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Home My WebLink AboutLAKESHORE DR 16491 (4)4 DRAWING I.D. NUMBER DRAWING TITLE FLOOR PLAN SCALE: 1/4" = 1' -0" DRAWING SCALE SECTION . . . . . . . . . . . . . S- 102 -A1 SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED DETAIL . . . . . . . . . . . . . . S- 102 -A1 DETAIL I.D. NUMBER SHEET WHERE SECTION IS LOCATED AREA TO BE ENLARGED DETAIL (ENLARGED) . . . . . • 7102-A1 - DETAIL I.D. NUMBER SHEET WHERE SECTION ELEVATION . . . . . . . . . . . . adftkh ISLOCATED S- 102 -A1 ELEVATION I.D. NUMBER SHEET WHERE SECTION IS LOCATED CEILING HEIGHT ABOVE CEILING HEIGHT . . . . . . . 7,_,. FINISHED FLOOR DOOR NUMBER DOOR . . . . . . . . . . . . . . • 1148 DESIGNATION WINDOW NUMBER WINDOW . . . . . . . . . . . . . DESIGNATION FINISH MATERIAL . . . . . . . P -1 FINISH DESIGNATION TRIM ONLY- COMMENTS, IF APPLICABLE KEYED NOTE DESIGNATION KEYED NOTES . . . . . . , . . . . 1 ON APPLICABLE SHEET REVISIONS 1 ADDENDUM NUMBER 0 REVISED AREA CLOUDED ELEVATION HEIGHT L- ELEVATION HEIGHT . . . . . 100' -_0" T. 4 R1=FERarFPONBT A EQUIPMENT NUMBEREQUIPMENT . . . . . . . . . . . - DESIGNATION WALL LEGEND . . . . . LOW (112) WALL (WOOD FRAMED) NEW LOW PARTITION, RE:A -801 FOR PARTITION TYPES. NEW FULL HEIGHT PARTITION, RE: A-801 FOR PARTITION TYPES. NEW EXTERIOR WALL R r M yx. x r P r s f R NTAC SVENDOCO VENDOR COMPANY S VENDOR 1 ARMSTRONG CEILINGS VENDOR DRAWING I.D. NUMBER DRAWING TITLE FLOOR PLAN SCALE: 1/4" = 1' -0" DRAWING SCALE SECTION . . . . . . . . . . . . . S- 102 -A1 SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED DETAIL . . . . . . . . . . . . . . S- 102 -A1 DETAIL I.D. NUMBER SHEET WHERE SECTION IS LOCATED AREA TO BE ENLARGED DETAIL (ENLARGED) . . . . . • 7102-A1 - DETAIL I.D. NUMBER SHEET WHERE SECTION ELEVATION . . . . . . . . . . . . adftkh ISLOCATED S- 102 -A1 ELEVATION I.D. NUMBER SHEET WHERE SECTION IS LOCATED CEILING HEIGHT ABOVE CEILING HEIGHT . . . . . . . 7,_,. FINISHED FLOOR DOOR NUMBER DOOR . . . . . . . . . . . . . . • 1148 DESIGNATION WINDOW NUMBER WINDOW . . . . . . . . . . . . . DESIGNATION FINISH MATERIAL . . . . . . . P -1 FINISH DESIGNATION TRIM ONLY- COMMENTS, IF APPLICABLE KEYED NOTE DESIGNATION KEYED NOTES . . . . . . , . . . . 1 ON APPLICABLE SHEET REVISIONS 1 ADDENDUM NUMBER 0 REVISED AREA CLOUDED ELEVATION HEIGHT L- ELEVATION HEIGHT . . . . . 100' -_0" T. 4 R1=FERarFPONBT A EQUIPMENT NUMBEREQUIPMENT . . . . . . . . . . . - DESIGNATION WALL LEGEND . . . . . LOW (112) WALL (WOOD FRAMED) NEW LOW PARTITION, RE:A -801 FOR PARTITION TYPES. NEW FULL HEIGHT PARTITION, RE: A-801 FOR PARTITION TYPES. NEW EXTERIOR WALL R r M yx. x r P r s f R NTAC SVENDOCO VENDOR COMPANY PRODUCT TYPE VENDOR 1 ARMSTRONG CEILINGS VENDOR ARMSTRONG FLOORING VENDOR 3 ATAS INTERNATIONAL INC. ROOF COPING VENDOR ALP LIGHTING COMPONENTS LIGHTING VENDOR BESAM AUTOMATED ENTRANCE AUTO DOORS VENDOR 6 BLUE GIANT DOCK LIFT VENDOR 7 CARLISLE SYNTEC INC ROOFING VENDOR 8 CARRIER CORPORATION HVAC VENDOR 9 DAUPHIN ELECTRIC ELECTRICAL SUPPLIES VENDOR 10 DIEBOLD DRIVE THRU EQUIPMENT VENDOR 11 ELIASON CORPORATION IMPACT DOORS VENDOR 12 CITADEL EXTERIOR PANELS VENDOR 13 EMERSON RETAIL SERVICES, INC. EMS - INSTALL VENDOR 14 EP HENERY CORPORATION CONCRETE BLOCK VENDOR 15 FIRESTONE BUILDING PRODUCTS ROOFING VENDOR16 GLEN-GERY CORPORATION MASONRY VENDOR 17 HADRIAN, INC. BATH PARTITIONS VENDOR 18 HILL PHOENIX COOLERIFREEZER VENDOR19 INTERSTATE BRICK MASONRY VENDOR20 KAWNEER STOREFRONT VENDOR 21 KOROSEAL INTERIOR PRODUCTS WALL COVERINGS VENDOR 22 JOHNSONITE FLOORING 1 BASE VENDOR 23 MATWORKS FLOOR MATTS VENDOR 24 MARLITE PANELING VENDOR 25 MJB ARCHITECTURAL SPECIALTIES RAILING VENDOR 26 OVERHEAD DOOR RECEIVING DOOR VENDOR27 PROW INTERIOR LIFT VENDOR 28 SHERWIN WILLIAMS PAINT VENDOR 29 COMTEC INDUSTRIES BATH PARTITIONS VENDOR 30 SQUARE D COMPANY ELECTRICAL GEAR VENDOR 31 WESTERN EXTRALITE COMPANY COSMETIC LIGHTS VENDOR 32 YORK INTERNATIONAL CORPORATION HVAC VENDOR 33 LITHONIA LIGHTING VENDOR 34 GERBERT LIMITED RESISLIENT FLOORING VENDOR 35 WIN HOLT HAND DIP FIXTURE VENDOR 36 NATIONAL REFRIGERATION HAND DIP FREEZER NOTE: SEE SHEET A-803 FOR FINISH MATERIAL SCHEDULE CONTACT BOB WILLIAMS TONYLAWSON MARKBROWN DONNY WALL PAM HOMYAK JOHN SIMON JOE CARBINE BILL SJOVELL DON FRALEY KEVIN DOSS JASON HORN DAVID WERNZ MATTHEW PARRATT MARK WERNER CUSTOMER SERVICE REP DIANE STEGMEIER KEN GURA BETH POLIS DAVE TRAUTMAN KEVIN PLANT DENNIS LANG TINA WEED BILL MCDONALD JAMIE MAYER ANGELA BURGESS STEVEN HARBAUGH JIM GEIST NATIONAL ACCOUNT MANAGER MARK KANER MARK RITZ NEIL TOBLER S.R. ZIMMERMAN JEFF HERBERT JIM KAUFMAN CONTACT NUMBER 877. 276.7876 EXT 8052 800. 356 -9301 EXT 8943 800 - 468 -1441 EXT 227 773 - 774 -9550 609. 443 -5800 EXT 20415 800668 -7078 717 - 245.7065 973 - 227.4311 EXT. 3012 800.632 -1828 717 - 7647566 800 -828 -3655 EXT 128 800-446-8828 EXT. 120 770 - 425-6232 800-444 -3679 800-428-4442 EXT 53226 610- 374A100 440- 942 -9118 71&W7-X87 951 - 352 -6678 800 - 3104350 EXT. 631 800- 753 -7505 800 -899 -8916 301- 837.1248 973 -831 A324 610 - 584 -8701 800 - 972 -1730 EXT 661 414352 -9000 724933 -1900 EXT. 104 800445 -5148 518.452 -2590 314432 -4560 405-419-6537 770- 860 -3062 717 - 299 -5035 80OA443595 EXT. 103 864369 -1665 aa rr 3 .:.... - ,..... :ex NSOW ER vKrs: xeJVx i:-. J.H -. w' sy ,. z.:Y. r, >. ..x , ... ... w services T° 3. - 411 5 .' COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH The p Porosad constructionlequip p ^•stallation is approved. See attached correction sheet. Approved - ( 'L-v% By his approval does not authorize the violation of any iaw, ordinance, or other regulation. ks ARC HITECT ENGINEER' development services T° 3. - 411 ALL ELECTRICAL, PLUMBING, MECHANICAL, AND STRUCTURAL p a tn a s REPAIRS AND INSTALLATIONS SHALL BE DONE UNDER PERMIT FROM v Ccj CrL S IY2i DEPT OF BUIL NG AND SAFETY 2852 Kelvin Avenue rApproval of these plans by the County of Riverside Irvine, CA 92614 Department of Environmental Health, does not relieve thepp] 753.7676 TEngineerortheArchitectoftheresponsibilityfortheEngiliearw or Architectural design." 949.753.7678 F COUNTY OF RIVERSIDE DEPARTMENT OF ENVIRONMENTALAftIRROMDANEQF ?w OVAL VALID FOR ONE (1) AF CONTACT THE PLAN CHECKER FOR A PRELIMINARY INSPECTION WHEN CONSTRUCTION IS APPROXIMATELY E'U% COMPLETE. (BEFORE EQUIPMENT IS INSTALLED•) CORPORATION THIS APPROVAL DOES NOT INCLUDE THE STORE DEVELOPMENT 30 HUNTER LANE CAMP HILL, PA 17011 717) 761 -2633 5$711 SUBSURFACE SEPTIC SYSTEM, GREASE INTERCEPTt0Vi, OR OTHER WASTE DISPOSAL SYSTEM. OBTAIN Perm er>tP am 1trr 1CLEARANCEFROMAPPROPRIATEAGENCYaPProved FOR YOUR WASTE DISPOSAL SYSTEM. dispensers et be iristapad ffi aA f Wl for inspections. Inspections sho+4d be heduled five (5) working days in advance All eft ylor doors and toast room dose must be sell- closing and tight-fivarp- OTIFYT liHEPLANCHECKER IT'?e OFANY CHANGES OR ALTERATIONS TO PLANS AS ORIGINALLY APPROVED. partners design & I operations branding engineering national development services T° 3. - 411 e Y 5 .' z U.. , . rig, Y i. V L PMENTDEEO partners design & I operations branding engineering national development services T° 3. - 411 e atlanta boston Chicago Columbus dallas los angeles miami Sacramento e,+•" yam. ,_'£ ' x. '4. 2 S .'e ¢3 ih L '4RY !' Y ATN tEV. t D EDWG. O, w , 3. .. s"_ Y CB1 05 -04 -07A000TITLESHEET ? M A001 ADA GUIDELINES E3 A002 ADA GUIDELINES M FIXTURE PLAN CIVIL': i3wrr%- `gar'}.'- :` x4' g -^ re t.rs ,zr'? CS _ COVER SHEET AND INDEX CB1 05 -04 -07 ALTA SURVEY LU M C101 SITE IMPROVEMENT PLAN CB1 05 -04 -07 M C102 GRADING & DRAINAGE PLAN CB1 05 -04 -07 } El C104 EROSION CONTROL PLAN CB1 05 -04 -07 ca E3 C105 SITE UTILITY PLAN CB1 05 -04 -07 E3 C106 SITE ILLUMINATION PLAN 13 C201 SITE DETAILS ' El C202 SITE DETAILS CB1 05 -04 -07 I T El C203 SITE DETAILS M C204 SITE DETAILS CB1 05 -04 -07 0 L101 LANDSCAPE PLAN CB1 05 -04 -07 M L102 IRRIGATION PLAN CB1 05 -04 -07 , L201 LANDSCAPING DETAILS STRUCTURAL ID S001 GENERAL STRUCTURAL NOTES O I S002 TYPICAL DETAILS CB1 05 -04 -07 r El S003 TYPICAL DETAILS CB1 05 -04 -07 O El S101 FOUNDATION PLAN CB1 05 -04 -07 Il S102 MEZZANINE LEVEL FRAMING PLAN CB1 05 -04 -07 EI S103 ROOF FRAMING PLAN CB1 05 -04 -07 0 S201 STRUCTURAL DETAILS t El S202 STRUCTURAL DETAILS El S203 STRUCTURAL SECTIONS CB1 05 -04 -07 ; I3 S204 STRUCTURAL SECTIONS 0 S205 STRUCTURAL DETAILS ARCHITECTURAL x Nkr t r M A101 FIRST FLOOR AND MEZZANINE PLAN HD1 05 -16 -07 El A102 WALL AND FLOOR FINISH PLAN HD1 05 -16 -07 Hot .® A103 REFLECTED CEILING PLAN HDi 05-16-07 :" m M A104 ' -- s. IXTURE AND GRAPHICS PLAN M A105 ROOF PLAN FDi 05 -18 -07 M Il A201 EXTERIOR ELEVATIONS FD1 05 -18 -07 L El A401 WALL SECTIONS AND DETAILS E3 A402 WALL SECTIONS CB1 05 -04 -07 Ala, 0 A403 WALL SECTIONS V T° 3. - b Y 5 .' z U.. , . rig, Y i. V L PMENTDEEO CONTACTS 4 l A.u. s BUILDING: CITY OF LAKE ELSINORE 150 SOUTH MAIN STREET LAKE ELSINORE, CA 92530 951) 674 -3124 ELECTRIC: SOUTHERN CALIFORNIA EDISON 26100 MENIFEE RD. ROMOLAND, CA 92585 951) 928 -8206 WATER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY ST. LAKE ELSINORE, CA 92530 951) 674 -3146 XT: 8427 HEALTH DEPT. RIVERSIDE COUNTY ENVIROMENTAL HEALTH 38740 SKY CANYON DRIVE MURRIETA,CA 92563 951) 461 -0284 RAL 'PROJECT 'NOTESGENE 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID CORPORATION. 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, MANUFACTURERS, OR CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION DOCUMENTS SET. 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD -OUT WITH ALL FINISHES, STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR INDICATED ON DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND RENDERED USELESS. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE PERMITTED. 10. GENERAL CONTRACTOR TO FURNISH "AS BUILT" SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD -OUT. 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT I ENGINEER. 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB (WALLS, WINDOWS, ETC.). 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL BLOCKING FOR GRAB BARS, SHELVES, AND ANY ALL OTHER WALL OR CEILING MOUNTED ITEMS. 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD -OUT. 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTION, PLUMBING, ELECTRICAL AND HVAC. 17. LOS; \TION OF EQUIPMENT, AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. THZ. GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. 18. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES OR REGULATIONS WITH NO INCREASE IN COSTS. 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C. AND ALL APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER MANUFACTURERS RECOMMENDATIONS. 20. ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED" ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. 22. CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. DEFERRED SUBMITTALS: 1. STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS 2. STORE FIXTURE PLANS. FIRE: RIVERSIDE 2300 MARKETOSTREETRE DEPARTMENT RIVERSIDE, CA 92502 CITY OF LAKE ELSINORE 951) 955 -4777 BHn nwn DIUICI m NATURAL GAS SEMPRA UTILITIES 25620 JEFFERSON AVENUE MURRIETA, CA 92562 909) 335 -7558 v i PERMIT # d:9 x v s r r nT -4y *'r Y - 6tECnk.4 DE 1NF RMATIONCO X 1. APPLICABLE CODES BUILDING: CBC 2001 FIRE: CFC 2001 PLUMBING: CPC 2001 ACCESSIBILITY: CALDA9 MECHANICAL: CMC 2001 ENERGY: CEC 2005 AND CALIFORNIA CODE OF REGULATION, TITLE 24, PART 2, SECTION 1101 B ELECTRICAL: CEC 2004 2. USE GROUP (CHAPTER 3) CALIFORNIA BUILDING CODE TABLE 3A - USE GROUP M 3. TYPE OF CONSTRUCTION (CHAPTER 6) CALIFORNIA BUILDING CODE SECTION 606 TYPE V - NON -RATED - FULLY SPRINKLERED 4. AREA CALCULATIONS FIRST FLOOR 17,340 S.F. MEZZANINE 636 S.F. TOTAL BUILDING 17,976 S.F. 5. ALLOWABLE BUILDING AREA CALIFORNIA BUILDING CODE TABLE 5B TYPE V -N 8,000 S.F. 505.3 - AUTOMATIC SPRINKER SYSTEMS - BUILDING IS FULLY SPRINKLERED. AREA FROM CHART MAY BE TRIPLED: 8000 X 3 = 24,000 S.F. 6. MEANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD (TABLE 1003.2.2.2) CALIFORNIA BUILDING CODE TABLE 1003.2.2.2 RETAIL AREA (FIRST FLOOR) 15,562 S.F. NOTE REST ROOMS, BREAK ROOMS ETC. THAT ARE MULTIPLE USE BY SAME INDIVIDUALS IN CALCULATION OF EXIT WIDTH. CBC - 1003.2.2.2.2.1 EXCEPTIONS DELETE 454 S.F. FOR MULTI USEAGE DELETE 454 SQ. FT. STORAGE 1,343 S.F. COOLERIFREEZER 1.256 S.F. TOTAL RECEIVING SEPARATE ENTRANCE 1,256 S.F. TOTAL AREA FIRST FLOOR 17,340 S.F. FIRST FLOOR EXITING 15,562 AT 1 - 30 = 518.73 TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2.23 TOTAL BUILDING OCCUPANT LOAD 520.96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY (CHAPTER II) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABLITIES ACT". 8. TOLIET FIXTURE CALCULATIONS WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. El ALL SECTIONS CB1 05 -04 -07A404WSC QA501ROOFDETAILS 02 EXTERIOR DETAILS CB1 05 -04 -07IA5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 T° 3. - b Y 5 .' z U.. , . rig, Y i. V L PMENTDEEO CONTACTS 4 l A.u. s BUILDING: CITY OF LAKE ELSINORE 150 SOUTH MAIN STREET LAKE ELSINORE, CA 92530 951) 674 -3124 ELECTRIC: SOUTHERN CALIFORNIA EDISON 26100 MENIFEE RD. ROMOLAND, CA 92585 951) 928 -8206 WATER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY ST. LAKE ELSINORE, CA 92530 951) 674 -3146 XT: 8427 HEALTH DEPT. RIVERSIDE COUNTY ENVIROMENTAL HEALTH 38740 SKY CANYON DRIVE MURRIETA,CA 92563 951) 461 -0284 RAL 'PROJECT 'NOTESGENE 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID CORPORATION. 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, MANUFACTURERS, OR CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION DOCUMENTS SET. 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD -OUT WITH ALL FINISHES, STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR INDICATED ON DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND RENDERED USELESS. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE PERMITTED. 10. GENERAL CONTRACTOR TO FURNISH "AS BUILT" SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD -OUT. 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT I ENGINEER. 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB (WALLS, WINDOWS, ETC.). 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL BLOCKING FOR GRAB BARS, SHELVES, AND ANY ALL OTHER WALL OR CEILING MOUNTED ITEMS. 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD -OUT. 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTION, PLUMBING, ELECTRICAL AND HVAC. 17. LOS; \TION OF EQUIPMENT, AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. THZ. GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. 18. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES OR REGULATIONS WITH NO INCREASE IN COSTS. 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C. AND ALL APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER MANUFACTURERS RECOMMENDATIONS. 20. ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED" ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. 22. CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. DEFERRED SUBMITTALS: 1. STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS 2. STORE FIXTURE PLANS. FIRE: RIVERSIDE 2300 MARKETOSTREETRE DEPARTMENT RIVERSIDE, CA 92502 CITY OF LAKE ELSINORE 951) 955 -4777 BHn nwn DIUICI m NATURAL GAS SEMPRA UTILITIES 25620 JEFFERSON AVENUE MURRIETA, CA 92562 909) 335 -7558 v i PERMIT # d:9 x v s r r nT -4y *'r Y - 6tECnk.4 DE 1NF RMATIONCO X 1. APPLICABLE CODES BUILDING: CBC 2001 FIRE: CFC 2001 PLUMBING: CPC 2001 ACCESSIBILITY: CALDA9 MECHANICAL: CMC 2001 ENERGY: CEC 2005 AND CALIFORNIA CODE OF REGULATION, TITLE 24, PART 2, SECTION 1101 B ELECTRICAL: CEC 2004 2. USE GROUP (CHAPTER 3) CALIFORNIA BUILDING CODE TABLE 3A - USE GROUP M 3. TYPE OF CONSTRUCTION (CHAPTER 6) CALIFORNIA BUILDING CODE SECTION 606 TYPE V - NON -RATED - FULLY SPRINKLERED 4. AREA CALCULATIONS FIRST FLOOR 17,340 S.F. MEZZANINE 636 S.F. TOTAL BUILDING 17,976 S.F. 5. ALLOWABLE BUILDING AREA CALIFORNIA BUILDING CODE TABLE 5B TYPE V -N 8,000 S.F. 505.3 - AUTOMATIC SPRINKER SYSTEMS - BUILDING IS FULLY SPRINKLERED. AREA FROM CHART MAY BE TRIPLED: 8000 X 3 = 24,000 S.F. 6. MEANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD (TABLE 1003.2.2.2) CALIFORNIA BUILDING CODE TABLE 1003.2.2.2 RETAIL AREA (FIRST FLOOR) 15,562 S.F. NOTE REST ROOMS, BREAK ROOMS ETC. THAT ARE MULTIPLE USE BY SAME INDIVIDUALS IN CALCULATION OF EXIT WIDTH. CBC - 1003.2.2.2.2.1 EXCEPTIONS DELETE 454 S.F. FOR MULTI USEAGE DELETE 454 SQ. FT. STORAGE 1,343 S.F. COOLERIFREEZER 1.256 S.F. TOTAL RECEIVING SEPARATE ENTRANCE 1,256 S.F. TOTAL AREA FIRST FLOOR 17,340 S.F. FIRST FLOOR EXITING 15,562 AT 1 - 30 = 518.73 TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2.23 TOTAL BUILDING OCCUPANT LOAD 520.96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY (CHAPTER II) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABLITIES ACT". 8. TOLIET FIXTURE CALCULATIONS WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. El ALL SECTIONS CB1 05 -04 -07A404WSC QA501ROOFDETAILS 02 EXTERIOR DETAILS CB1 05 -04 -07IA5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 d:9 x v s r r nT -4y *'r Y - 6tECnk.4 DE 1NF RMATIONCO X 1. APPLICABLE CODES BUILDING: CBC 2001 FIRE: CFC 2001 PLUMBING: CPC 2001 ACCESSIBILITY: CALDA9 MECHANICAL: CMC 2001 ENERGY: CEC 2005 AND CALIFORNIA CODE OF REGULATION, TITLE 24, PART 2, SECTION 1101 B ELECTRICAL: CEC 2004 2. USE GROUP (CHAPTER 3) CALIFORNIA BUILDING CODE TABLE 3A - USE GROUP M 3. TYPE OF CONSTRUCTION (CHAPTER 6) CALIFORNIA BUILDING CODE SECTION 606 TYPE V - NON -RATED - FULLY SPRINKLERED 4. AREA CALCULATIONS FIRST FLOOR 17,340 S.F. MEZZANINE 636 S.F. TOTAL BUILDING 17,976 S.F. 5. ALLOWABLE BUILDING AREA CALIFORNIA BUILDING CODE TABLE 5B TYPE V -N 8,000 S.F. 505.3 - AUTOMATIC SPRINKER SYSTEMS - BUILDING IS FULLY SPRINKLERED. AREA FROM CHART MAY BE TRIPLED: 8000 X 3 = 24,000 S.F. 6. MEANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD (TABLE 1003.2.2.2) CALIFORNIA BUILDING CODE TABLE 1003.2.2.2 RETAIL AREA (FIRST FLOOR) 15,562 S.F. NOTE REST ROOMS, BREAK ROOMS ETC. THAT ARE MULTIPLE USE BY SAME INDIVIDUALS IN CALCULATION OF EXIT WIDTH. CBC - 1003.2.2.2.2.1 EXCEPTIONS DELETE 454 S.F. FOR MULTI USEAGE DELETE 454 SQ. FT. STORAGE 1,343 S.F. COOLERIFREEZER 1.256 S.F. TOTAL RECEIVING SEPARATE ENTRANCE 1,256 S.F. TOTAL AREA FIRST FLOOR 17,340 S.F. FIRST FLOOR EXITING 15,562 AT 1 - 30 = 518.73 TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2.23 TOTAL BUILDING OCCUPANT LOAD 520.96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY (CHAPTER II) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABLITIES ACT". 8. TOLIET FIXTURE CALCULATIONS WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. El ALL SECTIONS CB1 05 -04 -07A404WSC QA501ROOFDETAILS 02 EXTERIOR DETAILS CB1 05 -04 -07IA5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2.23 TOTAL BUILDING OCCUPANT LOAD 520.96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY (CHAPTER II) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABLITIES ACT". 8. TOLIET FIXTURE CALCULATIONS WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. El ALL SECTIONS CB1 05 -04 -07A404WSC QA501ROOFDETAILS 02 EXTERIOR DETAILS CB1 05 -04 -07IA5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. El ALL SECTIONS CB1 05 -04 -07A404WSC QA501ROOFDETAILS 02 EXTERIOR DETAILS CB1 05 -04 -07IA5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 I A5 A503 EXTERIOR DETAILS El A601 INTERIOR ELEVATIONS PC1 04 -30 -07 EI A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PC1 04 -30 -07 IM A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05 -04 -07 Il A701 INTERIOR DETAILS OIIIA702INTERIORDETAILS p A703 STAIR PLANS, SECTIONS AND DETAILS CB1 05 -04 -07 'Z IM A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES CB1 05 -04 -07 t- "- A802 r<, dIyINDOW -TYPES - _ -, 9 .. = x , ., . n.x,,: /' A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE HD1 05-16-07; somi PLUMBING , .. .: . i P101 SANITARY CONDENSATE AND PLAN HD1 05 -16 -07 , 0 P201 WATER AND GAS PLAN HD7 05 -16 -07 Lu HDt P202 PLUMBING ROUGH IN PLAN HD1 05-16-07 Y- S'rxj{, kSYiY -5- MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 MECHANAL s^s TaaFV .._af` z . ,> { +.gab A,'•Pk ; -T kzA $i' 3 y„J9 k.: 7§ n +'? ey,„ a..m.. wu,vsr£bra•G6rcwffi -'., u<ve- :L.?.flSnv2kz sire'. s>a^YN.h3e'LFSS 2rx 0 M101 MECHANICAL PLAN El Q DETAILSM201MECHANICAL IS M301 MECHANICAL SCHEDULES sr `gasy`."r, t* e n z, ."."' y`t's r .`Sf "'„' - ,''''+*;r" ELECTRICAL; .zy ,.. iw_ y. u E100 '° `` ' ='` "ELECTRICAL SITE PLAN .',,, r Q ' . LU EI E101 LIGHTING PLAN HD1 05 -16 -07 r M E102 POWER PLAN HD1 05 -16 -07 Z2; E104 ,, ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN El E201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS IM E301 ELECTRICAL DIAGRAMS AND DETAILS n E302 "" = ,-,,.ELECTRICAL DIAGRAMS AND•SCHEDULES - .... °CB1 -05 =04 -07 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07_' W MEP101 ,.: MEP ROOF OLAN a am 3'.- -, „s. '..- . *r w F, a- '.-crs. s *z ,,.c., ` 4 u -' Y" a`v 5'n+. 'r.',." TITLE 24 SHEETS _, _... M T24 -1 TITLE 24 CALCULATIONS 0 : El T24 -2 TITLE 24 CALCULATIONS E T24-3 TITLE 24 CALCULATIONS Uj TOM Lw 0 a) Y2c cO LU c o E w c N O i N LL LL U I.-- LU . N Z p O aU Q a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 a W LL ISSUE DATES El PERMIT SUBMITTAL 03 -26-07 El BID ISSUE 04 -06-07 E3 1ST RESUBMITTAL 04 -30-07 0 CHANGE BULLETIN 1B 05 -04 -07 Il 1ST HEALTH RESUBMITTAL 05 -16 -07 El 1ST FIRE RESUBMITTAL 05 -18-07 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 STORE NUMBER STORE WD PROJECT NUMBER RAIPD0001 ICJ L J F 2 1 3 ELEMENT 1: ACCESSIBLE ROUTE - EXTERIOR 4.1.2(1) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL BE PROVIDE WITHIN THE BOUNDARY OF THE SITE FROM THE FOLLOWNG AREAS TO AN ACCESSIBLE BUILDING ENTRANCE. PUBLIC TRANSPORTATION STOPS ACCESSIBLE PARKING SPACES PASSENGER LOADING ZONE, IF PROVIDED PUBLIC STREETS AND SIDEWALKS 4.12(2) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 4.32(1) LOCATION THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. 4.3.3 WIDTH MINIMUM CLEAR WIDTH: 36" (EXCEPT AS ALLOWED AT DOORS) 4.3.3 WIDTH OF TURNS 36" CLEAR WIDTH IS PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48". CLEAR WIDTH WITH TURNS AROUND AN OBSTRUCTION LESS THAN 48' WIDE SHALL BE 42" MINIMUM, WITH 48" MINIMUM WIDTH AT TURN. 4.3.4 PASSING SPACE IF AN ACCESSIBLE ROUTE IS LESS THAN 60" WIDE, PASSING SPACES ARE REQUIRED AT MAXIMUM 2DO' INTERVALS. PASSING SPACE MAY BE EITHER A 60" X 60" SPACE, OR A T- INTERSECTION OF TWO WALKS OR CORRIDORS. 4.3.5 4.4.2 HEADROOM MINIMUM CLEAR HEADROOM: 80' IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 ", A BARRIER SHALL BE PROVIDED. 4.3.7 SLOPE RUNNING SLOPE SHALL NOT EXCEED 1:20. (IF SLOPE EXCEEDS 1:20, REFER TO'RAMPS' OR CURB RAMPS' SECTION.) CROSS SLOPE SHALL NOT EXCEED 1:50 (2 %). 4.3.8 4.52 CHANGES IN LEVEL UP TO 114 ": REQUIRES NO EDGE TREATMENT (VERTICAL EDGE PERMITTED). 114" T012": EDGE SHALL BE BEVELED WITH A SLOP NO GREATER THAN 1:2. GREATER THAN 12 ": REQUIRES CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 4.3.6 4.5 GROUND AND FLOOR SURFACES SHALL BE FIRM, STABLE AND SLIP - RESISTANT. (IF CARPET IS USED, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTE). 4.29 DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR ARES. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BYA CONTINUOUS DETECTABLE WARNING 36" WIDE, COMPLYING WITH THE REQUIREMENTS BELOW. AT REFLECTING POOLS. THE EDGES OF REFLECTING POOLS NOT PROTECTED BY RAILINGS, WALLS, OR CURBS, SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH THE REQUIREMENTS BELOW. DETECTABLE WARNINGS. SURFACE SHALL CONSIST OF A RAISED TRUNCATED DOMES WITH THE FOLLOWING FEATURES: DIAMETER 0.9" NOMINAL YEIG -7% 6T 4P31 IML THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 4.54 GRATINGS IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEY SHALL HAVE SPACES NO GREATER THAN 12' WIDE INN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEN THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 4.1.2(3) 4.4.1 PROTRUDING OBJECT OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 2T AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND 12" MAXIMUM FROM 27 TO 80" ABOVE THE FINISHED FLOOR OR GROUND. PROTRUDING OBJECTS HALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERINGSPACE. 2t DETAIL 5.1 r ,..",. _ 'MAX DETAIL 52 r ELEMENT 2: ACCESSIBLE PARKING c v DETAIL 5.3 AMOUNT ir! 4.1.2(5)(C) PASSENGER LOADING ZONES IF PASSENGER LOADING ZONES ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH THIS SECTION. 4.1.2(5)(3) VALET PARKING VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE COMPLYING WITH THIS SECTION. VALET PARKING FACILITIES ARE NOT REQUIRED TO PROVIDE ACCESSIBLE PARKING SPACES. IT IS RECOMMENDED THAT SOME ACCESSIBLE SELF - PARKING SPACES BE PROVIDED, AS SOME PERSONS WITH DISABILITIES HAVE VEHICLES EQUIPPED WITH SPECIAL CONTROLS WHICH MAY NOT BE OPERABLE BY A PARKING ATTENDANT.) 4.6.2 4.1.2(5)(B) LOCATION ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKI NG SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. ALL VAN ACCESSIBLE SPACES MAY BE GROPED ON ONE LEVEL OF PARKING STRUCTURE. UNIVERSAL' SPACES, WHEN PROVIDED, MAY ALSO BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE). IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE FACILITY. 4.1.2(5XA) 4.6.3 'STANDARD' ACCESSIBLE SPACES ACCESSIBLE SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 96" ACCESS AISLE WIDTH: 60" VERTICAL CLEARANCE: 80" 4.1.2(5XB) 4.6.5 'VAN ACCESSIBLE' SPACES VAN ACCESSIBLE' SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 96' ACCESS AISLE WIDTH: 96" VERTICAL CLEARANCE: 98" (AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE SPACE) A4.6 'UNIVERSAL' ACCESSIBLE SPACES UNIVERSAL' PARKING DESIGN SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 132" ACCESS AISLE WIDTH: 60" VERTICAL CLEARANCE: 98" (AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE SPACE) 4.6.5 PASSENGER LOADING ZONES PASSENGER LOADING ZONES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: VEHICLE PULL -UP SPACE WIDTH: (NOT SPECIFIED) ACCESS AISLE WIDTH: 60" ACCESS AISLE LENGTH: 20" (ADJACENT AND PARALLEL TO VEHICLE SPACE) VERTICAL CLEARANCE: 114" (AT LOADING ZONE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE LOADING ZONE). 4.6.3 ACCESS AISLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 4.6.3 4.6.6 SLOPE PARKING SPACES, PASSENGER LOADING ZONES, AND ACCESS AISLES SHALL HAVE A MAXIMUM SLOPE OF 1:50 (2 %) IN ALL DIRECTIONS. (CURB RAMPS ARE NOT PERMITTED WITHIN THE REQUIRED AREA OF ACCESS AISLES AND LOADING ZONES.) 4.1.2(7)(D) 4.6.4 SIGNAGE ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN STATE'VAN- ACCESSIBLE' BELOW THE SYMBOL OF ACCESSIBILITY. (THIS ADDITIONAL SIGN IS NOT REQUIRED WHEN ALL UNIVERSAL' ACCESSIBLE SPACES ARE PROVIDED.) ACCESSIBLE PASSENGER LOADING ZONES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 1 4 1 5 ELEMENT 3: CURB RAMPS 4.7.2 4.8.2 4.1.6(3)(A) SLOPE LEAST POSSIBLE SLOPE SHALL BE USED. MAXIMUM SLOPE: 1:12 TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPE OF ADJACENT SURFACES: 1:20. ALTERATIONSIEXISTING CONDITIONS: WHERE SPACE LIMITATION PROHIBIT USE OF 1:12 RAMP, FOLLOWING SLOPES ARE ACCEPTABLE: MAX. RISE OF 6 ": 1:10 TO 1:12 SLOPE MAX. RISE OF 3 ": 1:8 TO 1:10 SLOPE SLOPE GREATER THAN 1:8 IS PROHIBITED. 4.7.3 CLEAR WIDTH MINIMUM: 36" 4.7.4,4.5 SURFACE SHALL BE FIRM, STABLE, AND SLIP - RESISTANT. 4.7.5 SIDES IF LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE RAMP, THE SIDES OF THE RAMP SHALL BE FLARED, WITH A MAXIMUM SLOPE OF 1:10. IF THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP IS LESS THAN 48" WIDE, THE FLARED SIDES SHALL HAVE A MAXIMUM SLOPE OF 1:12. RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. 4.7.6 BUILT -UP CURB RAMPS SHALL BE LOCATED SO THEY DO NOT PROJECT INTO TRAFFIC LANES. 4.7.7 4.29.2 DETECTABLE WARNINGS REQUIRED FOR FULL WIDTH AND DEPTH OF RAMP. SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING FEATURES: DIAMETER: 0.9' NOMINAL HEIGHT: 0.2" NOMINAL CENTER TO CENTER SPACING: 2.35" NOMINAL THE SURFACE SHALL CONTRACT VISUALLY WITH ADJOINING SURFACES. THE MATERIAL PROVIDING CONTRACT SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. 4.7.8 OBSTRUCTIONS SHALL BE LOCATED TO PREVENT OBSTRUCTION BY PARKED VEHICLES. 4.7.9 LOCATION AT MARKED CROSSINGS IF AT MARKED CROSSING, SHALL BE FULLY CONTAINED WITHIN MARKED AREA, EXCLUDING FLARED SIDES. 4.7.10 DIAGONAL CURB RAMPS WITH RETURNED CURB, MUST BE PARALLEL TO PEDESTRIAN FLOW. IF AT MARKED CROSSING, MINIMUM 48 " WIDE AREA AT BOTTOM OF RAMP SHALL BE CONTAINED WITHIN THE MARKED CROSSING. IF FLARED SIDES, AT LEAST 24" OF STRAIGHT CURB REQUIRED WITHIN CROSSING AREA 4.7.11 ISLANDS ANY RAISED ISLANDS IN CROSSING SHALL EITHER BE CUT THROUGH LEVEL WITH THE STREET, OR SHALL HAVE CURB RAMPS EACH SIDE, WITH MINIMUM 48" LONG LEVEL AREA BETWEEN. lDAINING SLOPE SHA IF X IS LESS W \ E THw THEN THE SLOPE OF THE FLARED SUES SWILL NOT EXCEED 1.12 10 ELEMENT 4: ENTRANCES f/ NOT EXCEED 1:20 FLARED SIDE RAMP BSIOESSHNI DETAIL 3.1 4.1.3(8)(A)(II) MINIMUM NUMBER THE NUMBER OF ACCESSIBLE ENTRANCES SHALL BE EQUIVALENT TO THE NUMBER OF EXITS REQUIRED BY THE APPLICABLE BUILDINGIFIRE CODE. (EXAMPLE: IF A BUILDING IS BEING DESIGNED WITH 5 PUBLIC ENTRANCES, AND 4 EXITS ARE REQUIRED BY LOCAL CODE, THEN AT LEAST OF THE PUBLIC ENTRANCES MUST BE ACCESSIBLE. NOTE: THIS SECTION DOES NOT REQUIRE AN INCREASE IN THE PLANNED NUMBER OF ENTRANCES TOABUILDING: E.G. IF A BUILDING IS BEING DESIGNED WITH 3 PUBLIC ENTRANCES, AND 4 EXITS ARE REQUIRED BY LOCAL CODE, ALL 3 PUBLIC ENTRANCES MUST BE ACCESSIBLE, BUT A FOURTH ACCESSIBLE ENTRANCE NEED NOT BE ADDED.) 4.1.3(8)(A)(111) WHERE REQUIRED AN ACCESSIBLE ENTRANCE SHALL BE PROVIDED TO EACH TENANCY IN A FACILITY (E.G. INDIVIDUAL STORES IN A STRIP SHOPPING CENTER). 4.1.3(8)(8)(1) WHERE REQUIRED IF DIRECT PEDESTRIAN ACCESS IS PROVIDED INTO THE BUILDING FROM AN ENCLOSED PARKING GARAGE, AT LEAST ONE ENTRANCE FROM THE GARAGE TO THE BUILDING SHALL BE ACCESSIBLE. FIPEDESTRIAN ACCESS S PROVIDED FROM PEDESTRIAN TUNNELS OR ELEVATED WALKWAYS, AT LEAST ONE BUILDING ENTRANCE FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. 4.1.3(8)(C) WHERE REQUIRED IF THE ONLY ENTRANCE TO A BUILDING, OR TENANCY IN A FACILITY, IS A SERVICE ENTRANCE, THE ENTRANCE SHALL BE ACCESSIBLE. 4.1.3(8)(C) LOCATION WHERE FEASIBLE, ACCESSIBLE ENTRANCES SHALL BE THE ENTRANCES USED BY THE MAJORITY OF PEOPLE VISITING OR WORKING IN THE BUILDING. 4.1.2(7)(D) 4.1.3(8)(D) 416(i)(H) 4.30 SIGNAGE WHEN ALL ENTRANCES ARE NOT ACCESSIBLE, ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ENTRANCES WHICH ARE NOT ACCESSIBLE INCLUDING ALTERED ENTRANCES WHICH ARE NOT MADE ACCESSIBLE) SHALL HAVE DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE. THE SIGNAGE SHALL COMPLY WITH THE REQUIREMENTS FOR: CHARACTER PROPORTION CHARACTER HEIGHT FINISH AND CONTRAST (REFER TO ELEMENT 16: SIGNAGE FOR SPECIFIC REQUIREMENTS.) THIS SIGNAGE SHALL BE INSTALLED IN A LOCATION WHICH WILL PREVENT A PERSON WITH A DISABILITY FROM HAVING TO RETRACE HIS APPROACH ROUTE TO THE INACCESSIBLE ENTRANCE. 4.1.3(7)(A) DOORS AT EACH ACCESSIBLE ENTRANCE, AT LEAST ONE DOOR SHALL BE ACCESSIBLE. ELEMENT 5: ACCESSIBLE ROUTE - INTERIOR 4.1.3(1) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. 4.3.2(4) WHERE REQUIRED AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLE DWELLING UNIT WITH THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE ACCESSIBLE DWELLING UNIT. 4.1.3(5) 4.1.6(1)(K)(11) WHERE REQUIRED IN MULTISTORY BUILDINGS NOT REQUIRED TO HAVE AN ELEVATOR (REFER TO ELEMENT 8: ELEVATORS), FLOORS LOCATED ABOVE AND BELOW THE ACCESSIBLE GROUND FLOOR ENTRANCE SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS 1 -20. IN EXISTING MULTISTORY BUILDINGS WITHOUT AN ELEVATOR, ALTERATIONS TO FLOORS ABOVE AND BELOW THE ACCESSIBLE GROUND FLOOR SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS 1 -20. 4.3.3 WIDTH MINIMUM CLEAR WIDTH: 36" (EXCEPT AS ALLOWED AT DOORS). 4.3.3 WIDTH AT TURNS 36" CLEAR WIDTH IS PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48 ". CLEAR WIDTH WITH TURNS AROUND AN OBSTRUCTION LESS THAN 48" WIDE SHALL BE 42" MINIMUM, WITH 48" MINIMUM WIDTH AT TURN. 43.4 PASSING SPACE IF AN ACCESSIBLE ROUTE IS LESS THAN 60" WIDE, PASSING SPACES ARE REQUIRED AT MAXIMUM 200' INTERVALS. PASSING SPACE MAY BE EITHER 60" BY 60" SPACE, OR A T- INTERSECTION OF TWO WALKS OR CORRIDORS. 4.3.5 4.4.2 HEADROOM MINIMUM CLEAR HEADROOM: 80" IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 ', A BARRIER SHALL BE PROVIDED. 4.3.7 SLOPE RUNNING SLOPE SHALL NOT EXCEED 1:20. (IF SLOPE EXCEEDS 120, REFER TO'RAMPS' SECTION). CROSS SLOPE SHALL NOT EXCEED 1:50 (2 %). 418 4.5.2 4.1.6(1)(F) CHANGES IN LEVEL UP TO 114 ": REQUIRES NO EDGE TREATMENT (VERTICAL EDGE PERMITTED). 114" TO 12 ": EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. GREATER THAN 12": REQUIRES A RAMP, ELEVATOR, OR PLATFORM LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. ALTERATIONSIEXISTING CONDITIONS: IF AN ESCALATOR OR STAIR IS ADDED WHERE NONE EXISTED PREVIOUSLY, AND MAJOR STRUCTURAL MODIFICATIONS ARE NECESSARY FOR SUCH INSTALLATION, THEN A MEANS OF ACCESSIBLE VERTICAL ACCESS (RAMP, ELEVATOR, OR PLATFORM LIFT) SHALL BE PROVIDED. 4.3.6 4.5 GROUND AND FLOOR SURFACES SHALL BE FIRM, STABLE, AND SLIP- RESISTENT. (IF GRATINGS ARE USED, REFER TO REQUIREMENTS UNDER ELEMENT 1: ACCESSIBLE ROUTE.) 4.5.3 CARPET IF CARPET IS USED, IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY ATTACHED; A FIRM CUSHION, PAD, OR BACKING (OR NONE); A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUT/UNCUT PILE TEXTURE; MAXIMUM PILE THICKNESS 10; EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 4.4.1 PROTRUDING OBJECTS OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 42.4 CLEAR FLOOR SPACE THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR IS 30" BY 48", AND MAY BE POSITIONED FOR EITHER A FORWARD OR PARALLEL APPROACH. IF A FORWARD APPROACH CLEAR FLOOR SPACE EXTENDS MORE THAN 24" INTO AN ALCOVE, THE MINIMUM ALCOVE WIDTH SHALL BE 36 ". IF A PARALLEL APPROACHED CLEAR FLOOR SPACE EXTENDS MORE THAN 15" INTO AN ALCOVE, THE MINIMUM ALCOVE LENGTH SHALL BE 60'. 42.5 REACH RANGES IF A CLEAR FLOOR SPACE ALLOWS ONLY A FORWARD APPROACH, THE MAXIMUM HIGH FORWARD REACH SHALL BE 48 ". THE MINIMUM LOW FORWARD REACH SHALL BE 15". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE MET: KNEE SPACE BELOW OBSTRUCTION SHALL EQUAL OR EXCEED REACH LENGTH REQUIRED ABOVE THE OBSTRUCTION. IF THE OBSTRUCTION IS LESS THAN 20' DEEP, THE MAXIMUM HIGH FORWARD REACH SHALL BE 48'. IF THE OBSTRUCTION IS 20-25" DEEP, THE MAXIMUM HIGH FORWARD REACH SHALL BE 44 ". IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH, THE MAXIMUM HIGH SIDE REACH SHALL BE 54 '. THE MINIMUM LOW SIDE REACH SHALL BE 9'. IF THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE MET: OBSTRUCTION SHALL BE 34" MAXIMUM IN HEIGHT, 24' IN DEPTH, MAXIMUM HIGH SIDE REACH SHALL BE 46 ". 4.1.3(13 4.27 CONTROLS AND OPERATING MECHANISMS ALL CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, AND AS PARTS OF ACCESSIBLE ELEMENTS, SHALL COMPLY WITH THE FOLLOWING: 1. CLEAR FLOOR SPACE SHALL BE PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH. 2. HEIGHTS OF ALL OPERABLE PORTIONS SHALL COMPLY WITH THE REACH RANGES ABOVE. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE 15" MINIMUM ABOVE THE FLOOR EXCEPTION: THE HEIGHT REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.1.3(9) 416(1)(G) 4.3.10 MEANS OF EGRESS IN BUILDINGS OR FACILITIES OR PORTIONS OF BUILDINGS AND FACILITIES REQUIRED TO BE ACCESSIBLE, ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS REQUIRED FOR EXITS BY LOCAL BUILDING/LIFE SAFETY REGULATIONS. ACCESSIBLEEIBLE ROUTES SERVING ANY SPACE OR ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS FOR EMERGENCIES OR CONNECT TO AN ACCESSIBLE AREA OF RESCUE ASSISTANCE. WHERE A REQUIRED EXIT FROM AN OCCUPIABLE LEVEL ABOVE OR BELOW A LEVEL OR ACCESSIBLE EXIT DISCHARGE IS NOT ACCESSIBLE, AN AREA OF RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH LEVEL (IN A NUMBER EQUAL TO THAT OF INACCESSIBLE REQUIRED EXITS). AREAS OF RESCUE ASSISTANCE SHALL COMPLY WITH REQUIREMENTS LISTED BELOW. EXCEPTION: A HORIZONTAL EXIT, MEETING THE REQUIREMENTS OF LOCAL BUILDINGILIFE SAFETY REGULATIONS, SHALL SATISFY THE REQUIREMENT FOR AN AREA OF RESCUE ASSISTANCE. EXCEPTION: AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED IN BUILDINGS OR FACILITIES HAVING A SUPERVISED AUTOMATIC SPRINKLER SYSTEM. 4.3.11 AREAS OF RESCUE ASSISTANCE L3CASYIIAM3CNZ IXTl444.A9iiRUUSiSMIS MISTMCEcZ"RA .BcdtVEUW& FOLLOWING: 1. A PORTION OF A STAIRWAY LANDING WITHIN A SMOKEPRDOF ENCLOSURE (COMPLYING WITH LOCAL REQUIREMENTS). 2. A PORTION OF AN EXTERIOR EXIT BALCONY (COMPLYING WITH LOCAL REQUIREMENTS) LOCATED IMMEDIATELY ADJACENT TO AN EXIT STAIRWAY. OPENINGS TO THE INTERIOR OF THE BUILDING LOCATED WITHIN 20' OF THE AREA OF RESCUE ASSISTANCE SHALL BE PROTECTED WITH FIRE ASSEMBLIES HAVING A 314 HOUR FIRE PROTECTION RATING. 3. A PORTION OF A 1 HOUR FIRE - RESISTIVE CORRIDOR (COMPLYING WITH LOCAL REQUIREMENTS) LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE. 4. A VESTIBULE LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE AND CONSTRUCTED TO THE SAME FIRE - RESISTIVE STANDARDS AS REQUIRED FOR CORRIDORS AND OPENINGS. 5. A PORTION OF A STAIRWAY LANDING WITHIN AN EXIT ENCLOSURE WHICH IS VENTED TO THE EXTERIOR AND IS SEPARATED FROM THE INTERIOR OF THE BUILDING WITH NOT LESS THAN 1 HOUR FIRE - RESISTIVE DOORS. 6. WHEN APPROVED BY THE APPROPRIATE LOCAL AUTHORITY, AN AREA OR ROOM WHICH IS SEPARATED FROM OTHER PORTIONS OF THE BUILDING BY A SMOKE BARRIER. SMOKE BARRIERS SHALL HAVE A FIRE - RESISTIVE RATING OF NOT LESS THAN 1 HOUR AND SHALL COMPLETELY ENCLOSE THE AREA OR ROOM. DOORS IN THE SMOKE BARRIER SHALL BE TIGHT- FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES AND SHALL BE SELF -OR AUTOMATIC - CLOSING. THE AREA OR ROOM SHALL BE PROVIDED WITH AN EXIT DIRECTLY TO AN EXIT ENCLOSURE. WHERE THE ROOM OR AREA EXITS INTO AN EXIT ENCLOSURE WHICH IS REQUIRED TO BE OF MORE THAN 1 HOUR FIRE - RESISTIVE CONSTRUCTION, THE ROOM OR AREA SHALL HAVE THE SAME FIRE - RESISTIVE CONSTRUCTION, INCLUDING THE SAME OPENING PROTECTION, AS REQUIRED FOR THE ADJACENT EXIT ENCLOSURE. 7. AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS AND ADJACENT LOBBIES ARE PRESSURIZED AS REQUIRED FOR SMOKEPROOF ENCLOSURES BY LOCAL REGULATIONS. SUCH PRESSURIZATION SYSTEM SHALL BE ACTIVATED BY SMOKE DETECTORS ON EACH FLOOR LOCATED IN A MANNER APPROVED BY THE LOCAL AUTHORITY. PRESSURIZATION EQUIPMENT AND ITS DUCT WORK SHALL BE SEPARATED FROM OTHER PORTIONS OF THE BUILDING BY A MINIMUM 2 HOUR FIRE- RESISTIVE CONSTRUCTION. SIZE: EACH AREA OF RESCUE ASSISTANCE SHALL PROVIDE A MINIMUM OF 2 ACCESSIBLE SPACES EACH BEING NOT LESS THAN 30" BY 48 ". THESE SPACES SHALL NOT ENCROACH ON ANY REQUIRED EXIT WIDTH. THE TOTAL NUMBER OF SPACES PER STORY SHALL NOT BE LESS THAN 1 PER 2DO PERSONS OF CALCULATED OCCUPANT LOAD SERVED BY THE AREA OF RESCUE ASSISTANCE. EXCEPTION: THE LOCAL AUTHORITY MAY REDUCE THE MINIMUM NUMBER OF SPACES TO 1 FOR EACH AREA OF RESCUE ASSISTANCE ON FLOORS WHERE THE OCCUPANT LOAD IS LESS THAN 200. STAIRWAY WIDTH: EACH STAIRWAY ADJACENT TO AN AREA OF RESCUE ASSISTANCE SHALL HAVE A MINIMUM CLEAR WIDTH OF 48" BETWEEN HANDRAILS. TWO -WAY COMMUNICATION: A METHOD OF TWO-WAY COMMUNICATION, WITH BOTH VISIBLE AND AUDIBLE SIGNALS, SHALL BE PROVIDED BETWEEN EACH AREA OF RESCUE ASSISTANCE AND THE PRIMARY BUILDING ENTRY, THE FIRE DEPARTMENT OR LOCAL AUTHORITY MAY APPROVE A LOCATION OTHER THAN THE PRIMARY ENTRY. IDENTIFICATION: EACH AREA OF RESCUE ASSISTANCE SHALL BE IDENTIFIED BY ASIGN WHICH STATES'AREA OF RESCUE ASSISTANCE" AND DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL BE ILLUMINATED WHEN EXIT SIGN ILLUMINATION IS REQUIRED. SIGNAGE SHALL ALSO BE INSTALLED AT ALL INACCESSIBLE EXITS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION TO AREAS OF RESCUE ASSISTANCE. IN EACH AREA OF RESCUE ASSISTANCE, INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE POSTED ADJOINING THE TWO -WAY COMMUNICATION SYSTEM. ELEMENT 6: RAMPS 4.8.1 WHERE REQUIRED WHEREVER THE SLOP OF THE ACCESSIBLE ROUTE EXCEEDS 1:20 (5 %). 4.8.2 SLOPE LEAST POSSIBLE SLOP SHALL BE USED MAXIMUM SLOPE 1:12 TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES MAXIMUM SLOPE OF ADJACENT SURFACES: 1:20 4.8.3 CLEAR WIDTH MINIMUM: 36 4.8.4 LANDINGS LEVEL LANDINGS REQUIRED AT TOP AND BOTTOM OF EACH RUN, WITH THE FOLLOWING FEATURES: 1. MINIMUM WIDTH: EQUAL TO WIDTH OF RAMP. 2. LENGTH: MINIMUM 60' CLEAR. 3. IF RAMP CHANGES DIRECTION AT LANDING, LANDING SHALL BE MINIMUM 60" BY 60 ". 4. IF DOORWAY IS LOCATED AT LANDING, MANEUVERING SPACE IS REQUIRED (REFER TO ELEMENT 10: DOORS). 4.8.5 HANDRAILS REQUIRED IF: RISE EXCEEDS 6: OR RUN (HORIZONTAL PROJECTION) EXCEEDS 72 ". SHALL BE PROVIDED ON BOTH SIDES OF RAMPS. INSIDE RAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS. WHERE NOT CONTINUOUS, RAILS SHALL EXTEND AT LEAST 12" BEYOND TOP AND BOTTOM OF RAMP, PARALLEL TO GROUND SURFACE. HEIGHT: 34-38" ABOVE RAMP SURFACE. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1 -12 ". GRIPPING SURFACES SHALL BE CONTINUOUS (UNINTERRUPTED). ENDS SHALL BE ROUNDED, OR RETURNED SMOOTHLY TO FLOOR, WALL, OR POST. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1-114" TO 1 -12 ", OR SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS 3" DEEP MAXIMUM AND EXTENDS 18" MINIMUM ABOVE THE TOP OF THE HANDRAIL. RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 ". 43.6 CROSS SLOPE MAXIMUM CROSS SLOPE OF RAM SURFACE SHALL BE 1:50. 43.6, 4.5 SURFACES RAMP SURFACE SHALL BE FIRM, STABLE, AND SLIP- RESISTENT (IF CARPETED, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTES. 4.8.7 EDGE PROTECTION RAMPS AND LANDINGS WITH VERTICAL SIDE DROP -OFFS SHALL HAVE WALLS, RAILINGS, PROJECTING SURFACES, OR MINIMUM 2" HIGH CURBS, TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP 4.8.8 OUTDOOR CONDITIONS OUTDOOR RAMPS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THEIR WALKING SURFACES. 7 __ E, = - 9 I 10 ELEMENT 7: STAIRS 4.1.3(4) WHEN APPLICABLE INTERIOR AND EXTERIOR STAIRS CONNECTING LEVELS NOT SERVED BY AN ELEVATOR, RAMP, OR OTHER ACCESSIBLE MEANS OF VERTICAL ACCESS SHALL COMPLY WITH THIS SECTION. 4.9.2 TREADS AND RISERS ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD WIDTHS. MINIMUM TREAD DEPTH SHALL BE 11 ", MEASURED FROM RISER TO RISER (NOT INCLUDING NOSING). OPEN RISERS ARE NOT PERMITTED. 4.9.3 NOSINGS UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. RADIUS OF CURVATURE AT LEADING TREAD EDGE SHALL NOT EXCEED 10. RISERS SHALL BE SLOPED OR UNDERSIDE OF NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60. NOSINGS SHALL PROJECT NO MORE THAN 1 -12'. 4.9.4 HANDRAILS REQUIRED ON BOTH SIDES OF ALL STAIRS. INSIDE RAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS. WHERE NOT CONTINUOUS, HANDRAIL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: TOP OF STAIR FLIGHTS: PARALLEL TO FLOOR, 12" MINIMUM BEYOND TOP RISER NOSING. BOTTOM OF STAIR FLIGHTS: CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER, PLUS 12" MINIMUM PARALLEL TO FLOOR HEIGHT: 34' -38 ", MEASURED FROM STAIR NOSING. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1 -12 ". GRIPPING SURFACES SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. ENDS SHALL BE ROUNDED, OR RETURNED SMOOTHLY TO FLOOR, WALL, OR POST. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. 4262 HANDRAILS DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1 -114' TO 1 -12', OR SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS T DEEP MAXIMUM AND EXTENDS 18" MINIMUM ABOVE THE TOP OF THE HANDRAIL. 4.26.4 HANDRAILS RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 ". 4.9.6 OUTDOOR CONDITIONS OUTDOOR STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. ELEMENT 8: ELEVATORS 4.10.1 GENERAL ELEVATORS SHALL COMPLY WITH ASMEIANSI A17.1 -1990, SAFETY CODE FOR ELEVATORS AND ESCALATORS. FREIGHT ELEVATORS SHALL NOT BE CONSIDERED AS MEETING THE REQUIREMENTS OF THIS SECTION UNLESS THE ONLY ELEVATORS PROVIDED ARE USED AS COMBINATION PASSENGER AND FREIGHT ELEVATORS FOR THE PUBLIC AND EMPLOYEES. 4.10.2 AUTOMATIC OPERATION ELEVATOR OPERATION SHALL BE AUTOMATIC. EACH CAR SHALL HAVE A SELF4 EVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO FLOOR LANDING WITHIN A TOLERANCE OF 12" UNDER RATED LOADING AND ZERO LOADING CONDITIONS. THIS SELF - LEVELING FEATURE SHALL BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT FOR UNDERTRAVEL AND OVERTRAVEL. 4.10.3 HALL CALL BUTTONS SHALL BE CENTERED 42" ABOVE FLOOR. SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND ANSWERED. MINIMUM SIZE: 314' IN THE SMALLEST DIMENSION. UP" BUTTON SHALL BE ABOVE "DOWN" BUTTON. BUTTONS SHALL BE RAISED OR FLUSH. OiaTtLIBW LYN,TeDBE14 -rkl, WOTTCA4 ZSX' LNOTFRrIJErimurf-T'TM4 "FRDh1lrrr kLL. 4.10.4 HALL LANTERNS A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL. AUDIBLE SIGNALS SHALL SOUND ONCE FOR "UP ", TWICE FOR "DOWN ", OR SHALL HAVE VERBAL ANNUNCIATORS THAT SAY "UP"OR'DOWN ". VISIBLE SIGNALS SHALL HAVE THE FOLLOWING FEATURES: 1. FIXTURES SHALL BE MOUNTED WITH CENTERLINE AT LEAST 72" ABOVE THE LOBBY FLOOR 2. VISUAL ELEMENTS SHALL BE AT LEAST 2 -12" IN THE SMALLEST DIMENSION. 3. SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF THE HALL CALL BUTTON. IN-CAR LANTERNS, CONFORMING WITH THE ABOVE REQUIREMENTS, SHALL BE ACCEPTABLE. 4.10.5 4.30.4 CHARACTERS ON HOISTWAY ENTRANCES ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDED ON BOTH JAMBS. CHARACTERS SHALL BE CENTERED BO" ABOVE FINISH FLOOR. CHARACTERS SHALL BE T HIGH, RAISED 1132', UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 4.10.6 4.1.6(3)(1) DOOR PROTECTIVE AND REOPENING DEVICE ELEVATOR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. DOORS SHALL HAVE A REOPENING DEVICE THAT WILL STOP AND REOPEN A CAR DOOR IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT FOR AN OBSTRUCTION PASSING THROUGH THE OPENING AT HEIGHTS OF 5" AID 29" ABOVE FINISH FLOOR DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS. AFTER SUCH INTERVAL, DOORS MAY CLOSE IN ACCORDANCE WITH ASMEIANSI A17.1.1990. 4.10.7 DOOR AND SIGNAL TIMING FOR HALL CALLS THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT ACAR IS ANSWERING A CALL UNTIL DOORS BEGIN TO CLOSE SHALL BE CALCULATED AS FOLLOWS: T= 1)I(1.5 FT/S) OR T=D/(445 MMB) T =TIME IN SECONDS D=DISTANCE (IN FT OR MM) FROM POINT 60" DIRECTLY IN FRONT OF FARTHEST CALL BUTTON TO CENTERLINE OF HOISTWAY DOOR. THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE 5 SECONDS. 4.10.8 DOOR DELAY FOR CAR CALLS THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO A CALL SHALL BE 3 SECONDS. 4.10.9 4.1.6(3)(11) FLOOR PLANS OF ELEVATOR CARS SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR, MANEUVER WITHIN REACH OF CONTROLS, AND EXIT THE CAR DOORS SHALL PROVIDE 36" CLEAR MINIMUM. CAB DEPTH: 51 "MINIMUM, WITH 54' MINIMUM FROM REAR OF CAB TO INSIDE FACE OF DOOR. CAB WIDTH: SIDE OPENING DOORS8" MINIMUM; CENTER OPENING DOOR -80" MINIMUM. CLEARANCE BETWEEN CAR PLATFORM SILL AND EDGE OF HOISTWAY LANDING SHALL BE 1.1/4' MAXIMUM. 4.10.10 4.5 FLOOR SURFACES SHALL BE FIRM, STABLE, AND SLIP- RESISTENT. IF CARPET IS USED,IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY ATTACHED; A FIRM CUSHION, PAD, OR BACKING (OR NONE); A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUTNNCUT PILE TEXTURE; MAXIMUM PILE THICKNESS: 12" EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 4.10.11 ILLUMINATION LEVELS ILLUMINATION LEVEL AT CONTROLS, PLATFORM AND THRESHOLD AND LANDING SHALL BE MINIMUM 5 FOOT CANDLES. 4.10.12(1) CAR CONTROLS: BUTTONS SIZE: 314" MINIMUM IN LEAST DIMENSION. BUTTONS SHALL BE RAISED OR FLUSH. 4.10.12(2) CAR CONTROLS: CONTROL INDICATORS ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC SYMBOLS FOR NUMERALS, OR STANDARD SYMBOLS AS REQUIRED IN ASMEIANSI A17.1-1990. CHARACTERS SHALL BE 518" TO 2" HIGH, RAISED 1132", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. ALL RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO WHICH THEY APPLY. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT WHEN EACH CALL IS REGISTERED AND EXTINGUISH WHEN EACH CALL IS ANSWERED. ALL FLOOR BUTTONS SHALL BE MAXIMUM 54" ABOVE FLOOR WHERE SIDE APPROACH IS PROVIDED, 48" MAXIMUM WHERE FORWARD APPROACH IS REQUIRED. EMERGENCY CONTROLS (INCLUDING ALARM AND STOP) SHALL BE GROUPED AT BOTTOM OF PANEL, WITH CENTERLINES 35" MINIMUM ABOVE FLOOR. CONTROLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER OPENING DOORS, AND AT EITHER A SIDE WALL OR THE FRONT WALL IF CARS HAVE SIDE OPENING DOORS. 4.10.13 CAR POSITION INDICATORS A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. AS THE CAR PASSES OR STOPS ATA FLOOR, THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND AN AUDIBLE SIGNAL SHALL SOUND. NUMERALS SHALL BE A MINIMUM 12' HIGH. AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH FREQUENCY NO HIGHER THAN 1500 HZ. AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE AUDIBLE SIGNAL 4.10.14 EMERGENCY COMMUNICATIONS IF PROVIDED, EMERGENCY TWO -WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASMEIANSI A17.1 -1990. HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM 48' FROM FLOOR. SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED ADJACENT TO THE DEVICE. CHARACTERS SHALL BE 518" TO 2" HIGH RAISED MIT UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. IF SYSTEM USES A HANDSET MINIMUM CORD LENGTH SHALL BE 29'. IF LOCATED IN A CLOSED COMPARTMENT, DOOR SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL REQUIRE A MAXIMUM FORCE OF 5 LBF. THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE COMMUNICATION. VOICE ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH SPEECH OR HEARING IMPAIRMENTS). 11 1 12 9 10 11 ELEMENT 9: PLATFORM LIFTS 413(5) EXCEP.4 4.1.6(3)(G) WHERE PERMITTED PLATFORM LIFTS COMPLYING WITH THIS SECTION AND ALL APPLICABLE STATE AND LOCAL CODES ARE PERMITTED ONLY UNDER THE FOLLOWING CONDITIONS: A TO PROVIDE AN ACCESSIBLE ROUTE TO A PERFORMING AREA IN AN ASSEMBLY OCCUPANCY. B. TO COMPLY WITH WHEELCHAIR VIEWING POSITION LINE-OF-SIGHT AND DISPERSION REQUIREMENTS. C. TO PROVIDE ACCESS TO INCIDENTAL OCCUPIABLE SPACES WHICH ARE NOT OPEN TO THE GENERAL PUBLIC AND WHICH HOUSE NO MORE THAN FIVE PERSONS (IE. EQUIPMENT CONTROL ROOMS, PROJECTION BOOTHS). D. TO PROVIDE ACCESS WHERE EXISTING SITE CONSTRAINTS OR OTHER CONSTRAINTS MAKE USE OF A RAMP OR AN ELEVATOR INFEASIBLE. 4.112 OTHER REQUIREMENTS PLATFORM LIFTS SHALL COMPLY WITH ASMEIANSI A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS, SECTION XX,1990. 4.11.3 ENTRANCE LIFTS SHALL FACILITATE UNASSISTED ENTRY, OPERATION, AND EXIT. 42.4.1 CLEAR FLOOR SPACE MINIMUM 30" BY 48" SPACE IS REQUIRED FOR A SINGLE WHEELCHAIR. 4.2.42 MANEUVERING CLEARANCE THE PLATFORM LIFT SHALL PROVIDE MANEUVERING CLEARANCES AS REQUIRED FOR ALCOVES ON THE ACCESSIBLE ROUTE. 4.5.1 FLOOR SURFACE SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. (IF CARPETED, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTE.) 4.112 4.272 CONTROLS AND OPERATING MECHANISMS CLEAR FLOOR SPACE ALLOWING A PROPER FORWARD OR PARALLEL WHEELCHAIR APPROACH TO ALL CONTROLS IS REQUIRED. HEIGHTS PERMITTED: FORWARD REACH: MINIMUM 15 ", MAXIMUM 48" SIDE REACH: MINIMUM 9 ", MAXIMUM 54" IF REACH IS OVER AN OBSTRUCTION, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTE.) MECHANISMS 1. SHALL BE OPERABLE WITH ONE HAND, 2. SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 3. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE 5 LBF. ELEMENT 10: DOORS 4.1.3(7) WHERE APPLICABLE AT EACH ACCESSIBLE ENTRANCE TO A BUILDING OR FACILITY, AT LEAST ONE DOOR SHALL COMPLY WITH THIS SECTION. WITHIN A BUILDING OR FACILITY, AT LEAST ONE DOOR AT EACH ACCESSIBLE SPACE SHALL COMPLY WITH THIS SECTION. EACH DOOR THAT IS AN ELEMENT OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THIS SECTION. EACH DOOR SERVING AS PART OF AN ACCESSIBLE MEANS OF EGRESS OR CONNECTING TO AN AREA OF RESCUE ASSISTANCE SHALL COMPLY WITH THIS SECTION. EXCEPTION: THIS REQUIREMENT DOES NOT APPLY TO EXISTING BUILDINGS OR ALTERATIONS. 4.13.2 REVOLVING DOORS AND TURNSTILES REVOLVING DOORS OR TURNSTILES SHALL NOT BE THE ONLY MEANS OF PASSAGE AT AN ACCESSIBLE ENTRANCE OR ALONG AN ACCESSIBLE ROUTE. AN ACCESSIBLE GATE OR DOOR SHALL BE PROVIDED ADJACENT TO THE TURNSTILE OR REVOLVING DOOR AND SHALL FACILITATE THE SAME USE PATTERN. 4.13.3 GATES GAZES, WCLUYNGMKJE7GA. ZES, SHALLCAWLYWtTk 4, ALL APPLCABLEPOP.I SOFiH1%SECMN. 4.13.4 DOUBLE -LEAF DOORWAYS IF DOORWAYS HAVE TWO INDEPENDENTLY OPERATED DOOR LEAVES, THEN AT LEAST ONE LEAF SHALL COMPLY WITH THIS SECTION. THAT LEAF SHALL BE AN ACTIVE LEAF. 4.13.5 4.3.3 4.1.6(3)(D)(1) CLEARWIDTH DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32' MINIMUM, WITH THE DOOR OPEN 900. CLEAR OPENINGS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, OPENINGS MORE THAN 24" IN DEPTH SHALL PROVIDE A CLEAR OPENING OF 36" MINIMUM. EXCEPTION: DOORS NOT REQUIRING FULL USER PASSAGE, SUCH AS SHALLOW CLOSETS, SHALL HAVE A CLEAR OPENING OF 20" MINIMUM. ALTERATIONIMSTING CONDITIONS: WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY WITH CLEAR OPENING REQUIREMENTS, A MAXIMUM PROJECTION OF 518" SHALL BE PERMITTED FOR THE LATCH SIDE STOP (REDUCING THE REQUIRED CLEAR OPENING TO 31-3/8" MINIMUM). 4.13.6 MANEUVERING CLEARANCES THE FOLLOWING MANEUVERING CLEARANCES, IN ADDIT ION TO DOORWAY WIDTH, ARE REQUIRED AT SWINGING DOORS THAT ARE NOT AUTOMATIC OR POWER- ASSISTED (ALL DIMENSIONS ARE MINIMUM): 1. FRONT APPROACH TO PULL SIDE: 18" BEYOND LATCH SIDE OF DOOR, 60' PERPENDICULAR TO DOORWAY. 2. FRONT APPROACH TO PUSH SIDE, IF DOOR HAS A CLOSER AND A LATCH: 12" BEYOND LATCH SIDE OF DOOR 48" PERPENDICULAR TO DOORWAY. 3. FRONT APPROACH TO PUSH SIDE, WITHOUT CLOSER AND LATCH: SAME WIDTH AS DOORWAY, 48" PERPENDICULAR TO DOORWAY. 4. HINGE SIDE APPROACH TO PULL SIDE: 36" BEYOND LATCH SIDE OF DOOR, 60" PERPENDICULAR TO DOORWAY; OR 42" BEYOND LATCH SIDE OF DOOR, 54" PERPENDICULAR TO DOORWAY. 5. HINGE SIDE APPROACH TO PUSH SIDE, IF DOOR HAS A CLOSER AND A LATCH: 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND HINGE SIDE), 48" PERPENDICULAR TO DOORWAY. 6. HINGE SIDE APPROACH TO PUSH SIDE, WITHOUT CLOSER AND LATCH: 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND HINGE SIDE), 42" PERPENDICULAR TO DOORWAY. 7. LATCH SIDE APPROACH TO PULL SIDE, WITHOUT CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 54" PERPENDICULAR TO DOORWAY. B. LATCH SIDE APPROACH TO PULL SIDE, WITHOUT CLOSER: 24' BEYOND LATCH SIDE OF DOOR, 48" PERPENDICULAR TO DOORWAY. 9. LATCH SIDE APPROACH TO PUSH SIDE, IF DOOR HAS CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 48" PERPENDICULAR TO DOORWAY. 10. LATCH SIDE APPROACH TO PUSH SIDE, WITHOUT CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 42" PERPENDICULAR TO DOORWAY. THE FOLLOWING MANEUVERING CLEARANCES, IN ADDITION TO DOORWAY WIDTH, ARE REQUIRED AT SLIDING AND FOLDING DOORS THAT ARE NOT AUTOMATIC OR POWER- ASSISTED (ALL DIMENSIONS ARE MINIMUM): 1. FRONT APPROACH: SAME WIDTH AS DOORWAY, 48" PERPENDICULAR TO DOORWAY. 2. SLIDE SIDE APPROACH: 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND SLIDE SIDE), 42" PERPENDICULAR TO DOORWAY. 3. LATCH SIDE APPROACH: 24" BEYOND LATCH SIDE OF DOOR, 42" PERPENDICULAR TO DOORWAY. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. EXCEPTION: ENTRY DOORS TO ACUTE CARE HOSPITAL BEDROOMS FOR IN- PATIENTS ARE EXEMPT FROM THE LATCH SIDE EXTENSIONS IF THE DOOR IS AT LEAST 44" WIDE. 4.13.7 TWO DOORS IN SERIES THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 4.13.8 4.1.6(3)(DXII) THRESHOLDS AT DOORWAYS MAXIMUM THRESHOLD HEIGHT: 12" (314" AT EXTERIOR SLIDING DOORS). RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. ALTERNATIONSEXISTING CONDITIONS: IF EXISTING THRESHOLDS ARE 3/4" HIGH MAXIMUM, AND HAVE (OR ARE MODIFIED TO HAVE) A BEVELED EDGE ON EACH SIDE, THEY MAY REMAIN. 4.13.8 DOOR HARDWARE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U- SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR. 4.13.10 DOOR CLOSERS IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70, THE DOOR WILL TAKE AT LEAST 3 SECOND TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. Q UTAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: 1. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 2. OTHER DOORS A EXTERIOR HINGED DOORS: (NO REQUIREMENT AT THIS TIME) B. INTERIOR HINGED DOORS: 5 LBF C. SLIDING OR FOLDING DOORS: 5 LBF THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. 4.13.12 AUTOMATIC DOORS AND POWER- ASSISTED DOORS IF AN AUTOMATIC DOOR IS USED, THEN IT SHALL COMPLY WITH ANSIBHMAA156.%1985. SLOWLY OPENING, LOW - POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A156.19.1984. SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECOND AND SHALL REQUIRE NO MORE THAN 15 LBF TO STOP DOOR MOVEMENT. IF A POWER- ASSISTED DOOR IS USED, ITS DOOR OPENING FORCE SHALL COMPLY WITH FORCES LISTED ABOVE (SEE'DOOR OPENING FORCE) AND ITS CLOSING FORCE SHALL COMPLY WITH ANSI A156.19.1984. 12 13 16 ELEMENT 11: DRINKING FOUNTAINS 4.1.3 IOXA) WHERE APPLICABLE WHERE ONLY ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED PER FLOOR, ACCESSIBLE DRINKING FACILITIES SHALL BE PROVIDED FOR BOTH WHEELCHAIR USERS AND FOR PERSONS WHO RAVE DIFFICULTY STOOPING OR BENDING. THIS MAY BE ACCOMPLISHED BY THE FOLLOWING MEANS: PROVIDING A'HI -LO" FOUNTAIN, WITH SPOUTS AT WHEELCHAIR AND STANDARD HEIGHT; PROVIDING AN ACCESSIBLE DRINKING FOUNTAIN COMPLYING WITH THIS SECTION AND A WATER COOLER; BY OTHER MEANS PROVIDING ACCESSIBILITY FOR EACH GROUP. 4.1.3(IOXB) WHERE REQUIRED IF MORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH THIS SECTION AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. (IF AN ODD NUMBER OF FOUNTAINS IS PROVIDED, THE 50% FIGURE CAN BE ROUNDED DOWN TO DETERMINE THE REQUIRED NUMBER OF ACCESSIBLE FOUNTAINS.) 4.15.2 SPOUT HEIGHT SPOUTS SHALL BE NO HIGHER THAN 36 ", MEASURED FROM THE FLOOR OR GROUND SURFACE TO THE SPOUT OUTLET. 4.15.3 SPOUT LOCATION SPOUTS SHALL BE LOCATED AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER FLOW IN A TRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH. IF THE FOUNTAIN HAS A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN. 4.15.4 CONTROLS UNIT CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. 427.4 OPERATION CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.15.5 CLEARANCES 1. WALL AND POST MOUNTED CANTILEVERED FOUNTAINS SHALL HAVE CLEAR KNEE SPACE AS FOLLOWS: MINIMUM 27" HIGH (FROM APRON BOTTOM TO FLOOR), MINIMUM 30" WIDE, AND 17" 19" DEEP. A MINIMUM 30" BY 48" CLEAR FLOOR SPACE ALLOWING A FORWARD APPROACH TO THE UNIT SHALL ALSO BE PROVIDED. 2. FREESTANDING OR BUILT -IN UNITS NOT HAVING A CLEAR KNEE SPACE SHALL HAVE A MINIMUM 30" BY 48' CLEAR FLOOR SPACE ALLOWING A PARALLEL APPROACH TO THE UNIT. 17" -19" 3 30" MIN. F \ z z 1 m I N L M 24" MAX L6" MAX. DETAIL 11.1 DETAIL 11.2 DETAIL 11.3 ELEMENT 12: TOILET ROOMS AND BATHROOMS f 4.11(6) WHEREREWREU IF TOILET FACILITIES ARE PROVIDED ON A SITE, THEN EACH SUCH PUBLIC OR COMMON USE TOILET FACILITY SHALL COMPLY WITH THIS SECTION. IF BATHING FACILITIES ARE PROVIDED ON A SITE, THEN EACH SUCH PUBLIC OR COMMON USE BATHING FACILITY SHALL COMPLY WITH THIS SECTION. FOR SINGLE USER PORTABLE TOILET OR BATHING UNITS CLUSTERED AT A SINGLE LOCATION, AT LEAST 5 %, BUT NOT LESS THAN 1 TOILET UNIT OR BATHING UNIT SHALL BE PROVIDED AT EACH CLUSTER. ACCESSIBLE UNITS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EXCEPTION: PORTABLE TOILET FACILITIES AT CONSTRUCTION SITES USED EXCLUSIVELY BY CONSTRUCTION PERSONNEL ARE NOT REQUIRED TO COMPLY. 413(11) 4.1.6(3)(E) 41.7(3)(C) WHERE REQUIRED IF TOILET ROOMS ARE PROVIDED, THEN EACH PUBLIC OR COMMON USE TOILET ROOM SHALL COMPLY WITH THIS SECTION. OTHER TOILET ROOMS PROVIDED FOR THE SPECIFIC USE OF OCCUPANTS OF SPECIFIC SPACES (E.G. A PRIVATE TOILET ROOM FOR A PRIVATE OFFICE) SHALL BE ADAPTABLE. (ROOM WILL NEED TO BE CAPABLE OF COMPLYING WITH THIS SECTION.) IF BATHING ROOMS ARE PROVIDED, THEN EACH SUCH PUBLIC AND COMMON USE BATHROOM SHALL COMPLY WITH THIS SECTION. 4.22.1 LOCATION ACCESSIBLE TOILET ROOMS AND BATHROOMS SHALL BE ON AN ACCESSIBLE ROUTE. 422.2 4.232 DOORS DOORS TO ACCESSIBLE TOILETIBATHROOMS SHALL BE ACCESSIBLE (REFER TO ELEMENT 10: DOORS). DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 4.22.3 4.23.3 CLEAR FLOOR SPACE ALL ACCESSIBLE FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. AN UNOBSTRUCTED TURNING SPACE IS REQUIRED WITHIN THE TOILETBATHROOM. THIS SPACE SHALL BE EITHER A 60' DIAMETER CIRCLE OR A TSHAPED SPACE, 60" SQUARE, WITH 36" LEGS. THE CLEAR SPACE AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE, AND THE TURNING SPACE MAY OVERLAP. 4.1.7(7)(D) 4.1.6(3)(E)(III) SIGNAGE WHERE ALL TOILET AND BATHROOMS ARE NOT ACCESSIBLE, ACCESSIBLE TOILET AND BATHROOMS SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 423.7 CONTROLS ANDDISPENSERS IF CONTROLS, DISPENSERS, RECEPTACLES, OR OTHER EQUIPMENT ARE PROVIDED, THEN AT LEAST ONE OF EACH TYPE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE HEIGHT, CLEAR FLOOR SPACE, AND OPERATION REQUIREMENTS SPECIFIED IN ELEMENT 5: ACCESSIBLE ROUTE. M L, K' J H; G'- F ' 11 1 E MR4 Twpaners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Zj a REVISIONS C I] I 13 0 I] I] I] I 11 B © V W z PROTOTYPE 107 X 163 W STORE NUMBER WD PROJECT NUMBER I A RAIPD0001 v Q inA001Q 14 15 16 Z_ w::.., k. W o Ln Ln IIIIIIIIIIIIIIIIIIIIIIIII w N 0 0) Q W 0 0 W w O WQ2 W` q 0 F- W Z Ft e Q U V/ J J W TOM W IV Vi to Q T- J Zj a REVISIONS C I] I 13 0 I] I] I] I 11 B © V W z PROTOTYPE 107 X 163 W STORE NUMBER WD PROJECT NUMBER I A RAIPD0001 v Q inA001Q 14 15 16 Z_ w::.., k. 1 ELEMENT 12.1: WATER CLOSETS M 4.16.2 CLEAR FLOOR SPACE WATER CLOSETS SHALL BE LOCATED 18" FROM A SIDE WALL OR PARTITION. CLEAR WATER SPACE FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS IS REQUIRED AS FOLLOWS, DEPENDING ON APPROACH PROVIDED TO THE FIXTURE (ALL DIMENSIONS ARE MINIMUM): 1. FRONT APPROACH: 66" FROM BACK WALL, 48' FROM SIDE WALL (LAVATORY MAY PROTRUDE IT MAXIMUM INTO CLEAR SPACE ALONG BACK WALL). 2. SIDE APPROACH: 56" FROM BACK WALL, 48" FROM SIDE WALL (LAVATORY MAY PROTRUDE 12" MAXIMUM INTO CLEAR SPACE ALONG BACK WALL). 3. FRONT AND SIDE APPROACH: 56" FROM BACK WALL, 60" FROM SIDE WALL (LAVATORY MAY NOT PROTRUDE INTO CLEAR SPACE). CLEAR FLOOR SPACE MAYBE ARRANGED TO ALLOW EITHER A LEFT - HANDED OR RIGHT - HANDED APPROACH. 4.16.3 HEIGHT THE HEIGHT TO THE TOP OF THE TOILET SEATS SHALL BE 17" TO 19 ". SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. L 4.16.4 4.26 GRAB BARS FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS, THE FOLLOWING GRAB BARS SHALL BE PROVIDED, 33-36" ABOVE THE FINISH FLOOR: SIDE WALL: 42" LONG MINIMUM, 12" FROM BACK WALL. BACK WALL: 36" LONG MINIMUM, 12" MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. 4.16.5 4.27.4 FLUSH CONTROLS CONTROLS SHALL BE 44" MAXIMUM ABOVE THE FINISH FLOOR. CONTROLS FOR FLUSH VALVES SHALT. BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.16.6 DISPENSERS TOILET PAPER DISPENSERS SHALL BE INSTALLED ON THE SIDE WALL, BELOW THE GRAB BAR, A K MINIMUM 19" ABOVE THE FLOOR, AND A MAXIMUM 36" FROM THE REAR WALL. DISPENSERS THAT CONTROL DELIVERY, OR DO NOT PERMIT CONTINUOUS PAPER FLOW, SHALL NOT BE USED. ELEMENT 12.2: TOILET STALLS J wi FE ID F E I.1 4.22.4 WHERE APPLICABLE IF TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM, THEN AT LEAST ONE SHALL BE A STANDARD' ACCESSIBLE TOILET STALL (FOR WHEELCHAIR USERS) COMPLYING WITH THIS SECTION. IF 6 OR MORE TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM, IN ADDITION TO THE STANDARD' ACCESSIBLE STALL REQUIRED, AN ADDITION 'ALTERNATE N ACCESSIBLE STALL (FOR AMBULATORY PERSONS WITH DISABILITIES) COMPLYING WITH THIS SECTION SHALL BE PROVIDED. 4.17.2 WATER CLOSETS WATER CLOSETS LOCATED WITHIN TOILET STALLS SHALL COMPLY WITH ELEMENT 12.1: WATER CLOSETS. 4.17.3 SIZEAND ARRANGEMENT TOILET STALLS MAY BE ARRANGED TO PROVIDE EITHER A LEFT - OR A RIGHT -HAND APPROACH. ACCESSIBLE TOILET STALLS SHALL HAVE THE FOLLOWING DIMENSIONS: STANDARD' ACCESSIBLE STALL MINIMUM WIDTH: 60" MINIMUM DEPTH, WITH FLOOR MOUNTED WATER CLOSET: 59' MINIMUM DEPTH, WITH WAIL MOUNTED WATER CLOSET: 56" DOOR: OUTWARD SWINGING (IF DOOR SWINGS INTO STALL, DEPTH SHALL BE INCREASED BY 361 ALTERNATE A ACCESSIBLE STALL (REQUIRED WHEN MORE THAN 6 STALLS PROVIDED; PERMITTED IN LIEU OF'STANDARD' STALLS IN CERTAIN ALTERATIONS). WIDTH: 36" MINIMUM DEPTH: WITH FLOOR MOUNTED WATER CLOSET: 69' MINIMUM DEPTH: WITH WALL MOUNTED WATER CLOSET: 66" DOOR OUTWARD SWINGING ALTERNATE U ACCESSIBLE STALL (PERMITTED IN LIEU OF STANDARD STALL ONLY IN CERTAIN ALTERATIONS) MINIMUM WIDTH: 48' MINIMUM DEPTH: 54" DOOR: OUTWARD SWINGING 4.17.4 TOE CLEARANCE IN'STANDARD' ACCESSIBLE STALLS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF AT LEAST 9" ABOVE THE FLOOR. IF THE DEPTH OF THE STALL IS GREATER THAN 60", THE TOE CLEARANCE IS NOT REQUIRED. 59" MIN. 12'MAX r" 42 "MIN. 11 "MAX. 6 "M 36 "MIN. g 42 "MIN Z - I36" MAX N I 7(1 S DETAIL 12.1.1 DETAIL 12.1.2 - DETAIL 12.2.1 4.17.5 DOORS TOILET STALL DOORS, INCLUDING HARDWARE, SHALL COMPLY WITH ELEMENT 10: DOORS. IF TOILET STALL APPROACH IS FROM THE LATCH SIDE OF THE STALL DOOR CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION SHALL BE 42" MINIMUM. (THIS AN EXCEPTION FROM TYPICAL DOOR MANEUVERING CLEARANCES). 4.17.6 GRAB BARS GRAB BARS, MOUNTED 33 " -36' ABOVE THE FLOOR, SHALL BE PROVIDED AS FOLLOWS: STANDARD' ACCESSIBLE STALL: ONE 40" SIDE WALL GRAB BAR (ON NEAR WALL), ONE REAR WALL GRAB BAR. ALTERNATE A ACCESSIBLE STALL: 42" SIDE WALL GRAB BAR EACH SIDE ALTERNATE B' ACCESSIBLE STALL: ONE 42" SIDE WALL GRAB BAR (ON NEAR WALL), ONE REAR WALL GRAB BAR. SIDE WALL GRAB BAR: MINIMUM LENGTH AS INDICATED, MOUNTED 12" MAXIMUM OFF REAR WALL. REAR WALL GRAB BAR: MINIMUM LENGTH 36 ",12" MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. REFER TO ELEMENT 12.8: GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. ELEMENT 12.3: URINALS 4.18.2 HEIGHT 4 R83CLEAR F B RALLA -TYPE OR WALL HUNG WITH AN ELONGATED RIM AT 17" MAXIMUM ABOVE THE FLOOR. ACLEAR SPACE 30" WIDE BY 48" DEEP MINIMUM SHALL BE PROVIDED IN FRONT OF URINAL TO ALLOW A FORWARD APPROACH. THIS SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE, URINAL SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF THE URINAL RIM MAY BE PROVIDED WITH 29" CLEARANCE BETWEEN THEM. 4.18.4 FLUSH CONTROLS CONTROLS SHALL BE 44" MAXIMUM ABOVE THE FINISHED FLOOR. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. FE 2 L - 11'.2 DETAIL 12.3.1 DETAIL 12.32 ELEMENT 12.4: LAVATORIES & MIRRORS 4.19.2 HEIGHT AND CLEARANCE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34' ABOVE THE FINISH FLOOR. LAVATORIES SHALL EXTEND 17" MINIMUM FROM THE WALL. CLEARANCE OF 29" MINIMUM SHALL BE PROVIDED FROM FINISH FLOOR TO BOTTOM OF APRON. KNEE CLEARANCE OF 27" MINIMUM SHALL EXTEND F MINIMUM UNDER THE EDGE OF THE LAVATORY. TOE CLEARANCE OF 9" MINIMUM SHALL BE PROVIDED FOR THE FULL DEPTH OF THE LAVATORY. 4.19.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30' BY 48' SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. 4.19.4 EXPOSED PIPES AND SURFACES HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4.27.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF -CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS, 4.19.6 MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAXIMUM ABOVE THE FINISH FLOOR. 4.23.9 MEDICINE CABINETS IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" ABOVE THE FLOOR. MAX. DETAIL 12.5.1 i m L - 48" MIN. DETAIL 12.5.2 MIN. 5 1 6 ELEMENT 12.5: SINKS 4242 HEIGHT SINKS SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. 424.3 KNEE CLEARANCE KNEE CLEARANCE OF 27' HIGH MINIMUM, 30" WIDE MINIMUM, AND 19" DEEP MINIMUM SHALL BE PROVIDED UNDERNEATH SINKS. 424.4 DEPTH EACH SINK SHALL BEA MAXIMUM 6-1/7 DEEP. 424.5 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE SINK. 424.6 EXPOSED PIPES AND SURFACES HOT WATER AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 427.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF -CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. ELEMENT 12.6: BATHTUBS 420.1 WHERE REQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED, THEN AT LEAST ONE TUB SHALL COMPLY WITH THIS SECTION, ORAT LEAST ONE SHOWER COMPLYING WITH ELEMENT 12.7: SHOWER STALLS SHALL BE PROVIDED, 4.202 FLOOR SPACE CLEAR FLOOR SPACE IN FRONT OF BATHTUBS SHALL BE PROVIDED AS FOLLOWS (ALL DIMENSIONS ARE MINIMUMS): IN TUB SEAT, WITH APPROACH FROM HEAD END OF TUB: 30" WIDE, 60" LONG. IN TUB SEAT, SIDE APPROACH: 48" WIDE, 60" LONG. SEAT AT HEAD OF TUB, WITH APPROACH FROM HEAD END: 30" WIDE, 75" LGNG. LAVATORY MAY BE LOCATED AT FOOT (CONTROL) END OF TUB WITHIN THE REQUIRED CLEAR FLOOR SPACE. 420.3 SEAT AN IN-TUB SEAT OR A SEAT AT THE HEAD END OF THE TUB SHALL BE PROVIDED. SEAT AT HEAD OF TUB, WHERE USED, SHALL BE 15" WIDE. SEATS SHALL BE SECURELY AND SHALL NOT SKIP DURING USE. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT 12.9: TUB/SHOWER SEATS. 420.4 GRAB BARS GRAB BARS SHALL BE PROVIDED AS FOLLOWS: WITH IN TUB SEAT: CONTROL WALL: 24" LONG MINIMUM, FROM OUTSIDE WALL, 33-36" ABOVE FLOOR. BACK WALL 2 BARS, 24" LONG MINIMUM, IT MAXIMUM FROM FOOT END, 24" MAXIMUM FROM HEAD END; ONE 33-36" ABOVE FLOOR, ONE 9" ABOVE TOP OF TUB. HEAD WALL: 12' MINIMUM, FROM OUTSIDE WALL, 33'36" ABOVE FLOOR. WITH SEAT AT HEAD OF TUB: CONTROL WALL: 24" LONG MINIMUM, FROM OUTSIDE WALL, 33-36" ABOVE FLOOR. BACK WALL: 2 BARS, 48" LONG MINIMUM, 12" MAXIMUM FROM FOOT END, 15" MAXIMUM FROM HEAD END; ONE 33-36" ABOVE FLOOR ONE 9" ABOVE TOP OF TUB. HEAD WALL: NONE 427.4 CONTROLS FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. CONTROLS SHALL BE LOCATED ON THE FOOT WALL BELOW THE GRAB BAR, AND SHALL BE OFFSET TO THE FRONT HALF OF THE TUB. 420.6 SHOWER UNIT A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND -HELD SHOWER SHALL BE PROVIDED. 420.7 BATHTUB ENCLOSURES IF PROVIDED, ENCLOSURES SHALL NOT OBSTRUCT CONTROLS OR TRANSFERS FROM WHEELCHAIRS ONTO BATHTUB SEAT OR INTO TUB. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS MOUNTED ON THEIR RIMS. ELEMENT 12.7: SHOWER STALLS 4.21.1 WHERE REQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED, THEN AT LEAST ONE SHOWER SHALL COMPLY WITH THIS SECTION, OR AT LEAST ONE TUB COMPLYING WITH ELEMENT 12.6: BATHTUBS SHALL BE PROVIDED. 4212 SIZE AND CLEARANCES SHOWER STALL SIZE AND CLEAR FLOOR SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING TWO OPTIONS (EXCEPT AS OTHERWISE PERMITTED IN TRANSIENT LODGING): TRANSFER SHOWER SIZE 36" WIDE BY 36" DEEP. CLEAR FLOOR SPACE: 36" WIDE MINIMUM, 48" LONG MINIMUM, FROM CONTROL WALL, EXTENDING 12" MINIMUM BEYOND SEAT WALL. (LAVATORY MAY NOT PROTRUDE INTO CLEAR FLOOR SPACE). 4.21.3 SEAT SEAT IS REQUIRED IN 36" BY 36" STALLS, AND SHALL HAVE THE FOLLOWING FEATURES: SHALL BE 17 -19" ABOVE BATHROOM FLOOR. SHALL EXTEND THE FULL DEPTH OF THE STALL. SHALL BE LOCATED ON THE SIDE WALL OPPOSITE CONTROL WALL. MAXIMUM SPACE BETWEEN WALL AND SEAT EDGE SHALL BE 1.112 ". SHALL PROJECT 16" MAXIMUM INTO STALL WIDTH, EXCEPT AT THE REAR 15' MAXIMUM OF THE STALL, WHERE THE SEAT MAY PROJECT 23' MAXIMUM INTO THE STALL WIDTH. WHERE A FIXED SEAT IS PROVIDED IN A ROLL -IN SHOWER IT SHALL BE A FOLDING TYPE AND SHALL BE MOUNTED ON THE WALL ADJACENT TO THE CONTROLS. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT 12.9: TUBISHOWER SEATS. 4.21.4 GRAB BARS GRAB BARS, MOUNTED 33.36" ABOVE THE FLOOR, SHALL BE PROVIDED AS FOLLOWS: TRANSFER SHOWER: CONTROL WALL: FULL WIDTH, CONNECTING TO BACK WALL GRAB BAR BACK WALL: 18" LONG, CONNECTING TO CONTROL WALL GRAB BAR. SEAT WALL: NONE ROLL -IN SHOWER: SIDE WALLS: FULL WIDTH, CONNECTING TO GRAB BAR ON BACK WALL. BACK WALL: FULL WIDTH, CONNECTING TO GRAB BARS ON SIDE WALLS. REFER TO ELEMENT 12.8: GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. 4.21.5 CONTROLS AT TRANSFER SHOWERS, CONTROLS SHALL BE ON A SIDE WALL, OPPOSITE THE SEAT WALL, AND SHALL BE OFFSET TO THE FRONT HALF OF THE STALL. AT ROLL-IN SHOWERS, CONTROLS MAY BE LOCATED ON THE BACK WALL, WITH THE SHOWER HEAD A MAXIMUM 27" FROM A SIDE WALL, OR ON EITHER SIDE WALL. IF LOCATED ON THE BACK WALL, CONTROLS SHALL BE OFFSET TO ONE SIDE. ALL SHOWER CONTROLS SHALL BE LOCATED 38" MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR. FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 421.6 SHOWER UNIT A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAN CAN BE USED BOTH AS A FIXED SHOWER AND AS A HAND -HELD SHOWER SHALL BE PROVIDED. EXCEPTION: IN UNMONITORED FACILITIES WHERE VANDALISM IS A CONSIDERATION, A FIXED SHOWER HEAD MOUNTED AT 48" ABOVE THE SHOWER FLOOR MAYBE USED IN LIEU OF THE HAND -HELD SHOWER HEAD. 421.7 CURBS IF PROVIDED, CURBS ON TRANSFER SHOWERS SHALL BE NO HIGHER THAN 112". ROLL-IN SHOWERS SHALL NOT RAVE CURBS. 421.8 SHOWER ENCLOSURES IF PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. BACK Z. CLEAR FLOOR SPACE I m 48" SHOWER STALL V_0__ C 16' MAX SHOWER SEAT DETAIL ELEMENT 12.8: GRAB BARS 1t -i CONTROL AREA 4262 SIZE AND SPACING DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1 -1/4" TO I.11T, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE SPACE BETWEEN GRAB BARS AND ADJACENT WALLS SHALL BE 1 -112 ". 426.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. 2. SHEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE SHEAR STRESS FOR MATERIAL USED. IF CONNECTION BETWEEN GRAB BAR AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS, 426.4 ELIMINATING HAZARDS GRAB BARS AND ADJACENT WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES. EDGES SHALL HAVE A RADIUS OF 1/8" MINIMUM. 7 ELEMENT 12.9: TUB /SHOWER SEATS 421.3 BATHTUBS: IN -TUB SEATS, OR SEATS AT HEAD END OF ACCESSIBLE BATHTUBS, SHALL COMPLY WITH THIS SECTION. (REFER TO ELEMENT 12.6: BATHTUBS.) SHOWERS: REQUIRED SEAT IN'TRANSFER' SHOWER AND ANY SEAT PROVIDED IN A'ROLL IN' SHOWER SHALL COMPLY WITH THIS SECTION. (REFER TO ELEMENT 12.7: SHOWER STALLS.) 4.35.4 WHERE APPLICABLE BENCHES REQUIRED INACCESSIBLE DRESSING AND FITTING ROOMS (REFER TO ELEMENT 20: DRESSING AND FITTING ROOMS) SHALL COMPLY WITH THE STRUCTURAL STRENGTH REQUIREMENTS OF THIS SECTION. 426.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. 2. SHEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE SHEAR STRESS FOR MATERIAL USED. IF CONNECTION BETWEEN SEAT AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. ELEMENT 14: STORAGE 4.1.3(12)(A) IF FIXED OR BUILT -IN STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED IN ACCESSIBLE SPACES, AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THIS SECTION. 4.1.3(12)(8) WHERE APPLICABLE SHELVES OR DISPLAY UNITS ALLOWING SELF -SERVICE BY CUSTOMERS IN MERCANTILE OCCUPANCIES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. 4.1.7(3)(E) WHERE REQUIRED HISTORIC PRESERVATION: DISPLAYS AND WRITTEN INFORMATION, DOCUMENTS, ETC. SHOULD BE LOCATED WHERE THEY CAN BE SEEN BY A SEATED PERSON. EXHIBITS AND SIGNAGE DISPLAYED HORIZONTALLY (E.G., OPEN BOOKS) SHOULD BE NO HIGHER THAN 44" ABOVE THE FLOOR. 425.2 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 425.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED, ACCESSIBLE STORAGE SPACES SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FLOOR. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20-25" DEEP, THE MAXIMUM HEIGHT SHALL BE 44 "; IF THE OBSTRUCTION IS LESS THAN 20 ", MAXIMUM HEIGHT SHALL BE 48 ". WHERE A SIDE REACH IS PROVIDED, ACCESSIBLE STORAGE SPACES SHALL BE 54' MAXIMUM AND 9' MINIMUM ABOVE THE FLOOR. MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24' MAXIMUM DEEP. CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM 54" ABOVE FLOOR WHERE A SIDE REACH IS REQUIRED. WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 10' AS AT CLOSETS WITH INACCESSIBLE DOORS) THE FOLLOWING CRITERIA SHALL BE MET: SHELVES: MAXIMUM REACH: 21'; HEIGHT: 48" MAXIMUM, 9" MINIMUM. CLOTHES RODS: 21" MAXIMUM REACH; HEIGHT: 48" MAXIMUM. 427.4 HARDWARE HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE HARDWARE SHALL BE NO GREATER THAN 5 LB. ANY AMOUNT Z. V1 n j DETAIL 14.3 r z a N E. ER n DETAIL 14.4 ELEMENT 15: ALARMS 4.1.3(14) IF EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEN THEY SHALL INCLUDE BOTH AUDIBLE AND VISIBLE ALARMS COMPLYING WITH THIS SECTION. 428.1 WHERE REQUIRED WHEN REQUIRED, VISUAL ALARMS SHALL BE PROVIDED IN EACH OF THE FOLLOWING AREAS, AS A MINIMUM: RESTROOMS AND ANY OTHER GENERAL USAGE AREAS (E.G., MEETING ROOMS), HALLWAYS, LOBBIES, AND ANY OTHER AREA FOR COMMON USE. 418.2 AUDIBLE ALARMS IF PROVIDED, AUDIBLE ALARMS SHALL PRODUCE A SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST 15 DBA OR EXCEEDS ANY MAXIMUM SOUND LEVEL WITH A DURATION OF 60 SECOND BY 5 DBA, WHICHEVER IS LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 120 DBA 418.3 VISUAL ALARMS VISUAL ALARM SIGNAL APPLIANCES SHALL BE INTEGRATED INTO THE BUILDING OR FACILITY ALARM SYSTEM. IF SINGLE STATION AUDIBLE ALARMS ARE PROVIDED THEN SINGLE STATION VISUAL ALARM SIGNALS SHALL BE PROVIDED. VISUAL ALARM APPLIANCES SHALL HAVE THE FOLLOWING FEATURES: 1. THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. 2. THE COLOR SHALL BE CLEAR OR NOMINAL WHITE (I.E., UNFILTERED OR CLEAR FILTERED WHITE LIGHT). 3. THE MAXIMUM PULSE DURATION SHALL BE TWO- TENTHS OF ONE SECOND WITH A MAXIMUM DUTY CYCLE OF 40 %. (THE PULSE DURATION IS DEFINED AS THE TIME INTERVAL BETWEEN INITIAL AND FINAL POINTS OF 10% OF MAXIMUM SIGNAL.) 4. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA S. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ AND A MAXIMUM OF 3 HZ. 6. THE APPLIANCE SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 7. IN GENERAL, NO PLACE IN ANY ROOM OR SPACE SHALL BE MORE THAN 50' FROM THE SIGNAL MEASURED IN A HORIZONTAL PLANE). IN LARGE ROOMS AND SPACES EXCEEDING 100' ACROSS, WITHOUT OBSTRUCTIONS 6' ABOVE THE FINISH FLOOR SUCH AS AUDITORIUMS, DEVICES MAY BE PLACED AROUND THE PERIMETER, SPACED A MAXIMUM 100' APART, IN LIEU OF SUSPENDING APPLIANCES FROM THE CEILING. B. NO PLACE IN COMMON CORRIDORS OR HALLWAYS SHALL BE MORE THAN 50' FROM THE SIGNAL. 418.4 AUXILIARY ALARMS UNITS AND SLEEPING ACCOMMODATIONS SHALL HAVE A VISUAL ALARM CONNECTED TO THE BUILDING EMERGENCY ALARM SYSTEM OR SHALL HAVE A STANDARD 11 D-VOLT ELECTRICAL RECEPTACLE INTO WHICH SUCH AN ALARM CAN BE CONNECTED AND A MEANS BY WHICH A SIGNAL FROM THE BUILDING EMERGENCY ALARM CAN TRIGGER SUCH AN AUXILIARY ALARM. WHEN VISUAL SIGNALS ARE IN PLACE, THE SIGNAL SHALL BE VISIBLE IN ALL AREAS OF THE UNIT OR ROOM. INSTRUCTIONS FOR USE OF THE AUXILIARY ALARM OR RECEPTACLE SHALL BE PROVIDED. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 11 1 12 ELEMENT 16: SIGNAGE 4.1.3(16)(A)UWHERE APPLICABLE OSIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR: RAISED AND BRAILLED CHARACTERS AND PICTOGRAMS FINISH AND CONTRAST MOUNTING LOCATION AND HEIGHT 4.1.2(7) 41NI6)(B) 4.1.2(7) 4.1.3(16)(B) WHERE APPLICABLE SIGNS WHICH PROVIDE DIRECTION TO, OR INFORMATION ABOUT, FUNCTIONAL SPACES OF THE BUILDING SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR CHARACTER PROPORTION CHARACTER HEIGHT FINISH AND CONTRAST EXCEPTION: BUILDING DIRECTORIES, MENUS, AND ALL OTHER SIGNS WHICH ARE TEMPORARY ARE NOT REQUIRED TO COMPLY. 412(7) WHERE APPLICABLE ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE: A PARKING SPACES DESIGNATED AS RESERVED FOR PERSONS WITH DISABILITIES; B. ACCESSIBLE PASSENGER LOADING ZONES; C. ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE TO INDICATE ROUTE TO NEAREST ACCESSIBLE ENTRANCE); D. ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE. 4.30.2 CHARACTER PROPORTION LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE - WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND 1:10. 4.30.3 CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. FOR SIGNS HIGHER THAN 80' ABOVE THE FINISH FLOOR, CHARACTER SIZE SHALL BE T MINIMUM. LOWER CASE LETTERS ARE PERMITTED. 4.30.4 RAISED AND BRAILLEO CHARACTERS LETTERS AND NUMERALS SHALL BE RAISED 1137, UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTER HEIGHT: 518" MINIMUM, THIGH MAXIMUM. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM, THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE 6" MINIMUM. 4.30.5 FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON - GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND). 4.30.6 MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE - LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60' ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN T OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 4.30.7 SYMBOLS OF ACCESSIBILITY 1. FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2. VOLUME CONTROL TELEPHONES, WHEN REQUIRED, SHALL BE IDENTIFIED BY A SIGN CONTAINING A DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES. 3. TEXT TELEPHONES, WHEN REQUIRED, SHALL BE IDENTIFIED BY THE INTERNATIONAL MD SYMBOL. IN ADDITION, IF A FACILITY HAS A PUBLIC TEXT TELEPHONE, DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF THE NEAREST TEXT TELEPHONE SHALL BE PLACED ADJACENT TO ALL BANKS OF TELEPHONES WHICH DO NOT CONTAIN A TEXT TELEPHONE. SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TDD SYMBOL. IF A FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE ENTRANCE (E.G. IN A BUILDING DIRECTORY). 4. ASSISTIVE LISTENING SYSTEMS. IN ASSEMBLY AREAS WHERE PERMANENTLY INSTALLED ASSISTIVE LISTENING SYSTEMS ARE REQUIRED, THE AVAILABILITY OF SUCH SYSTEMS SHALL BE IDENTIFIED WITH SIGNAGE THAT INCLUDES THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS. , -X ,- rMENMI . . - - .. LETTER 8 NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 81:1 AND A STROKE - WIDTH TO HEIGHT RATIO BETWEEN 1:581:10. LETTERS AND NUMBERS SHALL BE RAISEDIN1132", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE, RASIED CHARACTERS SHALL BE AT INTERNATIONAL SYMBOL LEAST 5V HIGH, BUT NO HIGHER THAN T. OF ACCESSIBILTY DETAIL 16.1 DETAIL 162 LIGHT SWITCH THERMOSTATS, I— CONVENIENCE OUTLETS DETAIL 16.3 DATA, TEL., ETC. ELEMENT 17: PUBLIC TELEPHONES 4.1.3(17)(A) WHERE APPLICABLE IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED CIRCUIT TELEPHONES, OR OTHER PUBLIC TELEPHONES ARE PROVIDED, THEN THEY SHALL COMPLY WITH THIS SECTION IN THE QUANTITIES INDICATED BELOW: 1. IF ONE OR MORE SINGLE UNIT OF A TYPE OF PUBLIC TELEPHONE IS PROVIDED ON A FLOOR, THEN AT LEAST ONE OF THOSE PHONES SHALL COMPLY WITH THIS SECTION. 2. IF ONE BANK (DEFINED AS TWO OR MORE ADJACENT PUBLIC TELEPHONES, OFTEN INSTALLED AS A UNIT) OF A TYPE OF TELEPHONE IS PROVIDED ON A FLOOR THEN AT LEAST ONE OF THE TELEPHONES AT THE BANK SHALL COMPLY WITH THIS SECTION. 3. IF TWO OR MORE BANKS OF A TYPE OF PUBLIC TELEPHONE ARE PROVIDED ON A FLOOR, THEN AT LEAST ONE TELEPHONE PER BANK SHALL COMPLY WITH THIS SECTION. THE ACCESSIBLE UNIT MAY BE INSTALLED AS A SINGLE UNIT IN PROXIMITY (EITHER VISIBLE OR WITH SIGNAGE) TO THE BANK. AT LEAST ONE PUBLIC TELEPHONE PER FLOOR SHALL MEET THE REQUIREMENTS FOR A FORWARD REACH TELEPHONE. EXCEPTION: FOR EXTERIOR INSTALLATIONS ONLY, IF DIAL TONE FIRST SERVICE IS AVAILABLE THEN A SIDE REACH TELEPHONE MAY BE INSTALLED INSTEAD OF THE REQUIRED FORWARD REACH TELEPHONE (I.E., ONE TELEPHONE IN PROXIMITY TO EACH BANK SHALL COMPLY WITH THIS SECTION). ADDITIONAL PUBLIC TELEPHONES MAY BE INSTALLED AT ANY HEIGHT. UNLESS OTHERWISE SPECIFIED, ACCESSIBLE TELEPHONES MAY BE EITHER FORWARD OR SIDE REACH. 4.1.3(17)(B) WHERE APPLICABLE ALL TELEPHONE REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH A VOLUME CONTROL. IN ADDITION, 25 %, BUT NEVER LESS THAN ONE, OF ALL OTHER PUBLIC TELEPHONES PROVIDED SHALL BE EQUIPPED WITH A VOLUME CONTROL AND SHALL BE DISPERSED AMONG ALL TYPES OF TELEPHONES, INCLUDING CLOSED CIRCUIT TELEPHONES, THROUGHOUT THE BUILDING OR FACILITY. SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SHALL BE PROVIDED AT EACH TELEPHONE EQUIPPED WITH A VOLUME CONTROL. 4.1.3(17)(C) TEXT TELEPHONES: WHERE REQUIRED01. IF A TOTAL NUMBER OF 4 OR MORE PUBLIC PAY TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIOR PHONES) IS PROVIDED AT A SITE, AND AT LEAST ONE IS IN AN INTERIOR LOCATION, THEN AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. 2. IF AN INTERIOR PUBLIC PAY TELEPHONE IS PROVIDED IN A STADIUM OR ARENA, IN A CONVENTION CENTER, IN A HOTEL WITH A CONVENTION CENTER, OR IN A COVERED MALL, AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IN THE FACILITY. 3. IF A PUBLIC TELEPHONE IS LOCATED IN OR ADJACENT TO A HOSPITAL EMERGENCY ROOM, HOSPITAL RECOVER ROOM, OR HOSPITAL WAITING ROOM, ONE PUBLIC TEXT TELEPHONE WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF 3 OR MORE PUBLIC PAY TELEPHONES, AT LEAST ONE PUBLIC PAY TELEPHONE IN EACH SUCH BANK SHALL BE EQUIPPED WITH A SHELF AND OUTLET TO ACCOMMODATE A PORTABLE TEXT TELEPHONE AS DESCRIBED BELOW. 416(1)(E) WHERE REQUIRED ALTERATIONSffiXSTINGCONDITIONS: AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IF: 1. ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES WITH LESS THAN 4 EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES WOULD INCREASE THE TOTAL NUMBER TO OR MORE TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION; OR 2. ALTERATIONS TO ONE OR MORE EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES OCCUR IN AN EXISTING BUILDING OR FACILITY WITH 4 OR MORE PUBLIC TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION. 4.31.2 CLEAR FLOOR SPACE A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. 4.31.3 MOUNTING HEIGHT THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAXIMUM ABOVE THE FLOOR WHERE A FORWARD REACH IS REQUIRED, AND 54" MAXIMUM WHERE A SIDE REACH IS REQUIRED. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20.25 DEEP THE MAXIMUM HEIGHT SHALL BE 44 "; IF THE OBSTRUCTION IS LESS THAN 20" DEEP, MAXIMUM HEIGHT SHALL BE 48". MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24' MAXIMUM DEEP. 4.4.1 PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27' AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27' ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 10 I 11 1 12 13 4.31.5 HEARING AID COMPATIBLE AND VOLUME CONTROL TELEPHONES WHERE REQUIRED: 1. TELEPHONES SHALL BE HEARING AID COMPATIBLE. 2. VOLUME CONTROLS, CAPABLE OF A MINIMUM OF 12 DBA AND A MAXIMUM OF 18 DBA ABOVE NORMAL, SHALL BE PROVIDED. IF AN AUTOMATIC RESET 15 PROVIDED, THEN 18 DBA MAY BE EXCEEDED. 4.31.7 TELEPHONE BOOKS TELEPHONE BOOKS, IF PROVIDED, SHALL BE LOCATED IN A POSITION THAT COMPLIES WITH THE SAME REACH RANGES NOTED ABOVE FOR OPERABLE PARTS OF TELEPHONES. 4.31.8 CORD LENGTH THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BEAT LEAST 29" LONG. 4.31.9 TEXTTELEPHONES WHEREREQUIRED: 1. TEXT TELEPHONES USED WITH A PAY TELEPHONE SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG AS TO ALLOW CONNECTION OF THE TEXT TELEPHONE AND THE TELEPHONE RECEIVER. 2. PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TEXT TELEPHONE SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING ATEXT TELEPHONE AND SHALL HAVE 6" MINIMUM VERTICAL CLEARANCE IN THE AREA WHERE THE TEXT TELEPHONE IS TO BE PLACED. 3. EQUIVALENT FACILITATION MAY BE PROVIDED. (FOR EXAMPLE, A PORTABLE TEXT TELEPHONE MAY BE MADE AVAILABLE IN A HOTEL AT THE REGISTRATION DESK IF IT IS AVAILABLE ON A 24 HOUR BASIS FOR USE WITH NEARBY PUBLIC PAY TELEPHONES. IN THIS INSTANCE, AT LEAST 1 PAY TELEPHONE SHALL BE DESIGNED TO ACCOMMODATE THE PORTABLE TEXT TELEPHONE.) F a E . F_ I F i - - JiI- 46 "MIN. I- DETAIL 17.1 ELEMENT 18: SEATING AND TABLES 4.1.3(18) WHERE APPLICABLE IF FIXED OR BUILT -IN SEATING OR TABLES (INCLUDING, BUT NOT LIMITED TO STUDY CARRELS AND STUDENT LABORATORY STATIONS) ARE PROVIDED IN ACCESSIBLE PUBLIC OR COMMON USE AREAS, AT LEAST 5 %, BUT NOT LESS THAN 1, SHALL COMPLY WITH THIS SECTION. AN ACCESSIBLE ROUTE SHALL LEAD TO AND THROUGH SUCH AREAS. 4.32.2 SEATING IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, A MINIMUM CLEAR FLOOR SPACE FOR 30" BY 48" SHALL BE PROVIDED. CLEAR FLOOR SPACE MAY EXTEND UNDER THE TABLE OR COUNTER (INTO THE KNEE SPACE) 19" MAXIMUM. 4.32.3 KNEE CLEARANCES IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED. 4.32.4 HEIGHT OF TABLES OR COUNTERS THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE 28" MINIMUM, AND 34' MAXIMUM, ABOVE THE FINISH FLOOR. ELEMENT 19: AUTOMATIC TELLER MACHINES 4.34.2 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE AT LEAST 30" BY 48' THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED. EXCEPTION: DRIVE -UP -ONLY ATM'S NEED NOT COMPLY WITH THIS ITEM. 4.27.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED, CONTROLS AND OPERATING MECHANISMS SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FLOOR. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20-25' DEEP, MAXIMUM HEIGHT SHALL BE 48 ". WHERE A SIDE REACH IS PROVIDED, CONTROLS AND OPERATING MECHANISMS SHALL BE 54" MAXIMUM AND 9" MINIMUM ABOVE THE FLOOR. MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24" MAXIMUM DEEP. EXCEPTION: DRIVE -UP -ONLY ATM "S NEED NOT COMPLY WITH THIS ITEM. 427.4 CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.34.3 CLEARANCES AND REACH RANGES FREE STANDING OR BUILT -IN UNITS NOT HAVING A CLEAR SPACE UNDERTHEM SHALL PROVIDE FOR A PARALLEL APPROACH AND BOTH A FORWARD AND SIDE REACH TO THE UNIT. EXCEPTION: DRIVE -UP -ONLY AIM'S NEED NOT COMPLY WITH THIS ITEM. 4.34.4 EQUIPMENT FOR PERSONS WITH VISION IMPAIRMENTS INSTRUCTIONS AND ALL INFORMATION FOR USE SHALL BE MADE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY PERSONS WITH VISION IMPAIRMENTS.11NOTESISKETCHES: REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES 10 OR LESS 54 15 51 20 48112 11 53112 16 50112 21 47112 12 53 17 50 22 47 13 52112 18 49112 23 46111 14 51112 19 49 24 46 NOTE: ABOVE DOES NOT APPLY TO DRIVE UP MACHINES. ELEMENT 20: DRESSING AND FITTING ROOMS 4.1.3(21) WHERE REQUIRED WHERE DRESSING AND FITTING ROOMS ARE PROVIDED FOR USE BY THE GENERAL PUBLIC, PATIENTS, CUSTOMERS OR EMPLOYEES, 5 %, BUT AT LEAST ONE, OF THE DRESSING ROOMS FOR EACH TYPE OF USE IN EACH CLUSTER OF DRESSING ROOMS SHALL BE ACCESSIBLE AND SHALL COMPLY WITH THIS SECTION. EXAMPLES OF TYPES OF DRESSING ROOMS ARE THOSE SERVING DIFFERENT GENDERS OR DISTINCT AND DIFFERENT FUNCTIONS AS IN DIFFERENT TREATMENT OR EXAMINATION FACILITIES.) IN ALTERATIONS WHERE TECHNICAL INFEASIBILITY CAN BE DEMONSTRATED, ONE DRESSING ROOM FOR EACH SEX ON EACH LEVEL SHALL BE MADE ACCESSIBLE. WHERE ONLY UNISEX DRESSING ROOMS ARE PROVIDED, ACCESSIBLE UNISEX DRESSING ROOMS MAY BE USED TO FULFILL THIS REQUIREMENT. 42.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE ALLOWING A PERSON IN A WHEELCHAIR TO MAKE A 1800 TURN SHALL BE PROVIDED IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A SWINGING OR SLIDING DOOR (EITHER A 60" CLEAR DIAMETER SPACE, OR A TSHAPED SPACE, 60" SQUARE, WITH 36"WIDE LEGS, IS ACCEPTABLE.) NO DOOR SHALL SWING INTO ANY PART OF THE TURNING SPACE. TURNING SPACE SHALL NOT BE REQUIRED IN A PRIVATE DRESSING ROOM ENTERED THROUGH A CURTAINED OPENING AT LEAST 32" WIDE IF CLEAR FLOOR SPACE FOR A WHEELCHAIR IS PROVIDED WITHIN THE DRESSING ROOM. 4.35.3 DOORS ALL DOORS TO ACCESSIBLE DRESSING ROOMS SHALL BE ACCESSIBLE. (REFER TO ELEMENT 10: DOORS.) 4.35.4 BENCH EVERY ACCESSIBLE DRESSING ROOM SHALL HAVE A 24" BY 48" BENCH FIXED TO THE WALL ALONG THE LARGER DIMENSION. THE BENCH SHALL BE MOUNTED 17" TO 19" ABOVE THE FINISH FLOOR. CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL STRENGTH OF THE BENCH SHALL COMPLY WITH ELEMENT 12.9: TUB/ SHOWER SEATS. WHERE INSTALLED IN CONJUNCTION WITH SHOWERS, SWIMMING POOLS, OR OTHER WET LOCATIONS, WATER SHALL NOT ACCUMULATE UPON THE SURFACE OF THE BENCH AND THE BENCH SHALL HAVE A SLIP- RESISTANT SURFACE. 4.35.5 MIRROR WHERE MIRRORS ARE PROVIDED IN DRESSING ROOMS OF THE SAME USE, THEN IN AN ACCESSIBLE DRESSING ROOM, A FULL - LENGTH MIRROR, MEASURING AT LEAST IT WIDE BY 54" HIGH, SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. a_ i s ` Ar4 i paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus jl Dallas Los Angeles Miami Sacramento K` J H E a REVISIONS PROTOTYPE J 107 X 163 W STORE NUMBER 0 D WD PROJECT NUMBER A A = RAIPD0001 •/ Q A002 a 13 14 15 16 CW Ln N G '' Q 07 a1W V 0 N Q O W w O W Q Z_^ V/ F J J W W it V J E a REVISIONS PROTOTYPE J 107 X 163 W STORE NUMBER 0 D WD PROJECT NUMBER A A = RAIPD0001 •/ Q A002 a 13 14 15 16 E 0 M L 19 J F E C 1 2 3 4 5 6 7 8 9 10 11 12 13 Al 1 MEZZANINE PLAN SCALE: 1/8" = V -0" A403 -A1 4 0 A3FLOOR PLAN SCALE: 1/8" = 1' -0" 4 5 7 7 11 12 13 14 15 16 GENERAL NOTES: A. PLAN DIMENSIONS ON THIS SHEET AND LARGE SCALE DRAWINGS ARE TO FACE OF GWB AND CENTER LINES OF WINDOWS UNLESS OTHERWISE NOTED. B. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE MPLAN. C. SEE G4I A801 FOR PARTITION TYPES. D. SEE SHEET A802 FOR INTERIOR AND EXTERIOR GLAZING TYPES. E. SEE SHEET Al 04 FOR FIXTURE RELATED KEYNOTES. KEYED NOTES: W\ o PC1 Ln CBI OTUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL FD7 07 -18 -07 COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. HD1 05 -16 -07 POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P-8 FROM 72' W A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR 0 N LIB SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. L O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. Q OTUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK w METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. RE: J21A -502. O TUBE STEEL COLUMN, PAINT P-8 FROM FLOOR TO 12" ABOVE CEILING. Z O LINE OF CONCRETE CURB. SEE C-207. O4" BOLLARD, SEE F5/C-206. THE BOLLARD NEXT TO THE RX DRIVE THRU TOM WINDOW DRAWER IS TO BE 3'-6" AFG. O REMOTE DRIVE THRU. O 6" BOLLARD, RE: F51 C -206. K O CONDUIT SEE E -102 FOR LOCATION. PAINT P -11 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER I FREEZER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE GC. ANCHOR HOLES TO BE DRILLED 2 -1/2" O.C. FROM THE EDGE OF THE CASE. 11 HOT WATER HEATER PLATFORM RE: Ai /A -702. 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 14 LAVATORY, SEE PLUMBING DRAWINGS. J 15 URINAL, SEE PLUMBING DRAWINGS, 16 TOILET PARTITION, FINISH RP -1, SEE FINISH SCHEDULE. 17 ROOF DRAIN I OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. SEE PLUMBING DRAWINGS. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 T-6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P -101. H + 22 PURE WATER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C. SEE A121 P-201 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A-103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 28 LINE OF MEZZANINE STAIRS. SEE A -703. C' 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE: A91A -702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5IA -701. 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED AT 8' -6" TO BOTTOM OF PANELS AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. RE: D1 I A -601 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE FCONNECTIONS. O EXTENT OF ADA TURNING REQUIREMENTS. 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A-801. 37 UNISTRUT Q 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W1 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT. 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K101A -603 39 FOR MORE INFORMATION. E 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A -104. 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A -104. 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A-104. 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E -102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 TACTILE EGRESS SIGNAGE, SEE DETAIL K10 ON SHEET A603. 46 PFLOW AND COMPRESSOR WI 5" DEEP PIT RECESSED INTO SLAB. D '! 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID WITH MINIMUM RATING OF 2A -10BC, INSTALLED PER FIRE DEPARTMENT REQUIREMENT. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY' SIGNAGE. INSTALLED BY THE GC. SIGN TO BE MOUNTED ON DOOR #114B ONLY. MOUNT ON SALE AREAS SIDE OF THE DOOR. 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. 50 30"x 30" ACCESS PANEL MOUNTED V -0" AFF. SEE K7 I A-801. 51 KNOCK BOX MOUNTED 4'4" A.F.F. MODEL NUMBER 3200 RECESSED WITH HINGED DOOR AND TAMPER SWITCH TIED INTO THE BUILDINGS ALARM SYSTEM. FASTEN THE KNOCK BOX TO P.T. BLOCKING BOLTED TO THE C METAL STUDS. 1 GAS METER LOCATION RE: P -101. PARTITION WALL, 6" OFF THE FLOOR WITH SMOOTH, LIGHT COLOR AND EASILY CLEANABLE. EGEND: 100 ROOM NAME 4 0I NEW LOW PARTITION, RE:A-801 FOR PARTITION TYPES. NEW FULL HEIGHT PARTITION, RE: A -801 FOR PARTITION TYPES. Iw17* 71U 710].l7LI1111 INDICATES ITEMS ABOVE INDICATES DOOR NUMBER (RE: K71A -801) ROOM NUMBER n A partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 0 W\ o PC1 Ln CBI 05 -04 -07 FD7 07 -18 -07 El HD1 05 -16 -07 El W V 0 N LIB w E3 Q 2 w El F- WO Z Q J J W TOM W qq e J 0 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 Z Q a W Z Z Q N N W 2 ON li J LL V/ PARTITION TYPE (RE: G4/A-801) A101 LL WINDOW TAG (RE: A -802) x 15 16 REVISIONS El PC1 04 -30 -07 CBI 05 -04 -07 FD7 07 -18 -07 El HD1 05 -16 -07 El El El E3 E] El El El PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 Z Q a W Z Z Q N N W 2 ON li J LL V/ PARTITION TYPE (RE: G4/A-801) A101 LL WINDOW TAG (RE: A -802) x 15 16 L J H F L 2 VESTBULE 100 SALES AREA AUTOMATIC SLIDING DOOR ALL11HJM SIDEL61 -IT FRAME (BEYOND) NO THRESHOLD AT DOOR OPENING THRESHOLD PLATE (AT SIDELIGHTS ONLY) SET N A BED OF SEALANT 3 VES10TBULE FINISH FLOOR o a T.O.SLAB d n C O 4 o0LL d x= MCO w NOTE: REFER TO FLOOR PLANS FOR ORIENTATION OF SLIDNCs00 DOOR AND SIDELIGHT z:,a a.: s. a,.. ,.-;.,;,:.. s^ 'v z» uw. ... ,. ...: r:vrax r.. ' i° a.. ., e,......... .,._, ,.,. a_.-..-..,. .. •sw,.::u..,.....,....,,..a, .. 1 THRESHOLD DETAIL AT SLIDING DOOR SCALE: 3" = 1' -0" RESILIENT TO CARPET N 16 r CARPET I TRANSITION STRIP TS-1 4.2 RESILIENT FLOORING FLOORING TRANSITION STRIP 4.0 - M ALL ADJACENT FIXTURES. PROVIDE PREFORMED ANGLE AT ALL RESILIENT I VINYL COMPOSITION 3.0 — i B. F RESILIENT TO CARPET V SCALE 6"=l'-O" 16 rr GENERAL NOTES: A MMARLITE BOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED RESILIENT FLOORING TRANSITION STRIP TS -3 ALL ADJACENT FIXTURES. PROVIDE PREFORMED ANGLE AT ALL INTERSECTIONS OF MARLITE BOARD. w VINYL COMPOSITION 3.0 — i B. F TILE M partners M lidLS E1 VCT TO RESILIENT SCALE: 6 " =1' -0" Y - .. +:.a.. %.ss .. ?i'e%WYF. :. b:. E' o. ...G... ": "i x-etr .ac"' :"v <ve'a. M s 2.2 — 2.0 — SEALED CONCRETE i8 — VINYL TRANSITION STRIP VINYL COMPOSITION TILE TRANSITION STRIP TS-4 SEALED CONCRETE I Al CARPET TO CONCRETE SCALE: 6 " =1' -0" 1.0 — 4 WOMEN 109A OFFICE ADM IN. G" I CONSULTATION I Le I I JANITOR I 22 23 H D 1\ I I N ax:n+ixr- +u -'- <......>.... -., :r .c . ,..•' . v =<.,,._...a. ,,::; a ,ems <a. -a A3FLOOR FINISH PLAN SCALE: 1/8" = 1' -0" 3 1 4 5 1 6 to FROM HINGE SIC DOOR AND HOLLOW METAL FRAME - PANT PER DOOR SCHEDULE DOOR SLEEP - REFER TO DOOR SCHEDULE BEVEL SHALL BE NO GREATER THAN 1:2 CONCRETE PAD OR LANDING SLOPE IR" PREFORMED u EXPANSION °JOINT a WN SEALANT d a a A C THRESHOLD DETAIL SCALE 3" 1' -0" 7 0 K 0X:o 0 LLo= a OZ O LL FNISH FLOOR a d _ 4ALUMINLAM THRESHOLD a d SET 14 A BED Or- 1 SEALANT (TYPICAL) H E 10 MEZZANINE FINISH PLAN SCALE: 3/32" 1' -0" NOTE: QUARTER TURN INSTALLATION OF BOTH VCT TILE TYPES. FLOOR PATTERN DETAIL SCALE: 1/4"= 1' -0" 13 APPROVED FIXTURE LAYOUT PLAN FOR EXACT LOCATION OF FIXTURES. C. FINAL LAYOUT DIMENSIONS ARE TO BE VERIFIED WITH RITE AID 2852 Kelvin Avenue REPRESENTATIVE PRIOR TO TILE INSTALLATION. Irvine, CA 92614 D. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. 949.753.7676 T 949.753.7678 F PROVIDE 3/8" RADIUS CONTINOUS COVE BASE RF -3 AT ICE CREAM ` i" CABINETS, 3- COMPARTMENT SINK, AND INSIDE OF HALF- EXPOSED FLOOR wdpartners.com SINKS AT ICE CREAM CABINETS AND 3 COMPARTMENT SINK, ALSO AT COUNTERS AND CABINETS. KEYED NOTES: Bolsto O PP -2 FROM FLOOR TO T -1" A.F.F. OR UNDER SIDE OF WINDOW (RE:A601). L Columbus Dallas PROVIDE CHAIR RAIL CR_1 RE:A803. Los Angeles O 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD OVER 5/8" G.W.B. Sacralmento OFRP -2 FROM FLOOR TO F -0" A.F.F. CAP WITH MARLITE ALUMINUM EDGE, COLOR TO MATCH PANEL. OCABINETRY THIS AREA OPP -2 WAINSCOT WITH A 2" McCUE RASPBERRY BUMPER MOUNTED AT 32" O.C. AFF. THE WALLS ABOVE THE WAINSCOT ARE PAINTED P-0 SEMI -GLOSS ENAMEL; SEE SPECS) THE McCUE RASPBERRY BUMPER IS SUPPLIED BY RITE AID AND INSTALLED BY THE GC. O PP -2 FROM FLOOR TO CEILING. K OFRP -3 FROM FLOOR TO T -1" A.F.F. OR UNDERSIDE OF WINDOW WALL CAP (RE:A601). OPP -2 FROM 12" BELOW THE TOP OF STORE FIXTURE TO UNDERSIDE OF SOFFIT ABOVE. RE: K1 -A601. 10 PP -1 FROM FLOOR TO UNDERSIDE OF PHARMACY WINDOW WITH V AND 2" McCUE BUMPERS STUNNING SHADE. BUMPER SUPPLIED BY RITE AID AND INSTALLED BY G.C. (RE:A13 -A701 8 K1- A601). 11 WPA FROM 30" A.F.F. TO WINDOW SILL (RE:G7- A603). 12 FRP -1 FROM FINISH FLOOR TO CEILING 13 4' -0" HIGH WAINSCOT OF (2) LAYERS OF 1/4" FIRE TREATED PLYWOOD AT "J WAITING AREA CURVED WALL ONLY. 14 2" McCUE BUMPER RASBERRY AT CART RACK WALL MOUNTED 4" A.F.F. PROVIDED BY RITE AID AND INSTALLED BY G.C. NORTH 15 CORNER GUARD. SEE GUARD REF. FINISH MATERIAL SCHEDULE WPA. PROJECT 16 TELEPHONE SECURITY BACKER BOARD, 3/4" FIRE RESISTANT PLYWOOD w? RE: A5 / E -201 AND G10 / E -201). f< 17 MARLITE ALUMINUM CORNER MOLDING FROM FLOOR TO T -1" A.F.F . THENCLEARCORNERGUARDFROMFROMT -170 CEILING. (RE: A-601 8 A-803) M1! 1 B 4" STAINLESS STEEL COVE BASE. 19 WRAP RF -3 FLOORING 4" UP BASE. H 20 REFER TO E201 G10 FOR WALL FINISH. 42 . 21 PAINT COLOR P-8 WITH OIL -BASED ENAMEL. 4.0 22 WATER HEATER PLATFORM IS COVERED WITH FRP (TOP, BOTTOM, SIDES) 3.9 6 In 8' -0" HIGH OF FRP ON ALL WALLS OF MOP BASIN. W Ln G W V D O .. a 2 TWO F J JW iTOM VWV V i J E pp_1 is D PP_2 1/2" FIRE TREATED PLYWOOD REVISIONS 2) LAYTERS 1/4" FIRE TREATED C 0 PC7 04 -30 -07 PLYWOOD Q CB1 05 -04 -07 SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND HDII 05 -16 -07 EXTENT. o a FLOOR FINISH LEGEND: r o = TILE. c 0 Z 1.0 B - LL CARPET. O PROTOTYPE O 107 X 163 SEALED CONCRETE. STORE NUMBER U. WD PROJECT NUMBER A ! RAIPD0001 RESILIENT FLOORING. Q Al 023y 14 15 16 16 rr GENERAL NOTES: A M MARLITE BOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED BY FIXTURING IN RETAIL AREA UP TO T -1" A.F.F., EXTEND 12" MIN. BEHIND ALL ADJACENT FIXTURES. PROVIDE PREFORMED ANGLE AT ALL INTERSECTIONS OF MARLITE BOARD. ww i B. FFLOOR BASE TO EXTEND 2' -0" BEHIND FIXTURES, TYP. SEE RITE AID MM partners W Ln G W V D O .. a 2 TWO F J JW iTOM VWV V i J E pp_1 is D PP_2 1/2" FIRE TREATED PLYWOOD REVISIONS 2) LAYTERS 1/4" FIRE TREATED C 0 PC7 04 -30 -07 PLYWOOD Q CB1 05 -04 -07 SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND HDII 05 -16 -07 EXTENT. o a FLOOR FINISH LEGEND: r o = TILE. c 0 Z 1.0 B - LL CARPET. O PROTOTYPE O 107 X 163 SEALED CONCRETE. STORE NUMBER U. WD PROJECT NUMBER A ! RAIPD0001 RESILIENT FLOORING. Q Al 023y 14 15 16 E pp_1 is D PP_2 1/2" FIRE TREATED PLYWOOD REVISIONS 2) LAYTERS 1/4" FIRE TREATED C 0 PC7 04 -30 -07 PLYWOOD Q CB1 05 -04 -07 SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND HDII 05 -16 -07 EXTENT. o a FLOOR FINISH LEGEND: r o = TILE. c 0 Z 1.0 B - LL CARPET. O PROTOTYPE O 107 X 163 SEALED CONCRETE. STORE NUMBER U. WD PROJECT NUMBER A ! RAIPD0001 RESILIENT FLOORING. Q Al 023y 14 15 16 U10 I K E H C F-1 T.M W, AlMEZZANINE PLAN SCALE: 1/8"= 1' -0" 1 2 4.2 3.0 C15 15 1645714 GENERAL NOTES: A. TRACK LIGHTS TO BE CENTERED ON GRAPHIC LOCATIONS. SEE GRAPHIC PLACEMENT PLAN FOR MORE INFORMATION. g.B. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFED WITH GRAPHHICS PLAN. M C. CEILING GRID TO BE INSTALLED IN ACCORDANCE M ASTM "36-96. partners HANGER WIRES TO BE PLUMB TO WITHIN I OF 6 OR SHALL HAVE COUNTER WIRE ATTACHED ACCORDINGLY. 2852 Kelvin Avenue 5 D. REFER TO SHEET A-803 FOR FINISH MATERIAL SCHEDULE. Irvine, CA 92614 949.753.7676 T E. REFER TO HI/FP-101 FOR FIRE SERVICE RISER. A VERTICAL BACKFLOW IS 949.753.7678 F REQUIRED. A F. wdpartners.com SPRINKLER HEAD LOCATIONS ARE FOR COORDINATION PURPOSE ONLY. eG. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH GRAPHICS PLAN. Atlanta Boston Chicago L Columbus XEYED NOTES: Los Dallas Angeles MO GYP. BD, SOFFIT Miami Sacramento utO OPEN TO STRUCTURE ABOVE. O ALIGN FACE OF SOFFIT WITH THE FINISH FACE OF WINDOW OPENING. LINE OF MEZZANINE ABOVE. OROOF HATCH oiiOVERHEADCOILINGGRILLE. K O Rt RECESSED LIGHT FIXTURES IN SOFFIT TO BE CENTERED OVER FIXTURES BELOW (TYP.) w 8 LINE OF WALL ABOVE ROOF OVER FLOW PIPE. PROVIDE TRIM PER MANUFACTURERS SPEC. 30 X30- ACCESS HATCH IN DRIVE THRU PAINT TO MATCH SFT-1. 30 "X30" ACCESS PANEL IN SOFFIT. INSTALL THE ACCESS PANEL 4' -0' TO CENTERLINE FROM THE INSIDE CORNER WHERE THE TWO SOFFITS MEET. 24 "X24" ACCESS HATCH IN CANOPY CEILING G.C. TO COORDINATE LOCATION PAINT TO MATCH SFT-1. DIFFUSERS. TILES, AND GRID TO BE PAINTED P-2. EXTENT OF AC_4. PROVIDE HOLD DOWN CLIPS. NORTH M K G F C BY B•2 B.1 A 18 "X18" ACCESS HATH IN CANOPY CEILING G.C. TO COORDINATE LOCATION PAINT TO MATCH SIFT-11. SIDES) 17 WATER HEATER PLATFORM IS COVERED WITH FRP (TOP, BOTTOM NANA P-8 P-8 P-3 NA AC-1 AC-4 P-8 NAIP-8 17 ;j MI OFFICE H' I I - - - --" id GYP GYP IN GYP AC-3 101-0" 13'-6" GYP MP-2 NAP-3 1 81 81-0. GYP T-1- T-4 104 118 8'-6- 1 0'-G" 9 H0. AC 3 SFT-1 T - T-1- OFFICE D DIP 16 101-0" 106 105 Rk ffl, 4.28 T__T T 4.0 LA AC-1 D37___ _—C Y7 INN 0 00 6 ofkfl M — — "... 3.8 0 IV rol FO I 6 LOUNGE 9 0 115 ROOM— ROOM NAMEj . _ ., jTTS 0 LoiEQ - 31/4 ;' -31/4PL 1/4P ROOM NUMBER CEILING HEIGHT 8 OP 0 11- A- I00 =0 I D 13'-6" XXX— Fo 1 100 CEILING MATERIAL G LQL CEILING FINISH t==5 0j -6'.3- IPIL— Vr VESTIBULE WOMEN LU 3.4 0 0NAAW0F7011 LL AC-1 Lu EQ. L EQ. 9 2X4 CEILING MOUNTED FLUORESCENT LIGHT LUA. 8'-6" FIXTURE 109A 0 0 0 0 15 OFFICE 7i 1 0 V-0- LU Cn 108 TaLwu 31/4 3' 1 "EQ. a -31/4 T-311 Lu aw ADMIN 0 1X8 CEILING MOUNTED RECESSED FLUORESCENT F- LU ZElILIGHTFIXTURE P-8 6 2 e NA GYP 0 N 0 0 0 0 0 0 0 0 0 0 1 AC-1 01 013'-6" 0 F 81-6" 0 0 1X8 CHAIN HUNG FLUORESCENT LIGHT FIXTURE j W 109 DAU1 Tom PHARMACY 0 LU A70i--A. -a 3.0 fni 1X8 SURFACE MOUNTED FLUORESCENT LIGHT 0 0 0: Y Y R3.4- FIXTURE a 0 7 t 0 m o 0 0 0 6"x 4 AND 6"x 8 CEILING SURFACE MOUNTED 24'4" 0 RECESSED FLOURECENT LIGHT FIXTURE j, 0 t 0 F —o 0 GYP P-8 F oj 0 0 0 0 0L _ GYP 0 CEILING MOUNTED RECESSED DOWN LIGHT 0 IN E 0A 0 0 000, r7 0 CEILING MOUNTED TRACK LIGHTINGLIU CONSULTATION GYP 113 JANITOR A 3REFLECTED CEILING PLAN SCALE: 1/8" = 1' -10" 3 1 4 ILLUMINATED EXIT SIGN T 01 3 FP 0 0 = 0 GYP 0 0 0 0 CEILING MOUNTED EMERGENCY LIGHT FIXTURE 1 1 T T T D o 0 0 0 0 00Lo WALL MOUNTED EMERGENCY LIGHT FIXTUREEIF 17 NAA702-D9 7-1 e P-3 AC -1 0 0 0 0 0 0 0 2A 1' GYP EXTERIOR WALL PACK LIGHT FIXTURE MOUNTED NA Popp], T-1- MIN. OF 12" ABOVE DOOR AC-1 13'-1" AREA SALES 112 EXTERIOR EMERGENCY LIGHT FIXTURE MOUNTED 0 10 0 b MIN. OF 24" ABOVE DOORo7071V WAITING fD h, I REVISIONSSUSPENDEDACOUSTICALCEILINGk 0 0 0 0 0 0 0 0 o REFER TO DETAILS H1 AND H9 ON SHEET A702 C PCI 04-30-07Fz. F -1 I [I6-3" 01-10" 8,-8" 1 24'-8- CB1 05-04-071 SUSPENDED ACOUSTICAL CEILING HDI 05-16-07 z REFER TO DETAILS HI AND H9 ON SHEET A702 NA o 0 0 0 0 0 a NA AC-4 1 13 EXP. AC -3 E 11 VAR 114 Fm—r mr--q 1 1 11 GYP. BD. CEILING VING AREP 0 0 0 071 10 cl) 2- mo I i MECHANICAL DIFFUSER 13A L j P ElA17\ t" 3 t B NA FP-71 I P-3 1 MECHANICAL RETURN GRILLE AC-3 GYP LU LdPEP 7-1" • SPRINKLER HEAD - FINAL LOCATION BY SPRINKLER 7-4- CONTRACTOR 0 O UP RIGHT SPRINKLER HEAD - FINAL LOCATION BY PROTOTYPE SPRINKLER CONTRACTOR 107 X 163 LU POWERED EXHAUST FAN STORE NUMBER L) UNIT HEATER WD PROJECT NUMBER LU A RAIPID0001 wj A SMOKED SECURITY CEILING PANEL UL, SOUND SYSTEM w w o Al 03 4 AC UNIT 5 6 7 8 9 10 11 12 13 14 15 16 M L J H F E 1 3.3 3.0 2.s 2.0 1.8 Al M 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I/ \ J 115 MEZZANINE 47 I 72"x 72" (TYP.) I CLEARANCE PALLET LANDING b MEZZANINE PLAN SCALE: 1/8" = 1' -0" 2 COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH The proposed construction /equipment installation is approved. See attached correction sht Approved - Z _7 13 ee This anproval does not authorize the vlo ron la finance, or other Y w. regulation. A3EGRESS PLAN SCALE: 1/8"= 1' -0" 4 FA 3 P 10 11 12 13 NORTH PROJECT I t 15 16 : zs GENERAL NOTES: A FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. B. ALL MILLWORK AND CASEWORK FOR PHARMACY PROVIDED AND INSTALLED BY RITE AID UNLESS OTHERWISE NOTED. M C. G.C. TO COORDINATE LOCATION OF ANY PLUMBING FIXTURES AND ASSOCIATED PIPING FOR PHARMACY, PHOTO AND LOUNGE AREAS. D. FINAL GRAPHIC LOCATION SHALL PER GRAPHICS PLAN PROVIDED BY DECOR GRAPHICS FABRICATOR. KEYED NOTES: OTUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P -8 FROM 72" A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER WI CLEAR SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. L O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. OTUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. O TUBE STEEL COLUMN, PAINT P-8 FROM FLOOR TO 12" ABOVE CEILING. OLINE OF CONCRETE CURB. SEE C207. O 4" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU L 4Artart T partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento WINDOW DRAWER IS TO BE T-6" AF.G. O REMOTE DRIVE THRU. Lo w K' O 6" BOLLARD, SEE C -206. OCONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. 10 MC CUE CORPORATION - CARTSTOP SR- MODEL #UNI -13. CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER n Q CASES. SUPPLIED BY RITE AID AND INSTALLED BY G.C. ANCHOR HOLES T2 w TO BE DRILLED 21/2" O.C. FROM THE EDGE OF THE CASE. Cl) 11 HOT WATER HEATER PLATFORM SEE P -101 . LLI 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS Q COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. J J W J 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED 17 ROOF DRAIN / OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. H 20 3'- 6"X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P101. 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C. SEE Alt/ P -201. 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. G 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 28 LINE OF MEZZANINE STAIRS. SEE A703. 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. F F 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. O EXTENT OF ADA TURNING REQUIREMENTS. 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ E 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT. 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE INFORMATION. 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. D- 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 NOT USED. 46 PFLOW AND COMPRESSOR W1 5" DEEP PIT RECESSED INTO SLAB. 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C.. SIGN TO BE MOUNTED ON DOOR #114B ONLY. MOUNT ON SALES AREA SIDE OF THE DOOR. C 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. O 30 "X30" ACCESS PANEL MOUNTED 1' -0" AF.F. SEE K7 /A -801. HAND DIP WELL. Y51 52 PAPER TOWEL RACK MOUNTED ABOVE SINK BACK SPLASH. 53 SOAP DIPENSER MOUNTED ABOVE SINK BACK SPLASH. d LOCKERS BY RITE AID. L 4Artart T partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS 11 Z El Q El o J a El E — a E El V PROTOTYPE Z 107 X 163 STORE NUMBER LU WD PROJECT NUMBER A RAIPD0001 Al 04 14 15 16 W\ Lo w M aW n Q T2 w LLI Cl) O LLI Z I.L Q J J W TOM n LLI J REVISIONS 11 Z El Q El o J a El E — a E El V PROTOTYPE Z 107 X 163 STORE NUMBER LU WD PROJECT NUMBER A RAIPD0001 Al 04 14 15 16 L i IF E 7-. 2 4.2 2= — . 26'-0" T.O. PARAPET 28'-0" T.O. PARAPET L PITCH 18 Ad,&, I A404-Al2 I BW k8" 9 FRICTION FIT BATT. INSULATION V VAPOR BARRIER STAPLED TO0 UNDERSIDE OF ROOF PURLINS SIMPSON W36 TOP FLANGE BOTH SIDES) BAR JOIST - REFER TO STRUCT DRAWW157 18 GA C%ALV. M FILLER — PANEL BETWEEN PURLINS - DEPTH AS REWIRED - SECURE TO UNDERSIDE OF di ROOF SHEATHING I HORIZONTALE LEG OF CONT. 20 x 2" )< 16 0A. C%ALv STL ANGLE W1 5/8" X 0-15 TYPE 6-12 SCREWS • lfiu= 10 UW K9 DRAFT CURTAIN_ SCALE: 1 1/2" = 1" -0" G ' F 23'-4" I 23'-4" I 28'-0" T.O. PARAPET T.O. PARAPET T.O. PARAPET 11 12 13 14 is 16 GENERAL NOTES: LADDER UP TO ' A. SEE MEP1 01 FOR MORE INFORMATION. SAFETY POST A501-D13 If ROOFLHATCH, B. ROOFTOP EQUIPMENT LOCATIONS: VERIFY SIZE OF OPENING AND FLASHING LOCATIONS OF ALL HVAC UNITS WITH MECHANICAL, ELECTRICAL, AND STRUCTUAL SHEETS. MEMBRANE ROOFING M TM 4 FLY BUILT LIP INSULATION C. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER partners ROOFING SYSTEM TO SPECIFICATIONS FOR ROOF RELATED ITEMS, INCLUDING GUARANTEES, CRBS FLASHING, AND ETC. 2852 Kelvin Avenue 112N MIN. WOOD ROOF iFr/ SHEATWWx (SEE ' D. REFER TO ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND Irvine, CA 92614 SPECRCATIONS) 0 0 0 0 q 0 - DETAILS FOR ROOFING SYSTEM INSTALLATION, CONTRACTOR TO 949.753.7676 T am STRUCT. Duw) _ j PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURES 949.753.7678 F E:73 WOOD PUF4.114 METAL ROOF DECK E. RECOMMANDATIONS. wdpartners.com GENERAL CONTRACTOR IS TO COMPLY WITH ALL PRECAUTIONS AS SET 20 X 211 X 411 X 1644 6IALV. STEEL JOIST FORTH BY OSHA OR EQUIVALENT APPLICABLE CODE. ANY STL ANGLE AT EACH 5/8"GWI3 CONSTRUCTION INITIATED BY ABOVE REQUIRMENTS SHALL NOT SUB -P URLIN FASTEN TO G COMPROMISE THE ROOFING WARRANTY. BOTTOM OF EACH SLIDING METAL BURGLAR Atlanta SUB-PURLIN W1 (2) 12d BARS W/ LOCK - SET IN 7" BOLT TO Boston WOOD SCREWS - 13/41 MR CHANNELS WELDED TO BLOCKING Chicago EMBEDMENT * 24" OjC. ADJACENT STRUCTURE RE: COORDINATE W/ LADDER ANCHOR L Columbus K7/A-501 LOCATIONS Dallas 7 21 X 21' X 4" X WRGA GALV. KEYED NOTES: Los Angeles STL ANGLE - SECURE TO STEEL STRINGER STEEL ANGLE WELDED TO Miami D REFRIGERATION COMPRESSOR UNIT PROVIDED BY RITE AID ON 6X6 P.T. BOTTOM CHORD OF BAR rxY SPACED 24" CLEAR STRINGERS WALLED JOIST W/ INDUSTRY BETWEEN STRINGERS DUNNAGE PROVIDED BY G.C. APPROVED TIN Sacramento STEEL STUDS @ 16- O.C. W/GWB FILLET 111=1 X 2" LONG V CIA. RUNG BOTH SIDES ROOF DRAIN AND WALL SCUPPER LOCATION, SEE DETAIL A10 AND @ 12- O.C. W1 ALUMINUM Al 3-A501 FOR MORE INFORMATION. —71, OXIDE GRANULES SET IN REQUIRED. ANCHOR TO WALL TAPERED INSULATION CRICKET 1/2":12" 26 CA CORRUGATED EPDXY RESIN ADHESIVE BLOCKING LENGTHS AS STRUCTURE METAL PANEL FOLLOWS LINE OF HORIZONTAL ROOF DRAINS, RUN IN PLENUM SLOPE 118":12 SLOPE Or ROOF SECURE SHOE WITH EXPANSION TYPICAL. PANEL TO EACH STL. BOLT TO FLOOR O 30"X36" HATCH LOCATION SEE DETAIL K12-A105 FOR MORE INFORMATION. AWsLE W1 (2) Od SELF TAPPINGs MTL SCRIEWS MEZZANINE FINISH FLOOR j. JUT Q 80 MIL WALKWAY MEMBRANE, COLOR TO BE DIFFERENT FROM ROOF. PACKAGED ROOF TOP UNIT LOCATIONS. SEE G10-A501 FOR FLASHNG AND MECHANICAL DRAWINGS FOR MORE INFORMATION. LADDER DETAIL SATELLITE DISH AND MOUNTING PAD SUPPLIED AND INSTALLED BY RITEK12SCALE: 3/8" = 1" -0" AID. A PRE-INSTALLATION SURVEY WILL BE COMPLETED BY THE INSTALLATION COMPANY TO VERIFY LINE OF SIGHT. FINAL LOCATION OF DISH TO BE DETERMINED AFTER THE SURVEY. SEE DETAIL D10-A501 FOR ROOF PENETRATION DETAIL. GAS LINE, SEE MEP101 FOR MORE INFORMATION. PIPE CURB LOCATION, SEE DETAIL G7-A501 FOR MORE INFORMATION. ROOF DRAIN TIED DIRECTLY INTO STORM WATER SYSTEM. OVER FLOW DRAIN DISCHARGES ONTO DRIVE THRU OR SIDEWALK AT ENTRY. NORTH CB1 RE:,Kl3-A501. B.1 B PROJECT a' D B.2 CLASS 'Am MEMBRANE ROOF, SLOPE 114 ":12 TYPICALLY. REA501 13 VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, FLASHING PER D7-A501. ( FOR HAND DIP STORES ONLY,) . I 14 LINE OF METAL PANELS BELOW. 34A1 1/81" 1'-6- 18'4 318" GAS PIPE PENETRATION SEE DETAIL KI0 -A501 I II 18 AM I 16 GAS VENT FOR UH-1. RE: D73 M201. MMUP 4.2 1 ROOF TILE, REFER TO SHEET A201. H 4.0 PRE - FINISHED METAL COPING. 18 DISH NETWORK SATELLITE ON M PAD. A502-E7 0 3 a Q GOOSENECK WIRE CHASE THRU ROOF SEE DETAIL DI0 -A501. I — 14 zIT o y,,Q THE USE OF THE EDGE-LOK FACIA COPING SYSTEM WORKS BEST WITH A q, MINIMUM OF SEAMS OVERLAPPING THE PARAPET. INSTALL THE ROOFING w ED 01 MEMBRANE WITH THE SHEETS RUNNING PARALLEL TO THE LONG SIDE OF Uj 40 aC? -----f3.6) BUILDGING LAP SEAMS IN DIRECTION OF WATER FLOW. M 0 V22 T-2- 3 L19 ZP A403-Al2 CONDENSING UNIT (CU-1) AND EQUIPMENT PAD ON ROOF. SEE ROOF > LO PLAN RE: MEP - 101. k qqw w 04VENTSTACKSEEPLUMBINGDRAWINGFORMOREINFORMATION, G Z-0- FLASHING PER D7-A501. (FOR HAND DIP STORES ONLYJ. 6 4 11 WTRASHENCLOSUREROOF, REFER TO CIVIL DWGS. L) 9 F, 6 C LL 14 T-0- LO DRAFT CURTAIN BELOW, REFER TO DETAIL K9/A105 C3Ell01/4' T-0. T-0" 1 OW 3/4" 28'-0" 9'-5 314" 4 4K 3'-0- X-V 13'-0" 20' -91/1" T.O. PARAPET 0 LU 6 rn 26-8" LU V 01.01 Wj T.O. RTU T.O. RTU F- Z? F Z o —A401-A5 T Ell 07 1 1 Ilk 3.0 F j LU Q 5 LU A401-All 6 i I coo QALdNk-4: p 23 Lu LIBI (L 1 Lu0. 9 0 _10 9 I 12 I 12 P T-11 7/ ..117/1 9 24'-8- 25 4 T.O. RTU T1110- rw 25 1 T-0- T-0' 4'-11 70, 12 1171 Tj VT4 Ell T.O. RTU r1i N L 4wn 9 w uj 0 co _j V111 13 — G— Ell 10 3 15 1 3 1 2 A 3 ROOF PLAN SCALE: 1/8" = 1 " -0" 3 1 4 111% - -1 - RAN& I fill 11111-1 1111111 on IL 28'-0" 3 T.O. PARAPET T.O. PARAPET 17-0 3/8" 4'-5" FA F;] 11'-10 318" L 4'-2" 0 51-0. 0LO 6'-6- 1 _' 10 1 11 1 12 1 13 26'-0" PARAPET z? zo A402-Al lqqwr 1.0 14 E D REVISIONS C PCI 04-30-07 CB1 05-04-07 FD1 05-18-07 El El E3 E] B 11 El El PROTOTYPE 107 X 163 z STORE NUMBER 0M WD PROJECT NUMBER A RAIP130001 LL 0 A105 ow 15 16 N Z A 3 ROOF PLAN SCALE: 1/8" = 1 " -0" 3 1 4 111% - -1 - RAN& I fill 11111-1 1111111 on IL 28'-0" 3 T.O. PARAPET T.O. PARAPET 17-0 3/8" 4'-5" FA F;] 11'-10 318" L 4'-2" 0 51-0. 0LO 6'-6- 1 _' 10 1 11 1 12 1 13 26'-0" PARAPET z? zo A402-Al lqqwr 1.0 14 E D REVISIONS C PCI 04-30-07 CB1 05-04-07 FD1 05-18-07 El El E3 E] B 11 El El PROTOTYPE 107 X 163 z STORE NUMBER 0M WD PROJECT NUMBER A RAIP130001 LL 0 A105 ow 15 16 m IN K H F 0 C 0 1 1 2 1- 3 -- I -4 - I 5 I 6 1 7 1 8 AT.O. PARAPET L26' -0 "A.F.F. --- - - - - -- o T. O.CAN_OP_Y______ 1 FINISH Oil- J1 EXTERIOR ELEVATION - SHORT SIDE FRONT - NORTH SCALE: 1/8" = 1' -0" E7 T.O. PARAPEE28' -0" A.F.F. T.O. PARAP T. PARAPET 24' -0" A.F.F. 1 TA. PAR _ T 20 0" A.F.F• CANOF a 19' -0" A.F.F. B.O. SIGN BAND 10'-0" AFT I P -15 I 10 11 12 13 14 15 16 m partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta 4.0 ¢ 3.3 EG -1 3.0 2.8 q2j ¢ EG -z 2.2 2.0 1.8 N 1.0 Boston Chicago262 ' 2 22 15 26 19 P -13 v P -15 P -14 g v° CP -1 = CP -1 v° _ _ L Columbus 29' -0" 1 I a i I TYP. I 18 a 27 16 I Dallas i ------- --= 28' -0"A.F.F. Los Angeles Miami Sacramento 115 ° ® - - - -- -- --- P -16 18 P -14 I I STN -1 1 1 P -16 1 J8 EXTERIOR ELEVATION - SHORT SIDE REAR - SOUTH SCALE: 1/8"= 1' -0" 5 STN -1 v v v I D OOUTDOOR s v ELECTRICAL DRAWINGS. v v SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID 4 T.O. • vv W V TP-13 ri L07 I a III OROOF SCUPPER FOR DETAIL. RE: A10-Al O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. O g11AtAlAtl IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIIgAIAIAtAIAIAIAIAIAIAtAIAIAIAIAIAIAIAfilA1YIv I W® IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAP NA IAIAVAIAIAIAIAIAVAtAIAIAIAIAIAIAtAIAIAdI OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO I ume, I.L COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION AND PLUMBING DRAWINGS. LV T.O. WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). qL® IAtAIAIAIAIAtAIAIAIAIAtAtAIAtAtAl l_ A111JAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIN AIAiAAIA.. USERC PANEL, REFER TO ELECTRICAL PLAN. T-w REMOTE DRIVE THRU. SYSTEM W 11 FD1... ,.a. ..-•^ -"« ,,.b "`• s ter. .. n 12 F errs ® ®wi® • Ir ®:.r!•I ttswttttt tes 1,lAlp lAlAl l lA! 1! I ^l,lq!/1lMl/1!/1100kI 101,1AlAlAIAIAIIlAIAlAlAlA!^!!A! AlAIAlAlA! ^!1 A!A! ^!t 15 o WD PROJECT NUMBER 0- . $ RITEI 1 a 16 CMU WALL WITH STUCCO FINISH. 17 1 1__= nt I- rI- I- I- • -r - I -• u - - -. E t!. C iE AIDJ` A201 ER-4660. XX-1 MATERIAL CALL OUT TAG. SEE A-803 tlllllllllll 1 • 1 21 I I I I I I I I I I I I I Il l lili I I I I I I I 1 1 r 23 T.CLP T.O. •. ra ADDRESS NUMERALS, 24" IN HEIGHT. I I I I I I I 1 F Fill IAIAIAIAI IAIAIAIAIAIAIAIAIAIA fAlAtAIAIAIAIAtAlAIAIAIAIAIAIA AIAIAIAIAIAII qA IAIIIIAIAIAIAI AIAIAIAIAIAd 1A l11AlAlAIAIAIAIAIAIAIAIAIAIAIAIAIAlAl14 r lIAIAIAIAIAIAt IAIAIAIAIAII^ D IM t l l!M t!IAIMM!1t!1t t!t Orivc Thru Pharniac Y I I IMAIAI IAI! N4! I1IIAIAIAIA11 I I I LO..P&NOPY Iii MN 1 r_ WINE, ®® rrrr•s ®. .BYO l le. i i i i lfes,•! ®di 1 1 ir Pplvd o s Wzi © © © ©I ®© l U77iCv'%717 1aru P15F rlaaacv 7 1®! f''® l ill lM6 G'ser igG1:3 c. —na.a Lull B.O. CANOPY 1 1 t s>ma i i ® e' P•1 Y III 1 s sa 11—k- 1.m fir® rrw r l r®rralas. rs>• sal` 6`f •Cdr 1 1 T.O. CANOPY N/I 1 ei_' I PPPI PI 1 °I P 1 I I I I PPP/I PPPPPI A al imVi r MAE P/PA1' cE q Wi E. HIM i l AIAl1/ 1 ql All Al l l l l,l Al Al lAl^ lA!^ M. tA• rrr rr- or mra.se rl_.r OmY r r T.O. WAINSCOT P -16 18 P -14 I I STN -1 1 1 P -16 1 J8 EXTERIOR ELEVATION - SHORT SIDE REAR - SOUTH SCALE: 1/8"= 1' -0" 5 STN -1 aa...=» -... ,.MS.... , .,«..wv.w., ,..m - ....-x.e- ..4.,viw'mw& .._. :- xr...:°c'.e_ ..:;;::n"3'vv..e 'F< <._. n. *_•..: z.. 45re' ...<.- svY% sd.. b.°. vY. rzF+" '€. .:4Y':":°e'u.5zvti:..zrar.eA -aa E1 EXTERIOR ELEVATION AN LONG SIDE REAR - WEST SCALE: 1/8" = 1' -0" Y.:zu,. -.- . ».:,,.,,- ..:a.:,... , v ..;:.::,..,;s....- ......,:. .„ . M= a...,:.. , .. ,- ,: u,. : aa• .. as :m- *- .:.e.=:....:.,,,, yur axi,::: v v v v OOUTDOOR v v ELECTRICAL DRAWINGS. v v SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID 4 El FD1 05 -11 -07 vv W V TP-13 ri L07 I a w OROOF SCUPPER FOR DETAIL. RE: A10-Al O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO I ume, I.L COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION AND PLUMBING DRAWINGS. LV T.O. WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). 10 USERC PANEL, REFER TO ELECTRICAL PLAN. T-w REMOTE DRIVE THRU. SYSTEM W 11 FD1... ,.a. ..-•^ -"« ,,.b "`• s ter. .. n 12 F errs ® ®wi® • Ir ®:.r!•I ttswttttt tes PET s— 15 o WD PROJECT NUMBER 0- . $ RITEI1 a 16 CMU WALL WITH STUCCO FINISH. 17 1 1__= nt a oy 19 E t!. C iE AIDJ` A201 ER-4660. XX-1 MATERIAL CALL OUT TAG. SEE A-803 tlllllllllll 1 • 1 21 TYP I I I I I I I I I I I I I Il l lili I I I I I I I 1 1 r 23 T.CLP T.O. •. ra ADDRESS NUMERALS, 24" IN HEIGHT. I I I I I I I I I I I I I I— I I I I I I I I I IAIAIAIAI IAIAIAIAIAIAIAIAIAIA fAlAtAIAIAIAIAtAlAIAIAIAIAIAIA AIAIAIAIAIAII qA IAIIIIAIAIAIAI AIAIAIAIAIAd 1A l11AlAlAIAIAIAIAIAIAIAIAIAIAIAIAIAlAl14 r lIAIAIAIAIAIAt IAIAIAIAIAII^ D IM t l l!M t!IAIMM!1t!1t t!t Orivc Thru Pharniac Y I I IMAIAI IAI! N4! I1IIAIAIAIA11 I I I 1At !rt r6t!rt t609 t t t61M!::. I LO..P&NOPY Iii r 1 r_ WINE, ®® rrrr•s ®. .BYO l le. i i i i lfes,•! ®di 1 1 irIE H'f_ o s Wzi © © © ©I ®© U77iCv'%717 1aru P15F rlaaacv B.O. :• • _:. f''® igG1:3 c. —na.a Lull B.O. CANOPY 1 1 t r i ® e' P•1 Y III 1 s sa 11—k- 1.m art ' IN rrw r l r®rralas. sal` 6`f •Cdr aa...=» -... ,.MS.... , .,«..wv.w., ,..m - ....-x.e- ..4.,viw'mw& .._. :- xr...:°c'.e_ ..:;;::n"3'vv..e 'F< <._. n. *_•..: z.. 45re' ...<.- svY% sd.. b.°. vY. rzF+" '€. .:4Y':":°e'u.5zvti:..zrar.eA -aa E1 EXTERIOR ELEVATION AN LONG SIDE REAR - WEST SCALE: 1/8" = 1' -0" Y.:zu,. -.- . ».:,,.,,- ..:a.:,... , v ..;:.::,..,;s....- ......,:. .„ . M= a...,:.. , .. ,- ,: u,. : aa• .. as :m- *- .:.e.=:....:.,,,, yur axi,::: AlEXTERIOR ELEVATION - LONG SIDE FRONT - EAST SCALE: 1/8" = 1' -0" 1 2 Lt 'Wa. fc .YY 3 4 B 1a=a' " . . ti$ w497- 5: 7 11 12 13 STN -1 P -14 16 14 I Fill - - TWI FINISH FLOOR 0' -0" STN -1 Ole] J: GENERAL NOTES: A. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE B. SEE SHEET A-802 FOR WINDOW TYPES. v v v v OOUTDOOR v v ELECTRICAL DRAWINGS. v v SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID sF El FD1 05 -11 -07 vv W V O PROVIDE METAL DRIP EDGE ABOVE DOORS. w OROOF SCUPPER FOR DETAIL. RE: A10-Al O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO I.L COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION AND PLUMBING DRAWINGS. LV O WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). B; 10 USERC PANEL, REFER TO ELECTRICAL PLAN. T-w REMOTE DRIVE THRU. SYSTEM W 11 FD1... ,.a. ..-•^ -"« ,,.b "`• s ter. .. n 12 6" HEIGHT IN LETTERING WITH BUSINESS NAME AND SUITE NUMBER .'t F PROTOTYPE mss - .,., _';......= ,,•.....- ^s'•` m „*” .,..,,."" 13 m m 14 STORE NUMBER 15 o m WD PROJECT NUMBER m= m 16 CMU WALL WITH STUCCO FINISH. 17 1 B nt t. 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E t!. BY EAGLE ROOFING #3124 "BURNT ORANGE BROWN FLASHED ". ICBO NO. A201 ER-4660. XX-1 MATERIAL CALL OUT TAG. SEE A-803 tlllllllllll CONCRETE CURB, REFER TO DETAIL A501 -A1 21 TYP s„ .aeu 22 APPROXIMATE LINE OF ROOF. VERIFY WITH STRUCTURAL DWGS. 23 T.CLP ra Illlllllltt w®tlllwt® ADDRESS NUMERALS, 24" IN HEIGHT. DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED P -15. 25 REFER TO DETAIL A401 -E1. D 1 1 T.O. CANOPY N/I 1 I PPPI PI 1 °I P 1 I I I I PPP/I PPPPPI A A"A A A N I 1 I I IPI 1 q - I PI 1•/1 P/PA1' 1 i l AIAl1/ 1 ql All Al l l l l,l Al Al lAl^ lA!^ 1^ tA• Al^ IAl 1A1R11 1 1 lAlrl l IAU l/ Ir-" l- l lAl l l 11/ 1l Nl/ AIIAI iAIAI/ uu i ^lAlIlAI/ l lAl,lI!1! irate.---- A! Ml iAl lAlAI/ 1! uur- A! A! A! I\11-•r" A1 n+/ uc- lAfA .:-:—a— ql AllillllA ry! i lAlAIAlAl!/1!A!/1lAlA a-u lA•,,11 lAl lAlAl 1- raga T.O. CANOPY 9gntq pggrj! Iggrj pgnjnjnP MrPPPPPPPPPI ppjgrPPPPPPj!rq PPPlgrlrP• I I I I I I I I I i I I i I ! I I I CPA hAIAIAtAIAtAtAIAtAAd 4AIAIAIAIAIAIAIAIAIAIttAIAIAIAIAIAIAIAIAIAIAIAlAlA11IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAItIAIAIAL. Iaaaa,r a.Aaaa AtAtAtAAlAU4jAlAIAIAtAtAIAI I aa.Aa.rAaaaaaaaa IAtAIAIAIAIAIAIAIAIAIAIAIAIAIAIAtAIAIAtAI lA lii a ..> 1 CANOPY 1 1,r..aaaaa.aaaaaaaa.• 1 ®d!® AM aim aim ME T.O. • to• w. a ®. re v, salt a_la f• ---' A=— =__= °= = =0 ems, 11,1 ar= mss 1;_-_. =-vim_ s o_'= - 1 1 AlEXTERIOR ELEVATION - LONG SIDE FRONT - EAST SCALE: 1/8" = 1' -0" 1 2 Lt 'Wa. fc .YY 3 4 B 1a=a' " . . ti$ w497- 5: 7 11 12 13 STN -1 P -14 16 14 I Fill - - TWI FINISH FLOOR 0' -0" STN -1 Ole] J: GENERAL NOTES: A. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE B. SEE SHEET A-802 FOR WINDOW TYPES. 26 ROOF TOP MECHANICAL UNITS. EQUIPMENT SHALL BE PROPERLY SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. 27 DECORATIVE EIFS CORNICE. REFER TO DETAIL A401 -A1. n TRASH ENCLOSURE. REFER TO DETAIL C201 -03 H KEYED NOTES: W\ OOUTDOOR WALL MOUNTED (DECORATIVE) LIGHTS, REFER TO I.f. ELECTRICAL DRAWINGS. 0 OEXTERIOR SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID sF El FD1 05 -11 -07 BLOCKING AS REQUIRED. W V O PROVIDE METAL DRIP EDGE ABOVE DOORS. w OROOF SCUPPER FOR DETAIL. RE: A10-Al O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO I.L COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION AND PLUMBING DRAWINGS. LV O WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). B; 10 USERC PANEL, REFER TO ELECTRICAL PLAN. T-w REMOTE DRIVE THRU. SYSTEM W 11 FD1... ,.a. ..-•^ -"« ,,.b "`• s ter. .. n 12 6" HEIGHT IN LETTERING WITH BUSINESS NAME AND SUITE NUMBER .'t F PROTOTYPE mss - .,., _';......= ,,•.....- ^s'•` m „*” .,..,,."" 13 EXIT ONLY" SIGN. 14 6" BOLLARD - RE: F5 -C206. STORE NUMBER 15 CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS AND WD PROJECT NUMBER SPECIFICATIONS. A 16 CMU WALL WITH STUCCO FINISH. 17 REVEAL, REFER TO A401 -K1 1 B METAL FRAME WITH STUCCO FINISH. REFER TO SHEET A803 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E t!. BY EAGLE ROOFING #3124 "BURNT ORANGE BROWN FLASHED ". ICBO NO. A201 ER-4660. XX-1 MATERIAL CALL OUT TAG. SEE A-803 20 CONCRETE CURB, REFER TO DETAIL A501 -A1 21 WOOD SHAPE PARAPET s„ .aeu 22 APPROXIMATE LINE OF ROOF. VERIFY WITH STRUCTURAL DWGS. 23 INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60" A.F.F. FROM CENTER OF THE SIGN. REFER TO SHEET A.002 AND A630 DETAIL K10 24 ADDRESS NUMERALS, 24" IN HEIGHT. DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED P -15. 25 REFER TO DETAIL A401 -E1. D 26 ROOF TOP MECHANICAL UNITS. EQUIPMENT SHALL BE PROPERLY SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. 27 DECORATIVE EIFS CORNICE. REFER TO DETAIL A401 -A1. n TRASH ENCLOSURE. REFER TO DETAIL C201 -03 oW\ C ' PCi 04 -30 -07 I.f. 0 El FD1 05 -11 -07 W V w a O LU Z TWO tNi 0 I.L a J LV Tom El B; a T-w J REVISIONS C ' PCi 04 -30 -07 CB1 05 -04 -07 El FD1 05 -11 -07 Z 0 El B; E W J PROTOTYPE W 107 X 163 STORE NUMBER O WD PROJECT NUMBER A RAIPD0001 t LEGEND: EG -X INDICATES EXTERIOR GRAPHIC LOCATION A201 W XX-1 MATERIAL CALL OUT TAG. SEE A-803 15 16 v ' • Sri. , , o a e'S*ivn , r_ + ._an ., a.cr, r .-, ,. u, '..... s„ .aeu L L I 7/8"3-LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT. 2 I 3 K1REVEAL DETAIL SCALE: 6" = 1' -0" STONE VENEER WITH OVERGROUT — INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 FOAM SHAPED MEDALLION T.O. STONE H1 DETAIL SCALE: 1112"=l'-O" H RQUGH SAWN w REFER TO ELEW FOR FINISH F E 0 j it i 8" MTL. STUD @ 16" O.C. 4 5 7 j•t- 1- - -••f: •- f.:• f 4- EC. i.•0• 0- 25••• C i : :• : :•i 1 I A503 —K1 T.O. STONE 13'4" A.F.F. 0 0 A401 —H1 E 1 T.O. STONE J 4' -0" A.F.F. 0 A5SECTION SCALE: 3/4" = 1' -0" 5 6 d d d a dd d a d a d e d d a d a d d Q a io a 7.3 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY OIL 28'-0" A.F.F. 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL BAR JOIST - SEE STRUCTURAL DRAWINGS LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING Adk 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 6" MTL. STUD @ 16" O.C. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR 0' -0" OL POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS Y_-_----,I o- - *- -•I U:- :- :•:• : -il = A401 -E1 T.O. PARAPET 5 16 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK BAR JOIST - SEE STRUCTURAL DRAWINGS 3 5/8" MTL. STUD @ 16" O.C. THROUGH WALL FLASHING AND WEEPS STEEL BEAM - RE: S102 CMU -SEE STRUCTURAL DRAWINGS FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING 13' -6" A.F.F. 5/8" GYP. BD ALUMINUM STOREFRONT SYSTEM RE: A -802 FOR LOCATION OF OPAQUE WINDOW FILM INSULATED STOREFRONT GLAZING INSULATED STOREFRONT GLAZING THROUGH WALL SILL FLASHING AND WEEPS MARLITE SILL. EXTEND MARLITE TO FINISH FLOOR MARLITE ALUMINUM CORNER MOLDING 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S fflR4 e r span 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J H' El PARAPET DETAIL SEE STRUCTURAL SCALE: 1 1 /2" = 1' -0" DRAWINGS Gf w Ga4E`. "n'... - mv..«.- _as'Y..dw.. .$.'ur °z"MiX.3... iWtWi3: ai£'N'RV x- a'.Y••- "'tl'.eY.;rrekw uw: 4'^',vx i4%t`+'^£'%a'!..u: L':Si`Far`O:i 050 CUSTOM EDGE LOCK GYP. BD. REVISIONS SHEATHING „ PRE- FINISHED METAL FASCIA BY ATAS @ 16" O.C. 0 CAP 1X BLOCKING AS TO I A503 -D1 Z Q 1/2" EXTERIOR GRADE REQUIRED I W 0) W PLYWOOD 4 CRUSHED STONE RE:S101 Q J EXTERIOR GRADE GYP. FINISH FLOOR BD. SHEATHING N 0 Z B POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING PROTOTYPE METALSTUDS 107 X 163 1 STORE NUMBER W CMU -GROUT SOLID BELOW GRADE @ 16" O.C. CONCRETE FOOTING - SEE WD PROJECT NUMBER STRUCTURAL DRAWINGS A J Q A401 MEMBRANE - ROOFING UP FOAM CORNICE 15 16 AND OVER PARAPET N 2" 4" 4" C1 PARAPET DETAIL SCALE 11/2" = 1' -0" 050 CUSTOM EDGE LOCK FASCIA BY ATAS ^ PRE FINISHED 1X BLOCKING AS ( I A503 -D1 METAL COPING CAP REQUIRED 5 7 j•t- 1- - -••f: •- f.:• f 4- EC. i.•0• 0- 25••• C i : :• : :•i 1 I A503 —K1 T.O. STONE 13'4" A.F.F. 0 0 A401 —H1 E 1 T.O. STONE J 4' -0" A.F.F. 0 A5SECTION SCALE: 3/4" = 1' -0" 5 6 d d d a dd d a d a d e d d a d a d d Q a io a 7.3 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY OIL 28'-0" A.F.F. 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL BAR JOIST - SEE STRUCTURAL DRAWINGS LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING Adk 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 6" MTL. STUD @ 16" O.C. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR 0' -0" OL POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS Y_-_----,I o- - *- -•I U:- :- :•:• : -il = A401 -E1 T.O. PARAPET 5 16 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK BAR JOIST - SEE STRUCTURAL DRAWINGS 3 5/8" MTL. STUD @ 16" O.C. THROUGH WALL FLASHING AND WEEPS STEEL BEAM - RE: S102 CMU -SEE STRUCTURAL DRAWINGS FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING 13' -6" A.F.F. 5/8" GYP. BD ALUMINUM STOREFRONT SYSTEM RE: A -802 FOR LOCATION OF OPAQUE WINDOW FILM INSULATED STOREFRONT GLAZING INSULATED STOREFRONT GLAZING THROUGH WALL SILL FLASHING AND WEEPS MARLITE SILL. EXTEND MARLITE TO FINISH FLOOR MARLITE ALUMINUM CORNER MOLDING 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S fflR4 e r span 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J H' GMU- SEE STRUCTURAL DRAWINGS GfFOAMCORNICE511r 5/8" EXTERIOR CMU -SEE STRUCTURAL DRAWINGS W GYP. BD. REVISIONS SHEATHING „ METAL STUDS 4" @ 16" O.C. 0 Q TO W Z Q AlPARAPET DETAIL SCALE: 1 1/2" = 1' -0" J W W 0) W 2. 3 4 CRUSHED STONE RE:S101 5 7 j•t- 1- - -••f: •- f.:• f 4- EC. i.•0• 0- 25••• C i : :• : :•i 1 I A503 —K1 T.O. STONE 13'4" A.F.F. 0 0 A401 —H1 E 1 T.O. STONE J 4' -0" A.F.F. 0 A5SECTION SCALE: 3/4" = 1' -0" 5 6 d d d a dd d a d a d e d d a d a d d Q a io a 7.3 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY OIL 28'-0" A.F.F. 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL BAR JOIST - SEE STRUCTURAL DRAWINGS LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING Adk 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 6" MTL. STUD @ 16" O.C. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR 0' -0" OL POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS Y_-_----,I o- - *- -•I U:- :- :•:• : -il = A401 -E1 T.O. PARAPET 5 16 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK BAR JOIST - SEE STRUCTURAL DRAWINGS 3 5/8" MTL. STUD @ 16" O.C. THROUGH WALL FLASHING AND WEEPS STEEL BEAM - RE: S102 CMU -SEE STRUCTURAL DRAWINGS FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN LAY IN CEILING 13' -6" A.F.F. 5/8" GYP. BD ALUMINUM STOREFRONT SYSTEM RE: A -802 FOR LOCATION OF OPAQUE WINDOW FILM INSULATED STOREFRONT GLAZING INSULATED STOREFRONT GLAZING THROUGH WALL SILL FLASHING AND WEEPS MARLITE SILL. EXTEND MARLITE TO FINISH FLOOR MARLITE ALUMINUM CORNER MOLDING 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S fflR4 e r span 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J H' D RECOMMENDATION STN -1 3 5/8" MTL. STUD @ 16" O.C. Gf Ci VCMU -SEE STRUCTURAL DRAWINGS W V REVISIONS wO FINISHED FLOORING RE: A102 0 Q TO W Z Q F' J W W 0) W CRUSHED STONE RE:S101 Q J D RECOMMENDATION STN -1 3 5/8" MTL. STUD @ 16" O.C. VCMU -SEE STRUCTURAL DRAWINGS REVISIONS 5/8" GYP. BD. C 0 FINISHED FLOORING RE: A102 0 Q REINFORCED CONCRETE SLAB RE: S101 WVAPORBARRIER CRUSHED STONE RE:S101 Q OR GEOTECHNICAL REPORT FINISH FLOOR 01-0. 0 Z B V + POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING PROTOTYPE 107 X 163 1 STORE NUMBER W CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE WD PROJECT NUMBER STRUCTURAL DRAWINGS A RAIPD0001 J Q A401 15 16 e`ue. '.u r S,YC.:d aHks*" . `iw u..2b ki6 `42 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 F3 P S; 4 M M B 4.0 1.0 B 4.0 1.0 1.0 2 A503—K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY AiK 28' -0" A.F.F. L . L I A503 —K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE A503 —K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE ' LOCK FASCIA BY ATAS Cp_1 LOCK FASCIA BY ATAS CP -1 I 7/8"3 LAYER STUCCO TOP OF MASONRY I TOP OF MASONRY 19k x 26' -0" A.F.F. • • 26' -0" A.F.F. { 5/8" EXTERIOR GYP. BD. SHEATHING I Y, C81 I 5/8" EXTERIOR GYP. BD. SHEATHING I 5/8" EXTERIOR GYP. BD. SHEATHING K E( METAL FLASHING P FELT UNDERLAYMENT I I I t TOP OF FRAMINGI ( BY OTHERS 23'-4" A.F.F. ROOF TILE s BIRDSTOP i' I I MEMBRANE ROOFING UP AND OVER PARAPET b I MEMBRANE ROOFING UP AND OVER PARAPET `. 8X2 STOOD TUUDS MEMBRANE ROOFING UP AND OVER PARAPET PER I THROUGH WALL FLASHING AND WEEPS I THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS J ' I CHORD ANGLE, SEE STRUCTURAL DRAWINGS I I CHORD ANGLE, SEE STRUCTURAL DRAWINGS t PLYWOOD CHORD ANGLE, SEE STRUCTURAL DRAWINGS J SHEATHING R22 RIGID INSULATION GR22RIGID INSULATION ' R22 RIGID INSULATION CBI 1 1/2" METAL DECK 1 1/2" METAL DECK: 1 1/2" METAL DECK f. H.TM METAL FLASHING I METAL FLASHING I METAL FLASHING FELT UNDERLAYMENT TOP OF CANOPY FELT UNDERLAYMENT TOP OF CANOPY REFER TO STRUCTURAL BY OTHERSBYOTHERS ( I t19' -0" A.F.F. 19' -0" A.F.F. t, ROOF TILE ` ti. ROOF TILE J' BIRDSTOP BIRDSTOP H 8X2 WOOD STUDS8X2WOODSTUDS s PER STRUCTURAL ` PER STRUCTURAL >•. PLYWOOD PLYWOOD SHEATHING BAR JOIST - SEE STRUCTURAL " °; SHEATHING BAR JOIST - SEE STRUCTURAL f BAR JOIST - SEE STRUCTURAL DRAWINGS DRAWINGS DRAWINGS 8" MTL. STUD @ 16" O.C. 7/8"3 LAYER STUCCO OVER METAL LATH AND s 7/8"3 LAYER STUCCO OVER METAL LATH AND 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD METAL OVER 8" METAL STUDS @ 16" O.C. METAL OVER 8" METAL STUDS @ 16" O.C. " OVER 8" METAL STUDS @ 16" O.C. IN FLASHINGFLASHING GG0 s F` F LAY IN ACOUSTIC CEILING SEE Oa r LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN 7 REFLECTED CEILING PLAN ,' REFLECTED CEILING PLAN D LAY IN CEILING t`F m LAY IN CEILING O LAY IN CEILING 06 13' -6" A.F.F. `' 0 013' -6" A.F.F. 13' -6" A.F.F. r ° a FO IL FACED FIBERGLASS R -15 BATT FOIL FACED FIBERGLASS R -15 BATT INSULATION 'FOIL FACED FIBERGLASS R -15 BATT INSULATION # INSULATION BOTTOM OF ARC FFVARIES F4 F4 A503 —K1 A503 —K70 OI T.O. STONE ( T.O. STONE 1 STONE VENEER WITH OVERGROUT9'-4" A.F.F. STONE VENEER WITH OVERGROUT 9'4-A.F.F. J INSTALLATION PER MANUFACTURER'S r INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 RECOMMENDATION STN -1 E r r 8" MTL. STUD @ 1 6" O.C. MTL. STU D @ 1 6" D.C. CMU -SEE STRUCTURAL DRAWINGS D U CMU -SEE STRUCTURAL DRAWINGS CMU -SEE STRUCTURAL DRAWINGS A503 —Kt A503 —K1 5/8" GYP. BD. l 5/8" GYP. BD. r , 5/8" GYP. BD. s I 3 5/8" MTL. STUD @ 16" O.C. p 3 5/8" MTL. STUD @ 16" O.C. I O I 3 5/8" MTL. STUD @ 16" O.C. T.O.STONE T.O.STONE 1 (1.) KRAFT FACED FIBERGLASS R -15 BATT t 3' 4" A.F.F. J (1.) KRAFT FACED FIBERGLASS R -15 BATT 3' 4" A.F.F. t J (1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION INSULATION INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 C THROUGH WALL FLASHING AND WEEPS " THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS C FINISHED FLOORING RE: A102 r; FINISHED FLOORING RE: A102 FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER VAPOR BARRIER €„ VAPOR BARRIER CRUSHED STONE RE:S101 F CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT OR SHED S GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT FINISH FLOOR ° FINISH FLOOR ° FINISH FLOOR 0' -0" d _ a. e c c ° ° °Q 01-0e Q'_Q" B ° t POURED CONCRETE SIDEWALK, SLOPE 2% PER d ° a ° POURED CONCRETE SIDEWALK, SLOPE 2% PER €' d ` a POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING m FOOT AWAY FROM BUILDING ° m ° FOOT AWAY FROM BUILDING v CMU -GROUT SOLID BELOW GRADE CMU -GROUT SOLID BELOW GRADE CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL CONCRETE FOOTING - SEE STRUCTURAL CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS DRAWINGS DRAWINGS A A ei tE Al SECTION = SECTION Al SECTION SCALE: 3/4" = 1' -0"' A SCALE: 3/4" =1' -0 "' SCALE: 3/4" = 1' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 fflR4n papartners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento W Q Uj r I.L. LLI Lo N LU V O LLI V) O LLI Z Q J W TOM dQ)" LLI a r J REVISIONS CB1 05 -04 -07 El 0 Cl) O PROTOTYPE 107X163 STORE NUMBER //W V WD PROJECT NUMBER RAIPD0001 J Q A402 2 um L K J LFASICIABYATAS 050 ALUMINUM CUSTOM AIGHT EDGE LOCK Cp_1 A502 -A7 G T.O. CANOPY 15' -0" A.F.F. I II F dh I I I I I I B.O. CANOPY 10'- 0 "A.F.F. E C 3 4 7 N M 11 1/2" MEMBRANE ROOFLNG RIGID INSULATION 1 1/2" METAL DECK STEEL BEAM - RE: S -102 MTL. JOISTS AT 16" O.C. SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 3 A503 -K4 41 La d ° 4 °8 ° RAIN WATER LEADER TO STORM DRAIN, SEE ° ° d STONE VENEER WITH OVERGROUT CIVIL DRAWINGS FOR CONTINUATION d INSTALLATION PER MANUFACTURER'S d f RECOMMENDATION 4 CONCRETE FOUNDATION - SEE STRUCTURAL a°. DRAWINGS WATER PROOFING ON WALL BEHIND CURB dd CONCRETE FOOTING - SEE STRUCTURAL DRAWINGSa ° ° d ° ° d ° ° SECTION AT DRIVE THRU CANOPYAlSCALE: 3/4" = V -0" 1 1 2 1 3 4 li EQ. I I A50_ SEALANT AND BACKER ROD A T 0 DRAWER PERIMETER io CONCRETE FILLED METAL BOLLARD, SEE PLANS FOR MORE INFORMATION R I REFER TO STRUCTURAL ------ H: EQ. ROOF OVERFLOW PIPE NLRE AND HANGERTO BOTTOU io CHORD OF STRUCTURE ABOVE TRIM PER MAUNFACTURERS AIR INFILTRATION BARRIER 10' -10 1/4" SPEC. COLOR TO MATCH METAL SOFFIT LOCKING ACCESS PANEL REFERENCE SPECS. 7/8"3 LAYER STUCCO OVER METAL STUDS METAL CEILING SYSTEM, SEE FINISH SCHEDULE M LO i SELF TAPPING SCREWS AT EACH LOCATION, TYP. G i Q I INSULATION RAIN WATER LEADER 5/8" EXTERIOR GRADE PLYWOOD WSHEATHING STONE VENEER WITH OVERGROUT U w GYP. BD. CEILING - -- INSTALLATION PER MANUFACTURER'S O W 13' -6" A.F.F. RECOMMENDATION 6" MTL. STUDS AT 16" O.C. W Z REFLECTED CEILING PLAN i F 2.) 518" EXTERIOR GRADE W31/2- MTL. STUD @ 16" O.C. PLYWOOD SHEATHING TOM A502 —A2 COMPOSITE METAL PANEL SYSTEM LU to TUBE STEEL BEAM - SEE STRUCTURAL CONCRETE CURB - SEE SITE DRAWINGS DETAILS 41 La d ° 4 °8 ° RAIN WATER LEADER TO STORM DRAIN, SEE ° ° d STONE VENEER WITH OVERGROUT CIVIL DRAWINGS FOR CONTINUATION d INSTALLATION PER MANUFACTURER'S d f RECOMMENDATION 4 CONCRETE FOUNDATION - SEE STRUCTURAL a°. DRAWINGS WATER PROOFING ON WALL BEHIND CURB dd CONCRETE FOOTING - SEE STRUCTURAL DRAWINGSa ° ° d ° ° d ° ° SECTION AT DRIVE THRU CANOPYAlSCALE: 3/4" = V -0" 1 1 2 1 3 4 li EQ. I I A50_ SEALANT AND BACKER ROD A T 0 DRAWER PERIMETER io CONCRETE FILLED METAL BOLLARD, SEE PLANS FOR MORE INFORMATION 7 f3 1 I I I I o FAF o a I 9 I 10 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 5/8" EXTERIOR GRADE GYP. BD. SHEATHING TOP OF PARAPET 28' -0" A.F.F. ------ -- -- -- - -- --- 7/8"3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET 11 R22 RIGID INSULATION R 1 1/2" METAL DECK REFER TO STRUCTURAL ------ H: Y NLRE AND HANGERTO BOTTOU io CHORD OF STRUCTURE ABOVE AIR INFILTRATION BARRIER 6 " MTL. STUD @ 16" O.C. W M LO 7 f3 1 I I I I o FAF o a I 9 I 10 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 5/8" EXTERIOR GRADE GYP. BD. SHEATHING TOP OF PARAPET 28' -0" A.F.F. ------ -- -- -- - -- --- 7/8"3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET 11 R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL ------ BAR JOIST STEEL BEAM HORIZONTAL REINFORCING SEE MATERLPL NOTES SHEET StQt 5/8" GYP. BD. FLASHING 16 GA. CLOSURE PLATE 1) KRAFT FACED FIBERGLASS R -15 BATT INSULATION 18" LONG 8 "x8" ANGLE TO PROTECT EXPOSED DIEBOLD TUBE CHORD ANGLE, SEE STRUCTURAL DRAWINGS BAR JOIST METAL DECK REINFORCED CONCRETE SLAB RE:S101 MEZZANINE FINISH FLOOR ---- - - - -_L10'-6" A.F.F. -- 1\7\z BOTTOM OF BAR JOIST 9'-477-17-- ----- - - - - -- LAY IN_ CEILING --- ------------- V -6" A.F.F. LAY IN ACOUSTIC CEILING 3 5/8" MTL. STUD @ 16" O.C. 5/8" GYP. BD. PAINT TYP. P 8 OUTLINE OF TUBE AND TELLER TERMINAL BULLET RESISTANT STOREFRONT SYSTEM MANUALLY OPERATED DRIVE THRU SYSTEM SUPPLIED BY RITE AID AND INSTALLED BY MANUFACTURER. ALL EXPOSED SURFACES OF DRIVE -THRU UNIT TO BE "CLEAR ANODIZED"- UNIT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS AND IN COMPLIANCE W/ LOCAL ACCESSIBILITY CODES. 1) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CMU -SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT 5/8" GYP. BD. PAINT TYP. P 8 FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER RE: K1 / S -101 CRUSHED STONE RE: S -101 OR SEE GEOTECHNICAL REPORT FINISH FLOOR E POURED CONCRETE CURB, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 10 0 A401 —C1 o y i METAL COPING CP -3 I T.: N lc) I I TEE 1 VARIES _ SEE PLAN 0 0 O rnw pU U LO Al2 SECTION SCALE: 3/4" = V -0" 12 13 5" E: : 14 I I I 15 16 wffl"" partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartnens.com PARAPET WALL BEYOND Atlanta Boston 050 ALUMINUM CUSTOM EDGE LOCK FASCIA Chicago BY ATAS L "" Columbus CP -2 Dallas Los Angeles Miami Sacramento 5/8" EXTERIOR GRADE PRESSURE TREATED PLYWOOD SHEATHING EXTERIOR GRADE GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET R22 RIGID INSULATION K TOP OF PARAPET -- 23'-4" A.F.F. 1 1/2" METAL DECK REFER TO STRUCTURAL J BAR JOIST STEEL BEAM H: NLRE AND HANGERTO BOTTOU CHORD OF STRUCTURE ABOVE AIR INFILTRATION BARRIER 6 " MTL. STUD @ 16" O.C. COMPOSITE METAL PANEL SYSTEM W M LO FOIL FACED FIBERGLASS R -21 BATT G Q Q7 INSULATION 5/8" EXTERIOR GRADE PLYWOOD WSHEATHING U w GYP. BD. CEILING - -- O W 13' -6" A.F.F. LAY IN ACOUSTIC CEILING SEE W Z REFLECTED CEILING PLAN Q F W31/2- MTL. STUD @ 16" O.C. TOM LJ.I COMPOSITE METAL PANEL SYSTEM LU to TUBE STEEL BEAM - SEE STRUCTURAL DRAWINGS 3/4" BACKER ROD @ SEALANT 6" MTL. STUD AT 16" O.C. METAL CEILING SYSTEM SF -1 DOWN LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS INSULATED STOREFRONT GLAZING D ALUMINUM STOREFRONT SYSTEM CUSTOM CUT SOLID BLOCK SILL 3 —D4 THROUGH WALL FLASHING AND WEEPS CMU- EXPOSED FACE CMU -SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION REVISIONS THROUGH WALL FLASHING AND WEEPS C FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE: S101 I VAPOR BARRIER zzCRUSHED STONE RE: S101 FINISH FINISH FLOOR - - -- O,_O" a ° I B o o Z O PROTOTYPE 107 X 163 ' POURED CONCRETE SIDEWALK, SLOPE 2% PER v FOOT AWAY FROM BUILDING STORE NUMBER W CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL WD PROJECT NUMBER vJDRAWINGSRAIPD0001 A J A403 a 14 15 16 E L K K H F E ei I•] 3 CB1 METAL FLASHING — FELT UNDERLAYMENT BY OTHERS ROOF TILE ------- BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHINGI FLASHING O A503 —K1 0 dill l T.O. STONE 9'4" A.F.F. A& B.O. STUD / T.O. WALL 8' -0" A.F.F PAINT TO MATCH ADJACENT WALL SURFACE AlSECTION SCALE: 3/4" = 1" -0" PC1 io e 4 I 5 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY i, 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK TOP BAR JOIST - SEE STRUCTURAL DRAWINGS 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN 111111111wTvAlO W4wL 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION 8" MTL. STUD @ 16" O.C. STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 8' -0" CM WALL FOR TRASH ENCLOSURE. REFER TO CIVIL DRAWINGS. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 518" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR OL n d O,_O" POURED CONCRETE SLAB REFER TO CIVIL DRAWINGS CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 6 I 7 8 M I A503 —K13 CBt METAL FLASHING FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHINGI/ FLASHING D m SECTION CMU -SEE STRUCTURAL DRAWINGS DRAWINGS SCALE: 3/4" = V -0" 3 4 5 6 7 8 OVER 8" METAL STUDS @ 16" O.C. W V Q G LAY IN ACOUSTIC CEILING SEE O REFLECTED CEILING PLAN INSULATION 2 LAY IN CEILING 13' -6" A.F.F. r W MrME1 Q INSULATION io e 4 I 5 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 TOP OF MASONRY i, 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK TOP BAR JOIST - SEE STRUCTURAL DRAWINGS 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN 111111111wTvAlO W4wL 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION 8" MTL. STUD @ 16" O.C. STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 8' -0" CM WALL FOR TRASH ENCLOSURE. REFER TO CIVIL DRAWINGS. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 518" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR OL n d O,_O" POURED CONCRETE SLAB REFER TO CIVIL DRAWINGS CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 6 I 7 8 M I A503 —K13 CBt METAL FLASHING FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHINGI/ FLASHING 11 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp-1 TOP OF MASONRY ik 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 112" METAL DECK TOP OF CANOPY 19' -0" A.F.F. BAR JOIST - SEE STRUCTURAL DRAWINGS 6" MTL. STUD @ 16" O.C. 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN O LAY IN CEILING 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION BOTTOM OF ARC CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR OIL a o,_o" POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING e CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 1 12 I 13 CB1 METAL FLASHING FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHING/ FLASHING l J A503 —K1 O T.O. STONE 9'4" A.F.F. A503 —K1 I 1 T.O. STONE O 3'4" A.F.F. h I I! Al2 SECTION SCALE: 3/4" =1' -0" 12 13 e io 14 14 15 16 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp -1 TOP OF MASONRY Ak 7/8" 3 LAYER STUCCO 5/8" EXTERIOR GYP. BD. SHEATHING rf Iw partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K TOP OF FRAMING 23'-4" A.F.F. MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS .) R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL D m SECTION CMU -SEE STRUCTURAL DRAWINGS DRAWINGS SCALE: 3/4" = V -0" 3 4 5 6 7 8 OVER 8" METAL STUDS @ 16" O.C. W V Q 11 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp-1 TOP OF MASONRY ik 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 112" METAL DECK TOP OF CANOPY 19' -0" A.F.F. BAR JOIST - SEE STRUCTURAL DRAWINGS 6" MTL. STUD @ 16" O.C. 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN O LAY IN CEILING 13' -6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION BOTTOM OF ARC CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR OIL a o,_o" POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING e CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 1 12 I 13 CB1 METAL FLASHING FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHING/ FLASHING l J A503 —K1 O T.O. STONE 9'4" A.F.F. A503 —K1 I 1 T.O. STONE O 3'4" A.F.F. h I I! Al2 SECTION SCALE: 3/4" =1' -0" 12 13 e io 14 14 15 16 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp -1 TOP OF MASONRY Ak 7/8" 3 LAYER STUCCO 5/8" EXTERIOR GYP. BD. SHEATHING rf Iw partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K TOP OF FRAMING 23'-4" A.F.F. MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS .) R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 E 6" MTL. STUD @ 16" O.C. D H BAR JOIST - SEE STRUCTURAL W CMU -SEE STRUCTURAL DRAWINGS DRAWINGS N 7/8"3 LAYER STUCCO OVER METAL LATH AND 0 BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. W V Q G LAY IN ACOUSTIC CEILING SEE O REFLECTED CEILING PLAN INSULATION 2 LAY IN CEILING 13' -6" A.F.F. r WFOILFACEDFIBERGLASSR -15 BATT Q INSULATION J j W FINISHED FLOORING RE: A102 F STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 E 6" MTL. STUD @ 16" O.C. D W CMU -SEE STRUCTURAL DRAWINGS N 0 3 5/8" MTL. STUD @ 16" O.C. W V Q 1.) KRAFT FACED FIBERGLASS R -15 BATT OQ INSULATION 2 IL O r W Z Q C ' J j W FINISHED FLOORING RE: A102 r WWV i 0 J D CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 REVISIONS THROUGH WALL FLASHING AND WEEPS C ' CB1 05 -04 -07 FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 0 VAPOR BARRIER El CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT El FINISH FLOOR OL 0' -0" El I B 7 POURED CONCRETE SIDEWALK, SLOPE 2% PER O FOOT AWAY FROM BUILDING PROTOTYPE 107X163 STORE NUMBER CMU -GROUT SOLID BELOW GRADE W V CONCRETE FOOTING - SEE STRUCTURAL WD PROJECT NUMBER DRAWINGS RAIPD0001 A Q A404 15 16 J H L F E I 7 3 t `. i it A401 -K1 VT.O. REVEAL -- A503 -G9 13'-4" 10' -0" _ T.O. CMU Al SECTION SCALE: 3/4 " =1' -0" 1> K 2 3 I 4 I 5 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP_1 TOP OF MASONRY 23'-4" A.F.F. `f 5/8" EXTERIOR GYP. BD. SHEATHING 7/8"3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL Ilk BAR JOIST - SEE STRUCTURAL DRAWINGS LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN O LAY IN CEILING 13' -6" A.F.F. I FOIL FACED FIBERGLASS R -15 BATT INSULATION I IINSULATED STOREFRONT GLAZING ALUMINUM STOREFRONT SYSTEM BRICK SILL W/ SAWCUTTOP 1/2 ":12" SLOPE a CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.0 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 6 7 112" DIA STEEL BAR WELDED TO ANGLE @ 4' O.C. HOLES FOR PAD LOCK SUPPLIED BY RITE AID PAD LOCK SUPPLIED BY RITE AID k 1/4' STEEL PLATE GUIDE WELDED AT FACE OF CHANNEL FLANGE BELOW - L3x2x114" C45.4 STEEL CHANNELFRAME WELDED HATCH OPENING ABOVE HOLES IN FRAME PLAN VIEW 4 10 DIA. STEEL BAR 5 C4x5.4 STEEL CHANNEL FRAME WELDED TO ANGLE @ 4" O.C. WELDED HATCH OPENING ABOVE L3x2x1/4' FLASHING AND WATER CUT -OFF MASTIC MEMB. HOLES FOR PAD LOCK ROOFING ON e32«w''si'e. ' 5z r'°'>iv 5Y.4.c...,X RIGID INSUL. i LAP SEALANT F.s *'eK.' -... SUPPLIED BY RITE AID n -ri.,a.,.- .:.:._ 8t PAD LOCK SUPPLIED BY RITE AID 314" DIA HOLES DRILLED IN FRAME 114" STEEL PLATE GUIDE WELDED SECTION AT FACE OF CHANNEL FLANGE Al SECTION SCALE: 3/4 " =1' -0" 1> K 2 3 I 4 I 5 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP_1 TOP OF MASONRY 23'-4" A.F.F. `f 5/8" EXTERIOR GYP. BD. SHEATHING 7/8"3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL Ilk BAR JOIST - SEE STRUCTURAL DRAWINGS LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN O LAY IN CEILING 13' -6" A.F.F. I FOIL FACED FIBERGLASS R -15 BATT INSULATION I IINSULATED STOREFRONT GLAZING ALUMINUM STOREFRONT SYSTEM BRICK SILL W/ SAWCUTTOP 1/2 ":12" SLOPE a CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.0 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 6 7 112" DIA STEEL BAR WELDED TO ANGLE @ 4' O.C. HOLES FOR PAD LOCK SUPPLIED BY RITE AID PAD LOCK SUPPLIED BY RITE AID k 1/4' STEEL PLATE GUIDE WELDED AT FACE OF CHANNEL FLANGE BELOW - L3x2x114" C45.4 STEEL CHANNELFRAME WELDED HATCH OPENING ABOVE HOLES IN FRAME SPLICING CEME IN -SEAM SEALAI LAP SEALANT 11 12 TER CUT -OFF MASTIC AINLESS STEEL CLAMPING RING E- MOLDED PIPE SEAL OFING MEMBRANE E SPECIFICATIONS POLYISOCYANURATE INSULATION METAL DECK - SEE STRUCT. DWGS PIPE PENETRATION NOTES: 1. PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 2. APPLY INSEAM SEALANT 112" INCH FROM INSIDE EDGE OF PIPE SEAL FLANGE. 3. DECK FLANGES OF THE PREMOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE CHANGES. 0 GAS PIPE PENETRATION DETAILK1SCALE: 1 " =1' -0" ROOF TOP UNIT r. COUNTER SLOPED SHEET METAL ROOF CAP FLASHING INSULATED t- INTEGRAL 2X P.T. WOOD NAILER SEALANT PREFABRICATED CURB REFRIGERANT PIPE OR WITH RIGID INSULATION ELECTRICAL CONDUIT THRU SIDE ATTACH TO BLOCKING OF CURB z RUN ROOFING UP CURB AND SEAL IC ROOF DECK ROOF / INSULATION P.T. WOOD BLOCKING ATTACHED TO DECK PIPE CLAMP ATTACHED TO DECK NOTES: CUT AND PATCH ROOF AND MAINTAIN OWNER ROOFING BOND. INSTALL CURB PER MANUFACTURER INSTALLATION REQUIREMENTS. g STEEL JOIST SEE STRUCTURAL DRAWINGS G7PIPE CURB DETAIL SCALE: V=1%0" s n VENT PIPE DETAILD7SCALE: 1 1/2 " =1' -0" 4 DOUBLE LINED FLUE NT T OFF MASTIC D PIPE SEAL STEEL CLAMPING EMENT NT BRANE N i7yTxd3I T' METAL FLUE PLAN VIEW 4 10 DIA. STEEL BAR 5 C4x5.4 STEEL CHANNEL FRAME WELDED TO ANGLE @ 4" O.C. WELDED HATCH OPENING ABOVE L3x2x1/4' FLASHING AND WATER CUT -OFF MASTIC MEMB. HOLES FOR PAD LOCK ROOFING ON e32«w''si'e. ' 5z r'°'>iv 5Y.4.c...,X RIGID INSUL. i LAP SEALANT F.s *'eK.' -... SUPPLIED BY RITE AID n -ri.,a.,.- .:.:._ PAD LOCK SUPPLIED BY RITE AID 314" DIA HOLES DRILLED IN FRAME 114" STEEL PLATE GUIDE WELDED SECTION AT FACE OF CHANNEL FLANGE wiX.v^+r..tmrc vt^.aw.- vi.<..k '.... ...•, -.,. _ -. • ca> w • . .. in i^zdm W+^A' eM.`v "y"'laa"+nxs.?ewmYr.S.o":.va K7BURGLAR BAR DETAIL SCALE: 3 " =1' -0" SPLICING CEME IN -SEAM SEALAI LAP SEALANT 11 12 TER CUT -OFF MASTIC AINLESS STEEL CLAMPING RING E- MOLDED PIPE SEAL OFING MEMBRANE E SPECIFICATIONS POLYISOCYANURATE INSULATION METAL DECK - SEE STRUCT. DWGS PIPE PENETRATION NOTES: 1. PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 2. APPLY INSEAM SEALANT 112" INCH FROM INSIDE EDGE OF PIPE SEAL FLANGE. 3. DECK FLANGES OF THE PREMOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE CHANGES. 0 GAS PIPE PENETRATION DETAILK1SCALE: 1 " =1' -0" ROOF TOP UNIT r. COUNTER SLOPED SHEET METAL ROOF CAP FLASHING INSULATED t- INTEGRAL 2X P.T. WOOD NAILER SEALANT PREFABRICATED CURB REFRIGERANT PIPE OR WITH RIGID INSULATION ELECTRICAL CONDUIT THRU SIDE ATTACH TO BLOCKING OF CURB z RUN ROOFING UP CURB AND SEAL IC ROOF DECK ROOF / INSULATION P.T. WOOD BLOCKING ATTACHED TO DECK PIPE CLAMP ATTACHED TO DECK NOTES: CUT AND PATCH ROOF AND MAINTAIN OWNER ROOFING BOND. INSTALL CURB PER MANUFACTURER INSTALLATION REQUIREMENTS. g STEEL JOIST SEE STRUCTURAL DRAWINGS G7PIPE CURB DETAIL SCALE: V=1%0" s n VENT PIPE DETAILD7SCALE: 1 1/2 " =1' -0" 4 DOUBLE LINED FLUE NT T OFF MASTIC D PIPE SEAL STEEL CLAMPING EMENT NT BRANE N i7yTxd3I T' METAL FLUE 4 BOOT 5 NEOPRENE BACKER ROD 6 LAP SEALANT, UNCURED ELASTOFOAM PENETRATIONS FLASHING AND WATER CUT -OFF MASTIC MEMB. TREATED WOOD BLOCKING ROOFING ON e32«w''si'e. ' 5z r'°'>iv 5Y.4.c...,X RIGID INSUL. i LAP SEALANT F.s *'eK.' -... n -ri.,a.,.- .:.:._ RUBBER VOID METAL ROOF DECKING CLOSURE @ ALL i OPENINGS FLUE PIPE DETAILA7SCALE: 1 112 " =1 " -0" 3 4 1 5 O 6 7 PENETRATIONS 8 9 t.>... ;. - m sekcd.E"+ m.z..- „...:...R e32«w''si'e. ' 5z r'°'>iv 5Y.4.c...,X u. i ^x.'s"S+S =" r?ln.. F.s *'eK.' -... n -ri.,a.,.- .:.:._ f GAS PIPE SEE PLUMBING DRAWINGS H- 91P202 3/4"X 1/4" WIDE GASKET FOR CURB FRAME AND ALL DUCT SUPPORT SURFACES ROOFTOP UNIT BASE RAIL PROVIDE FLASHING AND COUNTERFLASHING ROOF CURB UNIT BY ROOF TOP UNIT MANUF. W/ FACTORY SUPPLIED BURGLAR BARS WRAP ROOFING UP CURB AND SEAL / CRICKET AS REQUIRED WOOD BLOCKING STEEL FRAME, ALL SIDES OF ROOF OPENING SEE STRUCTURAL DRAWINGS 13 ROOF DRAIN 3" MAX TO STORM — DRAIN SYSTEM 14 OVERFLOW DRAIN 2" MIN. 15 K13ROOF DRAIN AND OVERFLOW DRAIN DETAIL SCALE: 1 112 " =1' -0" MTL. COVER POURABLE SEALER - z 12" MAX. PIPE WRAP INSULATION TO STOP WHERE POURED SEALER & DECK PENETRATION START. t5 16 rn partners DRAIN EXTENSION 2852 Kelvin Avenue ROOFING MEMBRANE Irvine, CA 92614 949.753.7676 T TAPERED INSULATION 949.753.7678 F CONCRETE DECKING OR STEEL DECKING wdpartners.com Atlanta Boston Chicago L Columbus Dallas DRAIN SUMP RECEIVER ON Los Angeles ROOF DECK Miami Sacramento UNDERDECKCLAMP DISCHARGES ONTO DRIVE THRU OR SIDE WALK AT ENTRY SEE A7 I A -502 1° MI PRESSURE - SENSITIVE POURABLE SEALANT POCKET LAP SEALANT ROOFING ROOF INSULATION PENETRATIONS Q O INDIVIDUAL 6 "MIN. PENETRATIONS FOR PIPE & 12" MAX. ELECTRICAL ROOFTOP UNIT CURB DETAIL ± ± 1 3 PITCH POCKET DETAIL (ALT. FOR G7 /A -501) SCALE: 1 " =1' -0" V SCALE 1 1/2"=V-0" w'wir22. .v .r:nv eyd'M:JMew£^Giy,• ."rSr b`zd*.< v x .wt... ..sue : Xs4t"s>L.F'X"e:.aad -5. a vAn v.:.z , 'h.a.f:.r.= x'.ai1..id.. mtl^fra.:'vri4Wf."mimK..< t.idl a.:.,Wi i. e t=+ L' Fn ':..rv:S.M_m..'arwiww+Y:''ek,z. ::4-. ti METAL COVER T NEOPRENE DRAFT SEALMETAL SHING LINER 1" DIED FLASHING INSULATION ILE 40 PVC MAX. 4" DIA =` INSIDE LATCH RELEASE A. T f CEMENT ANT 0 ROOF WIRE CHASE DETAILD1SCALE: 1 " =1' -0" 1n^ LAP R00 SCUPPEI AND SEA EPDM FL BY ATAS HINGE ARM SPLICING CEMENT LAP SEALANT ROOFING R OTHERWISE >' MEMBRANE Z PIPING TO ROOF INSULATION 3 AT TWO LOCATIONS LL BOX BAR JOIST SLIDING METAL BURGLAR BARS W / LOCK -SET IN CHANNELS WELDED TO ADJACENT STRUCTURE RE: K7 /A -501 LADDER 5X4 STL. ANGLE 10 O O O O 3'-6" MIN ROOF HATCH DETAIL SCALE: 1 1/2 " =1' -0" ROOF DRAIN — FLASHING COLLAR ROOFING MEMBRANE PRESSURE TREATED WOOD NAILER `. TAPERED INSULATION ATAS - EDGE -LOCK METAL COPING 5/8" EXTERIOR GRADE GYP. BD SHEATHING 7PRESSURETREATEDWOODNAILER SEALANT ( r METAL DECK METAL FLASHING 2" DRIP UNDERDECK CLAMP — CLAMPS AS REQUIRED SEALANT BRICK TO STORM MEMBRANE ROOFING DRAIN SYSTEM 3 5/8"X 16 GA. MTL. STUD @ 16 O.C. RIGID INSULATION METAL DECK ROOF DRAIN DETAILA13SCALE- 11/2 " =1' -0" C J >: H Uj Lo G'` 0 Oi W IV w OW BILCO LADDER W U) OUPSAFETYPOSTLUA W Z PADLOCK EYE AND WATCH Q STRIKE (CADMIUM F J PLATED) W RIGID INSULATION Tom W METAL CURB MEMBRANE BASE Q FLASHING J CRICKET SPLICING CEMENT LAP SEALANT E SUPPORT BRACKET D ', REVISIONS V C' Z O W I V Q MAX Z3" El B DRAIN LINE / J PROTOTYPE 107 X 163 STORE NUMBER W WD PROJECT NUMBER A RAIP100001 LL O O x A501 15 16 s,•'_tseF .ca.. ".;1.._ .. i .ore':i cr arth' =,h_ <: a J5t -. - vnw - -. ur v ..v 5 .. .. ..:- ,......m y _.n.:.- .: . ....as.- . _:,'.. _ .. _ _ -._ . ...' a 'ti.§E:C- ,d`sa`S.n''v ..0xw`E'S'y:""` =r. - 3u9' ta.-. :a`.'.tSa'.:^sa&a`:z:ibC's.. - -m'su M1.^..:&thssaa'"sa ='.9. zk^ §i3: Yr SSuv3a: *v:,vdWi4&a. »v:,,. .'9s'5^3,:1sas... .ate,, ,sifi,u ...3b"tmal'rA: +a"A.'^2.a g :'ti `- -- , -. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 t` OL INTERIOR ALUMINUM STOREFRONT SYSTEM. 91/2" 518" GYP. BD WALL FINISH AS SCHEDULED M 7 .? "R -15 M CMU- SEE STRUCTURAL DWGS. BATT INSULATION 5I8" GYP. BD 2' -0" AIR INFILTRATION BARRIER LINE OF CMU SILL R -15 ALUMINUM STOREFRONT BATT INSULATION 31/2" MTL. STUD AT 16" O.C. I SYSTEM WINDOW SILL BELOW T.S. COL. (TYP.) 165j8 q i SEE STRUCT. DWGS SINGLE LOCK SEAM, 24 GAUGE BRUSHED STAINLESS 5/8" GYP. BD 2 " 1 " POSITION ON LESS STEEL COLUMN COVER FROM FLOOR - m VISI POSITION N LESS I TO 72" A.F.F. r SEALANT AIR INFILTRATION BARRIER 60 "0. OF r COLUMN ALUMINUM STOREFRONT 31/2" MTL. STUD AT 16" O.C. r OL - - -- - -- -- - SYSTEM LL— E'+ KD OL -- --1 -- - --- ---- - -' - -- — 4 m INSULATED STOREFRONT m 5 /8" GYP. BD GLAZING OL BACKER ROD @ SEALANT ALUM. CLIP ANGLE (TYP.) OL SEALANT INFILTRATION BARRIER I INSULATED STOREFRONT ALUMINUM GLAZING STOREFRONT STEEL TUBE COLUMN SHIM AS REQUIRED 6" METAL STUDS SYSTEM RE: A5/ S -201 FOR COLUMN q @ 16" O.C. MASONRY OPENNG Y K s¢e f m K BACKER ROD & SEALANT CMU SEE STRUCTURAL DRAWINGS FOR ROOF D IN t REINFORCEMENT INSULATED STOREFRONT G 3112" V-8 112" 41/8" REF:P -1 1 REFER TO EXTERIOR SHIM AS REQUIRED ELEVATION FOR FINISH R MASONRY OPENING 74 1/8" 2' 1/2" 7-61/4" AND MATERIAL I 2'-8" i' BACKER ROD & SEALANT x, CMU SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT I J m REFER TO EXTERIOR ELEVATIONS FOR FINISH AND MATERIALS F.. .. _ . ... _. .. ... .. > ..._ ..... ... ... .. -. .. . .- .._ ... ..... ..e.,...... ..-. v... . .. .......... Y v...a -,s -_m-M ...v. +... - X' ry '_"'ii94cm... ,.. mv. x m z «r -am... ._, v.wn ._- sx..: u..>.v -... v. max.: v'.i5" " °SJ1n "2YV.a'J.. etiawN'fi ?"fViL5'e y.i° r .. u. •. _ « -. ..-, -. r...r -.. -r. -.+.+. y. w.. .n -..- +.... .«.. _: -u -agxn. vog, =tYee. r a'T, r s.. N.ve....nu`N'+TaawY i.4u1 -n .Yl..<::e`..a of .4'L}`aRY rr -ns. v- ,w e.„+rmcmw. a «a-. o v w v _. ... .. r ... ... .v .r - °T-F f i. m...,..ra4in.r.k.... «..... ar,N. a..rn"<.YC44:,'v. ^_YS3nry m4.: }"rve'A t'v'+v+t. ` "rueilLm`awT.M'FS!A. '".'.v . COLUMN COVER PLAN DETAIL PLAN DETAIL AT TOWER PLAN DETAIL AT TOWER SCALE:,,3 °= 1,, " - re, _,n .: °° a ... N .. , <.. .,- - . ". _ . " R & SCALE: 1 1/2 "= 1' -0" SCALE: 1 1/2 „= 1. -0., t METAL FLASHING yn . „ rti G r ;, b y ks 2X P.T. BLOCKING 050 ALUMINUM CUSTOM £: FELT UNDERLAYMENT EDGE LOCK FASCIA BY ATAS x BY OTHERS H s H ROOF TILE -- -- -- -- -- -- -- -- -- - -- - -- T.O.W. y'< REFER TO A201 BIRDSTOP `+ ' CONTINUOUS SPRING CLIP 6” MTL. STUDS @ 16" O.C. 7/8" 3 LAYER STUCCO 7/8" STUCCO SYSTEM, PAINTED. t REFER TO A201. 3 5l8" MTL. STUD 8X2 WOOD STUDS PER AT 16" O.C. STRUCTURAL 5/8' EXTERIOR GRADE PLYWOOD 4Y Y f F --- - - - - -- Y. STRUCTURAL STEEL TUBE g " PLYWOOD SHEATHING ( CMU-SEE 6 RE: A13 /S -201 um i STRUCTURAL DRAWINGS c q LAP ROOFING INTO SCUPPER ? ` BOX, FLASH AND SEAL E BRICK SEE STRUCTURAL , m EXTEND ROOF MEMBRANE DRAWINGS FOR HORIZONTAL AND OVER TOP OF PARAPET "; VERTICAL REINFORCEMENT. fr METAL FLASHING EPDM FLASHING ' h g METAL MEMBRANE ROOFING ry MTL. FLASHING s.; FLASHING I 518" GYP. BD y RIGID INSULATION FFtA502 -Al2 'R -15METALDECKp (2) SHEATHING (THIS AREA ONLY) BAT Jm u 1 FRAME OPEN TO FACILITATE CORNER FASTESEALANT MBRANE PER MANF. SPEC. INSULATION t. 2" DRIP C — — MEMBRANE FLASHING i. a b, LAP SEALANT >< r fr JOIST BEARING _ 7 5/8" 35/8" SIB" METAL STUDS @ 16" O.C. E % ' r- `e E w T 7/8"3 LAYER STUCCO " = „".- "•°`.. '" '` kp fi r 4'c4 { _ k _.. Y a. Y X12E.%. y' .w $ ; .v e... ..aF..v F ,X`-. r.. .'::. c ,. ... °x»',:wrz..`:*..... ._..- ".i.N„f3 S'w°i".....t !c:6"' 1`a:TM,t .. a.., m'°r'a v ... .r"? ..: '=e,:?'.. '`::..`R'4>di:rv?.'.h.:":4 .. 'tis l"1s Rk{-w? .-^'4 hn.. S - sT&'+T'i 4,..S P}ua nT ..,v. ., . w S.. .. .,rte._ r4 :...... SK^....a `.?.d Yr r d H, r .+3-- ai.w.au'.Yv Lu y "a.0 .,p••j,. sk"i ' '?.n 't 2 ".R.` '. -Mrt” '`a +w o SCUPPER DETAIL 4. SECTION AT BRICK RETURNS PLAN DETAIL AT CORNER SCALE: 1 1/2" =1' -0" SCALE: 1 1/2 "= 1' -0" SCALE. 1 1/2 "= 1' -0 " c. , r.. _ . -a ._ . + .. _ . 'r. _ _.s .v_.:.m.. +n.. .i.. _ _. .. ""'`- .b.,+.ix .uis,4ax.Y Cirv' i kni ssXhw wY e.. v^`E nv°' .«. «-w3 .YaL -v^dW,.,.: .....5. -_ aex. a. .. r. +.. w __.. _... n .. n r u* mum.. awa'` 1: r5wJ_ x. Z' avti. xu. ai6.:.«. xLLX£ emSY. sw.cv/.x+rvYSJww'r w.xkr_vv3MYv. iii assa- .x.Awa. ?_ , '° 2n .. rm.. - ssK. wltYL-> si' m. tismC' G' XS+ uM:>., . C.. ii %G 3tiiWnv°- ::"::.r-- ..4n.i.. -gym. tiGJtiS T' a."a '` " :^L+X& AYU,T -. .. i _ m2"Nyv+AV#+'vE.tst _ _. _ _. _. xi 3 s. u CONTINUOUS SPRING CLIP 050 ALUMINUM CUSTOM EDGE s LOCK FASCIA BY ATAS P.T. BLOCKING D Y= A401 -A1 518" EXTERIOR GRADE GYPSUM BOARD SHEATHING SIM. MEMBRANE ROOFING UP AND OVER PARAPET E ' RIGID INSULATION 1 METAL DECK 1' -2" V -2" r.r.====r A501 -K13 STONE VENEER, INSTALLED PER 3 5/8" MTL. STUDS AT 16" O.C. i MANUFACTURER'S RECOMMENDATION 1 t 6" MTL. STUD AT 16" O.C. F ow v 2" 1 OL 7/8" 3 LAYER STUCCO C • r. 1 1 C " ROUGH SAWN WOOD + REFER TO ELEVATIONS + FOR FINISH '' LOAD BEARING BRICK EXTERIOR WALL SEE STRUCTURAL DRAWINGS FOR HORIZONTAL AND VERTICAL REINFORCEMENT 2.2 2.8 w OL - -- 7/8"3 LAYER STUCCO STEEL BEAM CAN LETTER GRAPHICS — 2•) 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 4 j n , k w CEILING JOIST @ 16" O.C. BB G.C. TO COORDINATE LOCATION OF , TUBE STEEL COLUMN STUB -INS WITH W/ SIGNAGE SEE STRUCTURAL DRAWINGS CONTRACTOR R -15 3; BATT INSULATION i 518" GYP. BD 3 518" MTL. BOTTOM OF DRIVE THRU SIGN STUD AT 16" O.C. BAND 10' -0" A.F.F. ROOF OVERFLOW IPE TRIM PER MANUFACTURERS5118" SPEC. COLOR TO ATCH METAL SOFFIT f4 . I tv NOTE: A A PROVIDE SOLID BLOCKING AT SIGN LOCATIONS (TYP.) 7/8" 3 LAYER STUCCO v- .wmna_ .=. : x ... x :?. f „.:-., .- ._.. _x. v..x ... ,.+,..,u...a ,..- .+x m L,. ...n..,: _. _.. . _., eN» Xa°' x .'.m34wxrss- t x':wr`k..:..... ... . .. r. ........ .... .... . . _ -. .,. _ -_„ ,,., ..,,,. ., rot5':? =d'i°e >vr.s . F"i ,v x.- :.clay.._: %.0 .'Ei, a:...T.h vsi'_T.. '/ < <r'§3$F3 .....t z x :n.•..e^_.k- #va.R?d . ,..v1N.LSd - NF- `4rti] -. r. . a^..n..'+... ..'&TVa" -l X .. .. . liz-cv ,.. 'Ax'"H_.- M.SS"...Wn,w.i: ...b.rsa.Wi$ s. A PLAN DETAIL AT DRIVE THRU PIER k / SECTION AT DRIVE THRU CANOPY / PLAN DETAIL AT EXTERIOR WALL SCALE: 1 1/2"= 1' -0 "' A SCALE: 1 1/2"= 1' -0" /'' SCALE: 1 1/2"= 1' -0" 1 2 3... 4 5 u 6 7 8 9 10 11 12 73 14 15 16 rx partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS Q CBI 05 -04 -07 El 13 El O E 0 r_ 0 W PROTOTYPE 107 X 163 STORE NUMBER O WD PROJECT NUMBER RAIPD0001 A502 W LU L + 0 01 W U Q w Q ow TZ W W Z Q j LU TOM V i J REVISIONS Q CBI 05 -04 -07 El 13 El O E 0 r_ 0 W PROTOTYPE 107 X 163 STORE NUMBER O WD PROJECT NUMBER RAIPD0001 A502 W 2 3 4 5 6 7 8 9 10 11 12 4 SELF TAPPING SCREWS AT EACH T MTL. STUD @ 16" O.C. t I 050 CUSTOM EDGELOCK REFER TO STRUCTURAL DWGS. FASCIA BY ATAS R -15 BATT INSULATION SEALANT — J MTL. STUD @ 16" O.C. — JA 718"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 112" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. FOAM SHAPED MEDALLION — L • • T.O. STONE VARIES STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 IL K GLAZING THROUGH WALL FLASHING G 13 4 HEAD SCALE: 1 K1DETAIL SCALE: 1 1/2"= V-0" LU I vim 4 SELF TAPPING SCREWS AT EACH T MTL. STUD @ 16" O.C. CONNECTION, TYP. I 050 CUSTOM EDGELOCK REFER TO STRUCTURAL DWGS. FASCIA BY ATAS R -15 BATT INSULATION SEALANT — J MTL. STUD @ 16" O.C. — J_ 2). 5/8" EXTERIOR GRADE — CMU -1, RE: A201 PLYWOOD SHEATHING Uj CURVED COMPOSITE METAL PANELSYSTEM — CAN LETTER GRAPHICS Q G.C. TO COORDINATE LOCATION A OF STUB -INS WITH W/ SIGNAGE FOIL FACED FIBERGLASS R -15 BATT CONTRACTOR — H MTL. STUD @ 16" O.C. FILL GAP BETWEEN PANELS AND SIGNS AT ALL STOREFRONT iOCAT101iS — THRU WALL FLASHING SIM AS NEEDED — GYP. BD. SEALANT — BOTTOM OF STEEL ZIP STRIPS RE:C-207 CUSTOM CURVED OUT SIDE REINFORCED CONCRETE SLAB CORNER CAP BY PANEL MANUFACTURE G CMU -1 TO CONTINUE ONE 1 VAPOR BARRIER DETAIL - AT ENTRY SIGNBAND F SCALE 1 1/2 "= 1" -0" MEMBRANE ROOFING, WRAP OVER PARAPET P.T. BLOCKING 1 050 ALUMINUM CUSTOM EDGE E u' LOCK FASCIA BY ATAS FASTENERS PER MANUFACTURES SPECS — 0 24 GA GALVANIZED STEEL SPRING CLEAT FOAM CORNICE D 1COPING DETAIL SCALE: 6 "= 1' -0" C ALUMINUM STOREFRONT SYSTEM — INSULATED STOREFRONT BACKER ROD / SEALANT SHIM AS REQUIRED LINE OF CURVED STEEL BEAM BELOW COMPOSITE METAL PANEL SYSTEM it OUT SIDE CORNER CAP BY PANEL MANUFACTURE COMPOSITE METAL PANEL SYSTEM Al JAMB DETAIL SCALE: 1 1/2"= V-0" 1 I 2 8" MTL. STUD @ 16" O.C. GENERAL NOTE SEE S102 FOR METAL STUD GAUGES. CMU, SEE FINISH — SCHEDULE AND ELEVATIONS FOR MORE INFORMATION COUNTER FLASHING AS SPECIFIED — MEMBRANE BASE ROOFIN RIGID INSULATION — ISI4k1]xy: STEEL BEAM - SEE — STRUCTURAL DRAWINGS ROOF FLASHING DETAILK4SCALE11/2"= V-0" CONTINUOUS SPRING CLIP EXTERIOR GRADE P.T. PLYWOOD SHEATHING A503 -D9 2.) 518" PLYWOOD P.T. + + SHEATHING LAP SEALANT MEMBRANE FLASHING DOWN LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 518" GYP. BD: SEE INTERIOR ELEVATION AND INTERIOR FINISH SCHEDULE WOOD BLOCKING AS REQUIRED LINE OF ALUMINUM STOREFRONT SYSTEM BELOW 2.) 518" EXTERIOR GRADE P.T. PLYWOOD SHEATHING 6" MTL. STUDS AT 16" O.C. 2.)KRAFT FACED FIBERGLASS R -15 BATT INSULATION MEMBRANE ROOFING UP AND OVER EXTERIOR GRADE SHEATHING AND TERMINATING BEHIND METAL PANELS ON BUILDING FACADE 3 5/8" MTL. STUDS AT 16" O.0 BACKER ROD & SEALANT SUPPORT ANGLE BY PANEL MANUFACTURE COMPOSITE METAL PANEL E2000 R = VARIES - SEE STRUCTURAL ALUMINUM STOREFRONT SYSTEM INSULATED STOREFRONT GLAZING SHIM AS REQUIRED BACKER ROD & SEALANT SOLID 4" SILL BLOCK BEVEL OUTSIDE CORNER @ 45% — CMU -1, RE: A -201 SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT) WEEPS THRU WALL FLASHING I + + 7 5/8" 1 112" SILL DETAILD4SCALE: 1 1/2 " =1' -0" CMU -1, RE: A201 (SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT) STONE VEENER OVER CMU WEEPS ZIP STRIPS RE:C -207 POURED CONCRETE SIDEWALK, SLOPE @ 2% AWAY FROM BUILDING U.N.O. CMU - GROUTED SOLID BELOW GRADE (SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT) 111/2" STONE VEE BACKER ROD & SEALANT MARLITE OUT SIDE CORNER MOLDING. LINE OF WALL BEYOND SEE INTERIOR ELEVATIONS FOR FINISH TOP OF CMU iL 3.4" ,/ MARLITE PP -2 PANEL ADHERED DIRECTLY TO MASONRY CMU - SEE STRUCTURAL DRAWINGS FORREINFORCEMENT THRU WALL FLASHING 7 5/8" 6" 15/80 LINE OF WALL BEYOND SEE INTERIOR ELEVATIONS FOR FINISH S COMPRESSIBLE FILLER REINFORCED CONCRETE SLAB 6 MIL VAPOR BARRIER I FINISH FLOOR Ah 4 WALL BASE DETAILA4SCALE: 1 1 /2 "= V -0" 4 CRUSHEDSTONE 111/2" d d CMU, SEE FINISH SCHEDULE AND ELEVATIONS FOR MORE INFORMATION e SHIM AS REQUIRED a ° STEEL PLATE - SEE STRUCTURAL DRAWINGS. PAINT TO MATCH CMU. BACKER ROD & SEALANT BULLET RESISTANT STOREFRONT SYSTEM D9HEAD SOFFIT DETAIL SCALE: 1 1/2" = V-0" CMU -1, RE: A201 SEE STRUCTURAL DRAWINGS FORREINFORCEMENT) WEEPS THRU WALL FLASHING ZIP STRIPS RE:C -207 COMPRESSIBLE FILLER CMU - SOLID GROUTED MASONRY A9WALL BASE DETAIL SCALE: 1 1/2"= V-0" 9 10 GLASS R -15 THRU WALL FLASHING MTL. STUD @ 16" O.C. 1.) FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN CEILING 13'-6" A.F.F. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN GYP. BD. 5 /8" GYP. BD SOLID CONT. WOOD BLOCKING MTL. STUD @ IT O.C. METAL FLASHING 1.) KRAFT FACED FIBERGLASS T INSULATIONR -15 GAT WEEPS @ 16" O.C. THROUGH WALL FLASHING FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN CEILING I A.F.F. - -- - - -- GROUT BEAM SOLID - SEE STRUCTURAL DRAWINGS. 3112" MTL. STUD @ 16" O.C. 518" GYP. BD. BACKER ROD & SEALANT 113/8' 5/8" (1.)KRAFT FACED FIBERGLASS R -15 BATT INSULATION GYP. BD. MTL. STUD @ 16" O.C. SILL SEAL REINFORCED CONCRETE SLAB VAPOR BARRIER FINISH FLOOR 4 0 0' -0" 4 d a CRUSHED STONE 11 I 12 13 A503- c a FOAM C1 THROUC SLIP TR BEARIN, DRAWIN CMU, RE: A201 THRU WALL FLA AC11:1110A1:1H! GROUT BRICK SEE STRUCTUF S4444A AS P"EQS41 BACKER ROD & ALUMINUM STC PARAPET DETAIL SCALE: 1 112 .. = 1 -0 m 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET STEEL ANGLE - SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 11/2" METAL DECK BAR JOIST SEE STRUCTURAL DWGS. 1) FOIL FACED FIBERGLASS R -15 BATT INSULATION INSULATED STOREFRONT GLAZING THROUGH WALL FLASHING G 13 4 HEAD SCALE: 1 SOFFIT DETAIL 1/2"= V-0" LU I vim OA T MTL. STUD @ 16" O.C. J I H REFER TO STRUCTURAL DWGS. R -15 BATT INSULATION Y Q Z KD', J_ LU CMU -1, RE: A201 Uj cfl r Q FOIL FACED FIBERGLASS R -15 BATT STONE VEENER OVER CMU MTL. STUD @ 16" O.C. J THRU WALL FLASHING INSULATION GYP. BD. 0 ZIP STRIPS RE:C-207 REINFORCED CONCRETE SLAB THRU WALL FLASHING AS SPECIFIED CMU -1 TO CONTINUE ONE 1 VAPOR BARRIER E WEEPS @ 16" O.C. COURSE DOWN AT HANDICAP a J FINISH FLOORRAMP J 01-0. OLI HORIZONTAL REINFORCING POURED CONCRETE Q SEE MATERIAL NOTES SHEET S101 LL FROM BUILDING 5/8" GYP. BD. COUNTER FLASHING r CRUSHED STONE Uj EXTERIOR GRADE a _ I I- III = 1 PROTOTYPE A502 -Al2 COMPRESSIBLE FILLER PLYWOOD SHEATHING SILL SEAL 107 X 163 N li MEMBRANE BASE STORE NUMBER O 0 L FLASHING MASONRY 2' -0" SOFFIT DETAILK9HEAD SCALE: 1 1/2"= V-0" m'.. o>.&TMr.^^..m"rt>m.`.. 9vw..F'- ° ^.•'yu!_ '. ,vVt., .. .ecn.. ev -. .4.. " '. - . ... .. - COMPOSITE METAL PANEL SYSTEM SEALANT MEMBRANE ROOFING UP AND OVER EXTERIOR GRADE CORRUGATED WEEP HOLE SHEATHING AND TERMINATING BEHIND METAL PANELS ON A 5 0 3WALLA13BASEDETAIL@WINDOW 1/2 "= 1" BUILDING FACADE SCALE: 1 0" TAPPERED RIGID INSULATION CMU, RE: A201 13 14 15 16 y:r, r <^a> a `.rn , .., .. ,... x.,,i r3,,a r P: ,j ._ vq '' -a -a., P.T. 3/4" PLYWOOD DECKING MTL. STUDS AT 16" O.C. MTL. JOISTS AT 16" O.C. GROUT BRICK SOLID - SEE STRUCTURAL DRAWINGS. GYP. BD. 1.) KRAFT FACED FIBERGLASS R -19 BATT METAL BRICK TIES INSULATION SHIM AS REQUIRED MTL. JOISTS AT 16" O.C. BACKER ROD & SEALANT METAL CEILING SYSTEM RE: A103 ALUMINUM STOREFRONT SYSTEM TUBE STEEL SUPPORTS - SEE STRUCTURAL OPJtiW{14tGS NSISLATEU £TOREFPIQ lu Wawa 21/4" STEEL BEAM -SEE STRUCTURAL SHIM AS REQUIRED DRAWINGS BACKER ROD & SEALANT BACKER ROD & SEALANT SHIM AS REQUIRED PREFORMED FLASHING AS SPECIFIED SEALANT CMU SILL COUSE ALUMINUM STOREFRONT SYSTEM SLOPE TOP 1/2 ":12" INSULATED STOREFRONT GLAZING CORRUGATED WEEP HOLE ti- `YfOY' m V.*i " vre••••.••••.`- '''`"v' ' b tl i..v$iix?A`f a`"m"'m'" Jau.'a °.v"Sbr..'ysd' .°- .bb`ASi nurmM WINDOW DETAIL V SCALE: 1 1l2 "= V -0" G BACKER ROD & SEALANT MARLITE OUT SIDE CORNER MOLDING. LINE OF WALL BEYOND SEE INTERIOR ELEVATIONS FOR FINISH TOP OF CMU iL 3.4" ,/ MARLITE PP -2 PANEL ADHERED DIRECTLY TO MASONRY CMU - SEE STRUCTURAL DRAWINGS FORREINFORCEMENT THRU WALL FLASHING 7 5/8" 6" 15/80 LINE OF WALL BEYOND SEE INTERIOR ELEVATIONS FOR FINISH S COMPRESSIBLE FILLER REINFORCED CONCRETE SLAB 6 MIL VAPOR BARRIER I FINISH FLOOR Ah 4 WALL BASE DETAILA4SCALE: 1 1 /2 "= V -0" 4 CRUSHEDSTONE 111/2" d d CMU, SEE FINISH SCHEDULE AND ELEVATIONS FOR MORE INFORMATION e SHIM AS REQUIRED a ° STEEL PLATE - SEE STRUCTURAL DRAWINGS. PAINT TO MATCH CMU. BACKER ROD & SEALANT BULLET RESISTANT STOREFRONT SYSTEM D9HEAD SOFFIT DETAIL SCALE: 1 1/2" = V-0" CMU -1, RE: A201 SEE STRUCTURAL DRAWINGS FORREINFORCEMENT) WEEPS THRU WALL FLASHING ZIP STRIPS RE:C -207 COMPRESSIBLE FILLER CMU - SOLID GROUTED MASONRY A9WALL BASE DETAIL SCALE: 1 1/2"= V-0" 9 10 GLASS R -15 THRU WALL FLASHING MTL. STUD @ 16" O.C. 1.) FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN CEILING 13'-6" A.F.F. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN GYP. BD. 5 /8" GYP. BD SOLID CONT. WOOD BLOCKING MTL. STUD @ IT O.C. METAL FLASHING 1.) KRAFT FACED FIBERGLASS T INSULATIONR -15 GAT WEEPS @ 16" O.C. THROUGH WALL FLASHING FOIL FACED FIBERGLASS R -15 BATT INSULATION LAY IN CEILING I A.F.F. - -- - - -- GROUT BEAM SOLID - SEE STRUCTURAL DRAWINGS. 3112" MTL. STUD @ 16" O.C. 518" GYP. BD. BACKER ROD & SEALANT 113/8' 5/8" (1.)KRAFT FACED FIBERGLASS R -15 BATT INSULATION GYP. BD. MTL. STUD @ 16" O.C. SILL SEAL REINFORCED CONCRETE SLAB VAPOR BARRIER FINISH FLOOR 4 0 0' -0" 4 d a CRUSHED STONE 11 I 12 13 A503- c a FOAM C1 THROUC SLIP TR BEARIN, DRAWIN CMU, RE: A201 THRU WALL FLA AC11:1110A1:1H! GROUT BRICK SEE STRUCTUF S4444A AS P"EQS41 BACKER ROD & ALUMINUM STC PARAPET DETAIL SCALE: 1 112 .. = 1 -0 m 5/8" EXTERIOR GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET STEEL ANGLE - SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 11/2" METAL DECK BAR JOIST SEE STRUCTURAL DWGS. 1) FOIL FACED FIBERGLASS R -15 BATT INSULATION INSULATED STOREFRONT GLAZING A G 13 4 HEAD SCALE: 1 SOFFIT DETAIL 1/2"= V-0" 11/2" {, ,_ 9718' 5/8 "7L 113/8" dt, 518" ALUMINUM STOREFRONT ' SYSTEM INSULATED STOREFRONT GLAZING SHIM AS REQUIRED BACKER ROD & SEALANT BEVEL OUTSIDE CORNER @ 45% 1" STONE VEENER OVER CMU a a CMU -1, RE: A201 SEE STRUCTURAL DRAWINGS FOR a REINFORCEMENT) 4 SILL DETAIL SCALE: 1 1/2 "= 1" -0" Y m partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L '' Columbus Dallas Los Angeles Miami Sacramento K MTL. STUD @ 16" O.C. J' OIL FACED FIBERGLASS BATT INSULATION H IN CEILING 1 i" A.F.F COUSTIC CEILING W MLECTEDCEILINGPLAN MARLITE ALUMINUM CORNER 4 GYP. BD. G LU I I, Q T MTL. STUD @ 16" O.C. Q I H Y m partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L '' Columbus Dallas Los Angeles Miami Sacramento K MTL. STUD @ 16" O.C. J' OIL FACED FIBERGLASS BATT INSULATION H IN CEILING 1 i" A.F.F COUSTIC CEILING W MLECTEDCEILINGPLAN MARLITE ALUMINUM CORNER 4 GYP. BD. G LU 11 3/8" 5/8";L. I 113/8' 518" LANT Q SEALANT' J SILL FINISH RE: A601 W V MARLITE ALUMINUM CORNER 4 MOLDING E LU 11 3/8" 5/8";L. I 113/8' 518" T-4- T MTL. STUD @ 16" O.C. Q O H W R -15 BATT INSULATION Y Q Z F J_ LU CMU -1, RE: A201 Uj cfl r Q SEALANT' J SILL FINISH RE: A601 2 0• 314" P.T. PLYWOOD SUB SILL MARLITE ALUMINUM CORNER 4 MOLDING E TOP OF CMU 11 3/8" 5/8";L. I 113/8' 518" T-4- T MTL. STUD @ 16" O.C. Q 1.) KRAFT FACED FIBERGLASS RA5 BATT INSULATION R -15 BATT INSULATION 5/8" GYP. BD. E WALL FINISH RE: A601 2 0• REVISIONS 11 3/8" 5/8";L. I 113/8' 518" 1.)KRAFT FACED FIBERGLASS C ' Q R -15 BATT INSULATION CMU -1, RE: A201 WALL FINISH AS SCHEDULED WEEPS STONE VEENER OVER CMU MTL. STUD @ 16" O.C. THRU WALL FLASHING GYP. BD. 0 ZIP STRIPS RE:C-207 REINFORCED CONCRETE SLAB CMU -1 TO CONTINUE ONE 1 VAPOR BARRIER ECOURSEDOWNATHANDICAPa J FINISH FLOORRAMP 01-0. OLI POURED CONCRETE B QSIDEWALK, SLOPE @ 2% AWAY LL FROM BUILDING r U.N.O. CRUSHED STONE Uj a _ I I- III = 1 PROTOTYPE 0 COMPRESSIBLE FILLER III III— SILL SEAL 107 X 163 N li STORE NUMBER OCMU - SOLID GROUTED MASONRY 2' -0" WD PROJECT NUMBER A ' RAIPD0001 LU A 5 0 3WALLA13BASEDETAIL@WINDOW 1/2 "= 1" SCALE: 1 0" 13 14 15 16 y:r, r <^a> a `.rn , .., .. ,... x.,,i r3,,a r P: ,j ._ vq '' -a -a., L J H m CV F E K1 2 1 3 1 4 1 5 1 6 1 7 1 8 INTERIOR ELEVATION SCALE: 3/16" = 1' -0" PC1 13' -0" A.F B.O. SOFFWA T- 1 "A.F. . FINISH FLOOR. 11 iYA GENERAL NOTES: A. BASE CB-2 IS TO BE INSTALLED ON ALL EXPOSED WALLS IN RETAIL AREA B. MARLITE PANELING TO EXTEND BEHIND PERIMETER WALL FIXTURES MAXIMUM OF ONE PLANK. C. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE x PLAN. D. GENERAL CONTRACTOR SHALL PRIME THE WALLS BEHIND GRAPHIC WALL COVERINGS - COORDINATE WITH GRAPHIC DCD'S E. REFER TO SHEET A102 FOR EXTENT OF FINISH MATERIAL. F. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. LEGEND: 00-1 FINISH MATERIAL TAG 0 ROOM NUMBER ROOM NAME D1 Al INTERIOR ELEVATION SCALE: 3/16" = 1' -0" I.1 13' -0" A.F.F. PC1 INTERIOR ELEVATION SCALE: 3/16" = 1' -0" F P—C,\ 101 1 1 112 INTERIOR ELEVATION SCALE: 3/16" = 1' -0" 2 PC1 4 5 6 7 10 1 CONT. KEYED NOTES: 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. KEYED NOTES: 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 76 CABINETS PROVIDED BY RITE AID, INSTALLED BY THE G.C. SEE COLUMN COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. ENLARGED PLANS AND DETAILS. FINISH PLA LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O 78 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. CE11LIN 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF 13' -0" A.F.. PULL STATION RE: E -103. 80 J034 - 314"X 3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM O T-1 "A.F.F. TO CELING. 7'-1" A.F. . 1 FINK0' 11 1 12 1 13 1 14 15 16 KEYED NOTES: OTUBE STEEL COLUMN, PROVIDE 24 GA BRUSHED STAINLESS STEEL COLUMN COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P-8 FROM 72" A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER WI CLEAR SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. M ` partners O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. O3 TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK 2852 Kelvin Avenue Irvine, CA 92614 METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 949.753.7676 T O TUBE STEEL COLUMN, PAINT P-8 FROM FLOOR TO 12" ABOVE CEILING. 949.753.7678 F OLINE OF CONCRETE CURB. SEE C-207. wdpartners.com O4" BOLLARD, SEE C-206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW DRAWER IS TO BE S-6" A.F.G. . OREMOTE 7 DRIVE THRU. Atlanta Boston O 6" BOLLARD, SEE C -206. L '! Chicago Columbus OCONDUIT 9 SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL Dallas Los AngelesCOLOR. Miami 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO Sacramento BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 21/2" O.C. FROM THE EDGE OF THE CASE. 11 HOT WATER HEATER PLATFORM SEE P101 . 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 WATER CLOSET, SEE PLUMBING DRAWINGS. OLAVATORY, 14 SEE PLUMBING DRAWINGS. K 15 URINAL, SEE PLUMBING DRAWINGS. 16 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. 17 ROOF DRAIN I OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 T-6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P -101. J 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE Al2 / P -201 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. H , 28 LINE OF MEZZANINE STAIRS. SEE A703. 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH OGRAPHICSANDEQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED W AT 8'-6" TO BOTTOM OF PANEL(S) AND 9' -V TO BOTTOM OF PANEL AT LoPHOTOSHOP. 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE G CONNECTIONS. O EXTENT OF ADA TURNING REQUIREMENTS. LU 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 0 O36ROLLINGSECURITYGRILLE. SEE DOOR SCHEDULE ON A801. LU// IL 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ W U) O1/2" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT. I- W 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE IiPOWER,MECHANICAL AND WASTE CONNECTIONS. n 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 F JjFORMOREINFORMATION. W 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. TOM LU 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. PLAN ON Ito 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE rA104. J 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 BALER, SUPPLIED BY RITE AID, ELECTRICAL BY G.C. SEE NOTE TO ARCHITECT #5 ON A -104 46O PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. E ODD47FIREEXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. 50 30 "X30" ACCESS PANEL MOUNTED V -0" A F.F. SEE K7 / A-801. 51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE CONTRACTOR- G.C. TO PROVIDE FINISHED OPENING 3'-3" WIDE UP TO T -2" A.F.F FROM S -2" TO T -0" A.F.F. THE OPENING IS Y-O" WIDE. p ' THE Y BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., SIM TO H15 -A702. FINISH PL 4. 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: H 15 -A702. O SHELVING BY RITE AID. INSTALLED BY G.C. 55 EQUIPMENT RACK BY RITE AID, RE: H13 -A702. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. REVISIONS 57 TWO DRAWER FILE CABINET BY RITE AID. C Ij PC1 04 -30 -07 58 COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. Q 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. El 60 TACKBOARD. El Vt61CONDUITCHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE INFORMATION. El z 62 TX V-6" MONITOR SHELF El z 63 KEY CABINET BY RITE AID. 11-3/4"X 7-7/8"X 2 -3/8" INSTALL WOOD BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. Q — r O OUTLET LOCATION SEE E102. B .; EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. 65 E3 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1"X CAP PAINTED P -8. WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. PROTOTYPE LIJt67107X163 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. STORE NUMBER 69 4' -0" HIGH WAINSCOT OF 112" FIRE TREATED PLYWOOD. O O54" 70 LONG 2" WIDE MCCUE BUMPER 4 "A.F.F. PROVIDED BY RITE AID AND WD PROJECT NUMBER RAIPD0001 INSTALLED BY G.C. A W2" BUMPER RE: A102. 71 c 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS A601WHERESHELVINGISTOBEINSTALLEDNOPAINTINGISNEEDEDBEHIND SHELVING. RE: A102. 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. 15 16 1 2 GENERAL NOTES: A. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. B. PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED ITEMS. M LEGEND: p_g FINISH MATERIAL TAG EG -X RESTROOM ACCESSORY TAG ROOM NUMBER ROOM NAME L J I F E P-8 74 r STOREFRONT SYSTEM DETAIL CMU SILL BELOW 4 i BACKER ROD AND SEALANT TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN PRESSURE TREATED 2X10 SCRIBED AS I in G- METAL STUDS AS REQUIRED PROTECTION m Y Z Y TA -A 705A INFORMATION. 0 8" MIN. aO N PP -2 INT. ELEV. G1 SCALE 1/4" 1' -0" 3 PRESSURETREATED2X8 SCRIBED AS REQUIRED TO 1 LAYER OF PRESSURE TREATED PLYWOOD BREAK METAL ENCLOSURE BOTH SIDES OF TUBE STEEL COLUMN. FACTORY FINISH COLOR IS TO MATCH STOREFRONT COLOR; TERMINATE SEAMS BEHIND WINDOW / DOOR FRAME. STEEL TUBE COLUMN SEE STRUCT. DWGS. STOREFRONT DOORS, SEE DOOR SCHEDULE. 4 5 6 10 fw . 65 °0 STOREFRONT SYSTEM DETAIL CMU SILL BELOW KEYED NOTES: BACKER ROD AND SEALANT TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN PRESSURE TREATED 2X10 SCRIBED AS I REQUIRED TO FIT G- METAL STUDS AS REQUIRED nc B.7 PRESSURE TREATED 2X8 SCRIBED AS REQUIRED TO FIT 1 LAYER OF PRESSURE TREATED PLYWOOD PRESSURE TREATED 2X10 PLAN DETAIL SCALE: 1 1/2 "= 1' -0" nc B.7 PRESSURE TREATED 2X8 SCRIBED AS REQUIRED TO FIT 1 LAYER OF PRESSURE TREATED PLYWOOD PRESSURE TREATED 2X10 VESTIBULE PLAN SCALE 1/4" V -0" 12 ko 3.9 1.8 6 T -2" 3 STOCKROOM PLANAlSCALE: 1/4" = 1' -0" 1 2 3 4 E 7 I 8 9 10 11 C 4 iD R m G FRP -1 TA -E 14 TA -F F A E MEN WOMEN G7ENLARGED RESTROOM ELEVATIONS SCALE: 1/4"= V -0" 12" 15 16 TA -Ca TA -Cb KEYED NOTES: TA -Cb TA -Ca TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN 1 - I COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72' A.F.F. POSITIONED ON LESS AND WASTE PIPE TAG TA -A PROTECTION Y Z Y TA -A 705A INFORMATION. 0 8" MIN. aO N 6" MAX. TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 17" MIN. K_O ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 2852 Kelvin Avenue TUBE STEEL COLUMN, PAINT P-8 FROM FLOOR TO 12" ABOVE CEILING. Irvine, CA 92614 N 4 949.753.7676 T LINE OF CONCRETE CURB. SEE C-207. 949.753.7678 F O 4" BOLLARD, SEE G206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW wdpartners.00m DRAWER IS TO BE 3'.6" A.F.G. . O REMOTE DRIVE THRU. Y O 6" BOLLARD, SEE G206. Atlanta Boston O CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. L % Chicago II Columbus MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO BE Dallas LOS Angeles BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 21/2" O.C. V' FROM THE EDGE OF THE CASE. Sacramento y+ 11 HOT WATER HEATER PLATFORM SEE P101. ti 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS 1 COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. Y 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 14 LAVATORY, SEE PLUMBING DRAWINGS. 15 URINAL, SEE PLUMBING DRAWINGS. aY 16 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. K. 17 ROOF DRAIN/ OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. F 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 3- 6"X3' -0" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P -101. OPURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE Al2 / P -201 x 23 LINE OF MEZZANINE ABOVE. J t 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. F, a, 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 28 LINE OF MEZZANINE STAIRS. SEE A703. s 29El' SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 N: 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5-A701. H ? 32 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED AT 8'-6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. Il,ll,l,ll Ilill tiO EXTENT OFADATURNINGREQUIREMENTS. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. W 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. M L /• CN 37 UNISTRUT @ 7 -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ 12" I VYALLTHREADTIEDTOWALLFRAMINGFORLATERALSTABILITYATEACHUNIT. 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. W 9 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE 39 INFORMATION. O I1 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. aO VESTIBULE PLAN SCALE 1/4" V -0" 12 ko 3.9 1.8 6 T -2" 3 STOCKROOM PLANAlSCALE: 1/4" = 1' -0" 1 2 3 4 E 7 I 8 9 10 11 C 4 iD R m G FRP -1 TA -E 14 TA -F F A E MEN WOMEN G7ENLARGED RESTROOM ELEVATIONS SCALE: 1/4"= V -0" 36" MAX. SIDE VIEW FRONT VIEW LAVATORY MOUNTING DETAIL TOILET & ACCESSORY MOUNTING DETAIL NOTE: GC TO PROVIDE METAL OR FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR ALL RESTROOM ACCESSORIES TA -B ADACOMPLIANT MIRROR W1 FRAME TA -C SURFACE MOUNTED GRAB BARS a -36 "LONG b -420 LONG TA -A TOILET PAPER DISPENSER Q V-6' CENTERO OVEE R M SINK 4 4 V TA -D TA -E TA -F INFANTCARE RETRACTABLE SURFACE SURFACE TABLE MOUNTED HAND MOUNTED DRYER SOAP DISP. TA-G SURFACE MOUNTED TOILET SEAT COVER DISPENSER 4 '4 fV RESTROOM ACCESSORIESA7SCALE: 1/2" = V -0" 0 66 PP -2 C NEI ME 12" 15 16 TA -Ca TA -Cb KEYED NOTES: TA -Cb TA -Ca TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN ADA DOMESTIC WATER I COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72' A.F.F. POSITIONED ON LESS AND WASTE PIPE TAG TA -A PROTECTION Y Z Y TA -A INFORMATION. 0 8" MIN. aO N M partners 6" MAX. TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 17" MIN. K_O ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 36" MAX. SIDE VIEW FRONT VIEW LAVATORY MOUNTING DETAIL TOILET & ACCESSORY MOUNTING DETAIL NOTE: GC TO PROVIDE METAL OR FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED FOR ALL RESTROOM ACCESSORIES TA -B ADACOMPLIANT MIRROR W1 FRAME TA -C SURFACE MOUNTED GRAB BARS a -36 "LONG b -420 LONG TA -A TOILET PAPER DISPENSER Q V-6' CENTERO OVEE R M SINK 4 4 V TA -D TA -E TA -F INFANTCARE RETRACTABLE SURFACE SURFACE TABLE MOUNTED HAND MOUNTED DRYER SOAP DISP. TA-G SURFACE MOUNTED TOILET SEAT COVER DISPENSER 4 '4 fV RESTROOM ACCESSORIESA7SCALE: 1/2" = V -0" 0 66 PP -2 C NEI ME 15 16 KEYED NOTES: FO TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN I COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72' A.F.F. POSITIONED ON LESS IM VISIBLE SIDE OF COLUMN, PAINT P3 FROM 72" A.F.F. TO 12" ABOVE CEILING TYR SEAL TOP OF COVER WI CLEAR SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. B a C G 11 ENLARGED OFFICE ELEVATIONS SCALE: 1/4" = V -0" v Iy.;yi'i'a' i'o' iii 'i' %''•';'i'i i''.''i'i''i'i' i'i'i': j4c •./i.... •.. •..•.•... •...•... ,..• .,...a.,.•w. ,.•..,.. a .....•. 8'-117/8" V -9 T -7" iPL•I 4 PCt 5-4 114" 8' -7" Al 1ENLARGED OFFICE PLAN SCALE: 1/4" = V -0" 11 1 12 13 u*5 2`33ww'i'.a;S.'i$gsi.N2T i= "'iS"tiG^'.. 's'..^`u'Ea w ^S.c:.f.S:iT`e24''.iSF«u T.a.1 'Avni:" - A+ ':rd":ini6s..s'iirf'iZt4v'x!ah 14 15 16 KEYED NOTES: FO TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN r COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72' A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P3 FROM 72" A.F.F. TO 12" ABOVE CEILING TYR SEAL TOP OF COVER WI CLEAR SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. aO TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. M partners TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METALK_O ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 2852 Kelvin Avenue TUBE STEEL COLUMN, PAINT P-8 FROM FLOOR TO 12" ABOVE CEILING. Irvine, CA 92614 N 4 949.753.7676 T LINE OF CONCRETE CURB. SEE C-207. 949.753.7678 F O 4" BOLLARD, SEE G206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW wdpartners.00m DRAWER IS TO BE 3'.6" A.F.G. . O REMOTE DRIVE THRU. Y O 6" BOLLARD, SEE G206. Atlanta Boston O CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. L % Chicago Columbus MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO BE Dallas INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED LOS Angeles BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 21/2" O.C. Miami FROM THE EDGE OF THE CASE. Sacramento y+ 11 HOT WATER HEATER PLATFORM SEE P101. ti 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGSCOORDINATEPLUMBINGLOCATIONWITHFIXTURE MANUFACTURER. Y 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 14 LAVATORY, SEE PLUMBING DRAWINGS. 15 URINAL, SEE PLUMBING DRAWINGS. aY 16 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. K. 17 ROOF DRAIN/ OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. F 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 3- 6"X3' -0" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P -101. OPURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE Al2 / P -201 x 23 LINE OF MEZZANINE ABOVE. J t 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. F, a, 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 28 LINE OF MEZZANINE STAIRS. SEE A703. s 29El' SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 N: 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5-A701. H ? 32 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED AT 8'-6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. tiO EXTENT OFADATURNINGREQUIREMENTS. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. W 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. M L /• CN 37 UNISTRUT @ 7 -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ 12" G Q VYALLTHREADTIEDTOWALLFRAMINGFORLATERALSTABILITYATEACHUNIT. 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. W 9 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE 39 INFORMATION. O LdFIXTUREBYRITEAID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. aO 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. Uj U) Ou 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E702. V O CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. F - W 45 NOT USED. r W y. 46 PROW AND COMPRESSOR Wl5 "DEEP PIT RECESSED INTO SLAB. 4 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. EMPLOYEES J48RITEAIDTOPROVIDEONLY" SIGNAGE. INSTALLED BY G.C., SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. O 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 A301. s 51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE E, CONTRACTOR-G.C. TO PROVIDE FINISHED OPENING T -3" WIDE UP TO 3' -2" AF.F F FROM T -2" TO T -0" A.F.F. THE OPENING IS T -0" WIDE. THE 3' BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., SIM TO H15 -A702. FINISH PL-4. 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: H15 -A702. O SHELVING BY RITE AID. INSTALLED BY G.C. ri 55 EQUIPMENT RACK BY RITE AID, RE: H13 -A702. O SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. 57 TWO DRAWER FILE CABINET BY RITE AID. p 58 COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. 59 CLIPBOARD RACK FOUR PEGS AT 10" O.C. 60 TACKBOARD. 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE INFORMATION s 62 TX 1'-6" MONITOR SHELF 63 KEY CABINET BY RITE AID. 11314" X 7 -718" X 2318" INSTALL WOOD BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. O OUTLET LOCATION SEE E102. REVISIONS Cl) 65 EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. C' PC 04 -30 -07 z 66 INTERIOR WALL TO 6-T A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1"X CAP a PAINTED P-8. iK 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0' A.F.F. 0 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. u TM El Q694' -0 "HIGH WAINSCOT OF 12 TREATED PLYWOOD. 70 54' GONG 2" WIDE MCCUE BUMPER 4" A.F.F. PROVIDED BY RITE AID AND INSTALLED vV 71 2" BUMPER RE: A102. 0 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHERE B `. 0 ZSHELVINGISTOBEINSTALLEDNOPAINTINGISNEEDEDBEHINDSHELVING. RE: 0 Al 02. W 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. 0 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. PROTOTYPE 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 107 X 163 76 CABINETS PROVIDED BY RITE AID, INSTALLED BY THE G.C. SEE ENLARGED PLANS STORE NUMBER s AND DETAILS. FINISH PL -4. LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. 77 WD PROJECT NUMBER wj wO18" 78 BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. RAIPD0001 WA e79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF PULL STATIONRE: E -103. 80 EIILING. 4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM T•1" A.F.F. TO A602 74 15 16 L J FARM. = E 0 C LIM 1 1 2 1 3 1 4 1 5 1 6 1 7 T I I OFFICE ADMIN A703-G10 AlENLARGED PHARMACY PLAN SCALE: 1/4" = 1' -0" 1 1 2 3 114 RECEIVING AREA 4 6 I I L_ C„ l/ TAC u BLUE BACKGROUND NOTES: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, AND THE STATE OF CALIFORNIA TITLE 24 GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.1 THROUGH 1117B.5.6.3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE BACKGROUND, EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599b Z WHITE FIGURE 4 "MIN. ADA SIGNAGE SCALE: N.T.S. r u 3.3 r'a]FdSm`nS^'F.i.i..c't± "/F."tSII 'k.X.:m32'.'.Y4 YSCe'Y:" uLi1 ..':Y?S£is'taa'6MArCv. °,:YY'.• •- » svmiML&& t' 3iAbtn' i' wZ: sS3:+` kALtiiTSi- .YPS4M'9e.."s"A'Ah'.+u. ': i9. v3 ,.:Nmn:"a"'.SSK.J.A:iY..'i'ut krK3i..3".t. . eaR: amSSU. ffiLNiW 'si*.VFY.: ^w.X+1KoSwiaJIR m9.R4 T33tWw3.aRY5.uSVV.Yaiti: "x 1r..AS..a..ufdtiFt w_. 'ItlIA- B"ih'PRf?i!: :xR4fa»vFYfitt*.tiYYews_Ye. 10 11 12 13 14 15 16 6 °R :GENERAL NOTES: 'KEYED NOTES: 5 SIGNAGE 4 A. REFER TO SHEET A 803 FOR FINISH MATERIAL SCHEDULE. a,O TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL 1 TACTILE EGRESS SIGNAGE TO COMPLY WITH CBC COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. SECTION 11178.5.1 -B PER CBC SECTION 1003.2.8.6. B. REFER TO SHEET A-602 FOR RESTROOM ACCESSORY INFORMATION POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P-8 FROM 72' A.F.F. C81 TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. M TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. n a r fn ' a rS FINISH MATERIAL TAG RESTROOM ACCESSORY TAG O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 2852 Kelvin Avenue ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Irvine, CA 92614 ROOM NUMBER TUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. 949.753.7676 T ROOM NAME FO 949.753.7678 F 0 LINE OF CONCRETE CURB. SEE C207. wdpaMers.com DOOR MOUNTED SIGNS NOTES Y.O 4" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW IS TO BE 3'-6" AF.G. . 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. REMOTE DRIVE THRU. AtlantaALIEN2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60" ABOVE FLOOR AND " O Boston ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALLIN COLOR AND CONTRAST. O 6" BOLLARD, SEE C-2061 F5. THE BOLLARD NEXT TO THE RX DRIVE THRU L . Chicago 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. WINDOW DRAWER IS TO BE 3'-6" A.F.G. Columbus O CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL Dallas L 4. LETTERS 8 NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 518" COLOR. Los Angeles HIGH 8 SHALL BE SANS-SERIF UPPERCASE CHARACTERS. A.D.A. SIGNAGE ACCOMPANIED MiamiADASIGNSBYGRADE2BRAILLE. 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TOADAROOMOBEINSTALLEDATTHEOUTSIDECORNEROFTHECOOLER/ FREEZER Sacramento IDENTIFICATION SIGN 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3 -D PLAQUES PER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. ANCHOR 114" THK.) CODE REQUIREMENTS. HOLES TO BE DRILLED 2112" O.C. FROM THE EDGE OF THE CASE. DOOR MOUNTED SIGN 6. SIGNS TO BE ATYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED 11 HOT WATER HEATER PLATFORM SEE P101 . 114" THK.) GRADE 2 SECOND SURFACE GRAPHICS. BRAILLE PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS7. SIGN TO BE A CUSTOM COLOR TO MATCH PMS 262C WITH WHITE GRAPHICS. 3i 12 COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. LATCH SIDE OF DOOR 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY. USE CORRECT BRAILLE FOR SIGN PRODUCTION 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION (SIGN LANGUAGE) 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 904 4TH STREET WEST PALMETTO, FL 34221 PH# 1-800- 237 -3984 FAX 1- 813 - 723 -2452 LAVATORY, SEE PLUMBING DRAWINGS. K t 14 4 15 URINAL, SEE PLUMBING DRAWINGS. r 16 TOILET PARTITION, FINISH RP -1, SEE FINISH SCHEDULE. wA_ *O ROOF DRAIN /OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 7 ".. 18 WATER SERVICE LOCATION. 19 SECURITY KEY PAD. SEE NOTE 7 AND DETAIL A31 E -102 ON SHEET E -102. 20 T- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 3.0 2.6 2.0 21 ROOF DRAIN SEE P101. J OFFICE w PHARMACY w CONSULTATION GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED 01- 112 "CONDUIT IN FOR CONDUIT IN WALL 1 -PHONE AT B' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT WCB -2 109A WALL FOR LOW 109 PS FOR LOW VOLTAGE 2 -QMI GATE CONTROLS 111 CB -2 CR -1 PHOTO SHOP. VOLTAGE CABLING CABLING 1- VOLUME CONTROL 33 CONTRACTOR CASES, SUPPLIED POWERI NSTALLED BY RITE AID. CAL AND WASTE / N Lo JUNCTION BOX FOR LOW VOLTAGE WIRING. CONNECTIONS. G 0 O GC TO PROVIDE PULL CHORD. 4 EXTENT OF ADA TURNING REQUIREMENTS. u_.. _ ta. _. xz .-'.s. a±. v<.. +. ...- .- ._.. re i'n_ v.. w^ .. v .. .. , >.. ^! • a -a, i v Gee '4. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. y LU to 35 liG7PHARMACYELEVATIONS 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. SCALE 1/4" - 1' -0" i.Yilw ui.- ._.s.A.w%°eWwn._3- _..M.hE?' -.t. *K..4te.wvt%C." %x"<. -.. l%.i'+"£.R:.a' -x . TAN$ YG' e` s124'' ai5.:}" Y§ a J..: L3.% a:%z,37.tir4.- .,.rLTS4 i -3*4S: w..r"o-.. Zy4. i. -rz*SS" Gi i-°. T' K+.' 3`.• 3brQ% k: 4' X:' x.w.'K i- 5a$3>'KV'41£'txYi#,v' :.:^i3- X''.'- ash. '::.`3_Ni.4r'ces+'iN$t aR.$Wl. +°.{rte.ua.i.4 dfiiV hS8c'"1 44Sw?s_ ' : bnJ .N. <`. ir'?.'dktiMi$d+v: :. 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ = Q 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH W // ON, UNIT. V REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE W Z38 POWER,MECHANICAL AND WASTE CONNECTIONS. A/ Y FA A701 -A13 SI LL WP -1 A 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE INFORMATION. J TWO 2X4 J- BOXES. F ONE 2X4 W/ 3/4" CONDUIT TK Y 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON Al 04. W M K J I FOR 120V POWER. r ONE 2X4 WI 314" CONDUIT 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. W I'I ° I TO 12" AFC FOR COORDINATE WALL I SECURITY CABLE. APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. WP -1 I COVERINt AROUND 42 w CABINETQY THIS AREA i I 3" 3' -0" I I 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. r II CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. i -- 1 -QMI GATE i SF 2 I q SF -2 I I I I O 76 \ I / \ I - - - / CONTROL ? \OPEN / <" vO NOT USED. o WP 1 I WP 1 ( VVP_1 I I X PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. m 52 8' -11" a, I I / V 50 `° E . 5' -0" 2' -0" FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE , 1 I I / // E103. , LL: 77 E I " " I v - lei I I I ® 2 " RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., CB -2 WP -1 LL ^ I / SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA N ' N ' ( N Q N LL: I ' 15 SIDE OF DOOR. i ill-Or PHARMACY 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED ADMIN. ONE 2X4 J -BOX FOR 120V POWER 109 PORTIONS OF CHECKOUT. OFFICE I 2x4 J -BOX W/ ONE PHARMACY I TO DROP OFF WINDOW 64 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A-801. TWO 4X4 J- BOXES. 50 CB -2 109A PULL CORD T AND 109 "MUST BE LOCATED WITHIN -ONE 4X4 W1TW0 314" CONDUITS FOR 120V POWER. WP -1 CB -2 WP -1 BY BEYOND BODY OF CABINET. -ONE 4X4 W/TWO 314" CONDUITS FOR LOW VOLTAGE CABLES. 51 FIXTURE CONTRACTOR 0R -- G.C. TO PROVIDE ITFINISHED OPENING 3D3" WIDE JUNCTION BOX FOR LOW VOLTAGE WIRING "`MUST BE LOCATED WITHIN BODY OF CABINET. =JUNCTION BOX FOR LOW VOLTAGE WIRING. ELECTRICAL OUTLETS AND LOW ®_ ® UP TO 3' -2" A.F.F FROM 3' -2" TO T -0" A.F.F. THE OPENING IS 3' -0" WIDE. THE VOLTAGE J -BOX SHOWN BY OTHERS. EC TO PROVIDE PULL CHORD. GC TO PROVIDE PULL CHORD. 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. D PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., 52 SIM TO H15 -A702. FINISH PLA. COUNTER PROVIDED BY RITE STALLED BY E PHARMACY ELEVATIONS 1 1 PHARMACY ELEVATIONS 53 WoRKCOU AID, R H15 -A702. SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0" y1 SHELVING BY RITE AID. INSTALLED BY G.C. CONT. KEYED NOTES. 55 EQUIPMENT RACK BY RITE AID, RE:H13•A702. 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. CABINETS PROVIDED BY RITE AID, INSTALLED BY G.C. SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. 2.6 3.0 3.3 76 PLANS AND DETAILS. FINISH PL4 O REVISIONS COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. V i A 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O C Q PC1 04 -30 -07 SF -3 Wp_1 , 111, I 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G C 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. Q CB1 05 -04 -07 T TACKBOARD. OPURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE INTERIOR WALL TO 6 -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF G.C.. SEE Al2 / P -201 W 23 LINE OF MEZZANINE ABOVE. CB 2 109A J G 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. SEE SHEET NOTE 7 27SEESHEET J -BOX WITH 3/4" CONDUIT AND PULL CORD FOR TV COAXCABLE. DO NOT I I I ON I I J L _ _ _ ' J I L I - - - -IF - - - - - - J 1 I I (I I I H THREE 2X4 J- BOXES- 1 -PHONE SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. qSHARECONDUITWITH120VPOWER. I f= I I 1 r I KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD 32 I I II INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. 1-QMI GATE CONTRO S BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 76 I I 6' -01/4" I1 I I SF -2 OUTLET LOCATION SEE E102. J 1- VOLUME CONTROL VP -2 B ® Z JL - -- JIB-- JU J -BOX WITH CONDUIT FOR LOW VOLTAGE WIRING. THE CONDUITS WILL BE RUN BENEATH in WP-1 I I OPEN N 00 0 10 01 I i 54" LONG 2" WIDE MCCUE BUMPER 4 "AF.F. PROVIDED BY RITE AID AND L WP1 OPEN INSTALLED BY G.C. i I WD PROJECT NUMBER Uj SEE DIEBOLD SPECIFICATIONS FOR EXACT LOCATIONS. 71 2" BUMPER RE: A -102. 0 I WA J-BOX FOR 72 I 8" 52 5' 0" TWO 120V OUTLETS SHELVING RE: A102 A603 PHONE O U R MOLDING COLOR TO MATCH PP 2MARLITEALUMINUMNMCORNE z4 y g 7^ PHARMACY ELEVATIONS WP -1 m 18` 20" INSTALLED IN DROP a- OFF CARMETS. 40 000" 4 7 8 9 10 11 12 5"''5^,4'--",'--I 14 15 v' LL`. a all 5" L in i LL I I i LL 1 i I14" LL 72 I 72 S Do LL 0^ fV XSi pV tL N LL N ,y li y Q Q Q Q ADMIN 2X4 JBOX /ONE 8 -3" 4X4 JBOX /TWO FOUR 2X4 J BOXES OFFICE w PHARMACY w CONSULTATION GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED 01- 112 "CONDUIT IN FOR CONDUIT IN WALL 1 -PHONE AT B' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT WCB -2 109A WALL FOR LOW 109 PS FOR LOW VOLTAGE 2 -QMI GATE CONTROLS 111 CB -2 CR -1 PHOTO SHOP. VOLTAGE CABLING CABLING 1- VOLUME CONTROL 33 CONTRACTOR CASES, SUPPLIED POWERI NSTALLED BY RITE AID. CAL AND WASTE / N Lo JUNCTION BOX FOR LOW VOLTAGE WIRING. CONNECTIONS. G 0 O GC TO PROVIDE PULL CHORD. 4 EXTENT OF ADA TURNING REQUIREMENTS. u_.. _ ta. _. xz .-'.s. a±. v<.. +. ...- .- ._.. re i'n_ v.. w^ .. v .. .. , >.. ^! • a -a, i v Gee '4. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. y LU to 35 liG7PHARMACYELEVATIONS 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. SCALE 1/4" - 1' -0" i.Yilw ui.- ._.s.A.w%°eWwn._3- _..M.hE?' -.t. *K..4te.wvt%C." %x"<. -.. l%.i'+"£.R:.a' -x . TAN$ YG' e` s124'' ai5.:}" Y§ a J..: L3.% a:%z,37.tir4.- .,.rLTS4 i -3*4S: w..r"o-.. Zy4. i. -rz*SS" Gi i-°. T' K+.' 3`.• 3brQ% k: 4' X:' x.w.'K i- 5a$3>'KV'41£'txYi#,v' :.:^i3- X''.'- ash. '::.`3_Ni.4r'ces+'iN$t aR.$Wl. +°.{rte.ua.i.4 dfiiV hS8c'"1 44Sw?s_ ' : bnJ .N. <`. ir'?.'dktiMi$d+v: :. 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ = Q 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH W // ON, UNIT. V REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE W Z38 POWER,MECHANICAL AND WASTE CONNECTIONS. A/ Y FA A701 -A13 SI LL WP -1 A 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE INFORMATION. J TWO 2X4 J- BOXES. F ONE 2X4 W/ 3/4" CONDUIT TK Y 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON Al 04. W M K J I FOR 120V POWER. r ONE 2X4 WI 314" CONDUIT 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. W I'I ° I TO 12" AFC FOR COORDINATE WALL I SECURITY CABLE. APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. WP -1 I COVERINt AROUND 42 w CABINETQY THIS AREA i I 3" 3' -0" I I 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. r II CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. i -- 1 -QMI GATE i SF 2 I q SF -2 I I I I O 76 \ I / \ I - - - / CONTROL ? \OPEN / <" vO NOT USED. o WP 1 I WP 1 ( VVP_1 I I X PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. m 52 8' -11" a, I I / V 50 `° E . 5' -0" 2' -0" FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE , 1 I I / // E103. , LL: 77 E I " " I v - lei I I I ® 2 " RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., CB -2 WP -1 LL ^ I / SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA N ' N ' ( N Q N LL: I ' 15 SIDE OF DOOR. i ill-Or PHARMACY 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED ADMIN. ONE 2X4 J -BOX FOR 120V POWER 109 PORTIONS OF CHECKOUT. OFFICE I 2x4 J -BOX W/ ONE PHARMACY I TO DROP OFF WINDOW 64 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A-801. TWO 4X4 J- BOXES. 50 CB -2 109A PULL CORD T AND 109 "MUST BE LOCATED WITHIN -ONE 4X4 W1TW0 314" CONDUITS FOR 120V POWER. WP -1 CB -2 WP -1 BY BEYOND BODY OF CABINET. -ONE 4X4 W/TWO 314" CONDUITS FOR LOW VOLTAGE CABLES. 51 FIXTURE CONTRACTOR0R -- G.C. TO PROVIDE ITFINISHED OPENING 3D3" WIDE JUNCTION BOX FOR LOW VOLTAGE WIRING "`MUST BE LOCATED WITHIN BODY OF CABINET. =JUNCTION BOX FOR LOW VOLTAGE WIRING. ELECTRICAL OUTLETS AND LOW ®_ ® UP TO 3' -2" A.F.F FROM 3' -2" TO T -0" A.F.F. THE OPENING IS 3' -0" WIDE. THE VOLTAGE J -BOX SHOWN BY OTHERS. EC TO PROVIDE PULL CHORD. GC TO PROVIDE PULL CHORD. 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. D PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., 52 SIM TO H15 -A702. FINISH PLA. COUNTER PROVIDED BY RITE STALLED BY E PHARMACY ELEVATIONS 1 1 PHARMACY ELEVATIONS 53 WoRKCOU AID, R H15 -A702. SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0" y1 SHELVING BY RITE AID. INSTALLED BY G.C. CONT. KEYED NOTES. 55 EQUIPMENT RACK BY RITE AID, RE:H13•A702. 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. CABINETS PROVIDED BY RITE AID, INSTALLED BY G.C. SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. 2.6 3.0 3.3 76 PLANS AND DETAILS. FINISH PL4 O REVISIONS COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. V i A 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O C Q PC1 04 -30 -07 SF -3 Wp_1 , 111, I 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G C 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. Q CB1 05 -04 -07 Q 60 TACKBOARD. OPURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE INTERIOR WALL TO 6 -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF G.C.. SEE Al2 / P -201 W 23 LINE OF MEZZANINE ABOVE. CB 2 109A J G 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. SEE SHEET NOTE 7 27SEESHEET COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. ON COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 3' X01-0 MONITOR SHELF 28 LINE OF MEZZANINE STAIRS. SEE A703. H 28 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5.A701. KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD 32 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. OFFICE w PHARMACY w CONSULTATION GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER I FREEZERS MOUNTED 01- 112 "CONDUIT IN FOR CONDUIT IN WALL 1 -PHONE AT B' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT WCB -2 109A WALL FOR LOW 109 PS FOR LOW VOLTAGE 2 -QMI GATE CONTROLS 111 CB -2 CR -1 PHOTO SHOP. VOLTAGE CABLING CABLING 1- VOLUME CONTROL 33 CONTRACTOR CASES, SUPPLIED POWERI NSTALLED BY RITE AID. CAL AND WASTE / N Lo JUNCTION BOX FOR LOW VOLTAGE WIRING. CONNECTIONS. G 0 O GC TO PROVIDE PULL CHORD. 4 EXTENT OF ADA TURNING REQUIREMENTS. u_.. _ ta. _. xz .-'.s. a±. v<.. +. ...- .- ._.. re i'n_ v.. w^ .. v .. .. , >.. ^! • a -a, i v Gee '4. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. y LU to 35 liG7PHARMACYELEVATIONS 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. SCALE 1/4" - 1' -0" i.Yilw ui.- ._.s.A.w%°eWwn._3- _..M.hE?' -.t. *K..4te.wvt%C." %x"<. -.. l%.i'+"£.R:.a' -x . TAN$ YG' e` s124'' ai5.:}" Y§ a J..: L3.% a:%z,37.tir4.- .,.rLTS4 i -3*4S: w..r"o-.. Zy4. i. -rz*SS" Gi i-°. T' K+.' 3`.• 3brQ% k: 4' X:' x.w.'K i- 5a$3>'KV'41£'txYi#,v' :.:^i3- X''.'- ash. '::.`3_Ni.4r'ces+'iN$t aR.$Wl. +°.{rte.ua.i.4 dfiiV hS8c'"1 44Sw?s_ ' : bnJ .N. <`. ir'?.'dktiMi$d+v: :. 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ = Q 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH W // ON, UNIT. V REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE W Z38 POWER,MECHANICAL AND WASTE CONNECTIONS. A/ Y FA A701 -A13 SI LL WP -1 A 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE INFORMATION. J TWO 2X4 J- BOXES. F ONE 2X4 W/ 3/4" CONDUIT TK Y 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON Al 04. W M K J I FOR 120V POWER. r ONE 2X4 WI 314" CONDUIT 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. W I'I ° I TO 12" AFC FOR COORDINATE WALL I SECURITY CABLE. APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. WP -1 I COVERINt AROUND 42 w CABINETQY THIS AREA i I 3" 3' -0" I I 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. r II CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. i -- 1 -QMI GATE i SF 2 I q SF -2 I I I I O 76 \ I / \ I - - - / CONTROL ? \OPEN / <" vO NOT USED. o WP 1 I WP 1 ( VVP_1 I I X PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. m 52 8' -11" a, I I / V 50 `° E . 5' -0" 2' -0" FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE , 1 I I / // E103. , LL: 77 E I " " I v - lei I I I ® 2 " RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., CB -2 WP -1 LL ^ I / SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA N ' N ' ( N Q N LL: I ' 15 SIDE OF DOOR. i ill-Or PHARMACY 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED ADMIN. ONE 2X4 J -BOX FOR 120V POWER 109 PORTIONS OF CHECKOUT. OFFICE I 2x4 J -BOX W/ ONE PHARMACY I TO DROP OFF WINDOW 64 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A-801. TWO 4X4 J- BOXES. 50 CB -2 109A PULL CORD T AND 109 "MUST BE LOCATED WITHIN -ONE 4X4 W1TW0 314" CONDUITS FOR 120V POWER. WP -1 CB -2 WP -1 BY BEYOND BODY OF CABINET. -ONE 4X4 W/TWO 314" CONDUITS FOR LOW VOLTAGE CABLES. 51 FIXTURE CONTRACTOR0R -- G.C. TO PROVIDE ITFINISHED OPENING 3D3" WIDE JUNCTION BOX FOR LOW VOLTAGE WIRING "`MUST BE LOCATED WITHIN BODY OF CABINET. =JUNCTION BOX FOR LOW VOLTAGE WIRING. ELECTRICAL OUTLETS AND LOW ®_ ® UP TO 3' -2" A.F.F FROM 3' -2" TO T -0" A.F.F. THE OPENING IS 3' -0" WIDE. THE VOLTAGE J -BOX SHOWN BY OTHERS. EC TO PROVIDE PULL CHORD. GC TO PROVIDE PULL CHORD. 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. D PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., 52 SIM TO H15 -A702. FINISH PLA. COUNTER PROVIDED BY RITE STALLED BY E PHARMACY ELEVATIONS 1 1 PHARMACY ELEVATIONS 53 WoRKCOU AID, R H15 -A702. SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0" y1 SHELVING BY RITE AID. INSTALLED BY G.C. CONT. KEYED NOTES. 55 EQUIPMENT RACK BY RITE AID, RE:H13•A702. 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. CABINETS PROVIDED BY RITE AID, INSTALLED BY G.C. SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. 2.6 3.0 3.3 76 PLANS AND DETAILS. FINISH PL4 O REVISIONS COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. V i A 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O C Q PC1 04 -30 -07 SF -3 Wp_1 , 111, I 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G C 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. Q CB1 05 -04 -07 78 Q 60 TACKBOARD. 66 INTERIOR WALL TO 6 -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF Q W 3 -0" CB 2 109A J PULL STATION RE: E -103. AV- CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 76 80 J 3/ LEXON GUARD BY KOROGUARD FROM i WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. CORNER A.F.F^ CEILING 62 3' X01-0 MONITOR SHELF 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. 107 X 163 BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. JUNCTION BOX FOR LOW VOLTAGE WIRING. 6' -01/4" co OUTLET LOCATION SEE E102. E J o EXTEND WALL PANEL 12 "BEHIND ADJACENT STORE FIXTURE. B ® Z STORE NUMBER J -BOX WITH CONDUIT FOR LOW VOLTAGE WIRING. THE CONDUITS WILL BE RUN BENEATH in Uj N 00 0 10 01 V 54" LONG 2" WIDE MCCUE BUMPER 4 "AF.F. PROVIDED BY RITE AID AND IN ADDITION, TWO 120V DUPLEX ARE REQUIRED IN CANOPY AT THE AREA OF THE ACCESS PANEL INSTALLED BY G.C. WD PROJECT NUMBER Uj 78 Q 60 TACKBOARD. 66 INTERIOR WALL TO 6 -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF Q W 3 -0" CB 2 109A J PULL STATION RE: E -103. 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 80 J 3/ LEXON GUARD BY KOROGUARD FROM 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. CORNER A.F.F^ CEILING 62 3' X01-0 MONITOR SHELF El 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. 107 X 163 BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. JUNCTION BOX FOR LOW VOLTAGE WIRING. NOTE: O OUTLET LOCATION SEE E102. E J GC TO PROVIDE PULL CHORD. 65 EXTEND WALL PANEL 12 "BEHIND ADJACENT STORE FIXTURE. B ® Z STORE NUMBER J -BOX WITH CONDUIT FOR LOW VOLTAGE WIRING. THE CONDUITS WILL BE RUN BENEATH PHARMACY ADMIN 38 OFFICE 66 INTERIOR WALL TO 6 -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X Q W 3 -0" CB 2 109A J CAP PAINTED P-8. 5' -0" 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. PROTOTYPE 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. 107 X 163 JUNCTION BOX FOR LOW VOLTAGE WIRING. NOTE: GC TO PROVIDE PULL CHORD. THE DIEBOLD UNIT REQUIRES THREE 120VOLT DUPLEX OUTLETS FOR POWER AND ONE 4X4 F: 69 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. STORE NUMBER J -BOX WITH CONDUIT FOR LOW VOLTAGE WIRING. THE CONDUITS WILL BE RUN BENEATH R UjTHEWINDOWTOTHELHSIDE, THEN OVERHEAD TO THE DRIVE THRU CANOPY. 70 54" LONG 2" WIDE MCCUE BUMPER 4 "AF.F. PROVIDED BY RITE AID AND IN ADDITION, TWO 120V DUPLEX ARE REQUIRED IN CANOPY AT THE AREA OF THE ACCESS PANEL INSTALLED BY G.C. WD PROJECT NUMBER Uj SEE DIEBOLD SPECIFICATIONS FOR EXACT LOCATIONS. 71 2" BUMPER RE: A -102. RAIPD0001 WA 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING RE: A102 A603OURMOLDINGCOLORTOMATCHPP2MARLITEALUMINUMNMCORNE PHARMACY ELEVATIONSA7 7 4 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. SCALE: 1 /4" = T-0" 7 8 9 10 11 12 13 14 15 11¢ v ...Y¢.a. a. 1` +`5 a ..i " =. .v V°lkn A InVa s cn-.li d'n m.r li ,l fi_ .a i..Tj sal LL f'$' _- ..' Y. °4. x, cl(3. v _.: partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 0 R Uj R Lo w 0) Uj w 0 LLF LLI 0 Z Fn LLI LLI J REVISIONS 11 El 13 El E3 El El El El LU PROTOTYPE 107 X 163 STORE NUMBER 0 WD PROJECT NUMBER RAIPD0001 w LW m zA701 8 T-V,rD I -a' -fr'. I - .,. '—'" .' q a,, I n,' I a ' .-xn , , '4 '- F,9= L J T, F E b`3.- 'c`ufn: ._ «.u. . .. a .st J'ck- . 3'5- YGq . t ir- "a'c > ,.r.£1 = °ST.}fv-RI to. 'i"4 x.F "'. ii Sa :'#f1%' ` #(1i3e LUx ...x::.r4.GU' -" r m°`v'u'e.'w - W`5 ?... .}i -t &bs:S" av .,... ae•• +rma'_: s" i..3a'u. !Ya SC. -_.. 33i ,,.se a^esi°s •. .'`- .'.' v' TYc£ n aY/ `- S` a ti "h'G±$'"ui R3C`l" .+sSeiIYSS"i °[ Ywv. ' b 'i?F ®.:fa2 i*a fr1 a.L`^i, - «.'.'e°+ftiII a..Y`.>flR. Y' .. °i _.- - ik%:"eL n -. ,. -2' 'Y! a' c 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CON- STRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, WHICHEVER IS GREATER, INTENSION WITH 5- DEGREE MISALIGNMENT OF THE MEMBERS IN ANY DIRECTION, AND IN COMPRESSION. IN LIEU OF 5- DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED WITH A 1 -INCH (25AMM) ECCENTRICITY ON A SAMPLE NOT MORE THA 24 INCHES (610 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. g I I z e l 45° MAX. 1/2" EMT - RUN TIGHT TO STRUCTURE ABOVE 4' -0" MAX. FOR 12" °) SECURE SUPPORT WIRES TO EXISTING STRUCTURE OR STUD INFILL 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6-0" OF EACH WALL VERTICAL -12 GA. HANGER WIRE @ 4' -0" O.C. 3/4" EMT - NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK - NUT AFTER CEILING SYSTEM IS LEVELED 45° MAX / (4) TURNS MIN. IN 1 1/2 '(TYPICAL) jA 45° MAX. MAIN RUNNER ROSS TEE ( 4 }12 GA SPLAY WIRES SPLAYED 90° FROM EACH OTHER & 45° FROM CEILING PLANE LAY -IN CEILING SUSPENSION SYSTEM H 1 LAY -IN CEILING SUSPENSION SYSTEM DETAIL SCALE: N.T.S. WOOD BLOCKING METAL STUDS PLAN DETAIL 1 112" = V -0" D (2) 3/4 "0 THREADED RODS IN SIMPSON'SET" EPDXY (SPECIAL INSPECTION REQUIRED) z N Y Uo QLu m w o z o z 3 C M 2) 3/4 "0 THREADED RODS IN SIMPSON'SET EPDXY (SPECIAL INSPECTION REQUIRED) T-V GWB, RE:A -102 & A-801 FOR WALL FINISH AND PARTITION TYPE STEEL ANGLE 3x3x3/8 STEEL SUPPORT ANGLE 3x3x318 STEEL ANGLE BELOW 3x3x3/8, FASTEN ANGLE TO BLOCKING I I I III VIII I I III ILL- L---- - - -LJ1J 45° m AlWATER HEATER SUPPORT DETAIL SCALE: 1" = 1' -0" HOT WATER HEATER AND 4" DRIP PAN RE: P -202 5 /8" P.T. PLYWOOD, EXTEND PLYWOOD ONTO WALL BEYOND MEZZANINE J 10'-6" A.F.F. Y PERIMETER STEEL ANGLE 30418 STEEL SUPPORT ANGLE 3x3x3/8 STEEL ANGLE 3x3x3/8, FASTEN ANGLE TO BLOCKING LINE OF WALL BEYOND RE:A -102 & A -801 FOR WALL FINISH AND PARTITION TYPE STEEL ANGLE 3x3x318, FASTEN ANGLE TO BLOCKING DOUBLE UP METAL STUDS 4 HANGER WIRE NOT TO EXCEED V -0" BRACE WIRE 8" (MAX.) OR 114 LENGTH OF DIST. TO FIRST MAIN CROSS TEE 1 MAIN RUNNER LAY -IN CEILING TILE 12" CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS WALL TRIM SUSPENDED CEILING DETAIL AT WALL ALUMINUM FLASHING BACKER ROD AND SEF SILL DETAIL AT DRIVE THRU SCALE: 1 1/2" = 1' -0" D5 ALARM OVER BOX RUN TO POWER PANEL SEE SHEET E -102 SOFFIT 9 n UPPER BOLT NDUIT RUN WALL — MODULE \ KEYSWITC PANIC HARDWARE \ PRIMARY BOLT \ MODULE v v LOWER BOLT / MODULE DOOR 101 114" SPIRAL RUN INSTALL ACROSS FACE OF DOOR AND INTO DOOR FRAME SECURITY ALARM DOOR ELEVATIONA5SCALE, 3/8" = 1' -0" 5 6 1 7 BULLET RESISTANT STOREFRONT SYSTEM DRIVE THRU WINDOW FRAME SHIM AS REQUIRED BACKER ROD AND SEALANT GYP. BD. SILL, PAINT TO MATCH WALL GYP. BD. 3 5/8" METAL STUDS @ 16" O.C. 8" CMU CMU -2 1) KRAFT FACED FIBERGLASS R -15 BATT INSULATION RUN CONDUIT TO ALARM BOX OVER J -BOX RUN TO POWER PANEL SEE E -102. MOUNTED AT 14'-0" A.F.F. ON SALES SIDE OF WALL ABOVE DOOR 114B UPPER BOLT MODULE PANIC HARDWARE PRIMARY BOLT MODULE I'I 1 BOLT MODULE MAIN RUNNERS NO. 12 GAUGE WIRE (TYP.) LAY -IN LIGHT FIXTURE ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH TWO (2) 12 GA. HANGER WIRE - ONE AT EACH END. CROSS RUNNERS 12 HANGING WIRE 4' -0" O.C. 5` ATTACHED TO FRAMING, SIMILAR TO DETAIL BELOW MAIN RUNNER AT 4' -0" 45° 5° O.C. (TYP.) 4) #12 SPLAY WIRES IN PLANE OF CROSS RUNNER AT 2' -0" O.C. (TYP.) RUNNERS. ATTACH TO ROOF FRAMING AS SHOWN BELOW 12' -0" 16D NAIL (TYP.) O.C. 6' -0" MAX FROM WALL. 4) TURNS MINIMUM 1. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE CEILING LOADS ARE LESS THAN 5# PER FT. AND NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 12' -0" O.C. IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL, ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE HANGERS TO THE STRUCTURE ABOVE. THE METHOD USED MAY VARY DEPENDING UPON THE TYPE zr OF STRUCTURE. THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY INDICATES THE TYPE OF FASTENERS TO BE USED. THIS DRAWING SHALL BE SUBMITTED TO THE LOCAL BUILDING INSPECTOR FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM CLASSIFICATION. CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. TYPICAL CEILING DETAILS SCALE: N.T.S. FLUORESCENT STRIP LIGHT FIXTURE ABOVE, SEE CEILING PLAN AND ELECTRICAL DRAWINGS FOR MORE INFORMATION C I Foam RIGID BRACING TO MEE' SEISMIC REQUIRMENTS AC -1 ARMSTRONG 10" AXIOM EDGE BAND SEE FINISH SCHEDULE n AXIOM GRID - HUNG W/ (4) @10 HI 1"90NDUIT FOR POWER FEED, PAINTED P -0, THE CONDUIT FEEDING THE LIGHTS IS TO BE ROUTED FROM BACK WALL RECESSED CAN LIGHT - SEE ELECTRICAL DRAWINGS n TVI VCT COMBO to 3 COM HUB SYMBOL A/P HNS MMV 4 SKYSURFER UNIX TOWER N 0 o UPS DEVICES (2) 1' -81/2" NOTES: 1.) BOTTOM TWO (2) SHELVES ROLLOUT 2.) REMAINING THREE (3) SHELVES FIXED 3.) 201/2" WIDE X 211/2' DEEP (FLOOR SPACE 2012" WIDE X 31 12" DEEP) NOTES: EQUIPMENT RACK PROVIDED BY RITE AID INSTALLED BY G.C.. EQUIPMENT RACK SCALE: 1/2" =1" -0" 1 ®I. 2' -0" 16 fflw partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento PLASTIC LAMINATE PLYWOOD COUNTER WOOD FRAMING FOR K KICKER PLYWOOD KICKER, AT MIDPOINT AND BOTH ENDS OF COUNTER 1x HORIZONTAL WOOD BLOCKING PAINT TO MATCH WALLS KICKPLATE FOR CONDUIT RUNS, ONLY USED IN OFFICE AT AREA NOTED, PLASTIC LAMITE TO MATCH WALLS. BASE AS SCHEDULED, JSUPPLIEDANDINSTALLED BY G.C.. FINISH FLOOR 474" 20 GA. BRACKETS @ 24" O.C. SOLID BLOCKING AS REQUIRED, SUPPLIED AND INSTALLED BY G.C.. H 15 COUNTER DETAIL SCALE 1"=V-0" 1" FILLER PA BACKSPLASI PLAS.LAM.0 09 REFLEC. CEILING DETAIL @ WAITING D 1 M PLAN - LOUNGE CABINETS SCALE- 1/2" 1' 0" Lo H` G F E D NOTE: PROVIDE SOLID BLOCKING FOR MOUNTING UPPER AND BASE REVISIONS CABINETS W M C Lo 13 W U 0 W w Q 2 I.L I-' WO I.L s Q cn J W TOM WW Y to Q J NOTE: PROVIDE SOLID BLOCKING FOR MOUNTING UPPER AND BASE REVISIONS CABINETS C 13 P-8 4 El WALL CABINETS iq r 13 V FILLER PANEL El V 4 SINKBASIN B E BACKSPLASH 36W 30W P 8 Y El QEl COUNTERTOP Uj REMOVABLE SINK BASE BASE CABINETS PROTOTYPE Q107X163 REFRIGERATOR(N.I.C.) T71 ° STORE NUMBER END PANEL FINISH BOTH w O SIDES WD PROJECT NUMBER A ' RAIPD0001 36SB 308 W A702 ELEVATION - LOUNGE CABINETSAl3SCALE: 1/2"- 1' -0" 9 10 11 12 13 14 15 16 e -.: 1 .1nntOP1- .a. n ,''xz.,.. ., ,. ,ana s-nm£.Y, ax'3...,,.I`1 fit .. u2 C`ng 5'°v¢. i <.r ". + -;- .v '..G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 K TYP 3/liLr M T.O. SLAB M CI0x63 STAIR STRINGER 5/9' DIA. STUD DOLTS (3) TOTALF x 3' LONG \ CP '. xz \ STANDARD MC*& GRIP STRIT STAIR TREADS ?; CBt \ L3x3xV4x0' -b• WITH (2) 5/6' • 4, + 4' EMBED BOLTS (MILTI § ; c= \ WY -150 OR NILTI KWBG BOLT II L T.O. SLAB A TYP 3/Ib IF p - FOOTING MAY BE A PART OF eANOTFIERFOOTMG e b' MM. b K K. CB1 sue... m,^ :°"°°` - iSTAIRDETAIL2INCHESWIDE KNEE WALL BELOW W/ 2X6 WOOD CAP, EPDXY' SCALE: 3/4 — 1 -0 sTWPING HINT, COLOR . t GRAY EXTEND WALL TO IRE2INCHESWIDE r— — --------------- T--------- - - - - -- ,,... d CB1 UNDERSIDE OF DECK I I 4' 6" STRIPING I I sTEELFIANDRAL @ 34" I I I I ABOVE STAIR RUN, REFER TO G7IA703 P -11 r ADJACENT SURFACE 4 J Coil f 1 1/2" DIA. STEEL PIPE HANDRAIL I FDN CONT. SEALANT CONT. SEALANT 0 CONCRETE CURB, REFER CONCRETE TO A703 -D7 TO A703-D7 CURB, REFER t 8" METAL STUD A70 7/8" 3 LAYER STUCCO f 718" 3 LAYER STUCCO CMU WALL OVER METAL LATH AND 8" METAL STUD OVER METAL LATH AND BUILDING PAPER 30# L' FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 112" PLYWOOD CMU WALL MH - - -- 4: H o E as: s 3' 8114" 3 3/4" 15' -7" 7-51/4" 0 17 TREADS @ 11• JIE 2' 8" 2' -0' RAMP 1' -0• 2'-8 7 /8" 10' -0" 2'- 101/8" G G a G1 DETAIL g ± DETAIL LL' RAILING DETAIL G1 O7V % p ENLARGED STAIR PLAN AT MEZZANINE LEVEL SCALE: 1/2" = 1• -0" SCALE: 1/2" = 1• -0" 1 SCALE: 1 1/2" = 1' -0" r w emu. SCALE 1/2 = 1 -0 m F F 2.0 1.8 8" METAL STUDS 0 @ 16" O.C. Z-8- 2' -8" STONE VENEER 2' -5114" WITH OVERGROUT 7/8" 3 LAYER STUCCO 2-5114" INSTALLATION ' 718" 3 LAYER STUCCO' r OVER METAL LATH AND OVER METAL LATH AND BUILDING PAPER 30# EXTEND WALL TO BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD 1" RADIUS UNDERSIDE OF DECK FELT OVER 112" PLYWOOD ' 6" METAL STUDS k; • • LINE OF WALL BEYOND E @ 16" O.C. 6" METAL STUDS 6• @ 16" O.C. E CONT. SEALANT eo 1" STEEL HANDRAIL 34' ABOVE 3" l' -0" I 15'-7" 4 CONT. • • STAIR RUN, REFER TO G7/A703o s , 17 TREADS @ 11" , CMU WALL CMU WALL 4 V a 4 CONC. SLAB WI MTL. DECK STL. ANGLE POUR STOP BEYOND, 4 3 3/4" 2'-0 7/8" SEE STRUCTURAL DWGS. D 4 4 MEZZANINE D . FOR MORE INFORMATION E'. HANDRAIL BRACKETS ' STL. ANGLE POUR STOP, SEE P -11 CONCRETE CURB STRUCTURAL DWGS @ 4' -0" O.C. MAX CONT. SEALANT , D 1 DETAIL D DETAIL D CURB DETAIL SUSPENDED ACOUSTICALICID I SCALE: 1/2 1 -0 SCALE: 1/2 1'-V SCALE: 1 1/2 — 1 -0 ' rt CEILING TILE AND GRID I LINE OF WALL BEYOND M . - _ STL. BEAM x rr, C STEEL CHANNEL 4 — I KNEE WALL W/ 2X6 WOOD CAP, STRINGER BEYOND GYPSUM BOARD TO BE w \ o C' L ATTACHED TO BOTTOM OF _L CONC. FILLED ' , EPDXY PAINT, COLOR GRAY STAIRS, TO BE 1 HOUR o x 2' 4" I I 1 N y METAL PAN STAIR CONSTRUCTION, 0 BE' I 02" - 2-8" '. 112' RADIUS LINE OF WALL BEYOND 2'5114• 7' 51/4" I A703 A7 CONCRETE CURB, REFER 6" METAL STUDS ` TO A703 -D7 @ 16" O.C. t 718' 3 LAYER STUCCO 7/8" 3 LAYER STUCCO i d 109E STEEL CHANNEL STAIR STRINGER. OVER METAL LATH AND 4 OVER METAL LATH AND q h q o BUILDING PAPER 30# BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD FELT OVER 112" PLYWOOD i INFILL PARTITION WALL UNDER STAIR,k ' B , W/ GYP. BD. ON EACH SIDE, EXTEND y 6" METAL STUDS , I TOP OF WALL TO BOT. OF STAIRS, TO I B @ 16" O.C. " ? I BE 1 HOUR CONSTRUCTION. r " FINISH FLOOR CMU WALL CONT.SEALANT 9 OL 01-01 y. I METAL PAN W/ CONCRETE INFILL30 "x 30" ACCESS DOOR FOR WATER SERVICE CONT. SEALANT TYP. a.. AREA(SEEgIA901). TREAD;STAtR STRUCTURAL STEEL AND SUPPORTS TO BE PROVIDED v STUD WALL W/ GYP. BD. ON EACH SIDE,' i AND DETAILED BY STAIR i CMU WALL; A EXTEND TOP OF WALL TO BOT. OF STAIRS, i FABRICATOR. i@TOBE1HOURCONSTRUCTION. i 1" 11" AA MAX. Al SCALE: 1/2" = 1' -0" A4 SCALE: 1/2" = r -0° AT STAIR TREAD DETAIL Al O STAIR SECTIONDETAILDETAIL SCALE: 1 1/2" = 1' -0•' SCALE: 1/2" = V-V 1 2 3 4 y 5 6 7 8 9 10 11 12 13 14 15 16 M M n partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q ui I- W C Ln LU Ow V 0 W i ' Z V+ Q J J LU TOM W qq e cc JT.-.J REVISIONS 04 -30 -07 05 -04 -07 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A703 Cn rll r W V/ Z a Ii a 8 rlw aanrers.ar rn8$ a ::::M ai'4N51 W_.eke es ateta enS'r uliC rn eiTrm.fsg S.ev - lOC` ,v m _ _.. w,•.. s „ ,,,:; :g-- :., _,,,..z..: rte,. .,, „._ y . ., ., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 COMPRESSED SOUND ATTENUATION DOOR FRAME HARDWARE KEY SCHEDULE NOTES F KEY PROCEDURE NOTES INSULATIION. (FIRE SAFING INSUL. AT DOOR # SIZE MATERIAL TYPE FINISH MATERIAL TYPE JAMB HEAD FINISH LABEL SET No. KEY SIDE KEY NUMBER FIRE - RATED PARTITIONS) 100A PR T -0"XT -0” MTUGLASS E MANUF MANUF MANUF MANUF MANUF MANUF 1 EXTERIOR KEY #1 STOREFRONT ENTRY DOOR - SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. <: 1. KEY SET #1 IS FOR THE FRONT ENTRANCE DOORS. THE BESAM DOORS METAL DECK COME WITH A CONSTRUCTION CORE AND KEYS. THE RITE AID WP_3 1008 PR T -07T-0" MTUGLASS E MANUF MANUF OF MANUF MANUF MANUF 1 100 KEY STOREFRONT ENTRY DOOR - SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. OPERATIONS DISTRICT MANAGER WILL REMOVE THIS CORE AND2X4WOODBLOCKINGxCONT. 20 GA. SHEET METAL FILLER M 518" GYP. BD. 18 GA. 3 518 METAL STUD SET IN SEALANT AND FASTENED TO 1DOC 3' -01/2 "X10' -0" ALUM D P-8 MTL MANUF MANUF ANUF MANUF MANUF 101 NON MOTORIZED OVERHEAD GRILL -QMI, AL5-E W/SOLID SLATS-SUPPLIED & INSTALLED BY RiTE AID REPLACE IT WITH ANOTHER CORE. T44E#tNAL"KEYS FOR TFUS KEY SET ", M KOROGAURD MTL DECK 100D 12'-0 "X10' -0" ALUM D P-8 MTL OF MANUF ANUF MANUF MANUF 101 - ARE SUPPLIED BY RITE AID. PROVIDED A SIGN IN CONTRASTING LETTERS CORNER TRIM - OF 1 INCHE OR MORE ATTHE DOORS STATING: "THIS DOOR TO REMAIN . COPE G.W.B. AROUND METAL DECK 100E 3.8112 "X10' -V ALUM D P-8 MTL MANUF MANUF ANUF MANUF MANUF 101 UNLOCKED DURING BUSINESS HOURS" PROFILE <. .. a r >.R APPLY WP -1 PRIOR TO 101 T -00 X T -0" INSUL. MTL A P- 101P -11 MTL 2 J3 H3 P- 10/P -11 6 101 KEY #2 PROVIDE PANIC HARDWARE & SECURITY ALARM WIRING -SEE HARDWARE SCHEDULE AND DETAIL ON A -702 FOR MORE INFORMATION. 2. KEY SET #2 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. CONT.A000STIC SEALANT -BOTH MOUNTING GATE SIDES FIRE RESISTANT JOINT SYSTEM 103 NOT USED 3. KEY SET #3 IS TO HAVE 8 COPIES. THESE ARE SUPPLIED BY THE GC. AT FIRE RATED PARTITIONS. METAL EDGE TRIM WHERE 104 3' -0" X T -0" HM C P -9 HM i A H1 P -9 2 103 KEY#2 OFFICE DOOR WITH FLOOR STOP. (MIRRORED GLASS). 14. KEY SET #4 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. EXPOSED TO VIEW 106 T-T X T -0" HM A P -10 HM 1 A H1 P -10 5 105 KEY #3 MEN'S RESTROOM DOOR WITH 6114" DOOR FRAME "5. KEY SET #5 IS SUPPLIED BY RITE AID. SHUTTER RAILS STEEL RUNNER W/ MIN. 2" FLANGES - FASTEN TO MTL DECK PRIOR TO INSTALLATION OF 107 T-T X T -0" HM A P -10 HM 1 A Hi P -10 5 105 KEY#3 WOMEN'S RESTROOM DOOR WRH 6114" DOOR FRAME 6. KEY SET #6 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. SPRAY FIREPROOFING THESE KEYS ARE FOR THE ACCESS PANELS IN THE UNDERSIDE OF THE 3 5/8" METAL SHUTTER CURTAIN 108 T-T X T -0" HM G P -10 HM 1 A Hi P -10 4 105 KEY #3 LOUNGE DOOR- TEMPERED SECURITY FILMA MINATED TEMPERED DRIVE THRU CANOPY. STUDS @ 16" O.C. 3" KOROGUARD CORNER SEE WALL TYPES FOR WALL CONSTRUCTION 109A T-T X T -0" HM C P -10 HM 1 A Hi PS1P -10 3 111 KEY #4 PHARMACY DOOR WITH FLOOR STOP. (CONSULTATION SIDE OF DOOR FRAME TO BE PAINTED P -10). 7. KEY SET #7 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY RITE AID GUARD COPE GYPSUM WALLBOARD AROUND STEEL BEAM THROUGH THE GATE SUPPLIER, QMI. L 1 w PROFILE WHERE OCCURRING 109B 3'4" X T -0" WD F PL-8 HM 1 A H1 P- 101P -10 3 112 KEY #4 CONSULTATION ACCESS DOOR. (DOOR FRAME TO BE PAINTED P -10 ON CONSULTATION SIDE, P -10 ON WAITING ROOM SIDE.). :! L PARALLEL TO RIBS OF DECK PERPENDICULAR TO PICK UP COUNTER- PHARMACY OVERHEAD GRILL- QMI, AL5-E W /SOLID SLATS - SUPPLIED & INSTALLED BY RITE AID (RELATED FINISHES, 8, ALL OF THE LOCKSETS FOR THE KEY SETS WHICH ARE SUPPLIED BY THE F RIBS OF DECK 109C 13'-6"X 13'•6" ALUM D P-8 MTL MANUF MANUF MANUF MANUF MANUF 101 NONE SWITCHES, ELECTRICAL & WEDGE WALL CONSTRUCTION ARE SUPPLIED BY G.C) SEE DETAILS L1,J1, G1, D1, AND Al ON A-801 GC ARE TO BE TURNED OVER TO RITE AID PER THE DIRECTION OF THE NOTE: RITE AID CONSTRUCTION MANAGER. FASTEN STEEL RUNNER TO METAL DECK. FRICTION FIT METAL 109D T -0" X 3'-6" HWD H PL-3 WD NIA NIA NIA NIA 7 109 KEY #4 DOOR HINGES FASTEN TO PANEL 9. THE GC IS TO SUPPLY ONE BLANK KEY FOR EACH LOCK SET. PLAN DETAIL m STUDS TO RUNNER & FASTEN G.W.B. TO STUDS - DO NOT FASTEN TO DROP OFF COUNTER- PHARMACY OVERHEAD GRILL- QMI AL5-E W/SOLID SLATS - SUPPLIED & INSTALLED BY RITE AID (RELATED FINISHES L 1 SCALE: 3" = T -0" RUNNER. MAINTAIN GAP AS INDICATED BETWEEN STEEL RUNNER & 109E TAT X 13'-60 ALUM D PS MTL MANUF MANUF MANUF MANUF MANUF 101 NONE SWITCHES, ELECTRICAL & WEDGE WALL CONSTRUCTION ARE SUPPLIED BY G.C) SEE DETAILS L1,J1, G1, D1, AND Al ON A-801 10. KEY DOORS SPECIAL KNOWLEDGE. THE INSIDE WITHOUT THE USE OF A METAL STUDIG.W.B. TO ACCOMMODATE STRUCTURE DEFLECTION. 109F 2'-6" X 2'-6" STL J P-8 STL MANUF MANUF MANUF P-8 MANUF 109 i6 GA, CONCEALED PIANO HINGE, DOUBLE LEAF, SCREW DRIVER OPERATED LATCH 11. KEY- LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE WP-1 SEE PARTITION TYPES FOR WALL CONSTR. 109G 2' -0" X T -0" HM A PS HM 1 A Hi P-8 9 N/A NONE MAIN EXIT CONSISTS OF A SINGLE OR PAIR OF DOORS WHERE THERE IS Wp_l RECEIVING AREA EXTERIOR DOOR, PROVIDE PANIC HARDWARE, AND SECURITY ALARM WIRING -SEE HARDWARE SCHEDULE AND DETAIL ON A READILY VISIBLE, DURRABLE SIGN ON OR ADJACENT TO THE DOOR 2X4 WOOD BLOCKING 114A T-ON X T -0" INSUL. MTL A P -11 MTL 2 J3 H3 P -11 6 114 KEY #2 KOROGUARD CORNER GUARD SCHEDULED BASE STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS 3 5/8' METAL 3 114B PR Y -0 "XT -00" POLYMER CELL B MANUF,;., STL 1 . J2 H2,.v Pr9 w NA MANUF , NONE ELIASON DOOR MODEL IIP11 PLUS -GOLOR #110 GRAY -10 SCUFF PLATES REQUIRED HOURS." (CBC 1003.3.1.8) STUDS @ 16" O.C. w Z F 12. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH THE K CONT. ACOUSTIC SEALANT BOTH SIDES FIRE 114C NOT USED REQUIREMENTS OF UBC STANDARD 104. THE ACTIVATING MEMBERSHUTTERCURTAIN RESISTANT JOINT SYSTEM AT FIRE RATED PARTITIONS __ 4M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a li' Ao" L REVISIONS El 0 El 0 0 E El W a PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER O FUIPD0001 Q z A802 § t _. W M W N W V O w a w LUwZ z e Q V5 J J W TOM W qq e J a li' Ao" L REVISIONS El 0 El 0 0 E El W a PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER O FUIPD0001 Q z A802 § t _. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16r KEY MANUFACTURER DESCRIPTION PRODUCT COLOR DIMENSION LOCATION ADDITIONAL INFORMATION L9 AC-1 ACOUSTIC CEILING ARMSTRONG GEORGIAN (763) AXIOM 10 ", P-8 GRID: PRELUDE XL 15116" 2'X 4' DROP DISC OVER WAITING AREA, GENERAL VENDOR 1 z VENDOR 1 Zi AG2 ACOUSTIC CEILING ARMSTRONG GEORGIAN (763) PRELUDE XL 15116" -TILE AND GRID TO BE PAINTED P -2 2'X 4' M U AG3 ACRYLIC LENSE ALP LIGHTING COMPONENTS ALP45A 1@" X 112" X 112" WHITE PANEL 23 314" X 47 314" VENDOR 4 M " AC4 ACOUSTIC CEILING ARMSTRONG CLEAN ROOM VL (870) GRID: PRELUDE XL 15116" 2'X 4' HAND DIP VENDOR , partners CA CARPET MATWORKS MW # 1344000 - 144000-001 STEADFAST GRAY 12' ROLL PHARMACY WAITING AREA VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. 2852 Kelvin Avenue G2 WALK -OFF MAT MATWORKS STICKS & STONES 18"X 18"X 318" VESTIBULE VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. Irvine, CA 92614 VENDOR 23 949.753.7676 T G3 ANTI - FATIGUE MAT MATWORKS PREFERENCE EZE COLOR: SILVER 18"X 18"X 314" PHARMACY PROVIDED BY RITE NO INSTALLED BY G.C. 949.753.7678 F LT -1 CERAMIC7ILE, ,. - .UN -TILE CO; INC. _ .« _.CERAMIC TILE —y- . SIERBASERIESASPEN# 1525/ GROUTA:EGDELOR(iEAN.C3RAY#934 -- _ < ;: ., .sue. « _.8 "x8 "; , TROOMS,,, VENDOR 22 318 "RADIUSCOVEBASEP -3689 wd artners.comr- ° " p CT-2 CERAMICTILE B&W CERAMIC TILE S3619T,WHITE 6"X6" MEZZANINE HDt ee .... ,- ,r'': "• ,. ar.,._ ,.:.., rv` >. F.,+<4v,, °vwK,., °`"°. -,. "s'' V-- "z'`_ -v, „`c"..v....F."`., ..``` VENDOR 34mRF -1 —RES TENT FLOORNG POLYFLOR w• D(PONA RAM MAPLE . g °` 4'x36 ° `1'FIARMACY REFER TO ARCHITECTURAL DETAIL ON A 102 O 0 RF -2 RESILIENT FLOORING ARMSTRONG TRANSLATIONS #34882 WHEAT 6'-0 "X72' -0" PHOTO VENDOR 2 Atlanta Boston RF -3 RESILIENT FLOORING ARMSTRONG MEDINTECH TANDEM 87497 BRUSHED SAND 6'-8" X 72' -0" HAND DIP VENDOR 2 Chicago L VCTA VINYL COMPOSITION TILE ARMSTRONG 51873 BRUSHED SAND 12'X 12" GENERAL FLOORING VENDOR 2 NOTE: QUARTER TURN INSTALLATION; REFERTO ARCHITECTURAL DETAIL ON A -102 L Columbus VCT -2 VINYL COMPOSITION TILE ARMSTRONG 51839 FORTRESS WHITE 12'X 12" COSMETICS VENDOR 2 NOTE: QUARTER TURN INSTALLATION; REFER TO ARCHITECTURAL DETAIL ON A -102 Dallas Los Angeles VCT3 VINYL COMPOSITION TILE ARMSTRONG 51805 CAMEL BEIGE 12'X 12" RESTROOMS VENDOR 2 NOTE: QUARTER TURN INSTALLATION; REFER TO ARCHITECTURAL DETAIL ON A -102 Miami SC-1 SEALED CONCRETE SONNEBORN WATER -BASED KURE- NSEALACUCURE BACK OF HOUSE, STOCKROOM Sacramento TS-1 RESILIENT FLOOR TO CARPET TRANSITION JOHNSONITE CTA -20-C PHARMACY VENDOR 22 NOTE: VERIFY ALL FLOORING HEIGHTS PRIOR TO ORDERING TRANSITION STRIPS z TS-2 NOT USED TS-3 VCT TO RESILIENT FLOOR JOHNSONITE CTA -20-A PHARMACY VENDOR 22 z VENDOR 22 TS-4 CARPET TO SEALED CONCRETE JOHNSONITE CTA 720-J CONSULTATION AND RECIEVING TS-5 VCT TO RESILIENT FLOOR JOHNSONITE CTA -20-A PHOTO AREA VENDOR 22 VENDOR 22 K NCB- 1 SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE FIXTURES K -, CB -2 COVE BASE JOHNSONITE VINYL 20 CHARCOAL 4" GENERAL VENDOR 22 VENDOR 22 CB -3 COVE BASE JOHNSONITE VINYL 130 SISAL 4' RESTROOMS CRA CHAIR RAIL RESIN -ART FLEXIBLE MOLDING # T -WM297 PAINTED P -10 11116 " :3" 02" WAITING AND CONSULTATION VENDOR 25 CHAIR RAIL TO BE MOUNTED 32" AFF TO CENTER. THE CHAIR RAIL SHOULD BE INSTALLED THEN PAINTED. FRP -1 FIBERGLAS REINFORCED PANEL MARLITE SYMMETRIX SYM G118 G44 COLOR: ALMOND 4'X 8' RESTROOMS VENDOR 24 FRP -2 FIBERGLAS REINFORCED PANEL MARLITE FRP P -118 COLOR: ALMOND 4'X 8' JANITOR, SUPPLIES VENDOR 24 FRP -3 FIBERGLAS REINFORCED PANEL MARLITE FRP P -151 COLOR: LIGHT GRAY 4' X 8' HAND DIP VENDOR 24 PP -1 PREFINISHED PANEL MARLITE CONNECTIONS 44 TOP: PL-3 (1'-4' HIGH) BASE: PL WITH -1 114" NARROW REVEALS ON HORIZONTAL & VERTICAL EDGES VARIES PHARMACY WALL VENDOR 24 PANEL SIZES SHOULD BE AS LARGE AS POSSIBLE. VERTICAL REVEALS SHOULD LINE UP WITH VERTICAL WINDOW MULLIONS WHERE POSSIBLE G.C. TO INSTALL RA SUPPLIED 1" BUMPER AT 4,12" AFF AND 2" BUMPER BETWEEN LAMINATE COLOR BREAKS. COLOR SW -7082 PP -2 PREFINISHED PANEL MARLITE PLANK GLAZE: PLK 193 RAWLINS 16" W X 6 -0'H X 1/4'T GENERAL VENDOR 24 J WP -1 WALL PAPER I KOROGUARD CORNER GUARD KOROSEAL 5821 -01 AND 875 NAVAJO WHITE (WALL PAPERY K-4 BALSA (RAWC-011RACG) (CORNER GUARD) PRODUCTS SPECIFIED FOR RITE AID 54 "X 30 YARDS PHARMACY VENDOR 21 INSTALL EXTRUDED CORNER GUARD FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS. J WP-2 WALL PAPER 1 KOROGUARD CORNER GUARD KOROSEAL CHIMAYO SERIES #C521 -27, MAZE. 30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD G -075, COLOR SILKWORM #K -07 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS WP -3 WALL PAPER 1 KOROGUARD CORNER GUARD KOROSEAL CHIMAYO SERIES #0521 -84, CACTUS. 11/2 - 30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD G-875, COLOR SILKWORM #K -47 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS P -1 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW 127C 50% BEIGE FINISH: SEE SPECIFICATIONS GENERAL, BULK HEAD VENDOR 28 P -2 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW5787 LT GREEN FINISH: SEE SPECIFICATIONS GENERAL, BULK HEAD VENDOR 28 P -3 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW65000PEN SEAS FINISH: SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 28 Pd PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6811 HONORABLE BLUE FINISH: SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 28 P -5 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW216 BURGUNDY FINISH: SEE SPECIFICATIONS PHOTO VENDOR 28 P-6 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6424 TANSY GREEN FINISH: SEE SPECIFICATIONS PHARMACY WAITING VENDOR 28 r P -7 NOT USED H fi ¢ PS PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW7012 CREAMY FINISH: SEE SPECIFICATIONS PHARMACY, BACK OF HOUSE VENDOR 28 IL VENDOR 28 P -9 PLANT SHERWIN WILLIAMS SEE SPECIFICATIONS SW0055 LIGHT FRENCH GRAY FINISH: SEE SPECIFICATIONS PERIMETER STRIPE P -S9 PANTS UVERVAhINU1m4S FNNS4i UL7AL HOLLOW, CORFDOORS VENDOR 28 - P -11 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6124 CARDBOARD FINISH: SEE SPECIFICATIONS EXTERIOR SERVICE, DOORS VENDOR 28 PA2 PRIMER ZINSSER OR KILZ SHIELDZ UNIVERSAL ON ORIGINAL PRIMER GENERAL, UNDER WALL COVERINGS P -13 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6380 HUMBLE GOLD FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 P -14 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6386 NAPERY FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 W Q P -15 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6110 STEADY BROWN FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 \ CnP - 16 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6107 NOMADIC DESERT FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 / N G FLA LAMINATE WILSONART 4661-00 IRON LEGACY FINISH: TEXTURED (FOR REFERENCE ONLY). FILL STATION BASE G Q O PL -2 NOT USED PHARMACY DROP OFF AND PICK UP PL -3 LAMINATE WILSONART 4170-60 BEIGE PAMPAS FINISH: TEXTURED (FOR REFERENCE ONLY). /W PL-4 LAMINATE WILSONART 1763-00 BRUNE SLATE FINISH: TEXTURED PHOTO& CHECK OUT, ALL COUNTERS w PL -5 NOT USED Q W PLPL-6 O NOT USED ._ 2 PL -7 LAMINATE WILSONART 7908-00 SANIBEL MAPLE FINISH: TEXTURED (FOR REFERENCE ONLY). NOT USED ` g PL-8 LAMINATE PIONITE WM -791S HARD ROCK MAPLE FINISH: TEXTURED (FOR REFERENCE ONLY). PHOTO & CASH WRAP W Z PL -9 NOT USED Fn PL -10 NOT USED Q F PL -11 NOT USED F J W PL -12 LAMINATE NEVAMAR WZ3001 T XANADU BLUE BAMBOO FINISH: TEXTURED (FOR REFERENCE ONLY). r W SF -1 STOREFRONT SYSTEM KAWNEER TRI -FAB 451T ANODIZED ALUMINUM (CENTER PLANE GLASS). EXTERIOR VENDOR 20 z SF -2 STOREFRONT SYSTEM KAWNEER TRI -FAB 450 ANODIZED ALUMINUM (CENTER PLANE GLASS). INTERIOR VENDOR 20 V cD SF -3 STOREFRONT SYSTEM DIEBOLD 121 -73 BULLET RESISTANT VISION WINDOW WITH TRANSACTION DRAWER PHARMACY VENDOR 10 o J WF -1 FROSTED WINDOW FILM SCOTCHCAL 7725.324 FROSTED CRYSTAL GENERAL o WF -2 FROSTED PLEXIGLAS PLEXIGLAS P -95 FROSTED PLEXIGLASS 114' CONSULATION FROSTED ONE SIDE LL WF3 WINDOW FILM SUNSCAPE SELECT STARLITESL -180 INTERIOR GLAZING TYPES "A" AND "E" SRSS220XK USED ONLY AT DRIVE -THRU. VENDOR 35 N.T.A: VERIFY WITH RffE ND RCM IF WINDOW FILM IS REQUIRED. O E E k" z STNA STONE VEENER EL DORADO LIMESTONE PASADENA EXTERIOR WALLS CMU -1 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 8"X 8"X 16" BUILDING BASE VENDOR 14 CMU -2 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 4" X 8'X 16" BUILDING BASE (DRIVE THRU) VENDOR 14 m RP -1 RESTROOM PARTITION ALTERNATE ONE SANTANA PLASTIC PRODUCTS HINY HIDERS COLOR: MOONLIGHT RESTROOMS VENDOR 29 Et RP -1 RESTROOM PARTITION ALTERNATE TWO HADRIAN SOLID PLASTIC COLOR: 185 OYSTER SPECKLE RESTROOMS VENDOR 17 o= a LuJ D O MP -1 PREFINISHED PANEL CITADEL ENVELOPE 2000 PANEL COLOR: SHASTA WHITE REVEAL COLOR: CLEAR ANODIZED DRY FIT SYSTEM, 112" REVEAL ENTRANCE FACADE VENDOR 12 ALTERNATE: ATAS OMEGA LITE PANEL D ui MP -2 PREFINISHED PANEL CITADEL ENVELOPE 2000 PANEL COLOR BLUE REVEAL COLOR: REFLEX BLUE DRY FIT SYSTEM, VT REVEAL ENTRANCE FACADE VENDOR 12 ALTERNATE: ATAS OMEGA LITE PANEL z a SFT -1 SOFFIT BERRIDGE FWA2 COLOR: SHASTA WHITE WITH GROOVES 12'W X 1.5"D CANOPY SOFFIT ALTERNATE: ATAS (BONE WHITE) 0 CP-i COPING ATAS EDGE LOCK FASCIA COLOR: MEDIUM BRONZE COPING OVER BRICK of VENDOR 3 w CP -2 COPING ATAS EDGE LOCK FASCIA COLOR: BONE WHITE ENTRANCE FACADE Lu VENDOR 3 CP3 I COPING ATAS EDGE LOCK FASCIA COLOR: REFLEX BLUE DRIVE THRU I ENTRANCE CANOPY VENDOR 3 ri. r. :tee.: ..F. .:, s:.« w...-....:. : >,..,s,c:....:...aN- ...... a...x.......iC .cz- _.f,.._., x.za.w u.., _ivvx.:_i. .. n. ev: vsc.... . «._., -_. .-_ wy:e:.,....vrTix•.xxVxx... ix.,3....- .... .a.wxx...ae .._.tea.. x,..a .qua D 1 FINISH MATERIAL SCHEDULE, MASONRY SCHEDULE, AND STOREFRONT / GLASSING SCHEDULE SCALE: NONE REVISIONS C C E:1 HD7 05 -16 -07 x. Ei 0 0 E 0 B B El PROTOTYPE V 107 X 163 W STORE NUMBER WD PROJECT NUMBER A RAIPD0001 W A A803 1 2 3 4 5 6 7 8 9 10 11 12 L J G F E C 4.2 — 4.0 — 3.3 — 3.0 — — 2.8 — 2.6 — 2.2 — 2.0 — 1.8 — 4 WIRE BY DIV 16 4" TYPE "B" VENT UP THROUGH ROOF TEMPERATURE AND PRESSURE RELIEF VALVE PIPE RELIEF VALVE ON TO 4" ABOVE FLOOD RIM ON JANITORS SINK. — 1 5 1 6 1 AQUASTAT BY DIV. 15 TO CONTROL OPERATION OF DCP -1, PUMP ON AT 130 °F, PUMP OFF AT 145 °F 145 °F TO 3 COMPARTMENT SINK AND JAN SINK 1 /2 "DHWR TO LAVATORIES 3/4" VACUUM RELIEF VALVE, 200 PSI, ANSI 221.22, WATTS MODEL N -36 OR EQUAL. 6 "ABOVE TANK WATER LEVEL. ICI DCW SUPPLY EXPANSION TANK FOR POTABLE WATER, NSF LISTED, MIN, 11 GAL, TANK VOLUME,MIN .75 GAL ACCEPTANCE,WATTS DET -12 OR APPROVED EQUAL. BEFORE CONNECTING EXPANSION TANK TO SYSTEM, ADJUST AIR H W H -1 PRECHARGE TO WATER SYSTEM PRESSURE. Cl o DRAIN THERMOSTATIC MIXING VALVESMV, SEE SCHEDULE. 28 "0 10 GAGE GALVANIZED 2" DEEP STEEL DRAIN PAN. GAS FIRED WATER HEATER DETAIL SCALE: N.T.S. l2.. R 7 sKmr -c..s. z+._w..' ".% t.,^.a^. ^L^T=A.3 -.,%b 8 s..er."'°"s ea .rPY#hws.ifi.: 9 3Y° a.. 3' Zi ta44., "/'sXnvg.:s,.rbS..'.',s.:Y' 10 nC4°4'Y.. a. s,..'st°CC .;SraYSt.MT XS'.v. 11 tvV.:Sw"srs'. "£"' 12 3a, S:sw.s "R sxi'- r'rXBi'.i 13 u"mGsebssYfi,a. ri..Ti •°lra..``T+cxa Y.;aw1. 14 x.":.'°..w.awcss:,. .:. 'x°r,......ea -.rs .. ..z +wr. 15 x._ws355Hw 5n°'a.. Y- ;:: 16 1/2" NPT SIZE ENT LVG t PHASE ANTI SCALD PROTECTION. MANUFACTURER MODEL NUMBER REMARKS i Sacramento L 12 g 5O PIPE 1 -1/2" PVC DRAIN LINES FROM COOLERS/FREEZERS TO STAND GENERAL UjZ SCALE: N.T.S. SEE DETAIL At ON THIS SHEET HWHA 40 GAL 55 145 125 120 NOTES: 65,000 BRADFORD -WHITE M- 2- XR504T6FBN FOR ADDITIONAL INFORMATION. to TO DETAIL H1 ON SHEET P202. J FIXTURE TANK TEMP RELIEF VALVE REMARKS CONSTRUCTION BTU INPUT CAPACITY 2 GPM @ 6 FT. OF HD THERMOSTATIC MIXING VALVES SHALL MEET SPARCO AQUAMIX 90 120 1/2" NPT SIZE ENT LVG PSIG VOLTS PHASE ANTI SCALD PROTECTION. MANUFACTURER MODEL NUMBER REMARKS i Sacramento L 12 5O PIPE 1 -1/2" PVC DRAIN LINES FROM COOLERS/FREEZERS TO STAND p UjZ SCALE: N.T.S. SEE DETAIL At ON THIS SHEET HWHA 40 GAL 55 145 125 120 1 65,000 BRADFORD -WHITE M- 2- XR504T6FBN FOR ADDITIONAL INFORMATION. GAS FIRED WATER HEATER SCHEDULE SCALE: N.T.S. MANUFACTURER TEMP SIZE MODEL NUMBER REMARKS CONSTRUCTION ALL BRONZE CAPACITY 2 GPM @ 6 FT. OF HD THERMOSTATIC MIXING VALVES SHALL MEET SPARCO AQUAMIX 90 120 1/2" NPT AM 100C OR EXCEED ANSI /ASSE 1017 STANDARD AND SHALL HAVE ELEC. CHARA. (V/PH /HZ) 11511/60 FLANGES 3/4" NPT ANTI SCALD PROTECTION. THERMOSTATIC MIXING VALVE SCHEDULE7SCALE: N.T.S. N M K J T H G P201 -Al 2 7 - — - — - - — - — - — - — - IT- - - -- ------------- - - - - -- -119 a "14( 1 "HW I- I" I I I I I Ili 1 e n I 9" Z9lfl 4-S N SERVICE I I I " c" TO ' -0" FROM BUILDING 1 n I 9l L— ll I I I I li F WHEN INSTALLING H &CW PI ING ON EXTERIOR WALL, PLUMB NG CONTRACTOR SHALL RUN PIPING ON INTERIOR SIDE 4 INSULATION IN STUD WALL. CONNECT 1 1/2" WASTE UNDERSLAB,1 1/2" VENT UP 112" H &CW ON TO SINK EMSEMOMMEMERESORM _-7--7-7_7-7-7=7-' V7fICT PL L'C I!• FROM CDV. 3/4" CW TO HOSE BIBB. 14.14 ° 2" Ia c 0 "P TYPE" N N ALL A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS WITH FREEZERICOOLER SUPPLIER. y B. SEE SHEET MEP -101 FOR ADDITIONAL MECHANICAL, PLUMBING AND M n/ TM ELECTRICAL INFORMATION. M a r fn E %S z -C. COORDINATE WITH CIVIL DOCUMENTS FOR SITE UTILITIES. 2852 Kelvin Avenue Irvine, CAKEYEDNOTES: 949.753.7676 T4 OGAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED 949.753.7678 F 1 BY LOCAL GAS UTILITY PROVIDER. PROVIDE SCHEDULE 40 BLACK STEEL GAS DISTRIBUTION SYSTEM AS SHOWN. PROVIDE DIRT LEG, GAS COCK, wdpartners.com AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT MANUFACTURER. O1 -1/2" WATER ENTRY INTO BUILDING, PROVIDE WATER METER, REDUCED Atlanta PRESSURE PRINCIPLE BACKFLOW PREVENTION, 314" NON - POTABLE Boston IRRIGATION LINE AND SUB -METER UNDER STAIRWELL REFER TO DETAIL Chicago DESIGNATION DCP -1 TYPE INLINE CIRCULATOR CONSTRUCTION ALL BRONZE CAPACITY 2 GPM @ 6 FT. OF HD MAX. TEMP.( °F) 225 WORKING PRESSURE (PSI) 125 MOTOR (WATTS) 41 ELEC. CHARA. (V/PH /HZ) 11511/60 FLANGES 3/4" NPT DESIGN BASED ON BELL & GOSSET MODEL NBF -9U A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS WITH FREEZERICOOLER SUPPLIER. y B. SEE SHEET MEP -101 FOR ADDITIONAL MECHANICAL, PLUMBING AND M n/ TM ELECTRICAL INFORMATION. M a r fn E %S z -C. COORDINATE WITH CIVIL DOCUMENTS FOR SITE UTILITIES. 2852 Kelvin Avenue Irvine, CAKEYEDNOTES: 949.753.7676 T4 OGAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED 949.753.7678 F 1 BY LOCAL GAS UTILITY PROVIDER. PROVIDE SCHEDULE 40 BLACK STEEL GAS DISTRIBUTION SYSTEM AS SHOWN. PROVIDE DIRT LEG, GAS COCK, wdpartners.com AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT MANUFACTURER. O1 -1/2" WATER ENTRY INTO BUILDING, PROVIDE WATER METER, REDUCED Atlanta PRESSURE PRINCIPLE BACKFLOW PREVENTION, 314" NON - POTABLE Boston IRRIGATION LINE AND SUB -METER UNDER STAIRWELL REFER TO DETAIL Chicago STATIC P.S.I.: — RESIDUAL P.S.I.: — G.P.M. FLOWED: — DATE: — LOCATION: — FLOW TESTED BY: — ELEVATION: — NOTE: HYDRANT FLOW TEST HAS BEEN REQUESTED FROM PLACE WATER COMPANY /AUTHORITY NAME HERE. J 12 HYDRANT FLOW TEST INFORMATION SCALE: N.T.S. NORTH D C B.7 B.2 B.1 B A PROJECT I I j STORM DN COORD NA P201 +6 W /CIVIL AND ARCHI CTU T STORM UP — TS O ROOF DRAIN. SEE MEP 101. 34 140* C 1/2 "HW110° - -— -- - - - - -- F ILI 4 I I 3" STORM ON DIN TE WICIVIL AND AR DOCUMENTS. B I I I w° E10 ON SHEET P202. L ' Columbus LO O 4" SANITARY SERVICE TO BUILDING. N Dallas i Oi Los Angeles NOT USED. Miami RECIRCULATING PUMP SCHEDULE DCP -1 : O i Sacramento L 12 5O PIPE 1 -1/2" PVC DRAIN LINES FROM COOLERS/FREEZERS TO STAND p UjZ SCALE: N.T.S. PIPES. REFER TO DETAIL K1 ON SHEET P201. Fn F . rm Iiii TOM w OPIPE SILVER RECOVERY DISCHARGE TO SUPPLIES SINK P -TRAP. REFER to TO DETAIL H1 ON SHEET P202. J OPROVIDE HOSE BIBB. COORDINATE LOCATION WITH RITE AID CONSTRUCTION MANAGER. REFER TO SHEET P202 FOR PLUMBING FIXTURE SCHEDULE. STATIC P.S.I.: — RESIDUAL P.S.I.: — G.P.M. FLOWED: — DATE: — LOCATION: — FLOW TESTED BY: — ELEVATION: — NOTE: HYDRANT FLOW TEST HAS BEEN REQUESTED FROM PLACE WATER COMPANY /AUTHORITY NAME HERE. J 12 HYDRANT FLOW TEST INFORMATION SCALE: N.T.S. NORTH D C B.7 B.2 B.1 B A PROJECT I I j STORM DN COORD NA P201 +6 W /CIVIL AND ARCHI CTU T STORM UP — TS O ROOF DRAIN. SEE MEP 101. 34 140* C 1/2 "HW110° - -— -- - - - - -- F ILI 4 I I 3" STORM ON DIN TE WICIVIL AND AR DOCUMENTS. B I I I V v L;J ti II pes"c"ss"v ss"c"cs"n I Iy I I 3/4" CON lk as I el I 1314 "COND 3" STORM ON COORDINATE l - I — \— T W /CIVI l I - -I ` 1" COND 1" COND DOCU ENTS. rJ a 1112- TS SERVICE i ITO5' FROM BUILDING. I XII GAS FI ED WH -1-- MOUNTED ON A lPLATFRMABOVE'SS ". REFE TO ARCHI ECTURALAND STRU TURALDRAWINGS FORM UNTING INFORMATION I 01 I 1 II 1.0 — 01- 10 "STORM (16,835 SQ.FT.) TO 5' -0" FlIOM BUILDING. A3PLUMBING FLOOR PLAN SCALE: 1/8" = 1' -0" 3 4 I 1" CONDENSATE 1 DOWN IN WALL. DISCHARGE INDIRECT TO MOP I' SINK. l I i< T I I I a° 4'C DV 4 "CDV F7 G— — i y by "Y "t. s m r af^ CDV " °, . 1 , ` 4" CDV _ L_ 2" V UP IN WALL FROM EDGE FS FROM EDGE FS ROM EDGE FS TO 3 "VTR I 314 "DCW I OF COOLER OF COOLER PF COOLER D i lm 1 L10-STORM (12,175 O HB REFER TO CIVIL DRAWINGS FOR DRAINAGE. 5 6 7 VARIES REFER TO DETAIL K1 ON SHEET P-101.. p 5 5 5 8 -STORM (8655 SO FT.) T wr V STORM UP UP IN CEILING o 0 0 o d`£ 0 r TO RO F DRAIN. SEE ME 101. DRAIN COOLER CONDENSATE TO FLOOR SINK. REFER TO DETAIL K1 ON SHEET P201 r -^°v- -, •.,..; nx. ..mot ' -. *,,. -'s ."".„ ti,T s °.".xi J" , STUB UP FOR COOL CONDENSATE. HD1 REFER TO DETAIL K1 ON SHEET P201 0 f3 10 11 13 I 1 r MEN 3.0 2.0 I 7 HB 1.0 11 0 14 D 10" STORM SERVICE TO BULIDING. REFERTO SHEET MEP101 FOR ADDITIONAL STORM DRAINAGE INFORMATION. K J H w° LOYN G i Oi wa o L) Q0w i wU) p UjZ Q Fn F . Iiii TOM w V v L;J ti II pes"c"ss"v ss"c"cs"n I Iy I I 3/4" CON lk as I el I 1314 "COND 3" STORM ON COORDINATE l - I — \— T W /CIVI l I - -I ` 1" COND 1" COND DOCU ENTS. rJ a 1112- TS SERVICE i ITO5' FROM BUILDING. I XII GAS FI ED WH -1-- MOUNTED ON A lPLATFRMABOVE'SS ". REFE TO ARCHI ECTURALAND STRU TURALDRAWINGS FORM UNTING INFORMATION I 01 I 1 II 1.0 — 01- 10 "STORM (16,835 SQ.FT.) TO 5' -0" FlIOM BUILDING. A3PLUMBING FLOOR PLAN SCALE: 1/8" = 1' -0" 3 4 I 1" CONDENSATE 1 DOWN IN WALL. DISCHARGE INDIRECT TO MOP I' SINK. l I i< T I I I a° 4'C DV 4 "CDV F7 G— — i y by "Y "t. s m r af^ CDV " °, . 1 , ` 4" CDV _ L_ 2" V UP IN WALL FROM EDGE FS FROM EDGE FS ROM EDGE FS TO 3 "VTR I 314 "DCW I OF COOLER OF COOLER PF COOLER D i lm 1 L10-STORM (12,175 O HB REFER TO CIVIL DRAWINGS FOR DRAINAGE. 5 6 7 VARIES REFER TO DETAIL K1 ON SHEET P-101.. p 5 5 5 8 -STORM (8655 SO FT.) T wr V STORM UP UP IN CEILING o 0 0 o d`£ 0 r TO RO F DRAIN. SEE ME 101. DRAIN COOLER CONDENSATE TO FLOOR SINK. REFER TO DETAIL K1 ON SHEET P201 r -^°v- -, •.,..; nx. ..mot ' -. *,,. -'s ."".„ ti,T s °.".xi J" , STUB UP FOR COOL CONDENSATE. HD1 REFER TO DETAIL K1 ON SHEET P201 0 f3 10 11 13 I 1 r MEN 3.0 2.0 I 7 HB 1.0 11 0 14 D 10" STORM SERVICE TO BULIDING. REFERTO SHEET MEP101 FOR ADDITIONAL STORM DRAINAGE INFORMATION. K J H E'; D: r REVISIONS C . PC7 04 -30 -07 El HD7 05 -16 -07 El e Z o JA li ND B; ® — F— BALL VALVE Q— ELBOW UP Q ELBOW DOWN PROTOTYPE FLOW ARROW 107 X 163 //-1 COLD WATER li ZSTORENUMBER HOT WATER Ii HOT WATER RECIRCULATING WD PROJECT NUMBER Z VENT A ' RAIPD0001 LL SANITARY O FIXTURE SYMBOL THERMOSTATIC MIXING VALVE P 101 r 15 16 y' w° LOYN G Oi wa o L) Q0w wU) p UjZ Q Fn F . J w TOM w to J E'; D: r REVISIONS C . PC7 04 -30 -07 El HD7 05 -16 -07 El e Z o JA li ND B; ® — F— BALL VALVE Q— ELBOW UP Q ELBOW DOWN PROTOTYPE FLOW ARROW 107 X 163 //-1 COLD WATER li ZSTORENUMBER HOT WATER Ii HOT WATER RECIRCULATING WD PROJECT NUMBER Z VENT A ' RAIPD0001 LL SANITARY O FIXTURE SYMBOL THERMOSTATIC MIXING VALVE P 101 r 15 16 y' partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento M M REVISIONS HD1 05 -16 -07 V o J ao W El o o W U)ao — 0 PROTOTYPE Q107X163 STORE NUMBER Z Z Q WD PROJECT NUMBER Z RAIPD0001 J Fw P201 W§ 11 1 C is °e Pva'RNC YGhi C. {Ait YHeJ i, P. i, City 4thNC ri M.. —i i .••f 1 1_1ti W M to w N W V w Q O T i NW Lu Cl) O I-- W rf Q J J W TOM W CO Q J M M REVISIONS HD1 05 -16 -07 V o J ao W El o o W U)ao — 0 PROTOTYPE Q107X163 STORE NUMBER Z Z Q WD PROJECT NUMBER Z RAIPD0001 J Fw P201 W§ 11 1 C is °e Pva'RNC YGhi C. {Ait YHeJ i, P. i, City 4thNC ri M.. —i i .••f 1 1_1ti partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a REVISIONS PC1 CB1 HDI 13 11 El El 13 11 El El El 04-30-07 05-04-07 05-16-07 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD00011 P202 FM 0 z Cl) Cd 2 M j a, LU C) Lo LU 0 Lj MW Hw 0 Z J LLI TOM 0) LU JT.- a REVISIONS PC1 CB1 HDI 13 11 El El 13 11 El El El 04-30-07 05-04-07 05-16-07 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD00011 P202 FM 0 z Cl) Cd 2 M j a, M... 1 a w u 2 3 r.. 4 1) SALES 79 °F t t 5 i .. ' .- 6 i r ....fi ;- .. ... na..... 7 3) RECEIVING 76 °F 8 u .' e' - .`.i.Y 9 i.&.^..A.a' 4'j _:.:.. 10 i''.>^v'... _ .:. %' u5f4... 11 v..: . .: e'er+• `w'rv$kaa _. 12 i.. N u. 13 r. m..: - r•. .« .. r...t_ .. 14 n.:.,"£._.. >... +M. '."t.' -"t ' 15 P- ...Sf.,4 E" 16 - TYP. FOR (3) 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 62 °F 3) RECEIVING 68 °F 2E O 12X6 GRILLE TYPICAL FOR (3 18X12 E91M L J 19 10X6 GRILLE TYPICAL FOR (1) F O A 2.0 - — —xooM -tea CONSULTATION 8 "0 DOWN TO E 72'x CLEARANCE PALLET LANDING M J COOLING / HEATING PROGRAM COOLING OCCUPIED (8 A.M. -10 P.M.) I 1) SALES 73 °F 1) SALES 79 °F 2) PHARMACY & 2RA E I 2O PATIENT WAITING 79 °F 3) RECEIVING 76 °F 3) RECEIVING 79 °F DOWN TO HEATING E 2.6 — — — 1) SALES 70 °F TRAFWRCY- I ENTRANCE HEATER 68 °F HEATER 50 °F TYP. FOR (3) 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 62 °F 3) RECEIVING 68 °F 2E O 12X6 GRILLE TYPICAL FOR (3 18X12 GRILLE SF 11 RI(1) A 2.0 - — —xooM -tea CONSULTATION 8 "0 DOWN TO E 72'x CLEARANCE PALLET LANDING M J COOLING / HEATING PROGRAM COOLING OCCUPIED (8 A.M. -10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 73 °F 1) SALES 79 °F 2) PHARMACY & 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 79 °F 3) RECEIVING 76 °F 3) RECEIVING 79 °F HEATING OCCUPIED (8 A.M. -10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 70 °F 1) SALES 62 0F ENTRANCE ENTRANCE HEATER 68 °F HEATER 50 °F 2) PHARMACY & 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 62 °F 3) RECEIVING 68 °F 3) RECEIVING 62 °F K12 COOLING / HEATING PROGRAMK1GSCALE: N.T.S. N M K J H G F D I II I I I I 1 4.2 - - - - -I —_ -- I I 4.0 -- -- - -- - - -- - - - - — - — - - - - - - -- - - - -- - -- EF -2 I 150 t I I I a 300 1° I 14 17 p8" r 1 00 350 I 'f 4 '0 100 CFM e e 10x I AC 1 <-- TO 10'0 T 5 10 "0 CORR.II 3A 3A5 1 3A5 32 15 18 16 CU -, 4 + I 100 x I 1B >_ 0- O 3p I ` 35A0 x41 3.3 -- -- - - - -- - - - -- _ ' °_ J/ RTU -2 8 S 45A0 8T _ S 14x28 A 36x16 22x14 14x28 SA – V I I 20x12 x 36x16 28x16 12x36 12x36 RA I i jl S 1, I 0 RTU -1 S 1 i I 12x6 ,I si; I 300 1 300 I 8 300 RTU -2 A 00 U -1 3150 3 8 I 1 12x6 — I I I I y00 r - - -- - -------------- I I, It 44x16 - 44x16 A79h 7 1 1 I R1- 4 LI 3 I 1 i i 12x6 12 300 W 00 1 I o 300 300 300 ,I, I, `I, 300 I I I 1 300 I I r, e , e 1 e W A `' A W e i A m 9 18x12 1 I b I I 1111 F r I I I I I ° I I= - -- - -- 18x10 2.2 - - - -J -L -- --- _-- - - - - -- r RTU -3 I III 1 I i I 0 0 2 $ 3 2.0 - -- -- - - I -- - -- - -- ----- - -- - - -- 2.0 14X14 GRILL 8'0 300--- - - - - -- 12 12 ( I TYPICAL FOR 2 e 15G0 O 32x14 8 ( 2x36 RA 14x12 8X8 GRILL 150 1428 SA S 8 1 I 18x12 TYPICAL FOR (2 F RTU 300 0 3A 300 300 300 1.8 — — — - - -- - -- i E12x1 I O e Y e e ® RTU-3 A I UP 00 12x12 I i I ' B 19 71 SA 3A W A 14x10 350 4X14 GRILLE 16171 RA I e PICAL FOR (1) 12x12 24x14 I S O O3I 34x14 40x18 E f I I I I I 8 B I I 12X6 GRILLE TYPICAL FO (2) I I 1 I i I I 14x14 I O I I UHA O I I I I 1 0 1 I f I O ii J 3 IIIyIII @37. 37 37 y Y A y A y I A I I I I II I I I UH -t O I o I cc o I O p I — I flS I I I I c LEU 0 0 I I I I I I I I i j I i I j0 NORTH PROJECT I I n I I I I I) I I I 4.2 4.0 00 3.9 14x8 3.aI 400 D a A - -- 3.6 of 11 i I^ I 3A I I, 12x14 II 18x14 1 w A MECK PLAN / r MECHANICAL PLAN SCALE: 1/8" = 1' -0" A3 SCALE: 1/8" = 1' -0" 1 2 3 4 6 1 7 1 8 1 9 1 10 1 11 10x14 375 A I I i I I oil 13 1 14 GENERAL NOTES: A. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. B. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. MMECHANICALCONTRACTORSHALLREFERTOROOFPLANONMEP101FOR paAr4 ners SCOPE OF ROOF WORK C. ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM OF 10' -0" 2852 Kelvin Avenue AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENT, ETC. Irvine, CA 92614 949.753.7676 T D. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS REFER TO DETAIL 949.753.7678 F F91M -201. OUTSIDE AIR INTAKE TO BE SIZED FOR A 100 % OF OUTSIDE AIR FOR ECONOMIZER SYSTEMS wdpartners.com E. ALL SUPPLY & RETURN DUCTWORK TO BE GALVANIZED SHEET METAL. INTERNALLY LINE SUPPLY FOR FIRST 10 FEET FROM UNIT OR AS SHOWN. EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WITH 2" DUCT WRAP. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. Atlanta Boston F. PROVIDE FLUE THRU ROOF (WITH WEATHER CAP) FOR GAS FIRED UNIT Chicago HEATER (IF APPLICABLE), REFER TO D13M1 -201. L Columbus G. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. Dallas H. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 6' -0". USE ONLY ON Los Angeles FINAL SUPPLY AIR RUN -OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, Miami AND T -0" FROM THE RETURN AIR GRILLE TO THE DUCTWORK. FOR BOTH Sacramento CASES 90 DEG. TURNS ARE NOT ALLOWED - OFFSET ANGLES SHALL BE KEPT TO A MINIMUM. REFER TO BRANCH DUCT SIZE CHART ON L14/M -301 FOR SIZING BRANCH DUCTS. I. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. J. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB, PITCH POCKET AND PIPE CURB DETAILS. K. ALL NON -AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL BE FURNISHED BY RITE AID. K L. PAINT THE INTERIOR SURFACE OF DUCTS WHERE VISIBLE THROUGH GRILLES, DIFFUSERS, ETC., WITH FLAT,'DTM' (DIRECT TO METAL), BLACK PAINT. M. NEW ENERGY MANAGEMENT SYSTEM (EMS) SHALL BE PROVIDED AND INSTALLED BY RITE AID. EMS SYSTEM USED WILL BE JOHNSON CONTROLS METASYS SYSTEM ". N. MECHANICAL CONTRACTOR TO COORDINATE DUCTWORK WITH SECURITY GATE SOFFIT ABOVE PHARMACY. 0 SEISMIC BRACING REQUIREMENTS: CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED WITH SEISMIC RESTRPJNTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A ", "B ", or "C" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (UMC, BOCA, SBCCI) KEYED NOTES: OPROVIDE PACKAGED ROOFTOP UNIT WITH GAS HEAT. INSTALL UNIT ON AN INSULATED EQUIPMENT CURB. COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. PIPE CONDENSATE A MIN. OF 6' -0" FROM UNIT TOWARDS THE NEAREST ROOF DRAIN. SEE ROOF PLAN ON SHEET MEP -101. REFER TO F91M -201. H OPROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA LOCATED ABOVE THE PHARMACY. 11 NEYV iE1vYPERAi1YRE SEWSDR. 10 WE M0%YSTED W T'-V A.F.F. L/ IN SALES AND 6-0" A.F.F. IN THE PHARMACY AT LOCATIONS SHOWN. OPROVIDE EXHAUST FANS EF -1,2. PROVIDE WITH DISCONNECT SWITCH. SUSPEND FAN FROM STRUCTURE WITH 318" THREADED RODS WITH VIBRATION ISOLATORS. INTERLOCK OPERATION WITH THE EMS SYSTEM. OPROVIDE 24 "x12" STATIONARY EXHAUST LOUVER EQUAL TO GREENHECK EDJ -202. PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED 1 1 O PLENUM WITH SHEETMETAL SEPARATOR / CnO PROVIDE GAS FIRED UNIT HEATER. PROVIDE UNIT WITH VENT KIT UP TO ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER N MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUSPEND UNIT FROM G QSTRUCTUREWITH3/8" THREADED RODS AND VIBRATION ISOLATORS. SEE SCHEDULE, SHEET M -301. COORDINATE EXACT LOCATION WITH ARCHITECT. rQ Uj 7 EMS CONTROL PANEL. COORDINATE LOCATION WITH ELECTRICAL PANELS. ODUCT MOUNTED SMOKE DETECTORS. DETECTORS PROVIDED BY D O Ld8ELECTRICALCONTRACTOR, INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR. COORDINATE WITH ELECTRICAL DRAWINGS. V / OONOTUSED. Lu W 10 Z NOT USED. A/ 11 18X12 RETURN DUCT. SEE A31Mt01 FOR CONTINUATION. F 1lii LU 12 ROUTE 12X6 DUCT THRU BEAM CUTS TO SERVE PHARMACY. r 13 CONDENSING UNIT (CU -1) AND EQUIPMENT PAD ON ROOF. SEE ROOF PLAN ON SHEET MEP -101. Q14INSULATEREFRIGERANTLINESFROMAC-1 TO CU -1, RUN AS HIGH AS POSSIBLE. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE J PER MANUFACTURER'S SPECIFICATIONS. REFRIGERANT LINES SHALL BE BRAZED. 15 SUSPEND AC-1 FROM DECK USING 3/B" THREADED ROD. PROVIDE (2) NUTS TO THE UNDERSIDE OF UNIT TO SECURE UNIT. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. - 16 EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT. MOUNT E ON WALL 8' -0" AFT. IN A 2'x4" JUNCTION BOX. COORDINATE EXACT LOCATION , WITH ARCHITECT AND MECHANICAL CONTRACTOR. , 17 ROUTE 1" COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT STOREROOM. REFER TO DRAWING P -101. 18 MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR AC-1 AND CU -1. ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. D REVISIONS PANEL KEY: C` o DUCTWORK W/ LINING DUCTWORK El VOLUME DAMPER TURNINGVANES El z FLEXIBLE CONNECTION JFLEXIBLEDUCTB 13 SUPPLY AIR DIFFUSER li RETURN AIR GRILLE J EXHAUST AIR GRILLE PROTOTYPE Q 107 X 163 t ' O THERMOSTAT v STORE NUMBER ZOTEMPERATURESENSOR DUCT MOUNTED SMOKE DETECTOR WD PROJECT NUMBER A RAIPD0001 DUCT TAP W / VOLUME DAMPER A DIFFUSERTYPE W 375 CFM QUANTITY M 101 15 16 partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS 1:1 El 13 E3 CIO El =j 13 13 El 13 W PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER R,AIPD0001 M201 w Q Ln Uj 0 LLF Lu W Z J J LLI TOM n W 4v co T.- REVISIONS 1:1 El 13 E3 CIO El =j 13 13 El 13 W PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER R,AIPD0001 M201 l CFM RANGE INDOOR UNIT CONDENSER UNIT 8"0 101 - 250 CFM 1010 251 - 400 CFM 12"0 401 - 600 CFM 14"0 ELECTRICAL v TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. MITSUBISHI MODEL #PLAA18AAl#PUZ- A18NHA HEAT PUMP. ELECTRICAL CONTROL 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. R 1 STEEL MANUFACTURED BY CARRIER PART # P142-3830. 4. WIND BAFFLE. 06 TITUS w of 1. ROOFTOP UNITS (RTU); ' M A. UPON A SIGNAL FROM THE EMS, THE RTU SHALL START, HENCEFORTH, BE IN OPERATION 24 HOURS A DAY, 7 DAYS A WEEK. L g 1. OCCUPIED: THE RTU SUPPLY FAN SHALL RUN CONTINUOUSLY. THE OUTDOOR AIR DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION. IN THE HEATING MODE, 117 THE RTU SHALL MAINTAIN OCCUPANCY TEMPERATURE SET POINTS. IN THE COOLING MODE, THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL OPERATE IN SEQUENCE TO MAINTAIN OCCUPANCY SET POINTS. THE UNITS HEATING AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A 5) MINUTE (ADJ.) TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING REMARKS: ACCESSORIES: DUCT SIZE CFM RANGE INDOOR UNIT CONDENSER UNIT 8"0 101 - 250 CFM 1010 251 - 400 CFM 12"0 401 - 600 CFM 14"0 ELECTRICAL V TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. MITSUBISHI MODEL #PLAA18AAl#PUZ- A18NHA HEAT PUMP. ELECTRICAL CONTROL FACE NECK 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. INPUT CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. NC) DROP 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS 3. LOW AMBIENT CONTROL AND WINTER START. 5 2 -WAY THROW AWAY FROM LIGHT. O SUPPLY DIFFUSER STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. R 1 STEEL MANUFACTURED BY CARRIER PART # P142-3830. 4. WIND BAFFLE. 06 TITUS w of c B 2. UNOCCUPIED: THE RTU SUPPLY FAN SHALL RUN INTERMITTENTLY. THE OUTDOOR AIR U 12X12 5. INDOOR GRILLE MODEL # 40KMC9006. STEEL O 30 L L DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION. IN THE HEATING MODE, O w RETURN GRILLE y O Co S2 ci JUj J O Z 04 yy W O D 12X12 w MODE THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL 25 Cn TITUS 50E-C O E 2 p N O Q O p 04 N W W U L DUCTLESS SPLIT HEAT PUMP L14 U O TO COOLING FUNCTION (OR VICE - VERSA). THE UNIT SHALL BE EQUIPPED WITH A HOT 02 SCALE: N.T.S. 2 G SCALE N.T.S. CO of a STEEL O 25 70 ACCUTHERM THERMAFUSER -TF -HC CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. i RTU -1 3. WHEN THE OUTDOOR AIR IS SUITABLE FOR COOLING AS DETERMINED BY THE RETURN 1.0 AC- 1 /CU -1 MANAGER'S 40KMQ018 17,900 16,800 690 208 1 60 38QRFOl8 8 20 208 1 60 13.0 1,2,3 1,2,3,4,5,6 11.0 OFFICE L 70 1,2,3,4,5 RTU -2 4500 1.0 3.3 1048 SHALL MODULATE UNDER MIXED AIR ECONOMIZER CONTROL AS NEEDED TO MAINTAIN 68.0 58.3 57.2 138 103.5 2 25 5) MINUTE (ADJ.) TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING REMARKS: ACCESSORIES: DUCT SIZE CFM RANGE 6 "0 0 -100 CFM 8"0 101 - 250 CFM 1010 251 - 400 CFM 12"0 401 - 600 CFM 14"0 601 -1000 CFM TAG TO COOLING FUNCTION (OR VICE-VERSA). THE UNIT SHALL BE EQUIPPED WITH A HOT VOLUME SIZE 1. UNIT SELECTION BASED ON CARRIER. ACCEPTABLE MANUFACTURER IS 1. ISOLATION RELAY. FINISH MAX. SOUNDKIFCOMPARATIVEENTHALPYLOGICALLOWS, TO MAINTAIN DISCHARGE AIR MODEL No. GAS BY -PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, V TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. MITSUBISHI MODEL #PLAA18AAl#PUZ- A18NHA HEAT PUMP. 2. CRANKCASE HEATER. CONTROL FACE NECK 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. INPUT CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. NC) DROP 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS 3. LOW AMBIENT CONTROL AND WINTER START. 5 2 -WAY THROW AWAY FROM LIGHT. A SUPPLY DIFFUSER STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. 24X24 O STEEL MANUFACTURED BY CARRIER PART # P142-3830. 4. WIND BAFFLE. 06 TITUS TMSA O B 2. UNOCCUPIED: THE RTU SUPPLY FAN SHALL RUN INTERMITTENTLY. THE OUTDOOR AIR DUCT 12X12 1 1 5. INDOOR GRILLE MODEL # 40KMC9006. STEEL O 30 L L DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION. IN THE HEATING MODE, O w RETURN GRILLE 6. WIRED THERMOSTAT M#33MC -URC. J a. RTUCOMMON'TROUBLE "ALARM. LAY -IN STEEL O THE RTU SHALL MAINTAIN UNOCCUPIED TEMPERATURE SET POINTS. IN THE COOLING 04 yy 50F -C O D OBD 12X12 F' MODE THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL w 25 02 TITUS 50E-C etc.s. E SUPPLY GRILLE O tt s,..., ,:. _ .M.,. ..,;a. rr- ,. ;x c.. ., . w.,.... a :_= n...- .= a:r r,w^'u a:za. „z.rs>,- 04 TITUS OPERATE IN SEQUENCE TO MAINTAIN UNOCCUPIED SET POINTS. THE UNITS HEATING AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A 5) MINUTE (ADJ.) TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING SEQUENCE OF OPERATION F L DUCTLESS SPLIT HEAT PUMP SCHEDULE L14 BRANCH DUCT SIZE CHART STEEL O TO COOLING FUNCTION (OR VICE - VERSA). THE UNIT SHALL BE EQUIPPED WITH A HOT 02 SCALE: N.T.S. RPM G SCALE N.T.S. DUCT 24X24 O GAS BY-PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS , STEEL O 25 70 ACCUTHERM THERMAFUSER -TF -HC CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. i RTU -1 3. WHEN THE OUTDOOR AIR IS SUITABLE FOR COOLING AS DETERMINED BY THE RETURN 1.0 3.2 1030 78.3 65.6 58.1 57.0 120 90 AND OUTDOOR AIR ENTHALPY SENSORS, THE RETURN AND OUTDOOR AIR DAMPERS 25 62 98 1801224 1481184 770 CARRIER DH12YORK AAA3 1253 11.0 20813160 L 70 1,2,3,4,5 RTU -2 4500 1.0 3.3 1048 SHALL MODULATE UNDER MIXED AIR ECONOMIZER CONTROL AS NEEDED TO MAINTAIN 68.0 58.3 57.2 138 103.5 2 25 52 TAG THE DESIRED DISCHARGE AIR TEMPERATURE SETPOINT (55 °F(ADJ.)). THE MECHANICAL VOLUME SIZE FRAME STYLE COOLING SHALL BE PERMITTED TO RUN TO RUN IN SEQUENCE WITH THE ECONOMIZER, FINISH MAX. SOUNDKIFCOMPARATIVEENTHALPYLOGICALLOWS, TO MAINTAIN DISCHARGE AIR MODEL No. REMARKS V TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. HZ HP CONTROL FACE NECK 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. INPUT B. SAFETIES: NC) DROP NIA 1. UPON ACTIVATION OF THE RTU DUCT SMOKE DETECTOR(S), THE SUPPLY FAN SHALL 5 2 -WAY THROW AWAY FROM LIGHT. A SUPPLY DIFFUSER STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. 24X24 O STEEL O k" 06 TITUS TMSA O B C. ALARMS: DUCT 12X12 1 1 1. THE FOLLOWING CONDITIONS SHALL GENERATE AN AUDIBLEIVISUAL ALARM AT THE STEEL O 30 CONTROL PANEL AND AT THE FACILITIES MANAGERS OFFICE. TITUS TMSA O C RETURN GRILLE DUCT J a. RTUCOMMON'TROUBLE "ALARM. LAY -IN STEEL O b. LOSS OF AIR FLOW. 04 TITUS 50F -C O D OBD 12X12 F' 4O STEEL D. THE OPPERATION OF EXHAUST FANS EF -1,2 SHALL BE INTERLOCKED WITH THE 25 02 TAG TYPE VOLUME SIZE FRAME STYLE MATERIAL FINISH MAX. SOUND PRESSURE MANUFACTURER MODEL No. REMARKS V PH HZ HP CONTROL FACE NECK 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. INPUT OUTPUT NC) DROP NIA 2. SIZE AS NOTED ON PLAN 5 2 -WAY THROW AWAY FROM LIGHT. A SUPPLY DIFFUSER DUCT 24X24 O STEEL O 30 06 TITUS TMSA O B SUPPLY DIFFUSER DUCT 12X12 1 1 STEEL O 30 03 TITUS TMSA O C RETURN GRILLE DUCT 24X24 200X220 LAY -IN STEEL O 25 04 TITUS 50F -C O D EXHAUST GRILLE OBD 12X12 O 4O STEEL O 25 02 TITUS 50E-C E SUPPLY GRILLE OBD O O SURFACE STEEL O 30 04 TITUS 35OR SEQUENCE OF OPERATION F RETURN GRILLE OBD O O STEEL O 25 02 TITUS 50F -C RPM G SUPPLY DIFFUSER DUCT 24X24 O LAY -IN STEEL O 25 70 ACCUTHERM THERMAFUSER -TF -HC O G OPERATION OF RTU -2. HEATER FAN MOTOR MOUNTING HEIGHT MANUFACTURER AND MODEL NO. LOCATION FLUE SIZE WT. LBS e a REMARKS: V PH HZ HP V 3` 1. REFER TO BRANCH DUCT SIZE CHART 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. INPUT OUTPUT UH -1 i NIA 2. SIZE AS NOTED ON PLAN 5 2 -WAY THROW AWAY FROM LIGHT. N/A NIA NIA 1115 115 WHITE UNLESS OTHERWISE NOTED 60 1550 12' REZNOR UDAP -45 RECEIVING AREA 4" 3, 1,2 MANUFACTURER WEIGHT EER REMARKS DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) DES.# CFM IN. WG. ENT. LVG. MBH MBH H H CFM MODEL NO. MODEL NO. W /CURB VOLTAGE MCA n yv. ....v ...v.. ar i. a:. a :V, i., ..x..y.. .. .r «. t-. c. A+ t>. wr' ae4:.% i-- f.« «,s'+'airS'Eisr'iwu's'v .XxmTemu:ih° Yk x.Y..://asml kZ'"viA.Smx %.S:.a. iev£`Ar+r< ^'F.t a RiSat?w.wz%.s,max aS iar«K4 >M3K +,.% -i w MavSa' L"t1MY'1VYw:ai..m$i•mae.Y:.. $E"GVS V:whS°.TGry«3.......auvtS v. a... 3. w..,w4:a.ae. »:".,..- w.2- i...,.siw,. re Yk -wvsv ma«b a. 5. "' S.° .. .:_. , v., .... .. : ., ... ..M,. ,... v »...- .. .. « ...,a ., a : 3n., s. F. am..,.. uv.. t.: b.., v=..£ 1, Sr .,x s.®p.eF.<....das "24. «, "«.m. }%,v.*- 3. 't , ss'tR#'- 'u+FLr:n,.k.o-.. ',.;i°s43:z3at WS.`3aa rY xS.a+:?cm Jt' `.- u.sA., '> ai. :.s,taub.:.dt.4aa= u a,,._,akm` i.Wn`.xS"iiva#"s: • SEQUENCE OF OPERATION AIR DEVICE SCHEDULE H 1 SCALE: N.T.S. H8 SCALE: N.T.S. EXTERNAL HP RPM DB WB DB WB ENT. LVG. i RTU -1 4350 1.0 3.2 G CFM HEATER FAN MOTOR MOUNTING HEIGHT MANUFACTURER AND MODEL NO. LOCATION FLUE SIZE WT. LBS REMARKSKW F V PH HZ HP V PH HZ RPMINPUTTAGCFM HEATER FAN MOTOR MOUNTING HEIGHT MANUFACTURER AND MODEL NO. LOCATION FLUE SIZE WT. LBS REMARKSKW GAS (MBH) V PH HZ HP V PH HZ RPMINPUTOUTPUT UH -1 630 NIA 45 37.3 N/A NIA NIA 1115 115 1 60 1550 12' REZNOR UDAP -45 RECEIVING AREA 4" 60 1,2 E.) REMARKS: 1. SUSPEND FROM STRUCTURE USING" THREADED RODS AND VIBRATION ISOLATORS. 2. PROVIDE UNIT WITH VENT KIT. F F m ffii' °d ".r -: - .LVWt `.i.`W"" WW'ei"w"5u'"u tdS. e6:. :`'. r «- bNY ?tsKn"`'asY°ie44".t`+n'.iv ,.5+`¢' 'ss. ++.a"su".vi.i`- Y{er:`mn ': .`"4S.w•2.k'z'F' F8UNIT HEATER SCHEDULE SCALE: N.T.S. u TAG r- S.P. IN WG. ELECTRICAL DATA CONTROL SERVICE MANUFACTURER AND MODEL NO. REMARKSHP/ WATTS RPM V PH HZ EFA 300 125 144 W z, 120 1E EMS RESTROOMS GREENHECK CSP -A390 1,2,3 EF -2 300 144 WP' 120r 60 EMS LOUNGE GREENHECK CSP -A390 TAG CFM S.P. IN WG. ELECTRICAL DATA CONTROL SERVICE MANUFACTURER AND MODEL NO. REMARKSHP/ WATTS RPM V PH HZ EFA 300 125 144 W 1350 120 1 60 EMS RESTROOMS GREENHECK CSP -A390 1,2,3 EF -2 300 125 144 W 1350 120 1 60 EMS LOUNGE GREENHECK CSP -A390 1,2,3 6 a REMARKS: 1. PROVIDE WITH UNIT MOUNTED SPEED CONTROLLER. 2. PROVIDE WITH DISCONNECT SWITCH. 3. SUSPEND FROM STRUCTURE USING 318" THREADED RODS AND VIBRATION ISOLATORS. D D a _. .. _v..... .- ......_ .... . >. ._... s _. __.x. . - - ., . ,... a as. .. -.rc .. ,...G .- .r 4..m .. w .. ..,_. . - .- ...- ,..d -^' {' °C.. *'" "M.n_3`aiE"»S/E'rq` ° SC". v§Y:.. xw.^ ".», > "''ix'„5+ ,.,:. e.c _.-a ...: *: ,-. ,. ':':.. «•;.•x, ,. . _ « .,w »:: s_.'"'..?= 1' z;*. b5' 3= s^,.s"s,.,.«:c7.",Ya.'Xaiis Y'43W ev" E.' z;. S!. ,.Sita«..fis.":.s...fi...am 3 , xi» i. « Ca.,..£ l at' 2'. urw i4Yiate.' ' a"%«_ ... ': + "..4'.nxs,.a+2r2«.i+ss'xs:'` .S'_m''"'.Y 4S3iz,a. -,.. 'a ..'G _..a'..4.n':ro " >.. - s.-z .=a D8EXHAUST FAN SCHEDULE SCALE: N.T.S. Kam.•• - •..' ` m.? k"''} 3$e'„"'Y'i:(ifi?$.+Sw:`.'w$- :*mFR iLCS SwJa'Jv Y '••.. oM1h °mss` •. .. -, ..•. .• • s..'" 'w'- v. sn'Sa. +,+1 :uiEV4?,S.YYre%mv.+.r.,..Ss" spa+- s:.3v.a..`3`16.I.Uidx m.. i..F«S.'- °ta^?«W" = wJ:'u`'.k. '=«: ..s...Kn.wYa."bw:•'1'sSmmv`viXa «.KK`'+w"sH "9("ilt#.''t s"+W:FTr'Fw. KF{ n C C SUPPLY FAN EVAPORATOR CON. SECT NATURAL GAS HEATING f OUTSIDE r; UNIT ELECTRICAL' STATIC s MOTOR DATA AIR INPUT s z B B REMARKS: 1. UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FACTORY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS, AND BAROMETRIC RELIEF. ss 2. BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. s 3. CONTRACTOR SHALL FURNISH AND INSTALL UNIT WITH 14" HIGH FACTORY ROOF CURB WITH BURGLAR BARS. LEVEL UNITS AS REQUIRED TO ADJUST FOR ROOF SLOPE. 4. CONTRACTOR TO PROVIDE CONNECTIONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. 5. CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING. FOR FURTHER QUESTIONS, CONTACT THE NATIONAL ACCOUNTS PERSON. A A A8PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 1413 _ 15 e: :;., ..... .rt ..,:., Ja., :a.phv..v }. MR341 pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 1W a W I- W C ui N 0 W V w OW V O W i Z V/ a J W r W a J REVISIONS 11 V o W 0 Q El W D 'T V E PROTOTYPE a 107 X 163 t ' STORE NUMBER Z WD PROJECT NUMBER a RAIPD0001 V W M301 SUPPLY FAN EVAPORATOR CON. SECT NATURAL GAS HEATING OUTSIDE UNIT ELECTRICAL' STATIC AIR TEMP. F° MOTOR DATA AIR INPUT OUTPUT PRESSURE MOTOR TOTAL SENS. TEMP. MBH MBH AIR MANUFACTURER MANUFACTURER WEIGHT EER REMARKS DES.# CFM IN. WG. ENT. LVG. MBH MBH F° CFM MODEL NO. MODEL NO. W /CURB VOLTAGE MCA MOCPN0. HP LBS EXTERNAL HP RPM DB WB DB WB ENT. LVG. RTU -1 4350 1.0 3.2 1030 78.3 65.6 58.1 57.0 120 90 2 25 62 98 1801224 1481184 770 CARRIER DH12YORK AAA3 1253 11.0 20813160 59 70 1,2,3,4,5 RTU -2 4500 1.0 3.3 1048 80.9 68.0 58.3 57.2 138 103.5 2 25 52 94 200/150 160/200 1425 CARRIER 48HJE014 YORK DH150N20P2AAA3 1268 9.6 20813/60 66 70 1,2,3,4,5 RTU -3 5750 1.0 4.0 1130 80.8 68.0 57.5 56.4 180 135 3 50 51 92 270/360 2211295 1500 IE 413017 DH18YORK ABA2 2090 11.0 20813160 86 110 1,2,3,4,5 RTUA 3205 1.0 2.5 878 88.7 71.4 58.5 57.0 90 67.5 2 25 45 100 120/180 991148 750 48 HJE R DH09YORK AAA3 1088 11.0 208/3/60 44 50 1,2,3,4,5 z B B REMARKS: 1. UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FACTORY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS, AND BAROMETRIC RELIEF. ss 2. BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. s 3. CONTRACTOR SHALL FURNISH AND INSTALL UNIT WITH 14" HIGH FACTORY ROOF CURB WITH BURGLAR BARS. LEVEL UNITS AS REQUIRED TO ADJUST FOR ROOF SLOPE. 4. CONTRACTOR TO PROVIDE CONNECTIONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. 5. CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING. FOR FURTHER QUESTIONS, CONTACT THE NATIONAL ACCOUNTS PERSON. A A A8PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 1413 _ 15 e: :;., ..... .rt ..,:., Ja., :a.phv..v }. MR341 pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 1W a W I- W C ui N 0 W V w OW V O W i Z V/ a J W r W a J REVISIONS 11 V o W 0 Q El W D 'T V E PROTOTYPE a 107 X 163 t ' STORE NUMBER Z WD PROJECT NUMBER a RAIPD0001 V W M301 Y a 2 #8,1 M8 GIRD IN PC. TO REFER TO DWG. E -101 R CONTINUATION. 7 Al ELECTRICAL SITE PLAN SCALE: 1" . 20' -0" 1 2 5 1 6 1 7 1 8 1 9 1 10 1 11 AfT / W SA / / 44 a: 2 HM,1 #8 GRD IN IT. TO A130 REFER TO DWG. E -101 FOR CONTINUATION. 2118,1 ar8 GILD IN 1'C. TO Al -27,29 p REFER TO DWG. E -101 FOR CONTINUATION. AA a. p EUSERC ENCLOSURE COORDINATE 2 010,1 t/0 GRD IN 1'C. TO ; EXACT LOCATION AND DIMENSIONS WITH , AI -31,33 REFER TO DWG. E-101 UTILITY COMPANY, DEVELOPER AND FOR CONTINUATION. OWNER'S NATIONAL ACCOUNT MANAGER REFER TO DW3% E- 302BID- 1SINGLELINE , DIAGRAM FOR DETAILS. 4 t 9i a, r aQR dr • • o TYPICAL SEE s/ F 0* FIXTUREP E -303. sG?A >'y oq Q Cg9 B0sQSTF9i Q 9 5 EF0A1,2REFERTO D. Q E- 10001 FN TION. N6, ; 4 EUSERC ENCLOSURE. OOORDINATE EXACT LOCATION AND DMI39M S WITH UTILITY COMPANY, DEVELOPER AND OWNER'S NATIONAL ACCOUNT ; J MANAGER. REFER TO DING. E41MID -1 SINGLELNE DIAGRAM QO5 FOR DETAILS. TYPICAL WALL PACK LIGHT 4%p, FIXTURE SEE LIGHT FIXTURE SCHEDULE SHEET E3M. t 4% P 4t# 4J& ; 41P I 4b , 8 EPA 15 1 16 ENERAL NOTES: AD WST nNAL POLE AND U MNNMRE LOCATIONS AS NECESSARY TO ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. MN. 5 FT. PER SQ. FT.) ALL FIRE WALL AND SLAB PENETRATIONS SHALL BE SEALED WTTH MMETHODSANDMATERIALSAPPROVEDBYU.L FOR THE PARTICULAR SYSTEM. COORDINATE ALL LIGHTING EQUIPMENT WITH FIELD CONDITIONS. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENTS TO SATISFY THE DESIGN LATENT. ALL SITE LIGHTING FIXTURES SHALL BE 208V. PROVIDE AND INSTALL ALL LAMPS IN ALL LK*MNG FIXTURES. ALL SITE LIGHTING FIXTURES SHALL BEAR UL WET LOCATION LABEL AND ALL HARDWARE SHALL BE OORROSION FZSISTANT. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE REQUIREMENTS. SEE CIVIL PLANS FOR INFORMATION XNV SITE LIGHTING AND PYLON SIGN FOUNDATIONS. L USE N10 WIRING AT EACH POLE LOCATION WITH FUSED CONNECTORS. USE IE GROUND WIRE THROUGHOUT UNDERGROUND DUCT SYSTEM. PROVIDE NEMA 3R 30AMP, SINGLE POLE NON -FUSED DISCONNECT SWITCH WITH PAD LOCK AT BASE OF PYLON SIGNS FOR EMERGENCY CUT OFF. UTLR Y COWAMS SOUTHM CALIPOWA EDISON vER1ZON 26100 M04M LOAD 50 S. JUANITA STREET ROMOLAND, CA, WSW NHEI IW, CA W543 F44ONDA CoUTIERREZ MINCE JON#HSON 95I.W&A234 909.9239464 TYPE W WALL FIXTURE SCALE: N.T.S. NOTES: 1. ANCHOR BOLTS FURNISHED YWTH POLE. BOLT PATTERN, SIM AND LENGTH AS SPECIFIED BY MAN IFACRIRER. Al2 TYPE P LIGHT POLE SCALE: N.T.S. tOUND LUG FOR BASE DETAILS D BASE DETAIL 14 15 File \W K J T rclI F C:11 fflR)4pa ers 2852 Kelvin Avenue Irvine, CA 92814 949.753.7676 T 949.753.7678 F wdporbws=n AdaI11a Boston ChIcW Cohanbus DAm Los Angeles Muni Set OMMIo REVISIONS C Z PROTOTYPE J 107 X 163 Q STORE NUMBER WD PROJECT MOWER '..w A RAIPOOOOI V W E100 W 1 16 mmUk SWYafurdYs1oO0501 ca take ebAwRpaao " emVwPd000tm etilUM Sewe:511lr 575 :15PN (OPI&)Pkabe:5H5120U71 :24PM (*plot) W o N 0 WV O w W W y O Lu Z_ J W WrA W r REVISIONS C Z PROTOTYPE J 107 X 163 Q STORE NUMBER WD PROJECT MOWER '..w A RAIPOOOOI V W E100 W 1 16 mmUk SWYafurdYs1oO0501 ca take ebAwRpaao " emVwPd000tm etilUM Sewe:511lr 575 :15PN (OPI&)Pkabe:5H5120U71 :24PM (*plot) k ol LIGHTING PLN MEZZANINES p B onor$ E L Q0w W C Rt 0 do I E;44 11 i A r- 1 + f S. I Gi 1 M nwn aaa O Al POWER PLAN SCALE: 1/8' =1'-0' N I 4.z 4.4 — I 3.3 — 2.$ — I zs — I- I I 2.2 2.0 — 1.0 — I I &\ / fRf E201 -DIO I A3 POWER PLAN SCALE: 11W =1' -0a 3 4 M K J H G F T D I I I I I _ I W I y 3.0 2.0 ENERAL NOTES: UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE MOUNTED AT 20' AFF. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHTS LISTED ARE TO THE CENTER OF THE WALL BOX OR DEVICE. M OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. fflR partners 2852 Kelvin Avenue kvine, CA 92814 949.753.7676 T 949.753.7878 F AM Allante Boston CND Cohrnbus Dallas Los Angeles Miami Saaameft KEYED NOTES: o OPLUG MOLD PROVIDED BY RITE-AID, INSTALLED ON TOP OF N GONDOLA BY CONTRACTOR. PLUG POWER CORD INTO RECEPTACLE MOUNTED AT BOTTOM OF GONDOLA REFER TO V RITE AID FIXTUREIDEOORE PLANS. Q OPROVIDE 1) 3/4'C. IN SLAB FROM WALL TO STU&UP INTO L CO) O FIXTURE. VERIFY LOCATION OF STUB-UP WITH w Z I.f. ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING J UNDER SLAB CONDUIT. STUB UP THROUGH WALL TO ABOVE W ACCESSIBLE CEILING SPACE. OWEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF T GONDOLA. JUNCTION BOX MOUNTED ABOVE CEILING. SEE DETAIL E9, SHEET E301. OPROVIDE 2) 3/4'C ONE FOR POWER, ONE FOR LOW VOLTAGE IN SLAB FROM WALL TO STUB -UP INTO FIXTURE. VERIFY LOCATION OF STUB -UP WITH ARCHIECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE. OPROVIDE 2) 314' C. UNDERSLAB. STUB -UP INTO M40TOSHOP FIXTURES. K OPROVIDE 2) 1 1@' C. UNDERSLAB. STUB -UP INTO P.O.S. FIXTURES. OJUNCTION BOX FOR SECURITY KEY PAD MOUNT 48' A.F.F. AND 12' FROM THE DOOR FRAME. OJUNCTION BOXES LOCATED ABOVE SLIDING DOOR FRAME FOR POWER CONNECTION. COORDINATE WITH SLIDING DOOR MANUFACTURER 9 ELECTRICAL SECONDARIES BADE FROM E ADD NAL 10 MICROSWITCH ACTIVATED AIR CURTAIN. VERIFY LOCATION WITH OWNER REPRESENTATIVE. FIELD COORDINATE EXACT LOCATION. J 11 AIR CURTAIN SHALL BE MARS MODEL NUMBER 72HV -2 OR EQUAL. PROVIDE (2) 314 -C. IN SLAB FROM WALL TO' BO PRIOR TO INSTALLING UNDER SLAB CONDUIT. GH WALL TO ABOVE ACCESSIBLE CEILING TURE MEDIA CENTER PROVIDE FLOOR BOX7DWG. 13 DOORBELL H BUTTON AND BELL UNIT REFER TO DETAIL 01. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 14 3 14' CONDUIT STUBBED UP AT PEDESTAL LOCATIONS FOR SECURITY. FLUSH WITH FINISHED FLOOR - T OFF THE CENTERLINE OF DOORS EACH WAY. STUB UP IS TO BE 28' FROM THE DOOR FRAME OF THE AUTOMATIC ENTRANCE DOORS. H 15 NOT USED. 18 4X4 J-BOX - LOCATE AT PHARMACY SECURITY GATE MOTOR - VERIFY EXACT LOCATION WITH SECURITY GATE VENDOR 17 SWITCH FOR PHARMACY SECURITY GATE MOTOR - VERIFY EXACT LOCATION IN FIELD. 18 NOT USED. 19 PROVIDE DUPLEX RECEPTACLE FOR FREEZER UNIT IN ADJACENCET CABINET. CONDUITS IN WALL UP TO MEZZANINE ELECTRICTELEPHONE ROOM, REFER TO DWG. E100 AND E201 FOR ADDITIONAL G INFORMATION. COORDINATE WITH WALL CONSTRUCTION. REFER TO ARCHITECTURAL DOCUMENTS. Q6 14 TO ROOFTOP CONDENSER CONTROL PANEL FOR FREEZERS. 4 #14 TO ROOF TOP CONDENSOR CONTROL PANEL FOR COOLERS. PROVIDE 3#12 - 3/4'C FOR 208V SINGLE PHASE DEFROST POWER FROM ROOF TOP CONDENSER PROVIDE TWO JUNCTION BOXES ABOVE CEILING ONE FOR POWER ONE FOR TELEIDATA FOR FUTURE RAPID SCRIPT MACHINE AND RECEIPTS. QTWO COMPARTMENT FLOOR BOX ONE FOR POWER ONE FOR TELE/DATA SECURITY CHECKPOINT CONTROL MODULE, MOUNT F RECEPTACLE AND MODULE 12' ABOVE FINISHED CEILING. POWER JB MOUNTED 14' A.F.F. FOR 120V DOOR PANIC BAR AND ALARM. RUN 112' CONDUIT TO THE 2X4 JS MOUNTED 48' A.F.F. ON THE HINGED SIDE OF DOOR #114A. THIS' IS FOR KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND ALARM. POWER IS RUN TO THE ALARM MOUNTED IV AF.F. ON THE SALES AREA SIDE OF THE RECEIVING ROOM WAIL. POWER JB MOUNTED 15' A.F.F. FOR 12UV DOOR PANIC BAR AND ALARM. RUN 1/2' CONDUIT TO THE 2X4 JB MOUNTED 48' A.F.F. ON THE HINGED SIDE OF DOOR #114A. THIS IS FOR THE KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND ALARM. POWER IS RUN TO THE ALARM MOUNTED IS A.F.F. DIRECTLY ABOVE DOOR #101. E fflR partners 2852 Kelvin Avenue kvine, CA 92814 949.753.7676 T 949.753.7878 F AM Allante Boston CND Cohrnbus Dallas Los Angeles Miami Saaameft I DUPLEX RECEPTACLE - MOUNT AT 20'A.F.F. S-B' 174' T-9" I 13' -11" T -11" r-T UNLESS OTHERWISE NOTED 2- P A II( III I I ( II( III I I I I II I I( I I ( I I1 I1I I 1 ( i II II i I I I II I 1 I I I ( II1 III1 I I I III III I I I II I II I I I I I I I II I ! I ( I I( II I I I I I II I I 1I I 1 II I I ( I I I I II I II I I ( INTERRUPTER I II I( i I I I DUPLEX RECEPTACLE - WEATHER PROOF DUPLEX RECEPTACLE -GROUND FAULTF9 f f f f f 2o DUPLEX UT N P OF w I 3 ° ONND FAULT INTERRUPTER 30/30/2 QUAD RECEPTACLE - ISOLATED GROUNDUP - 15 BI -21.2 DUPLEX RECEPTACLE - ISOLATED GROUND D GAS FIRED QUAD RECEPTACLE - MOUNT AT 20' UNLESS OTHERWISE I WATER I 82 -41 IN-LINE ( CP-1 TOR I I I I I I I I I I I I I I I ( I I ( II I I( I I I I I I I I I I I I I I I I( ( f l I I I I FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLED III III I I I I I I I I III III j w ® UNDERNEATH GONDOLA IIIIIIIIIIII [_1 I I I MOTOR !!! 81-39 111 III III III I!I III III Ifl III III III III III UH -1 III III ,III III ! I I III I ,I I , SPECIAL RECEPTACLE REVISIONS L9 E fL l CEILING MOUNTED RECEPTACLE -MATCH RECEPT. uuu..iii ttt 111 LLLL ___...___III 8 COVER COLOR TO CEILING C HD1 05 -18-07 AFF f ' O JUNCTION BOX I A2— A2— 3 ® METER A141 I 82 -4 I B2 -4 I 61 -1 B1- I 81 -7 I O TRANSFORMER 11 10 3 — -\ ' i r- r 7 — CP DISCONNECT FE 7i7l- m 41 RV FUSED DISCONNECT i c 1 0 0 0 0 0 1.0 ® HAND DRYER 13 Ai 1 1 13 i I O CONTACTOR SENSOR FOR AUTOMATIC VESTIBULE DOORS B 9W—uq ( - ® MOTION SENSOR KEYPAD Z 0 0 ® PHOTO - ELECTRIC CELL PROTOTYPE O CUSTOMER CALL BUTTON 107 X 163 Q DOOR BELL PUSH BUTTON STORE NUMBER a DOOR BELL N K J H G F D B A WD HOMERUN TO PANELBOARD A PJUPD0001 W UNDERGROUND CONDUIT ABOVE GROUND CONDUIT THERMOSTAT El 0 2 O a W REFRIGERANT SOLENOID VALVE 13 14 15 16 Ffle: gwdpazb, xa .cam gkbW§WYa1VtlYelPdaat_Nlce dtNaeisd aigdaipdU Olm otU2.dnG Saved: 5l&X0?Z- %PM(aPld)Fl~ 511S7W7A01PM.(dw) W o N W V w Q i w Lu CO) O H, w Z I.f. J W T I DUPLEX RECEPTACLE - MOUNT AT 20'A.F.F. S-B' 174' T-9" I 13' -11" T -11" r-T UNLESS OTHERWISE NOTED 2- P A II( III I I ( II( III I I I I II I I( I I ( I I1 I1I I 1 ( i II II i I I I II I 1 I I I ( II1 III1 I I I III III I I I II I II I I I I I I I II I ! I ( I I( II I I I I I II I I 1I I 1 II I I ( I I I I II I II I I ( INTERRUPTER I II I( i I I I DUPLEX RECEPTACLE - WEATHER PROOF DUPLEX RECEPTACLE -GROUND FAULTF9 f f f f f 2o DUPLEX UT N P OF w I 3 ° ONND FAULT INTERRUPTER 30/30/2 QUAD RECEPTACLE - ISOLATED GROUNDUP - 15 BI -21.2 DUPLEX RECEPTACLE - ISOLATED GROUND D GAS FIRED QUAD RECEPTACLE - MOUNT AT 20' UNLESS OTHERWISE I WATER I 82 -41 IN-LINE ( CP-1 TOR I I I I I I I I I I I I I I I ( I I ( II I I( I I I I I I I I I I I I I I I I( ( f l I I I I FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLED III III I I I I I I I I III III j w ® UNDERNEATH GONDOLA IIIIIIIIIIII [_1 I I I MOTOR !!! 81-39 111 III III III I!I III III Ifl III III III III III UH -1 III III ,III III ! I I III I ,I I , SPECIAL RECEPTACLE REVISIONS L9 E fL l CEILING MOUNTED RECEPTACLE -MATCH RECEPT. uuu..iii ttt 111 LLLL ___...___III 8 COVER COLOR TO CEILING C HD1 05 -18-07 AFF f ' O JUNCTION BOX I A2— A2— 3 ® METER A141 I 82 -4 I B2 -4 I 61 -1 B1- I 81 -7 I O TRANSFORMER 11 10 3 — -\ ' i r- r 7 — CP DISCONNECT FE 7i7l- m 41 RV FUSED DISCONNECT i c 1 0 0 0 0 0 1.0 ® HAND DRYER 13 Ai 1 1 13 i I O CONTACTOR SENSOR FOR AUTOMATIC VESTIBULE DOORS B 9W—uq ( - ® MOTION SENSOR KEYPAD Z 0 0 ® PHOTO - ELECTRIC CELL PROTOTYPE O CUSTOMER CALL BUTTON 107 X 163 Q DOOR BELL PUSH BUTTON STORE NUMBER a DOOR BELL N K J H G F D B A WD HOMERUN TO PANELBOARD A PJUPD0001 W UNDERGROUND CONDUIT ABOVE GROUND CONDUIT THERMOSTAT El 0 2 O a W REFRIGERANT SOLENOID VALVE 13 14 15 16 Ffle: gwdpazb, xa .cam gkbW§WYa1VtlYelPdaat_Nlce dtNaeisd aigdaipdU Olm otU2.dnG Saved: 5l&X0?Z- %PM(aPld)Fl~ 511S7W7A01PM.(dw) L L J i F E 0 3 r- t r 3`' -- 3.0 — 2.;. °3 . L- 4 5 E 0 10 i I 13 3.2 )i B.1 ii 3 r 14 15 1 16 GENERAL NOTES: A. FIRE ALARM SYSTEM SHALL BE PROVIDED BY RITE AID. THE CONTRACTOR SHALL PROVIDE RACEWAYS, BACK BOXES AND PULL LINES. B. SECURITY, MUSIC, AND TELEPHONE SYSTEMS SHALL BE PROVIDED BY RITE AID. THE CONTRACTOR SHALL PROVIDE ALL JB'S, RECEPTACLES, CONDUIT AND PULL LINES. C. ALL TELEPHONE, DATA, COAX AND OTHER LOW VOLTAGE WIRING SHALL BE SUPPORTED WITH HANGERS ATTACHED TO ROOF STRUCTURE. 00TH' O OJECI r4.2 1 n r—, 3.4 3.0 2.0 EYED NOTES: CONDUIT AND STUB UP FOR THE SECURITY PEDESTALS. SEE SHEET NOTE #14 ON E -102 FOR MORE INFORMATION. 3/4" CONDUIT FROM STUB UP FOR THE SECURITY PEDESTALS. RUN TO J -BOX LOCATED 12" ABOVE THE FINISHED CEILING AS SHOWN. SEE SHEET NOTE #25 ON E -102 FOR THE POWER REQUIREMENTS. SINGLE GANG J.B. 24 "AFF W/ 3 /4 "C. JUNCTION BOX (SIZE AS REQUIRED) MOUNTED 60" AFF WITH AN 11/2' EMT TO 1' -0' ABOVE FINISHED CEILING FOR V -SAT (VIDEO) CABLE. SINGLE GANG J.B. 10' AFF. SECURITY DUPLEX RECEPTACLE FOR CHECKPOINT SYSTEM WITH JUNCTION BOX 12" ABOVE FINISHED CEILING. SECURITY J -BOX WITH DUPLEX OUTLET 12" ABOVE FINISHED CEILING OR STRUCTURE. FAX MACHINE OUTLET LOCATED BELOW COUNTER. 3) SINGLE GANG J -BOXES AT 54" AFF - (1) FOR LIGHTING, ()FOR HVAC SETPOINT, AND (1) FOR VOLUME CONTROL WITH (3) 3/4" CIRCUITS. SEE ELEVATION GS, SHEET E201 FOR DETAILS. SINGLE GANG J.B. 54" AFF W/ 314 "C SINGLE GANG J.B. 40" AFF W/ 3 /4 "C. TWO SINGLE GANG J.B. W/3/4' (1) AT 18-AFF, AND (1) AT 48" AFF SINGLE GANG J.B. @ 24" AFF O.C. W/ 1 -1 1/2 "C. SINGLE GANG J.B. 86" AFF W/ 3/4 "C. DOUBLE GANG J.B. @ 24" AFF O.C. W/ 2 -1 112 "C DOUBLE GANG J.B. @ 24" AFF O.C. W/ 2 -1 112 "C. 30" BACK FROM EDGE OF WALL. NOT USED. SECURITY J-BOX WITH SOLID COVER T -6" AFF. LOCATED IN THE CENTER OF THE ANGLED WALL BEHIND THE PICK UP COUNTER. INSTALL BLOCKING IN THE WALL FOR THE SECURITY MONITOR. CONDUIT TO BE RUN TO 6" ABOVE THE FINISHED CEILING. SECURITY J-BOX WITH QUAD OUTLET 12" ABOVE FINISHED CEILING. SECURITY J-BOX WITH DUPLEX OUTLET MOUNTED ON WALL 12" ABOVE FINISHED CEILING. RECEPTACLE SHALL BE MOUNTED 8' -0" AFF AND CENTERED ON THE ANGLED WALL. SINGLE GANG J.B. AT 24" A.F.F. WI 1"C m partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L `s Chicago Columbus Dallas Los Angeles Miami Sacramento J H E D REVISIONS7 z I;, ii lsl< { LEGEND o a 3 I/ _ I i i { { i F I ! F I. -- ! ! i i F r ' - QUAD RECEPTACLE - ISOLATED GROUND i V. I .....^.^. _ - i ElJF1 -- 5 45 I ,`' : : C- --- .: _ ...' __._. -.___. - _ -1--- - ki~`°•-- ._._- _. -3..! - JUNCTION BOXdO ;. i 1 _ b. z DATA RECEPTACLE D Vw i i TELEPHONE RECEPTACLE KEY PAD B E I I SECURITY CEILING PANEL. PROVIDED BY RITE AID E SECURITY VENDOR INSTALLED BY CONTRACTOR. SOUND SYSTEM. PROTOTYPEi HORN STROBE COMBINATION 107 X 163 L) j { F FIRE ALARM PULL STATION STORE NUMBER W CIO J //` t' F i (n ( , DUCT MOUNTED SMOKE DETECTOR J ,r WD PROJECT NUMBER FFACP1 FIRE ALARM CONTROL PANEL A' RAIPD0001 WFA—NN-.l ANNUNCIATION PANEL SMOKE DETECTOR 03 W AlELECTRICAL PLAN y A ELECTRICAL SECURITY, COMMUNICATION PLAN SCALE: 1/8" = 1' -0" SCALE: 1/8"= 1' -0" { 1 2 3 4 5 6 7 8 9 10 11 72 13 14 15 16 atoe rnr...., .r t3+.., .n -'n e u -...xs gar. ". 2. •4 -, ..e .n - -i- e','; ._ Uj Q Q G Oi Ill V Q N a w LuW° z Q F J j W TOM U/ a E D REVISIONS7 z I;, ii lsl< { LEGEND o a 3 I/ _ I i i { { i F I ! F I. -- ! ! i i F r ' - QUAD RECEPTACLE - ISOLATED GROUND i V. I .....^.^. _ - i ElJF1 -- 5 45 I ,`' : : C- --- .: _ ...' __._. -.___. - _ -1--- - ki~`°•-- ._._- _. -3..! - JUNCTION BOXdO ;. i 1 _ b. z DATA RECEPTACLE D Vw i i TELEPHONE RECEPTACLE KEY PAD B E I I SECURITY CEILING PANEL. PROVIDED BY RITE AID E SECURITY VENDOR INSTALLED BY CONTRACTOR. SOUND SYSTEM. PROTOTYPEi HORN STROBE COMBINATION 107 X 163 L) j { F FIRE ALARM PULL STATION STORE NUMBER W CIO J //` t' F i (n ( , DUCT MOUNTED SMOKE DETECTOR J ,r WD PROJECT NUMBER FFACP1 FIRE ALARM CONTROL PANEL A' RAIPD0001 WFA—NN-.l ANNUNCIATION PANEL SMOKE DETECTOR 03 W AlELECTRICAL PLAN y A ELECTRICAL SECURITY, COMMUNICATION PLAN SCALE: 1/8" = 1' -0" SCALE: 1/8"= 1' -0" { 1 2 3 4 5 6 7 8 9 10 11 72 13 14 15 16 atoe rnr...., .r t3+.., .n -'n e u -...xs gar. ". 2. •4 -, ..e .n - -i- e','; ._ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ra 6 GENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE MOUNTED AT 20" AFF. B. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHTS LISTED ARE TO M THE CENTER OF THE WALL BOX OR DEVICE. M NOTE: C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIOR ARE FIXTURES ARE MOUNTED ON TOP OF GONDOLAS AND FED FROM RECESSED UNLESS OTHERWISE NOTED. UNDER FLOOR CONDUIT. CIRCUIT AS LABELED. FLOOR BOXRECEPTACLE FOR SEASONAL LIGHTING./ '\ f \ a ' o '` KEYED NOTES: 0 A a' (3) SINGLE GANG J -BOXES AT 54" AFF - (1) FOR CU -1 /AGi T -STAT, (1) FOR A {0 Al 38 ' O REFRIGERATION ALARM AND 100% LIGHTING CONTROL AND (1) FOR lr H r' / / H \ I VOLUME CONTROL WITH (3) 3/4" CONDUITS. SEE ELEVATION G-5, SHEET A140 H j' / A138 . ( E201 FOR DETAILS. H A/138 O DOUBLE GANG J -BOXES WITH 1 12" CONDUIT EACH. 1 BOX FORjir - - fL / '/ r // 2 DATAISASI, AND 1 BOX FOR CATS. SEE DETAIL D5 ON E201. L A140 Al-38 All - H ODOUBLE GANG J -BOX WITH 1 1/2" CONDUIT. BOX FOR TV MONITOR3 A }"38 HAl-40 H , '4b38 H , f , OUTLET. SEE DETAIL D5 ON E201. 1, t "f' ® SINGLE GANG J -BOX AT 54 "AFF FOR SECURITY WITH 3/4 "CONDUIT. SEEf /f f A} / At ELEVATION G5, SHEET E201 FOR DETAILS. x DO NOT INSTALL LENS ON THETYPE7 FIXTURE ;. F' { ( O SINGLE GANG J -BOX AT 10' AFF FOR HORN AND STROBE. t f f/ PROVIDE (2) DUPLEX RECEPTACLE IN DRIVE -THRU CANOPY FOR t __ __ -- - -- - "— - _, - © BLOWERS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND BLOWER VENDOR DRAWINGS. NOT USED. K ® SEE DETAIL A9 ON DRAWING E301 FOR CONTROL WIRING DIAGRAM FOR K ' 3e DRIVE THRU. s` 9 DOUBLE GANG J -BOXES WITH 1 1/2" CONDUIT EACH. 2 BOXES FOR V-SAT. m,,.K,.K.,.;;u•,....,,,, .,.c. ,,.s.: -v-... e .. .. .,r::,.. a x... vim-,,. a,.,, ".>... -. , n,,,,::.s,..a,»u,.€".m„, =,t,..,,.,.;.,,,..,:,s, ,.,...c„'... -. >., < .,:,. _ ter. , ....;,, ,. ,,, - :,,:.. _ s - ...:",: . -u-.; •s.. : ;:ss=,:<. .:. .;»:%„..;.s.; ..:...,. a .r...,=raaa,a;. ' •:"^,.t.4';' SEE DETAIL D5 ON E201 LIGHTING PLAN - GONDOLASO 4X4J -BOX AT 24 AFF ON CENTER WITH () 1/2 CONDUITS. SCALE: 1/8" 1' -0" 4 r 4 OPEN s RESERVED SPACE FOR it ALL SERVICE ENTRANCE CONFIGURATIONS 3II` 0" ELECTRICAL SECONDARY PANEL MDP. ON BUILDING EXTERIOR PANEL B1 PANEL C J -BOX FOR PANIC €• FROM R. PANEL 82 BUTTON ra IGC -11 PANEL A2 IGC -11 BACKBOARD 6XBX24 WIRE WAY MOUNTED Ah 54 AF T o FI RESISFITANT P YWOOD + 78 IGC -13 SECURITY PANEL Al n ABOVE CEILING FOR LIGHTING H BACK BOARD. IGC -13 WIRING DISTRIBUTION. PROVIDE L. 78 IG C -13 BACKBOARD ` 2 2' CLOSE NIPPLES THRU H IG C -15 CU -11A G1 TSTAT F15 TELEPHONE ! , WALL BETWEEN RACEWAY AND IGC -15 i PANEL BACK BOX FOR HARING. REFRIGERATION (- OF 2)• ALARM AND 100% NOTED OTHERWISE EMS LIGHTING CONTROL ALL 0 A.F.F. EXCTk J/ SPEAKER CONTROL C -30 4X8' .HEIGHT X Y' FIRE RESISTANT PLYWOOD BACK BOARD. " G s G ELEVATION - OFFICE INTERIOR ± 1 0 ELECTRICAL ROOM PLAN V SCALE N.T.S. V y. _... my SCALE 1/4•• 1••0.. 0 k 1 t i — I iii - -- F w F C P 1 60" AF_F rt I ' TVNCR MONITOR i ^P ,'_ /i v OUTLET i Hm— B2-37 {/ 48" AFF B2-35 42" AFF o n -- 36 AFF N ROL BO FOR E AUDIO SWITCH AND J -BOX FOR - - I ) E LOW VOLTAGE : t ! i 2-33 s CABLES STOMER UNIT POWER 18 AFF g i F i y —I O i G19 J -BOX FOR (2) DATA & e - 1) SASI J -BOX FOR CAT5 BOX - D I a f o v 'ev:`:waN`„`Yi'+: §`'u fi+e y2.. w' ^'#I` , °_ "`?: - aY"'9.Qii` ,.a. <""." yk 9•B;`:`..i'- °s`Y":.'4 r v _ ... TM D5ELEVATION - OFFICE INTERIOR D 10 ENLARGED POWER PLAN - DRIVE UP PHARMACY SCALE: N.T.S. SCALE: 1/4" - 1' -0" vaus - eaa' S*. xfi...,w Y:.3T.:= .ac.,..,.., m act'd . - -,z. c.,.,:- ".:, Ya"',.,..,.n:.a . _. , _ .. .... .. - - -•. .,.,. ,.. ..- ,. ,;: ;: v CONDUIT FOR TELEPHONE CABLES FROM REAR OF s 3/4' CONDUIT (TYP. OF 3) II II II BOARD B2a2 C ff r,, `. +36" rl GFIPHONEBOARD (16x24) 111111 4' -0" 2' -0^ ti J g g +60" ° r ° i C BY OTHERS II II TELEPHONE AREA \ 9 1 am i µ; TRANSFORMER FOR In 18 + 48" DOORBELL 25 REQUIRED TELEPHONE AREA 3'x4' G 1 9 81 -8, 10 FUTURE VRU SECURITY c CONTROL PANEL NORTEL SYSTEM ( 10x17) n (13x16) w ° ,\ :— ` LEGEND IRRE ATION -_ \ \ DUPLEX RECEPTACLE- MOUNTAT20 "A.F.F. UNLESS Br TELEPHONE JACK OUTLETS SYSTEM '' b \\ `?• s OTHERWISE NOTED BY OTHERS TYP. OF5) TYP. 234 DUPLEX RECEPTACLE - WEATHERPROOF t DUPLEX RECEPTACLE III m m m m m m m TYPICAL) II m m m m o o m ` \`\\ \ GFI DUPLEX RECEPTACLE - GROUND FAULT INTERRUPTER 5 QUAD RECEPTACLE - ISOLATED GROUND TYP \ q \ I d DUPLEX RECEPTACLE - ISOLATED GROUND QUAD RECEPTACLE - MOUNT AT 20" UNLESS OTHERWISE NOTED A 2'xB'x3 4' PLYWOOD \\ ) I JUNCTION BOX A 4 x8 x3/4 PLYWOOD / i w,- A, v i HOMERUN TO PANELBOARDa f, w . _ UNDERGROUND CONDUIT ELEVATION - TELEPHONE SECURITY BACKBOARD Al 0 ENLARGED POWER PLAN - OFFICESUPPLIES A ABOVE GROUND CONDUIT SCALE: N.T.S. SCALE: 1/2" = 1' -0" t 1 2 3 1 4 5 6 7 8 9 10 11 12 13 14 15 16fflR4 - paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 1W Q Uj I— W Lo 01 W W W_ 0 Z Q J J W TOM W to J REVISIONS / A Z El El J a 0 Q El W E El El J Z PROTOTYPE W 107 X 163 STORE NUMBER LU WD PROJECT NUMBER J RAIPD0001 W Fw E201 Z rT. s...'v.: -;,' .., - a '.; .,. „tm f a va .,,iC . -..; , ,.;y uva ,.) 1 2 3 4 5 u , - 6 7 8 9 10 11 12 13 14 15 16 ti M M partners 2852 Kelvin Avenue Irvine, CA 92614 FIVE VOICE LINES 949.753.7676 T 949.753.7678 F P 1 OFFICE NORSTAR VOICE wdpartners.com TELCO DEMARC ... NETWORK INTERFACE DEVICE ICS EXPRESS RJ-11 T P 2 VOICE RJ -11 COUTK Atlanta P 3 BostonVOICE 11 L x P4 L Colu mgbus VOICE Dallas1RJA1STOCK 231 ROOM Los Angeles a; 2 Miami 232 3 P5 RJA1 Sacramento 0 233 — — a a 234 5 x o I CD RXP6 VOICE a 243 LL M 2 8 RJA11 VRU 244 g 245 0 7 m 8 P 7 z N N 9 VOICE RJA 1 K SUPPLIEDANSTALLED BY 10 P8 VOCE K ; 11 RJA 1 RITE AID FIELD TECH P9 RX 12 VOICE RJA 1Z70—Y P10 RJA P 11 VOICE RJ -11 MANAGERS OFFICE F SASI MOHH VOCE EIA- RJ 11 3 568A RJA 1 J E CAT5 SASI EIA- 568A UNASSIGNED aa FAXE INOTE: USE 8 -WIRE STRAIGHT MODULAR CABLE FROM RJ31X TO ALARM CONTROLS. I PORT 1 PtPORT RT 1 z ENERGY WESTERN z AMPLIFIER PORT MGMT 2 UNION T v PORT 3 c"'i PORT 3 HHW C3J 3 NEXGEN w z 0 UNASSIGNED z X PORT4 FAXSERVER X PORT4 Y rp QUALEX DIAL PHOTO TVSAT BACKUP NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUIT AND PULL STRINGS AS REQUIRED. QW2. ALL CABLE SHALL BE PLENUM RATED. 3. BURGLAR ALARM SHARES VOICE LINE #5. Lo 4. SECONDARY ALARM SHARES VOICE LINE #4. N S 5. PRIMARY FIRE ALARM IS CONNECTED TO A DEDICATED LINE.. G G Q LU V TELEPHONE RISERG9DIAGRAM O WSCALE: N.T.S. O JUNCTION BOX ABOVE--,,,,. ADJUSTABLE VOLUME BELL Z82db@3FEET) CEILING kj o—TDPANEL EDWARDS #13 3AB Z C J F FLEX CONDUIT IN FINISH CEILING 2 #18 LOW VOLTAGE CABLE F WALL (TYP) THIS t LOCATION ONLY n WGONDOLAWEATHERPROOF WALL PUSHBUTTON v i LEAVE 6' SLACK TAIL ON FLEX CONDUIT IN WALL EDWARDS #52 P B CIO QFORVALANCEANDPROMOGONDOLAS. SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2 #18 LOW VOLTAGE CABLE DUPLEX RECEPTACLE IN GONDOLA POWER SUPPLY KICK PLATE KNOCK OUT 120VAC PRIM. W BVAC SEC. WP COVER PLATE EDWARDS #592 LOCAL120VAC E RECEPTACLE E wiserari ,w..s rvx..r.- .- .,..,..., -= s.;.a.3.a..caS+x+.= a, -mxa, ::saves' u'1:.•._z, --,&•. ..+as^ws a °csati'"" _ _` S€a:= 3';s'u".,es... aa., u4.. e+.. Z... : axx.. cm_ s-w.° w. G.,`. , 3: La.,.,. c...»:. v," 5: s.. a. m# . 4` .:w....«vis.i'.:S;x".^a. Lars G E9DETAIL - GONDOLA DUPLEX DETAIL - DELIVERY DOOR BELL SYSTEM DIAGRAM SCALE N.T.S. SCALE. N.T.S. m D D w DOUBLE LANE DRIVE UP NOTES: FOR DATA FOR TERMINAL J.B. FOR ALL AUDIO /SIGNAL/CONTROL CABLES AUDIO/SIG CANOPY FURNISHED BY DRIVE UP EQUIPMENT CONTROL ABV. CLG. 1) PULL STRING, 1'C MANUFACTURER. INSTALLED BY DIEBOLD. 2 1 1l2 ' CONDUITS BY ELECTRICAL CONTRACTOR. O 3/4' CONDUITS ALL ELECTRICAL WORK ASSOCIATED CABLE FURN. BY EQUIPMENT MFGR. & INSTALLED BY WITH THE DRIVE UP MUST BE REVISIONS ELECTRICAL CONTRACTOR. CCEQUIPMENT J_ POWER SUPPLY FOR VEHICLE DETECTOR 0 LQ rK 1 8' AFF CHIME 13 W VERIFY LOCATION) 0 13 LINE OF MOTION SENSOR FORFIN. CLG. VAT21 ElVEHICLEDETECTOR 2) 1 1/2- CONDUITS BY OPERATOR M UNDERSIDE OF CANOPY 0 B ELECTRICAL CONTRACTOR. UNIT S B CABLE FURNISHED & D INSTALLED BY OTHERS 4'X4' JUNCTION J BOX 4 PNEUMATIC CUSTOMER PROTOTYPE INi TERMINAL AUDIO J4 ; 107 X 6 CONTROL N SNATCH BOX QBOXFINISHEDFLOORFINISHEDGRADESTORENUMBER J La, a WD PROJECT NUMBER A RAIPD0001 A W E301 w DIAGRAM - DRIVE UP WIRINGA9SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 p034- ners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS WPC104 -00 -07 J CB1 05 -04 -07 HD1 05 -16 -07 Q0 o W o Z o (> o El 0 o o PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER QRAIPD0001 r j V E302 W W M Lo w N W V w Q O 2 ii O I— W Q J J W TOM W CO J REVISIONS WPC104 -00 -07 J CB1 05 -04 -07 HD1 05 -16 -07 Q0 o W o Z o (> o El 0 o o PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER QRAIPD0001 r j V E302 W FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS M 2X4 FLUORESCENT RECESSED LIGHT NOTE: LAMPS PROVIDED BY RITE AID. A FIXTURE LTTHONU 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2SP8— G- 4- 32 —Al2- 120 — GEB —EL 16 2GR8- 432A -120V— EL4— EB81 —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) K 2X4 FLUORESCENT RECESSED LIGHT 4v Y to FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE1 FIXTURE EMERGENCY e 2SP8— F- 4- 32 —Al2- 120 — GEB —EL METALUX 2FR8-432A— 1 20V—EL4—EB81 —U v" NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT k J 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B FIXTURE LITHONIA SP8— F- 2- 32 —Al2- 120 —GEB METALUX FC8- 232A- 12OV— EB81 —U F32T8 /SP35 /ECO * DRYWALL CEILING 1X4 FLUORESCENT RECESSED LIGHT FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS M 2X4 FLUORESCENT RECESSED LIGHT NOTE: LAMPS PROVIDED BY RITE AID. a A FIXTURE LTTHONU 2SP8— G- 4- 32 —Al2- 120 —GEB L 2GR8- 432A- 120V— EB81 —U F32T8 /SP35 /ECO * 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE 2X4 FLUORESCENT RECESSED LIGHT L,L O FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE FIXTURE EMERGENCY LITHONU 2SP8— G- 4- 32 —Al2- 120 — GEB —EL METALUX 2GR8- 432A -120V— EL4— EB81 —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) K 2X4 FLUORESCENT RECESSED LIGHT 4v Y to FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE1 FIXTURE EMERGENCY e 2SP8— F- 4- 32 —Al2- 120 — GEB —EL METALUX 2FR8-432A— 1 20V—EL4—EB81 —U v" NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT k J 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B FIXTURE LITHONIA SP8— F- 2- 32 —Al2- 120 —GEB METALUX FC8- 232A- 12OV— EB81 —U F32T8 /SP35 /ECO * DRYWALL CEILING 1X4 FLUORESCENT RECESSED LIGHT i y; HD1 BE FIXTURE EMERGENCY LITHONIA SP8— F- 2- 32 —Al2- 120 — GEB —EL METALUX FC8-232A-1 20V—EL4—EB81 —U F32T8 /SP35 /ECO * ynwR s 1X4 FLUORESCENT RECESSED LIGHT F 81 FIXTURE LITHONIA e METALUX GR8- 232A- 12OV— EB81 —U K ACOUSTICAL CEILING 1X4 FLUORESCENT RECESSED LIGHT G FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS N 2X4 FLUORESCENT RECESSED LIGHT 0 NOTE: LAMPS PROVIDED BY RITE AID. a A FIXTURE LTTHONU 2SP8— G- 4- 32 —Al2- 120 —GEB METALUX 2GR8- 432A- 120V— EB81 —U F32T8 /SP35 /ECO * 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE 2X4 FLUORESCENT RECESSED LIGHT L,L O FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE FIXTURE EMERGENCY LITHONU 2SP8— G- 4- 32 —Al2- 120 — GEB —EL METALUX 2GR8- 432A -120V— EL4— EB81 —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 0) 2X4 FLUORESCENT RECESSED LIGHT 4v Y to FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE1 FIXTURE EMERGENCY LITHONIA 2SP8— F- 4- 32 —Al2- 120 — GEB —EL METALUX 2FR8-432A— 1 20V—EL4—EB81 —U F32T8 /SP35 /ECO NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B FIXTURE LITHONIA SP8— F- 2- 32 —Al2- 120 —GEB METALUX FC8- 232A- 12OV— EB81 —U F32T8 /SP35 /ECO * DRYWALL CEILING 1X4 FLUORESCENT RECESSED LIGHT FIXTURE "B" WITH TWO LAMP EMERGENCY BATTERY PACK BE FIXTURE EMERGENCY LITHONIA SP8— F- 2- 32 —Al2- 120 — GEB —EL METALUX FC8-232A-1 20V—EL4—EB81 —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, 81 FIXTURE LITHONIA SP8— G- 2- 32 —Al2- 120 —GEB METALUX GR8- 232A- 12OV— EB81 —U F32T8 /SP35 /ECO * ACOUSTICAL CEILING 1X4 FLUORESCENT RECESSED LIGHT G t: FIXTURE "B1" WITH TWO LAMP EMERGENCY BATTERY PACK BIE FIXTURE EMERGENCY LITHONIA SPB— G- 2- 32 —Al2- 120 — GEB —EL METALUX GR8- 232A -12OV— EL4— EB81 —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X8 FLUORESCENT LIGHT FIXTURE FIXTURE C CHAIN HUNG LITHONIA TC -2 -32- 120 — GEB —HC36 METALUX 8TSS- 232- 12OV— EB81 —U /AYC— CHAIN /SET —U F32T8 /SP35 /ECO * 8' STRIP FIXTURE WITH SEPARATE HANGER CHAIN 1XB FLUORESCENT LIGHT FIXTURE ta'+a.. _ i" ._ .. .. tt'" `.` a. y`yR" - cv.b kc..>.a„a.v 318.is.. _ c.:..v.anznv.i^.$f6re8- lidYf*' .`ptiim -. a-rs+b.' aerra nff °v6 4^'£Y.K w_. 2, "`e'?U -OI nry M+S',^,s.f n .£F 1' w..wme6{t'...s ed a§'...h+L .a'" a - • FIXTURE "C" WITH TWO LAMP EMERGENCY BATTERY PACK CE CHAIN HUNG — EMERGENCY LITHONIA TC -2 -32- 120 — GEB —EL —HC36 METALUX BTSS- 232 -12OV— EL4— EB81 —U /AYC — CHAIN /SET —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X4 FLUORESCENT LIGHT FIXTURE C1 CHAIN HUNG LITHONIA C -2 -32- 120 — GEB —HC36 METALUX SS- 232- 12OV— EB81 —U /AYC — CHAIN /SET —U F32T8 /SP35 /ECO * 4' STRIP FIXTURE WITH SEPARATE HANGER CHAIN 1X4 FLUORESCENT LIGHT FIXTURE N FIXTURE "Cl" WITH TWO LAMP EMERGENCY BATTERY PACK CIE CHAIN HUNG LITHONIA C -2 -32- 120 — GEB —EL —HC36 METALUX SS- 232 -12OV— EL4— EB81 —U /AYC — CHAIN /SET —U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 6"X8' FLUORESCENT LIGHT FIXTURE TC -1 -32- 120 —GEB D WITH REFLECTOR LITHONIA, CASR -48 —SSR (2 REQUIRED FOR 8' FIXTURE) METALUX 8TSS- 132- 12OV— EB81 —U /STN /SS— ASY— SS -4 -1— E F32T8 /SP35 /ECO * 8' STRIP FIXTURE, WITH ASSYMETRIC REFLECTOR F 6"X4' FLUORESCENT LIGHT FIXTURE C -1 -32- 120 —GEB E WITH REFLECTOR LITHONIA CASR -48 —SSR METALUX SS- 132- 12OV— EB81 —U /STN /SS— ASY— SS -4 -1 —B F32T8 /SP35 * 4' STRIP FIXTURE, WITH ASSYMETRIC REFLECTOR 1X8 SURFACE MOUNTED F FLUORESCENT LIGHT FIXTURE LITHONIA TDMW -2 -32- 120 -1/4 —GEB W /LAMP METALUX 8TVT2- 232DR- 12OV— EB8I —WL —U F32T8 /SP35 * 8' ENCLOSED WET LOCATION FLUORESCENT FIXTURE TRACK LIGHTING WITH 12" WALLWASHER FIXTURES, 2' SPACING G CEILING MOUNTED TRACK LIGHTING LITHONIA LTD —CFWW- 1/42— TRT— I2AP —LD- 120 —WH HALO L323ZEP /LVR3232SC /L652P/L651P/1_901P 42W TBX /835 /A /4P /EOL * PROVIDE TRACK ACCESSORIES AS REQUIRED BY MOUNTING CONFIGURATION WESTERN H" FIXTURE MUST BE PURCHASED THROUGH MARK KANER, WESTERN EXTRALTTE COMPANYS H TWO LAMP TSHO COSMETIC LIGHT EXTRALITE RITE AID NATIONAL ACCOUNTS F54T5HO /SP35 ** NATIONAL ACCOUNT REPRESENTATIVE AT (314) 432 -4560. DO NOT INSTALL LENS ON FIXTURE I DOWNLIGHT LTTHONU LF8- 2 /26DTT— MVOLT —FB02A HALO H803 -810C F26DBX/T4 /SPX35 /4P * 8" REFLECTOR, CLEAR DIFFUSER J OPEN WALLWASHER DOWNLIGHT LITHONIA LF8- 2 /26DTT— MVOLT —F8WIA —TRW HALO H803 -81OWW F26DBX/T4 /SPX35 /4P * 8" REFLECTOR, OPEN WALL WASHER TYP.) ILLUMINATED EXIT SIGN, CEILING & LED EXIT SIGN W /HIGH OUTPUT LEAD CALCIUM BATTERY K WALL MOUNTED LITHONIA LHQM —SW3R- 120/277 —RO —HO SURELRES LPXH70RWHDH LED ** BATTERY SIZED FOR ONE REMOTE DUAL HEAD FIXTURE) SS S E— FIRE SPRINKLER SERVICE FLOW AND DUAL HEAD WEATHERPROOF REMOTE PROVIDE 2 #10 — 1/2 "C. FROM REMOTE HEAD TO NEAREST M EMERGENCY HEAD LITHONIA ELA— W— T— NX —HO606 SURELTTES 6T6DWWH EXIT SIGN FOR DC POWER. QUANTITY AND LOCATIONS • • RECESSED 8" LENSED DOWNLIGHT 0 SUITABLE FOR DAMP LOCATIONS LITHONIA LGHZ- 70M- 8RW —FFL -120 PORT HID M6023T- 730- 10002SPF 70W MH ** TWO FLOODLIGHT FIXTURES`'ON SINGLE A _ ° ri.x:.. BRACKET LITHONIA MODEL #BS28— DDB /LUMARK #AB1 P 20' POLE LITHONIA TFL- 40OM— RA2— TB— IS —LPI HID ACCESS AMF —F- 400— MH— MT- 76 —BK —LL 40OW MH ** SQUARE STRAIGHT STEEL POLE LTTHONU MODEL# SSS20- 5G —T20— DDB /LUMARK ISSS5M20SY22 S WALL LANTERN SEA GULL WINONA 88176 -51 3) 25W CANDELABRA ss LIGHTING W' ; EXTERIOR •WALL PACK ,, 4,4,. w tITHONIA MSR- 175M—' 120— QRS-= "PE— DBLB.,." w n ` a " MVRI75 /U /MED S F F F F F H W Ln N 0 NOTE: LAMPS PROVIDED BY RITE AID. a W V Q NOTE LAMPS PROVIDED BY ELECTRICAL CONTRACTOR- W L,L O W Z a J j W 0) W4v Y to J 14 G G t: FIXTURE SCHEDULEG7LIGHTING SCALE. N.T.S. ta'+a.. _ i" ._ .. .. tt'" `.` a. y`yR" - cv.b kc..>.a„a.v 318.is.. _ c.:..v.anznv.i^.$f6re8- lidYf*' .`ptiim -. a-rs+b.' aerra nff °v6 4^'£Y.K w_. 2, "`e'?U -OI nry M+S',^,s.f n .£F 1' w..wme6{t'...s ed a§'...h+L .a'" a - • C N F F Y 2#14 - INTERLOCK WITH RTU EEFORSHUTDOWNTYP.) DUCT SMOKE DETECTORS S S SS S E— FIRE SPRINKLER SERVICE FLOW AND REFER TO DRAWING E1.03 FOR D D SUPERVISORY SWITCHES QUANTITY AND LOCATIONS • • VERIFY QTY WITH FIRE PROTECTION SHOP DRAWINGS REMOTE INDICATOR (TYP.) p; CEILING MOUNTED AN DEVICE TYP.) T S F F F F FJQ WP D WALL MOUNTED AN DEVICE D TYP•) SEE NOTES FIRE ANNUNCIATOR LOCATED AT FIRE ALARM PANEL LOCATED IN FRONT ENTRANCE. FACP MEZZANINE ELEC. ROOM. 120V (CIRCUIT C-29) 2 TEL. LINES IN 3/4" C TO TEL. BACKBOARD FOR OWNERS THIRD PARTY CENTRAL STATION MONITORING. FIRST FLOOR C C NOTES 1. PROVIDE A FIRE ALARM SYSTEM COMPLETE WITH SYSTEM EQUIPMENT, TECHNICAL SUPPORT, SYSTEM PROGRAMMING, FINAL CONNECTIONS 5. ALL WIRING SHALL BE RUN IN CONDUIT - 3/4" MINIMUM. WIRING SHALL BE GROUPED AND INSTALLED IN SEPARATE CONDUITS IN THE FOLLOWING AND SYSTEM TESTING PER NFPA AND MANUFACTURER. REFER TO GENERAL NOTE #1 ON DRAWING E -103 FOR ADDITIONAL INFO. MANNER: INITIATING DEVICE CIRCUITS, AUDIONISUAL NOTIFICATION CIRCUITS, AND 120VAC POWER OR CONTROL. 2. NOTIFY OWNER AND FIRE DEPARTMENT PRIOR TO ANY WORK BEING DONE ON THE FIRE ALARM SYSTEMS. THE CONTRACTOR SHALL NOT LEAVE 6. WIRING FOR DEVICES SHALL BE AS FOLLOWS: THE FIRE ALARM SYSTEM IN "ALARM" OR "TROUBLE ". THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARMINGIDISARMING THE FIRE ALARM SYSTEM AS REQUIRED BYTHE WORK. STROBESIHORNS (SYNCHRONIZED): 4#14 MANUAL STATIONS; HEAT DETECTORS; SMOKE DETECTORS: 2#14 a F,A L J H F E LC 0 0M I POLYCARBONATE ROLLER 1- 10' E MIRO MODEL 1.5 POLYCARBONATE \ OR APPROVED EQUAL ROOF LINE PIPE STAND OR EQUAL KA K1 ROOF TOP PIPING SUPPORT DETAIL SCALE: N.T.S. 4 2PSI GAS. SIZE AS NOTED ON PLANS MIRO MODEL 3 -R SPACERS. OR APPROVED EQUAL USE AS NECESSARY TO KEEP PIPE LEVEL AND TO SPREAD PIPE WEIGHT EVENLY THROUGHOUT PIPE RUN. i. I a— v t s 5 s o3"VTR _. 11 81,13.15.. 10 8 2 B1- 26,28,30 10017013 I +`\ # Z " GF _ rp RTU -2 GFI RTU -1 % 1001703 i 4 ` t5 3 i E t, i RDY y [] I L 7 RD1 3511 SQ. FT.) - i^ C 3"VTR 11/4' NG (224CFH) 4 ROUTED ON ROOF V B1- 38,40,42 i Al _ _, I - ----— ` 1 1/4' NG (224CFH) ROUTED ON ROOF GF R TU,1 I i 4" FLUE UP FR 11/2' NG (349CFH) ] C 7FIREDHWH -1. ROUTED ON ROOF r EXPOSED EXTERIOR PIPING I I SHALL BE PAINTED. GAS AND VENT PIPING PENETRATING ROOF SHALL' BE MADE WATER TIGHT USING APPROVED FLASHINGS AND ` ! FLASHING MATERIALS. REF} 1 TO SHEET A -501 DETAIL D7. ° j ~` I v o 2112" NG DN TO 3"R j STOCK ROOM 2" NG (584CFH) F l I a COMPANY PRODUCT TYPE CONTACT t.. t, aer YMBOLS 5.` Y EGEND 4 CEILINGS BOB WILLIAMS 877 - 276 -7876 EXT 8052 DRAWING TITLE . SECTION . . . . . . . . . . . DRAWING I.D. NUMBER AlFLOOR PLAN SCALE: 1/4" = V -0" DRAWING SCALE SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED DETAIL . . . . . . . . . . • " • • s- 102-A1 DETAIL I.D. NUMBER SHEET WHERE SECTION IS LOCATED AREA TO BE ENLARGED DETAIL (ENLARGED) . . . . . . - IS- 102 -A1 \ 1 DETAIL I.D. NUMBER SHEET WHERE SECTION ELEVATION . . . . . . . . . . . AddlkkkIII. IS LOCATED S- 102 -A1 ELEVATION I.D. NUMBER SHEET WHERE SECTION IS LOCATED CEILING HEIGHT ABOVE CEILING HEIGHT . . . . . . . . 7,_,. FINISHED FLOOR DOOR . . . . . . . . . . . . . DOOR NUMBER 1148 DESIGNATION WINDOW NUMBER WINDOW . . . . . . . . . . . . . DESIGNATION FINISH MATERIAL . . . . . . . P -, -, FINISH DESIGNATION TRIM ONLYI- COMMENTS, IF APPLICABLE KEYED KEYED NOTES . . . . . . , , . . . ONAPPLICAPPLICABLE 7 ON APPLICABLE SHEET REVISIONS . . . ADDENDUM NUMBER REVISED AREA CLOUDED ELEVATION HEIGHT ELEVATION HEIGHT . . • • /I 100: -0" T..$.4 4iE'FS= ftE1:CEPOlt83 noo EQUIPMENT NUMBEREQUIPMENT . . . . . . . . . . . - DESIGNATION WALL LEGEND . . . . . LOW (1/2) WALL (WOOD FRAMED) NEW LOW PARTITION, RE:A -801 FOR PARTITION TYPES. NEW FULL HEIGHT PARTITION, RE: A-801 FOR PARTITION TYPES. NEW EXTERIOR WALL VENDOR COMPANY PRODUCT TYPE CONTACT EN DOR CONTACTS CEILINGS BOB WILLIAMS 877 - 276 -7876 EXT 8052 VENDOR 2 ARMSTRONG TONY LAWSON 800 - 356 -9301 EXT 8943 r VENDOR COMPANY PRODUCT TYPE CONTACT CONTACT NUMBER VENDOR 1 ARMSTRONG CEILINGS BOB WILLIAMS 877 - 276 -7876 EXT 8052 VENDOR 2 ARMSTRONG FLOORING TONY LAWSON 800 - 356 -9301 EXT 8943 VENDOR 3 ATAS INTERNATIONAL INC. ROOF COPING MARK BROWN 800-468.1441 EXT 227 VENDOR 4 ALP LIGHTING COMPONENTS LIGHTING DONNY WALL 773. 774 -9550 VENDOR 5 BESAM AUTOMATED ENTRANCE AUTO DOORS PAM HOMYAK 609405800 EXT 20415 VENDOR 6 BLUE GIANT DOCK LIFT JOHN SIMON 800. 668.7078 VENDOR 7 CARLISLE SYNTEC INC ROOFING JOE CARBINE 717 - 245 -7065 VENDOR 8 CARRIER CORPORATION HVAC BILL SJOVELL 973 - 2274311 EXT. 3012 VENDOR 9 DAUPHIN ELECTRIC ELECTRICAL SUPPLIES DON FRALEY 800-632 -1828 VENDOR 10 DIEBOLD DRIVE THRU EQUIPMENT KEVIN DOSS 717 - 7647566 VENDOR 11 ELIASON CORPORATION IMPACT DOORS JASON HORN 800 - 828 -3655 EXT 128 VENDOR 12 CITADEL EXTERIOR PANELS DAVID WERNZ 800. 446.8828 EXT. 120 VENDOR 13 EMERSON RETAIL SERVICES, INC. EMS - INSTALL MATTHEW PARRATT 770 -425 -6232 VENDOR 14 EP HENERY CORPORATION CONCRETE BLOCK 800444 -3679 VENDOR 15 FIRESTONE BUILDING PRODUCTS ROOFING MARK WERNER 800428-4442 EXT 53226 VENDOR 16 GLEN -GERY CORPORATION MASONRY CUSTOMER SERVICE REP 610374 -4100 VENDOR 17 HADRIAN, INC. BATH PARTITIONS DIANE STEGMEIER 440 -942 -9118 VENDOR 18 HILL PHOENIX COOLERIFREEZER KEN GURA 716 -667 -3687 VENDOR 19 INTERSTATE BRICK MASONRY BETH POLIS 951 - 352-6678 VENDOR 20 KAWNEER STOREFRONT DAVE TRAUTMAN 800310-4350 EXT. 631 VENDOR 21 KOROSEAL INTERIOR PRODUCTS WALL COVERINGS KEVIN PLANT 800753 -7505 VENDOR 22 JOHNSONITE FLOORING / BASE DENNIS LANG 800.899.8916 VENDOR 23 MATWORKS FLOOR MATTS TINA WEED 301 -837 -1248 VENDOR 24 MARLITE PANELING BILL MCDONALD 973 -831 -8324 VENDOR 25 MJB ARCHITECTURAL SPECIALTIES RAILING JAMIE MAYER 6105848701 VENDOR 26 OVERHEAD DOOR RECEIVING DOOR ANGELA BURGESS 800972.1730 EXT 661 VENDOR 27 PFLOW INTERIOR LIFT STEVEN HARBAUGH 414 -352 -9000 VENDOR 28 SHERWIN WILLIAMS PAINT JIM GEIST 724933.1900 EXT. 104 VENDOR 29 COMTEC INDUSTRIES BATH PARTITIONS 800445 -5148 VENDOR 30 SQUARE D COMPANY ELECTRICAL GEAR NATIONAL ACCOUNT MANAGER 518-452 -2590 VENDOR 31 WESTERN EXTRALITE COMPANY COSMETIC LIGHTS MARK KANER 314 - 432.4560 VENDOR 32 YORK INTERNATIONAL CORPORATION HVAC MARK RITZ 405 - 419-6537 VENDOR 33 LITHONIA LIGHTING NEIL TOBLER 770860 -3062 VENDOR 34 GERSERT LIMITED RESISLIENT FLOORING S.R. ZIMMERMAN 717 - 299 -5035 VENDOR 35 WIN HOLT HAND DIP FIXTURE JEFF HERBERT 800444 -3595 EXT. 103 VENDOR 36 NATIONAL REFRIGERATION HAND DIP FREEZER JIM KAUFMAN 864 -669 -1665 NOTE: SEE SHEET A-803 FOR FINISH MATERIAL SCHEDULE 5w F x 5 :OWNER: CORPORATION STORE DEVELOPMENT 30 HUNTER LANE CAMP HILL, PA 17011 717) 761 -2633 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com IITM r to t v` A000 TITLE SHEET PC2 05 -24 -07 PC2 ® eA001 °• ADA GUIDELINES ., `..'. A002 ADA GUIDELINES M CCA01 CCONDITIONS OF APPROVAL PPC2 05 -24 -07 N PROJECT 4 ` ARCHITECT ENGINEER t s aGENERAL CA02 C PC2 05 -24 -07 a M CCA03 C PC2 05-24-07 . PC2 M 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com IITM r to t v` A000 TITLE SHEET PC2 05 -24 -07 PC2 ® eA001 °• ADA GUIDELINES ., `..'. A002 ADA GUIDELINES M C CA01 C CONDITIONS OF APPROVAL P PC2 05 -24 -07 N PROJECT NOTES t s aGENERAL CCA02 CCONDITIONS OF APPROVAL P PC2 05 -24 -07 a M C CA03 CCONDITIONS OF APPROVAL q PC2 05-24-07 . PC2 M Nd Far` "iT / e design & operations branding I engineering atlanta boston Chicago Columbus dallas los angeles miami Sacramento 0 N C204 - AILS PC2 05 30 -07,= r f8' ---- 7 L: ^-" L101 ° LANDSCAPEPL'AN X61 05 -04 -07 EI L102 IRRIGATION PLAN CB1 05 -04 -07 O N L201 w LANDSCAPING DETAILS STRUCTURAL._ k,.,x ..... „ _ ..,... : €.....,. S001 GENERAL STRUCTURAL NOTES 19 S002 TYPICAL DETAILS CB1 05 -04 -07 1 S003 TYPICAL DETAILS CB1 05 -04 -07 ° N S004 TYPICAL DETAILS CB1 05 -04 -07 T/ Im S101 FOUNDATION PLAN CB1 05 -04 -07 / 5102 "- "` -,,r- -, MEZZANINE'LEVEL'FRAMING`PL -4N"` - .,,- w,w "CB7 '05 -04-07 O S103 ROOF FRAMING PLAN PC2 05-24-07) PC2,` 5201 "TRUC"TUR'IDETAILS- ; "' mss. 19 S202 STRUCTURAL DETAILS PC2 05 -24 -07 v' Pct '.19 S203 ' - >- ` - µ- ms`` '`STRUCTURAL SECTIONS °` '" `CB1'05 -04 - 07 M S204 STRUCTURAL SECTIONS IM S205 STRUCTURAL DETAILS O 4RC} ITECTURAL E, A101 FIRST FLOOR AND ME JANINE PLAN HD1 05-16- 07 M A102 WALL AND FLOOR FINISH PLAN HD1 05 -16 - 07 X4103 -,F --- °- --,,-- °°^A -,,,e REFLECTED °CEILING PLAN ,-° - . 62 , i C4 M A104 FIXTURE AND GRAPHICS PLAN PC2 05 -24 -07 V• . Ia A105 ROOF PLAN PC2 05 -24 - 07 M A201 "- -' -'' ~ ' O EXfER10F!` fLEVATIONS "' k ° ' k °FD1" 05 -18 - 07 IM A401 WALL SECTIONS AND DETAILS 13 A402 WALL SECTIONS CB1 05 -04 - 07 M A403 WALL SECTIONS " IM A404 WALL SECTIONS CB1 05 -04 -07 LU 00 A501 ROOF DETAILS M A502 EXTERIOR DETAILS CB1 05 -04 - 07 El A503 EXTERIOR DETAILS 0 . A601 INTERIOR ELEVATIONS PC1 04 -30 - 07 A602,-, ,- RINTERIOR,ELEVATIONS 4ND,ENLARGED .PLANS - »,- fC1. -04 -3Q - 07 M A603 INTERIOR ELEVATIONS AND ENLARGED PLANS PC2 05-24-07 e° Pct -® A701 ' ` .-^ - -- INTERIOR DETAILS - A702 .- ,o- 1NTERIOR_ DETAILS A703 STAIR PLANS, SECTIONS AND DETAILS PC2 05 -24 -07 L M A801 DOOR SCHEDULE, DETAILS AND PARTITION TYPES PC2 05 -24 - 07 Pcz A802 '' r°.iN1NDOWTYPES. -.,. Yc r _. ,rte °" " a ' W M A803 FINISH MATERIAL, MASONRY & STOREFRONT SCHEDULE CB2 PC2 'n. `. "' %,z ``°* -i a, At.'. ts"` , >_ a*`:;X^`'_:.„_.."- a,:x dsc 2.. X74 LUM G _ F .x `...... EMS?X °dLYSneJ'.. a cY12i,d.. V.:AwYS iK's`rv}° r4' I' P101 SANITARYCONDENSATE ATE AND PLAN PC2 05 -24 -07= N P201 ; , AT R N``GAS LAN .,,_, D1,•b5 76 - 07 P202 PLUMBING ROUGH -IN PLAN PC2 05 -24 - 07y MECHANICAL env LU II0 M101 MECHANICAL PLAN M M201 MECHANICAL DETAILS M301 MECHANICAL SCHEDULES a..m P ,.,:. e,.l .+.. >S` -... .r..... . .. t % y. C . e - aw ^ai... a nc., .-:-. n, ..' ...: '.. .s.., P n-'k`u `mow n ... 4 :i... C S',u:: =" a .', ,.' _ l_v. _ i'.+i„°..: _Zss t. xd$M1. K xw¢xm.x9aiw. i . • _ n . •. r 'tvtsa'X abMiN.: E100 ELECTRICAL SITE PLAN A E101 ,, . .LIGHTING, PLAN - Da = -05 -16 - 07 E E102 POWER PLAN PC2 05 -24 -07 W E104 ELECTRICAL SECURITY, COMMUNICATIONS AND FIRE ALARM PLAN PC2 E201 '" NTERIOR "ELEVATIONS AND°ENLARGED POWERPLANS 301 - =- "` ,, LECTRICAL- DIAGRAMS AND "DETAIL' S M E302 ELECTRICAL DIAGRAMS AND SCHEDULES PC2 05 -24 - 07 N' 6303 „ ELECTRICAL DIAGRAMS AND SCHEDULES H01 05- 16 - 07r`° PC2 MEP101 EP ROOF PLAN . IS T24 -1 TITLE 24 CALCULATIONS I T24 -2 TITLE 24 CALCULATIONS 03 T24 -3 TITLE 24 CALCULATIONS BUILDING: CITY OF LAKE ELSINORE 150 SOUTH MAIN STREET LAKE ELSINORE, CA 92530 951) 674 - 3124 ELECTRIC: SOUTHERN CALIFORNIA EDISON 26100 MENIFEE RD. ROMOLAND, CA 92585 951) 928 - 8206 WATER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY ST. LAKE ELSINORE, CA 92530 951) 674 -3146 XT: 8427 HEALTH DEPT. RIVERSIDE COUNTY ENVIROMENTAL HEALTH 38740 SKY CANYON DRIVE MURRIETA,CA 92563 951) 461 - 0284 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID CORPORATION. 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, MANUFACTURERS, OR CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION DOCUMENTS SET. 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD -OUT WITH ALL FINISHES, STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR INDICATED ON DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND RENDERED USELESS. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE PERMITTED. 10. GENERAL CONTRACTOR TO FURNISH "AS BUILT" SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD - OUT. 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT / ENGINEER. 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB (WALLS, WINDOWS, ETC.). 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL BLOCKING FOR GRAB BARS, SHELVES, AND ANY ALL OTHER WALL OR CEILING MOUNTED ITEMS. 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD - OUT. 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTION, PLUMBING, ELECTRICAL AND HVAC. 17. LOCATION OF EQUIPMENT, AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G. C. THE GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. 18. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES OR REGULATIONS WITH NO INCREASE IN COSTS. 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C. AND ALL APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER MANUFACTURERS RECOMMENDATIONS. 20. ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED" ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. 22. CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. DEFERRED SUBMITTALS: 1. STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS 2. STORE FIXTURE PLANS. 3. "° FIRESPRINKLERS 4. ELEVATOR PC2 FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT 2300 MARKET STREET RIVERSIDE, CA 92502 951) 955 - 4777 NATURAL GAS SEMPRA UTILITIES 25620 JEFFERSON AVENUE MURRIETA, CA 92562 909) 335 - 7558 3 M C s. 4 sKsf .Y O DEINFORMATION NATION 1. APPLICABLE CODES BUILDING: CBC 2001 FIRE: CFC 2001 PLUMBING: CPC 2001 ACCESSIBILITY: CALDA9 MECHANICAL: CMC 2001 ENERGY: CEC 2005 AND CALIFORNIA CODE OF REGULATION, TITLE 24, PART 2, SECTION 1101B ELECTRICAL: CEC 2004 2. USE GROUP CHAPTER 3 CALIFORNIA BUILDING CODE TABLE 3A - USE GROUP M 3. TYPE OF CONSTRUCTION (CHAPTER 6) CALIFORNIA BUILDING CODE SECTION 606 TYPE V - NON -RATED - FULLY SPRINKLERED 4. AREA CALCULATIONS FIRST FLOOR 17,340 S. F. MEZZANINE 636 S. F. TOTAL BUILDING 17,976 S. F. 5. ALLOWABLE BUILDING AREA CALIFORNIA BUILDING CODE TABLE 5B TYPE V -N 8,000 S. F. 505.3 - AUTOMATIC SPRINKER SYSTEMS - BUILDING IS FULLY SPRINKLERED. AREA FROM CHART MAY BE TRIPLED: 8000 X 3 = 24,000 S. F. 6. MEANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD (TABLE 1003.2.2. 2) CALIFORNIA BUILDING CODE TABLE 1003.2.2. 2 RETAIL AREA (FIRST FLOOR) 15,562 S. F. NOTE REST ROOMS, BREAK ROOMS ETC. THAT ARE MULTIPLE USE BY SAME INDIVIDUALS IN CALCULATION OF EXIT WIDTH. CBC - 1003.2.2.2.2.1 EXCEPTIONS DELETE 454 S.F. FOR MULTI USEAGE DELETE 454 SQ. FT. STORAGE 1,343 S. F. COOLER/FREEZER 1.256 S. F. TOTAL RECEIVING SEPARATE ENTRANCE 1,256 S. F. TOTAL AREA FIRST FLOOR 17,340 S. F. FIR T FL OREXITING S 15,%2 518.73 rTY Gi { ELSINORL_ TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2. 23 TOTAL BUILDING OCCUPANT LOAD 520. 96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY ( CHAPTERII) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABILITIES ACT". 8. TOLIET FIXTURE CALCULATIONS SUHLG NG L!V11 S10N fE:R-M1T##(:2-2 -* 2 WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. N A n ED `.. vn` iSSi; ANCE CO AZLKAS & ASSOCIATES, INC. Y ATE Cj - c7 se Nlnn. hav =;ved for adherence to the U(,, )'e codes a.:., ordi ,ar;ce. Authorization is , ranted to Issu a a huiiding permit pending prova. cy all applica,,le City agencies. TM - e issuance or granting of a permit based on proval of these pia,is shall not be construed to hermit or approve r i . vi 'ation of the applicable codes or ordinance. .) re- mit presumed to give authonty to violate >r ,rce! the provisions of such des sha!I he valid. ISSUE DATES - ° R M PERMIT SUBMITTAL 03 -26- 07 IM BID ISSUE 04 -06- 07 0 1ST BLDG RESUBMITTAL 04 -30- 07 CHANGE BULLETIN 113 05 -04- 07 13 1ST HEALTH RESUBMITTAL 05 -16 - 07 Il 1ST FIRE RESUBMITTAL 05 -18 - 07 17 2ND BLDG RESUBMITTAL 05 -30 - 07 PROJECT NOTES t s aGENERAL 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID CORPORATION. 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, MANUFACTURERS, OR CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION DOCUMENTS SET. 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD -OUT WITH ALL FINISHES, STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR INDICATED ON DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID AND REMOVED FROM SITE AND RENDERED USELESS. 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE PERMITTED. 10. GENERAL CONTRACTOR TO FURNISH "AS BUILT" SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD - OUT. 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECT / ENGINEER. 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB (WALLS, WINDOWS, ETC.). 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL BLOCKING FOR GRAB BARS, SHELVES, AND ANY ALL OTHER WALL OR CEILING MOUNTED ITEMS. 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD - OUT. 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTION, PLUMBING, ELECTRICAL AND HVAC. 17. LOCATION OF EQUIPMENT, AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G. C. THE GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. 18. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES OR REGULATIONS WITH NO INCREASE IN COSTS. 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C. AND ALL APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER MANUFACTURERS RECOMMENDATIONS. 20. ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED" ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DURING THE BIDDING PROCESS BY THE GENERAL CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. 22. CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. DEFERRED SUBMITTALS: 1. STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS 2. STORE FIXTURE PLANS. 3. "° FIRESPRINKLERS 4. ELEVATOR PC2 FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT 2300 MARKET STREET RIVERSIDE, CA 92502 951) 955 - 4777 NATURAL GAS SEMPRA UTILITIES 25620 JEFFERSON AVENUE MURRIETA, CA 92562 909) 335 - 7558 3 M C s. 4 sKsf .Y O DEINFORMATION NATION 1. APPLICABLE CODES BUILDING: CBC 2001 FIRE: CFC 2001 PLUMBING: CPC 2001 ACCESSIBILITY: CALDA9 MECHANICAL: CMC 2001 ENERGY: CEC 2005 AND CALIFORNIA CODE OF REGULATION, TITLE 24, PART 2, SECTION 1101B ELECTRICAL: CEC 2004 2. USE GROUP CHAPTER 3 CALIFORNIA BUILDING CODE TABLE 3A - USE GROUP M 3. TYPE OF CONSTRUCTION (CHAPTER 6) CALIFORNIA BUILDING CODE SECTION 606 TYPE V - NON -RATED - FULLY SPRINKLERED 4. AREA CALCULATIONS FIRST FLOOR 17,340 S. F. MEZZANINE 636 S. F. TOTAL BUILDING 17,976 S. F. 5. ALLOWABLE BUILDING AREA CALIFORNIA BUILDING CODE TABLE 5B TYPE V -N 8,000 S. F. 505.3 - AUTOMATIC SPRINKER SYSTEMS - BUILDING IS FULLY SPRINKLERED. AREA FROM CHART MAY BE TRIPLED: 8000 X 3 = 24,000 S. F. 6. MEANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD (TABLE 1003.2.2. 2) CALIFORNIA BUILDING CODE TABLE 1003.2.2. 2 RETAIL AREA (FIRST FLOOR) 15,562 S. F. NOTE REST ROOMS, BREAK ROOMS ETC. THAT ARE MULTIPLE USE BY SAME INDIVIDUALS IN CALCULATION OF EXIT WIDTH. CBC - 1003.2.2.2.2.1 EXCEPTIONS DELETE 454 S.F. FOR MULTI USEAGE DELETE 454 SQ. FT. STORAGE 1,343 S. F. COOLER/FREEZER 1.256 S. F. TOTAL RECEIVING SEPARATE ENTRANCE 1,256 S. F. TOTAL AREA FIRST FLOOR 17,340 S. F. FIR T FL OREXITING S 15,%2 518.73 rTY Gi { ELSINORL_ TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2. 23 TOTAL BUILDING OCCUPANT LOAD 520. 96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY ( CHAPTERII) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABILITIES ACT". 8. TOLIET FIXTURE CALCULATIONS SUHLG NG L!V11 S10N fE:R-M1T##(:2-2 -* 2 WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. N A n ED `.. vn` iSSi; ANCE CO AZLKAS & ASSOCIATES, INC. Y ATE Cj - c7 se Nlnn. hav =;ved for adherence to the U(,, )'e codes a.:., ordi ,ar;ce. Authorization is , ranted to Issu a a huiiding permit pending prova. cy all applica,,le City agencies. TM - e issuance or granting of a permit based on proval of these pia,is shall not be construed to hermit or approve r i . vi 'ation of the applicable codes or ordinance. .) re- mit presumed to give authonty to violate >r ,rce! the provisions of such des sha!I he valid. ISSUE DATES - ° R M PERMIT SUBMITTAL 03 -26- 07 IM BID ISSUE 04 -06- 07 0 1ST BLDG RESUBMITTAL 04 -30- 07 CHANGE BULLETIN 113 05 -04- 07 13 1ST HEALTH RESUBMITTAL 05 -16 - 07 Il 1ST FIRE RESUBMITTAL 05 -18 - 07 17 2ND BLDG RESUBMITTAL 05 -30 - 07 S 15,%2 518.73 rTY Gi { ELSINORL_ TOTAL FIRST FLOOR REQUIRED RECEIVING LESS 2 EXITS REQUIRED MEZZANINE EXITING 663 AT 1 - 300 = 2. 23 TOTAL BUILDING OCCUPANT LOAD 520. 96 EXIT WIDTH REQUIRED ( EXCLUDING RECEIVING) 520.96 X 0.21N = 104.19 INCHES REQUIRED EXIT WIDTHPROVIDED BREAKAWAY FRONT ENTRANCE 72 INCHES SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES > 104.19 PLUS EXIT AT RECEIVING 7. ACCESSIBILITY ( CHAPTERII) THESE PLANS CONFORM WITH "THE AMERICANS WITH DISABILITIES ACT". 8. TOLIET FIXTURE CALCULATIONS SUHLG NG L!V11 S10N fE:R-M1T##(:2-2 -* 2 WATER CLOSTES LAVATORIES TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) MALE FEMALE MALE FEMALE GROUP M 2:51 -100 2:51 -100 ONE FOR EACH TWO WATER CLOSETS RETAIL OR WHOLESALE STORES 17,935 S.F. BUILDING AREA 1200 SQ. FT. = 89.67 OCCUPANTS WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. N A n ED `.. vn` iSSi; ANCE CO AZLKAS & ASSOCIATES, INC. Y ATE Cj - c7 se Nlnn. hav =;ved for adherence to the U(,, )'e codes a.:., ordi ,ar;ce. Authorization is , ranted to Issu a a huiiding permit pending prova. cy all applica,,le City agencies. TM - e issuance or granting of a permit based on proval of these pia,is shall not be construed to hermit or approve r i . vi 'ation of the applicable codes or ordinance. .) re- mit presumed to give authonty to violate >r ,rce! the provisions of such des sha!I he valid. ISSUE DATES - ° R M PERMIT SUBMITTAL 03 -26- 07 IM BID ISSUE 04 -06- 07 0 1ST BLDG RESUBMITTAL 04 -30- 07 CHANGE BULLETIN 113 05 -04- 07 13 1ST HEALTH RESUBMITTAL 05 -16 - 07 Il 1ST FIRE RESUBMITTAL 05 -18 - 07 17 2ND BLDG RESUBMITTAL 05 -30 - 07 WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. N A n ED `.. vn` iSSi; ANCE CO AZLKAS & ASSOCIATES, INC. Y ATE Cj - c7 se Nlnn. hav =;ved for adherence to the U(,, )'e codes a.:., ordi ,ar;ce. Authorization is , ranted to Issu a a huiiding permit pending prova. cy all applica,,le City agencies. TM - e issuance or granting of a permit based on proval of these pia,is shall not be construed to hermit or approve r i . vi 'ation of the applicable codes or ordinance. .) re- mit presumed to give authonty to violate >r ,rce! the provisions of such des sha!I he valid. ISSUE DATES - ° R M PERMIT SUBMITTAL 03 -26- 07 IM BID ISSUE 04 -06- 07 0 1ST BLDG RESUBMITTAL 04 -30- 07 CHANGE BULLETIN 113 05 -04- 07 13 1ST HEALTH RESUBMITTAL 05 -16 - 07 Il 1ST FIRE RESUBMITTAL 05 -18 - 07 17 2ND BLDG RESUBMITTAL 05 -30 - 1 ETA1 L 1 J H F C N1 10 1 2 ELEMENT 1: ACCESSIBLE ROUTE - EXTERIOR 4.1.2(1) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL BE PROVIDE WITHIN THE BOUNDARY OF THE SITE FROM THE FOLLOWING AREAS TO AN ACCESSIBLE BUILDING ENTRANCE. PUBLIC TRANSPORTATION STOPS ACCESSIBLE PARKING SPACES PASSENGER LOADING ZONE, IF PROVIDED PUBLIC STREETS AND SIDEWALKS 4.1.2(2) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 4.3.2(1) LOCATION THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. 4.3.3 WIDTH MINIMUM CLEAR WIDTH: 36" (EXCEPT AS ALLOWED AT DOORS) 4.3.3 WIDTH OF TURNS 36" CLEAR WIDTH IS PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48 ". CLEAR WIDTH WITH TURNS AROUND AN OBSTRUCTION LESS THAN 48" WIDE SHALL BE 42" MINIMUM, WITH 48" MINIMUM WIDTH AT TURN. 4,3.4 PASSING SPACE IF AN ACCESSIBLE ROUTE IS LESS THAN 60" WIDE, PASSING SPACES ARE REQUIRED AT MAXIMUM 200' INTERVALS. PASSING SPACE MAYBE EITHER A 60" X 60" SPACE, OR A T- INTERSECTION OF TWO WALKS OR CORRIDORS. 4,3.5 4.4.2 HEADROOM MINIMUM CLEAR HEADROOM: 80" IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 ", A BARRIER SHALL BE PROVIDED. 4.3.7 SLOPE RUNNING SLOPE SHALL NOT EXCEED 120. (IF SLOPE EXCEEDS 1:20, REFER TO'RAMPS' OR CURB RAMPS' SECTION.) CROSS SLOPE SHALL NOT EXCEED 1:50 (2 %). 4.3.8 4.5.2 CHANGES IN LEVEL UP TO 114 ": REQUIRES NO EDGE TREATMENT (VERTICAL EDGE PERMITTED). 114" TO 112 ": EDGE SHALL BE BEVELED WITH A SLOP NO GREATER THAN 1:2. GREATER THAN 1i2 ": REQUIRES CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 3.6 45 GROUND AND FLOOR SURFACES4. SU CES SHALL BE FIRM STABLE AND SLIP - RESISTANT. IF CARPET IS USED REFER TO REQUIREMENTSQ UNDER ELEMENT 5: ACCESSIBLE ROUTE). 4.29 DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR ARES. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING 36" WIDE, COMPLYING WITH THE REQUIREMENTS BELOW. AT REFLECTING POOLS. THE EDGES OF REFLECTING POOLS NOT PROTECTED BY RAILINGS, WALLS, OR CURBS, SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH THE REQUIREMENTS BELOW. DETECTABLE WARNINGS. SURFACE SHALL CONSIST OF A RAISED TRUNCATED DOMES WITH THE FOLLOWING FEATURES: DIAMETER: 0.9" NOMINAL HEIGHT: 0.2" NOMINAL THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 4.54 GRATINGS IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEY SHALL HAVE SPACES NO GREATER THAN 112" WIDE INN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEN THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 4.1.2(3) 4.41 PROTRUDING OBJECT OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR OR GROUND. PROTRUDING OBJECTS HALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 9 DETAIL 5.1 w MAX IwAR WOO NY AMOUNT DETAIL 5.2 3 - ELEMENT 2: ACCESSIBLE PARKING DETAIL 5.3 N 4.1.2(5)(C) PASSENGER LOADING ZONES IF PASSENGER LOADING ZONES ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH THIS SECTION. 4.1.2(5)(3) VALET PARKING VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE COMPLYING WITH THIS SECTION. VALET PARKING FACILITIES ARE NOT REQUIRED TO PROVIDE ACCESSIBLE PARKING SPACES. IT IS RECOMMENDED THAT SOME ACCESSIBLE SELF - PARKING SPACES BE PROVIDED, AS SOME PERSONS WITH DISABILITIES HAVE VEHICLES EQUIPPED WITH SPECIAL CONTROLS WHICH MAY NOT BE OPERABLE BY A PARKING ATTENDANT.) 4.6.2 4.1.2(5)(B) LOCATION ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. ALL VAN ACCESSIBLE SPACES MAY BE GROPED ON ONE LEVEL OF PARKING STRUCTURE. UNIVERSAL' SPACES, WHEN PROVIDED, MAY ALSO BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE). IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE FACILITY. 4.1.2(5)(A) 4.6.3 STANDARD' ACCESSIBLE SPACES ACCESSIBLE SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 96" ACCESS AISLE WIDTH: 60" VERTICAL CLEARANCE: 80" 4.1.2(5)(B) 4.6.5 'VAN ACCESSIBLE' SPACES VAN ACCESSIBLE' SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 96" ACCESS AISLE WIDTH: 96" VERTICAL CLEARANCE: 98" (AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE SPACE) A4.6 'UNIVERSAL' ACCESSIBLE SPACES UNIVERSAL' PARKING DESIGN SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: PARKING SPACE WIDTH: 132" ACCESS AISLE WIDTH: 60" VERTICAL CLEARANCE: 98" (AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE SPACE) 4.6.5 PASSENGER LOADING ZONES PASSENGER LOADING ZONES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: VEHICLE PULL -UP SPACE WIDTH: (NOT SPECIFIED) ACCESS AISLE WIDTH: 60" ACCESS AISLE LENGTH: 20" (ADJACENT AND PARALLEL TO VEHICLE SPACE) VERTICAL CLEARANCE: 114" (AT LOADING ZONE AND ALONG AT LEAST ONE VEHICULAR ROUTE TO THE LOADING ZONE). 4.6.3 ACCESS AISLE PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 4.6.3 4.6.6 SLOPE PARKING SPACES, PASSENGER LOADING ZONES, AND ACCESS AISLES SHALL HAVE A MAXIMUM SLOPE OF 1:50 (2 %) IN ALL DIRECTIONS. (CURB RAMPS ARE NOT PERMITTED WITHIN THE REQUIRED AREA OF ACCESS AISLES AND LOADING ZONES.) 4.1.2(7)(D) 4.6.4 SIGNAGE ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE' SPACES SHALL HAVE AN ADDITIONAL SIGN STATE 'VAN-ACCESSIBLE' BELOW THE SYMBOL OF ACCESSIBILITY. (THIS ADDITIONAL SIGN IS NOT REQUIRED WHEN ALL UNIVERSAL' ACCESSIBLE SPACES ARE PROVIDED.) ACCESSIBLE PASSENGER LOADING ZONES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. F ELEMENT 3: CURB RAMPS 4.7.2 4.8.2 4.1.6(3)(A) SLOPE LEAST POSSIBLE SLOPE SHALL BE USED. MAXIMUM SLOPE: 1:12 TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPE OF ADJACENT SURFACES: 1:20. ALTERATIONS/EXISTING CONDITIONS: WHERE SPACE LIMITATION PROHIBIT USE OF 1:12 RAMP, FOLLOWING SLOPES ARE ACCEPTABLE: MAX. RISE OF 6 ": 1:10 TO 1:12 SLOPE MAX. RISE OF 3": 1:8 T01:10 SLOPE SLOPE GREATER THAN 1:8 IS PROHIBITED, 4.7.3 CLEAR WIDTH MINIMUM: 36" 4.7.4,4.5 SURFACE SHALL BE FIRM, STABLE, AND SLIP - RESISTANT. 4.75 SIDES IF LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE RAMP, THE SIDES OF THE RAMP SHALL BE FLARED, WITH A MAXIMUM SLOPE OF 1:10, IF THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP IS LESS THAN 48" WIDE, THE FLARED SIDES SHALL HAVE A MAXIMUM SLOPE OF 1:12, RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. 4.7.6 BUILT -UP CURB RAMPS SHALL BE LOCATED SO THEY DO NOT PROJECT INTO TRAFFIC LANES. 4.7.7 429.2 DETECTABLE WARNINGS REQUIRED FOR FULL WIDTH AND DEPTH OF RAMP. SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING FEATURES: DIAMETER: 0.9" NOMINAL HEIGHT: 0.2" NOMINAL CENTER TO CENTER SPACING: 2.35" NOMINAL THE SURFACE SHALL CONTRACT VISUALLY WITH ADJOINING SURFACES. THE MATERIAL PROVIDING CONTRACT SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. 4.7.8 OBSTRUCTIONS SHALL BE LOCATED TO PREVENT OBSTRUCTION BY PARKED VEHICLES. 4.7.9 LOCATION AT MARKED CROSSINGS IF AT MARKED CROSSING, SHALL BE FULLY CONTAINED WITHIN MARKED AREA, EXCLUDING FLARED SIDES. 4.7.10 DIAGONAL CURB RAMPS WITH RETURNED CURB, MUST BE PARALLEL TO PEDESTRIAN FLOW, IF AT MARKED CROSSING, MINIMUM 48" WIDE AREA AT BOTTOM OF RAMP SHALL BE CONTAINED WITHIN THE MARKED CROSSING. IF FLARED SIDES, AT LEAST 24" OF STRAIGHT CURB REQUIRED WITHIN CROSSING AREA. 4.7 11 ISLANDS ANY RAISED ISLANDS IN CROSSING SHALL EITHER BE CUT THROUGH LEVEL WITH THE STREET, OR SHALL HAVE CURB RAMPS EACH SIDE, WITH MINIMUM 48" LONG LEVEL AREA BETWEEN. ADJOINING SLOPE SHALL NOT EXCEED 120 IF X IS LESS THAN 6B' FLARED SIDE THEN THE SLOPE OF THE FIPAED RAMP & SIDES SHALL SIDES SHALL NOT EXCEED 1.12 HAVE DETECTABLE WARNINGS DETAIL 3.1 i 1 10 ELEMENT 4: ENTRANCES 4.1.3(8)(A)(II) MINIMUM NUMBER THE NUMBER OF ACCESSIBLE ENTRANCES SHALL BE EQUIVALENT TO THE NUMBER OF EXITS REQUIRED BY THE APPLICABLE BUILDINGIFIRE CODE. (EXAMPLE: IF A BUILDING IS BEING DESIGNED WITH 5 PUBLIC ENTRANCES AND 4 EXITS ARE REQUIRED BY LOCAL CODE THEN AT LEAST 4 OF THE PUBLIC ENTRANCES MUST BE ACCESSIBLE NOTE: THIS SECTION DOES NOT REQUIRE AN INCREASE IN THE PLANNED NUMBER OF ENTRANCES TO A BUILDING: E.G. IF A BUILDING IS BEING DESIGNED WITH 3 PUBLIC ENTRANCES, AND 4 EXITS ARE REQUIRED BY LOCAL CODE, ALL 3 PUBLIC ENTRANCES MUST BE ACCESSIBLE, BUT A FOURTH ACCESSIBLE ENTRANCE NEED NOT BE ADDED,) 4.1.3(8)(A)(III) WHERE REQUIRED AN ACCESSIBLE ENTRANCE SHALL BE PROVIDED TO EACH TENANCY IN A FACILITY (E.G. INDIVIDUAL STORES IN A STRIP SHOPPING CENTER). 4.1.3(8)(8)(1) WHERE REQUIRED IF DIRECT PEDESTRIAN ACCESS IS PROVIDED INTO THE BUILDING FROM AN ENCLOSED PARKING GARAGE, AT LEAST ONE ENTRANCE FROM THE GARAGE TO THE BUILDING SHALL BE ACCESSIBLE. 4.1.3(8)(B)(11) WHERE REQUIRED IF PEDESTRIAN ACCESS IS PROVIDED FROM PEDESTRIAN TUNNELS OR ELEVATED WALKWAYS, AT LEAST ONE BUILDING ENTRANCE FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. 41,3(8)(C) WHERE REQUIRED IF THE ONLY ENTRANCE TO A BUILDING, OR TENANCY IN A FACILITY, IS A SERVICE ENTRANCE, THE ENTRANCE SHALL BE ACCESSIBLE. 4.1.3(8)(C) LOCATION WHERE FEASIBLE, ACCESSIBLE ENTRANCES SHALL BE THE ENTRANCES USED BY THE MAJORITY OF PEOPLE VISITING OR WORKING IN THE BUILDING. 4.1.2(7)(D) 4.1.3(8)(D) 4.1.6(1)(H) 4.30 SIGNAGE WHEN ALL ENTRANCES ARE NOT ACCESSIBLE, ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ENTRANCES WHICH ARE NOT ACCESSIBLE INCLUDING ALTERED ENTRANCES WHICH ARE NOT MADE ACCESSIBLE) SHALL HAVE DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE. THE SIGNAGE SHALL COMPLY WITH THE REQUIREMENTS FOR: CHARACTER PROPORTION CHARACTER HEIGHT FINISH AND CONTRAST (REFER TO ELEMENT 16: SIGNAGE FOR SPECIFIC REQUIREMENTS.) THIS SIGNAGE SHALL BE INSTALLED IN A LOCATION WHICH WILL PREVENT A PERSON WITH A DISABILITY FROM HAVING TO RETRACE HIS APPROACH ROUTE TO THE INACCESSIBLE ENTRANCE. 4.1.3(7)(A) DOORS AT EACH ACCESSIBLE ENTRANCE, AT LEAST ONE DOOR SHALL BE ACCESSIBLE. ELEMENT 5: ACCESSIBLE ROUTE - INTERIOR 4.1.3(1) WHERE REQUIRED AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. 4.3.2(4) WHERE REQUIRED AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLE DWELLING UNIT WITH THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE ACCESSIBLE DWELLING UNIT. 4.1.3(5) 4.1.6(1)(K)(11) WHERE REQUIRED IN MULTI -STORY BUILDINGS NOT REQUIRED TO HAVE AN ELEVATOR (REFER TO ELEMENT 8: ELEVATORS), FLOORS LOCATED ABOVE AND BELOW THE ACCESSIBLE GROUND FLOOR ENTRANCE SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS 1 -20. IN EXISTING MULTISTORY BUILDINGS WITHOUT AN ELEVATOR, ALTERATIONS TO FLOORS ABOVE AND BELOW THE ACCESSIBLE GROUND FLOOR SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS 1 -20. 4.3.3 WIDTH MINIMUM CLEAR WIDTH: 36" (EXCEPT AS ALLOWED AT DOORS). 4.3.3 WIDTH AT TURNS 36" CLEAR WIDTH IS PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48 ". CLEAR WIDTH WITH TURNS AROUND AN OBSTRUCTION LESS THAN 48" WIDE SHALL BE 42" MINIMUM, WITH 48" MINIMUM WIDTH AT TURN. 4.3.4 PASSING SPACE IF AN ACCESSIBLE ROUTE IS LESS THAN 60" (WIDE, PASSING SPACES ARE REQUIRED AT MAXIMUM 200' INTERVALS, PASSING SPACE MAYBE EITHER 60" BY 60" SPACE, OR A T- INTERSECTION OF TWO WALKS OR CORRIDORS. 4.3.5 4.4.2 HEADROOM MINIMUM CLEAR HEADROOM: 80" IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 ', A BARRIER SHALL BE PROVIDED. 4.3.7 SLOPE RUNNING SLOPE SHALL NOT EXCEED 1:20. (IF SLOPE EXCEEDS 1:20, REFER TO'RAMPS' SECTION). CROSS SLOPE SHALL NOT EXCEED 1:50 (2 %). 4.3.8 4.5.2 4.1.6(1)(F) CHANGES IN LEVEL UP TO 114 ": REQUIRES NO EDGE TREATMENT (VERTICAL EDGE PERMITTED). 1470 V2 ": EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. GREATER THAN tit ": REQUIRES A RAMP, ELEVATOR, OR PLATFORM LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. ALTERATIONS/EXISTING CONDITIONS: IF AN ESCALATOR OR STAIR IS ADDED WHERE NONE EXISTED PREVIOUSLY, AND MAJOR STRUCTURAL MODIFICATIONS ARE NECESSARY FOR SUCH INSTALLATION, THEN A MEANS OF ACCESSIBLE VERTICAL ACCESS (RAMP, ELEVATOR, OR PLATFORM LIFT) SHALL BE PROVIDED. 4.3.6 4.5 GROUND AND FLOOR SURFACES SHALL BE FIRM, STABLE, AND SLIP RESISTENT. (IF GRATINGS ARE USED, REFER TO REQUIREMENTS UNDER ELEMENT 1: ACCESSIBLE ROUTE.) 4.5.3 CARPET IF CARPET IS USED, IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY ATTACHED, A FIRM CUSHION, PAD, OR BACKING (OR NONE); A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUTIUNCUT PILE TEXTURE; MAXIMUM PILE THICKNESS 112 "; EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 3 1 4 1 5 0 4.4.1 PROTRUDING OBJECTS OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR OR GROUND, PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 4.2,4 CLEAR FLOOR SPACE THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR IS 30" BY 48 ", AND MAY BE POSITIONED FOR EITHER A FORWARD OR PARALLEL APPROACH. IF A FORWARD APPROACH CLEAR FLOOR SPACE EXTENDS MORE THAN 24" INTO AN ALCOVE, THE MINIMUM ALCOVE WIDTH SHALL BE 36 ". IF A PARALLEL APPROACHED CLEAR FLOOR SPACE EXTENDS MORE THAN 15" INTO AN ALCOVE, THE MINIMUM ALCOVE LENGTH SHALL BE 60 ". 4.2.5 REACH RANGES IF A CLEAR FLOOR SPACE ALLOWS ONLY A FORWARD APPROACH, THE MAXIMUM HIGH FORWARD REACH SHALL BE 48 ". THE MINIMUM LOW FORWARD REACH SHALL BE 15 ". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE MET: KNEE SPACE BELOW OBSTRUCTION SHALL EQUAL OR EXCEED REACH LENGTH REQUIRED ABOVE THE OBSTRUCTION. IF THE OBSTRUCTION IS LESS THAN 20" DEEP, THE MAXIMUM HIGH FORWARD REACH SHALL BE 48 ". IF THE OBSTRUCTION IS 20 -25" DEEP, THE MAXIMUM HIGH FORWARD REACH SHALL BE 44 ", IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH, THE MAXIMUM HIGH SIDE REACH SHALL BE 54 ". THE MINIMUM LOW SIDE REACH SHALL BE 9 ". IF THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE FOLLOWING CONDITIONS SHALL BE MET: OBSTRUCTION SHALL BE 34" MAXIMUM IN HEIGHT, 24" IN DEPTH, MAXIMUM HIGH SIDE REACH SHALL BE 461 4.1.3(13) 4.27 CONTROLS AND OPERATING MECHANISMS ALL CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, AND AS PARTS OF ACCESSIBLE ELEMENTS, SHALL COMPLY WITH THE FOLLOWING. 1. CLEAR FLOOR SPACE SHALL BE PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH. 2. HEIGHTS OF ALL OPERABLE PORTIONS SHALL COMPLY WITH THE REACH RANGES ABOVE. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON'AALLS SHALL BE 15" MINIMUM ABOVE THE FLOOR. EXCEPTION: THE HEIGHT REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.1.3(9) 4.1,6(1)(G) 4.3.10 MEANS OF EGRESS IN BUILDINGS OR FACILITIES, OR PORTIONS OF BUILDINGS AND FACILITIES, REQUIRED TO BE ACCESSIBLE, ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS REQUIRED FOR EXITS BY LOCAL BUILDING/LIFE SAFETY REGULATIONS. ACCESSIBLE ROUTES SERVING ANY SPACE OR ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS FOR EMERGENCIES OR CONNECT TO AN ACCESSIBLE AREA OF RESCUE ASSISTANCE. WHERE A REQUIRED EXIT FROM AN OCCUPIABLE LEVEL ABOVE OR BELOW A LEVEL OR ACCESSIBLE EXIT DISCHARGE IS NOT ACCESSIBLE AN AREA OF RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH LEVEL (IN A NUMBER EQUAL TO THAT OF INACCESSIBLE REQUIRED EXITS). AREAS OF RESCUE ASSISTANCE SHALL COMPLY WITH REQUIREMENTS LISTED BELOW, EXCEPTION: A HORIZONTAL EXIT, MEETING THE REQUIREMENTS OF LOCAL BUILDINGILIFE SAFETY REGULATIONS, SHALL SATISFY THE REQUIREMENT FOR AN AREA OF RESCUE ASSISTANCE. EXCEPTION: AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED IN BUILDINGS OR FACILITIES HAVING A SUPERVISED AUTOMATIC SPRINKLER SYSTEM. 4.3.11 AREAS OF RESCUE ASSISTANCE LOCATION AND CONSTRUCTION: AN AREA OF RESCUE ASSISTANCE SHALL BE ONE OF THE FOLLOWING: 1. A PORTION OF A STAIRWAY LANDING WITHIN A SMOKEPROOF ENCLOSURE COMPLYING 0 mi LMRL r'Yd10YrtEMIEN i 1. Z A PORTION OF AN EXTERIOR EXIT BALCONY (COMPLYING WITH LOCAL REQUIREMENTS) LOCATED IMMEDIATELY ADJACENT TO AN EXIT STAIRWAY. OPENINGS TO THE INTERIOR OF THE BUILDING LOCATED WITHIN 20' OF THE AREA OF RESCUE ASSISTANCE SHALL BE PROTECTED WITH FIRE ASSEMBLIES HAVING A 314 HOUR FIRE PROTECTION RATING. 3. A PORTION OF A 1 HOUR FIRE - RESISTIVE CORRIDOR (COMPLYING WITH LOCAL REQUIREMENTS) LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE. 4. A VESTIBULE LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE AND CONSTRUCTED TO THE SAME FIRE - RESISTIVE STANDARDS AS REQUIRED FOR CORRIDORS AND OPENINGS. 5. A PORTION OF A STAIRWAY LANDING WITHIN AN EXIT ENCLOSURE WHICH IS VENTED TO THE EXTERIOR AND IS SEPARATED FROM THE INTERIOR OF THE BUILDING WITH NOT LESS THAN 1 HOUR FIRE - RESISTIVE DOORS, 6. WHEN APPROVED BY THE APPROPRIATE LOCAL AUTHORITY, AN AREA OR ROOM WHICH IS SEPARATED FROM OTHER PORTIONS OF THE BUILDING BY A SMOKE BARRIER. SMOKE BARRIERS SHALL HAVE A FIRE - RESISTIVE RATING OF NOT LESS THAN 1 HOUR AND SHALL COMPLETELY ENCLOSE THE AREA OR ROOM. DOORS IN THE SMOKE BARRIER SHALL BE TIGHT - FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES AND SHALL BE SELF -OR AUTOMATIC- CLOSING. THE AREA OR ROOM SHALL BE PROVIDED WITH AN EXIT DIRECTLY TO AN EXIT ENCLOSURE. WHERE THE ROOM OR AREA EXITS INTO AN EXIT ENCLOSURE WHICH IS REQUIRED TO BE OF MORE THAN 1 HOUR FIRE - RESISTIVE CONSTRUCTION, THE ROOM OR AREA SHALL HAVE THE SAME FIRE - RESISTIVE CONSTRUCTION INCLUDING THE SAME OPENING PROTECTION AS REQUIRED FOR THE ADJACENT EXIT ENCLOSURE. 7. AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS AND ADJACENT LOBBIES ARE PRESSURIZED AS REQUIRED FOR SMOKEPROOF ENCLOSURES BY LOCAL REGULATIONS. SUCH PRESSURIZATION SYSTEM SHALL BE ACTIVATED BY SMOKE DETECTORS ON EACH FLOOR LOCATED IN A MANNER APPROVED BY THE LOCAL AUTHORITY. PRESSURIZATION EQUIPMENT AND ITS DUCT WORK SHALL BE SEPARATED FROM OTHER PORTIONS OF THE BUILDING BY A MINIMUM 2 HOUR FIRE - RESISTIVE CONSTRUCTION, SIZE: EACH AREA OF RESCUE ASSISTANCE SHALL PROVIDE A MINIMUM OF 2 ACCESSIBLE SPACES EACH BEING NOT LESS THAN 30" BY 48 ". THESE SPACES SHALL NOT ENCROACH ON ANY REQUIRED EXIT WIDTH. THE TOTAL NUMBER OF SPACES PER STORY SHALL NOT BE LESS THAN 1 PER 200 PERSONS OF CALCULATED OCCUPANT LOAD SERVED BY THE AREA OF RESCUE ASSISTANCE. EXCEPTION: THE LOCAL AUTHORITY MAY REDUCE THE MINIMUM NUMBER OF SPACES TO 1 FOR EACH AREA OF RESCUE ASSISTANCE ON FLOORS WHERE THE OCCUPANT LOAD IS LESS THAN 200. STAIRWAY WIDTH: EACH STAIRWAY ADJACENT TO AN AREA OF RESCUE ASSISTANCE SHALL HAVE A MINIMUM CLEAR WIDTH OF 48" BETWEEN HANDRAILS. TWO -WAY COMMUNICATION: A METHOD OF TWO -WAY COMMUNICATION, WITH BOTH VISIBLE AND AUDIBLE SIGNALS, SHALL BE PROVIDED BETWEEN EACH AREA OF RESCUE ASSISTANCE AND THE PRIMARY BUILDING ENTRY. THE FIRE DEPARTMENT OR LOCAL AUTHORITY MAY APPROVE A LOCATION OTHER THAN THE PRIMARY ENTRY, IDENTIFICATION: EACH AREA OF RESCUE ASSISTANCE SHALL BE IDENTIFIED BY A SIGN WHICH STATES "AREA OF RESCUE ASSISTANCE" AND DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL BE ILLUMINATED WHEN EXIT SIGN ILLUMINATION IS REQUIRED. SIGNAGE SHALL ALSO BE INSTALLED AT ALL INACCESSIBLE EXITS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION TO AREAS OF RESCUE ASSISTANCE. IN EACH AREA OF RESCUE ASSISTANCE, INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE POSTED ADJOINING THE TWO -WAY COMMUNICATION SYSTEM. ELEMENT 6: RAMPS 4.8.1 WHERE REQUIRED WHEREVER THE SLOP OF THE ACCESSIBLE ROUTE EXCEEDS 1:20 (5 %). 4.8.2 SLOPE LEAST POSSIBLE SLOP SHALL BE USED MAXIMUM SLOPE 1:12 TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES MAXIMUM SLOPE OF ADJACENT SURFACES: 1:20 4.8.3 CLEAR WIDTH MINIMUM: 36 4.8.4 LANDINGS LEVEL LANDINGS REQUIRED AT TOP AND BOTTOM OF EACH RUN, WITH THE FOLLOWING FEATURES: 1. MINIMUM WIDTH: EQUAL TO WIDTH OF RAMP. 2. LENGTH: MINIMUM 60 "CLEAR. 3. IF RAMP CHANGES DIRECTION AT LANDING, LANDING SHALL BE MINIMUM 60" BY 60 ". 4. IF DOORWAY IS LOCATED AT LANDING, MANEUVERING SPACE IS REQUIRED (REFER TO ELEMENT 10: DOORS). 4.8.5 HANDRAILS REQUIRED IF: RISE EXCEEDS 6: OR RUN (HORIZONTAL PROJECTION) EXCEEDS 72 ". SHALL BE PROVIDED ON BOTH SIDES OF RAMPS. INSIDE RAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS. WHERE NOT CONTINUOUS, RAILS SHALL EXTEND AT LEAST 12" BEYOND TOP AND BOTTOM OF RAMP, PARALLEL TO GROUND SURFACE. HEIGHT: 34 -38" ABOVE RAMP SURFACE. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1- 112 ". GRIPPING SURFACES SHALL BE CONTINUOUS (UNINTERRUPTED). ENDS SHALL BE ROUNDED, OR RETURNED SMOOTHLY TO FLOOR, WALL, OR POST. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1- 114" TO 1 -112 ", OR SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS 3" DEEP MAXIMUM AND EXTENDS 18" MINIMUM ABOVE THE TOP OF THE HANDRAIL, RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 ". 4.8.6 CROSSSLOPE MAXIMUM CROSS SLOPE OF RAM SURFACE SHALL BE 1:50. 4.8.6, 4.5 SURFACES RAMP SURFACE SHALL BE FIRM, STABLE, AND SLIP - RESISTENT (IF CARPETED, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTES.) 4.8.7 EDGE PROTECTION RAMPS AND LANDINGS WITH VERTICAL SIDE DROP -OFFS SHALL HAVE WALL S, RAILINGS, G , PROJECTING SURFACES, OR MINIMUM 7 HIGH CURBS, TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP 4.8.8 OUTDOOR CONDITIONS OUTDOOR RAMPS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THEIR WALKING SURFACES. 6 1 7 1 8 ELEMENT 7: STAIRS 4.1,3(4) WHEN APPLICABLE INTERIOR AND EXTERIOR STAIRS CONNECTING LEVELS NOT SERVED BY AN ELEVATOR, RAMP, OR OTHER ACCESSIBLE MEANS OF VERTICAL ACCESS SHALL COMPLY WITH THIS SECTION, 4.9.2 TREADS AND RISERS ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD WIDTHS. MINIMUM TREAD DEPTH SHALL BE 11 ", MEASURED FROM RISER TO RISER (NOT INCLUDING NOSING). OPEN RISERS ARE NOT PERMITTED. 4.93 NOSINGS UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. RADIUS OF CURVATURE AT LEADING TREAD EDGE SHALL NOT EXCEED 1i2 ". RISERS SHALL BE SLOPED OR UNDERSIDE OF NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60. NOSINGS SHALL PROJECT NO MORE THAN 1 -112 ". 4.9.4 HANDRAILS REQUIRED ON BOTH SIDES OF ALL STAIRS. INSIDE RAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS. WHERE NOT CONTINUOUS, HANDRAIL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: TOP OF STAIR FLIGHTS: PARALLEL TO FLOOR, 12" MINIMUM BEYOND TOP RISER NOSING. BOTTOM OF STAIR FLIGHTS: CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER, PLUS 12" MINIMUM PARALLEL TO FLOOR. HEIGHT: 34 " -38 ", MEASURED FROM STAIR NOSING. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1.112 ". GRIPPING SURFACES SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. ENDS SHALL BE ROUNDED, OR RETURNED SMOOTHLY TO FLOOR, WALL, OR POST. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. 4.26.2 HANDRAILS DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1- 114" TO 1- 112 ", OR SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS 3" DEEP MAXIMUM AND EXTENDS 18" MINIMUM ABOVE THE TOP OF THE HANDRAIL. 4.26.4 HANDRAILS RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 ". 4.9.6 OUTDOOR CONDITIONS OUTDOOR STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. ELEMENT 8: ELEVATORS 4.10.1 GENERAL ELEVATORS SHALL COMPLY WITH ASMEIANSI A17.1 -1990, SAFETY CODE FOR ELEVATORS AND ESCALATORS, FREIGHT ELEVATORS SHALL NOT BE CONSIDERED AS MEETING THE REQUIREMENTS OF THIS SECTION UNLESS THE ONLY ELEVATORS PROVIDED ARE USED AS COMBINATION PASSENGER AND FREIGHT ELEVATORS FOR THE PUBLIC AND EMPLOYEES. 4.10.2 AUTOMATIC OPERATION ELEVATOR OPERATION SHALL BE AUTOMATIC. EACH CAR SHALL HAVE A SELF - LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO FLOOR LANDING WITHIN A TOLERANCE OF 112" UNDER RATED LOADING AND ZERO LOADING CONDITIONS. THIS SELF - LEVELING FEATURE SHALL BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT FOR UNDERTRAVEL AND OVERTRAVEL. 4.10.3 HALL CALL BUTTONS SHALL BE CENTERED 42" ABOVE FLOOR. SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND ANSWERED. MINIMUM SIZE: 314" IN THE SMALLEST DIMENSION, UP" BUTTON SHALL BE ABOVE "DOWN" BUTTON, BUTTONS SHALL BE RAISED OR FLUSH, OBJECTS MOUNTED BENEATH BUTTONS SHALL NOT PROJECT MORE THAN 4" FROM THE WALL. 4.10.4 HALL LANTERNS A'Ot50LE AND A' "L 12'LE S1G14AL SHALL HE FrROVEYED Ai EA0fi HdISiVv9f ENi'RNNCE IO'IWiACAie WHICH CAR IS ANSWERING A CALL. AUDIBLE SIGNALS SHALL SOUND ONCE FOR "UP ", TWICE FOR "DOWN", OR SHALL HAVE VERBAL ANNUNCIATORS THAT SAY"UP"OR "DOWN ". VISIBLE SIGNALS SHALL HAVE THE FOLLOWING FEATURES: 1. FIXTURES SHALL BE MOUNTED WITH CENTERLINE AT LEAST 72" ABOVE THE LOBBY FLOOR. 2. VISUAL ELEMENTS SHALL BE AT LEAST 2 -112" IN THE SMALLEST DIMENSION. 3. SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF THE HALL CALL BUTTON. IN -CAR LANTERNS, CONFORMING WITH THE ABOVE REQUIREMENTS, SHALL BE ACCEPTABLE. 4.10.5 4.30.4 CHARACTERS ON HOISTWAY ENTRANCES ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDED ON BOTH JAMBS. CHARACTERS SHALL BE CENTERED 60" ABOVE FINISH FLOOR. CHARACTERS SHALL BE 2 "HIGH RAISED 1.32 UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 4.10.6 4.1.6(3)(1) DOOR PROTECTIVE AND REOPENING DEVICE ELEVATOR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. DOORS SHALL HAVE A REOPENING DEVICE THAT WILL STOP AND REOPEN A CAR DOOR IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT FOR AN OBSTRUCTION PASSING THROUGH THE OPENING AT HEIGHTS OF 5" AND 29" ABOVE FINISH FLOOR. DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS, AFTER SUCH INTERVAL DOORS MAY CLOSE IN ACCORDANCE WITH ASMEIANSI A17.1 -1990. 4.10.7 DOOR AND SIGNAL TIMING FOR HALL CALLS THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL DOORS BEGIN TO CLOSE SHALL BE CALCULATED AS FOLLOWS: T=D/(1.5 FT/S) OR T= DI(445 MMIS) T =TIME IN SECONDS D= DISTANCE (IN FT OR MM) FROM POINT 60" DIRECTLY IN FRONT OF FARTHEST CALL BUTTON TO CENTERLINE OF HOISTWAY DOOR, THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE 5 SECONDS. 4.10.8 DOOR DELAY FOR CAR CALLS THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO A CALL SHALL BE 3 SECONDS. 4.10.9 4.1.6(3)(11) FLOOR PLANS OF ELEVATOR CARS SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR, MANEUVER WITHIN REACH OF CONTROLS, AND EXIT THE CAR. DOORS SHALL PROVIDE 36" CLEAR MINIMUM. CAB DEPTH: 51" MINIMUM, WITH 54" MINIMUM FROM REAR OF CAB TO INSIDE FACE OF DOOR. CAB WIDTH: SIDE OPENING DOOR-68" MINIMUM; CENTER OPENING DOOR-80' MINIMUM. CLEARANCE BETWEEN CAR PLATFORM SILL AND EDGE OF HOISTWAY LANDING SHALL BE 1 -114" MAXIMUM. 4.10.10 4.5 FLOOR SURFACES SHALL BE FIRM, STABLE, AND SLIP- RESISTENT. IF CARPET IS USED,IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY ATTACHED; A FIRM CUSHION, PAD, OR BACKING (OR NONE); A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUT/UNCUT PILE TEXTURE; MAXIMUM PILE THICKNESS: 112" EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 4.10.11 ILLUMINATION LEVELS ILLUMINATION LEVEL AT CONTROLS, PLATFORM AND THRESHOLD AND LANDING SHALL BE MINIMUM 5 FOOT CANDLES. 4.10.12(1) CAR CONTROLS: BUTTONS SIZE: 314" MINIMUM IN LEAST DIMENSION. BUTTONS SHALL BE RAISED OR FLUSH. 4.10.12(2) CAR CONTROLS: CONTROL INDICATORS ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC SYMBOLS FOR NUMERALS, OR STANDARD SYMBOLS AS REQUIRED IN ASMEIANSI A17.1 -1990, CHARACTERS SHALL BE 518" TO 2" HIGH, RAISED tiN ", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. ALL RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO WHICH THEY APPLY. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT WHEN EACH CALL IS REGISTERED AND EXTINGUISH WHEN EACH CALL IS ANSWERED. ALL FLOOR BUTTONS SHALL BE MAXIMUM 54" ABOVE FLOOR WHERE SIDE APPROACH IS PROVIDED, 48" MAXIMUM WHERE FORWARD APPROACH IS REQUIRED. EMERGENCY CONTROLS (INCLUDING ALARM AND STOP) SHALL BE GROUPED AT BOTTOM OF PANEL, WITH CENTERLINES 35" MINIMUM ABOVE FLOOR. CONTROLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER OPENING DOORS, AND AT EITHER ASIDE WALL OR THE FRONT WALL IF CARS HAVE SIDE OPENING DOORS, 4.10.13 CAR POSITION INDICATORS A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. AS THE CAR PASSES OR STOPS AT A FLOOR, THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND AN AUDIBLE SIGNAL SHALL SOUND. NUMERALS SHALL BE A MINIMUM 112" HIGH. AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH FREQUENCY NO HIGHER THAN 1500 HZ. AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE AUDIBLE SIGNAL. 4.10.14 EMERGENCY COMMUNICATIONS IF PROVIDED, EMERGENCY TWO -WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASMEANSI A17.1 -1990. HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM 48" FROM FLOOR. SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED ADJACENT TO THE DEVICE. CHARACTERS SHALL BE 518" TO 2" HIGH, RAISED 1137, UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. IF SYSTEM USES A HANDSET, MINIMUM CORD LENGTH SHALL BE 29 ". IF LOCATED IN A CLOSED COMPARTMENT, DOOR SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL REQUIRE A MAXIMUM FORCE OF 5 LBF. THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE COMMUNICATION. VOICE ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH SPEECH OR HEARING IMPAIRMENTS). 9 1 10 11 12 ELEMENT 9: PLATFORM LIFTS 13 4.1.3(5) EXCEP.4 4.1.6(3)(G) WHERE PERMITTED PLATFORM LIFTS COMPLYING WITH THIS SECTION AND ALL APPLICABLE STATE AND LOCAL CODES ARE PERMITTED ONLY UNDER THE FOLLOWING CONDITIONS: A. TO PROVIDE AN ACCESSIBLE ROUTE TO A PERFORMING AREA IN AN ASSEMBLY OCCUPANCY, B. TO COMPLY WITH WHEELCHAIR VIEWING POSITION LINE -OF -SIGHT AND DISPERSION REQUIREMENTS. C. TO PROVIDE ACCESS TO INCIDENTAL OCCUPIABLE SPACES WHICH ARE NOT OPEN TO THE GENERAL PUBLIC AND WHICH HOUSE NO MORE THAN FIVE PERSONS (IE. EQUIPMENT CONTROL ROOMS, PROJECTION BOOTHS). D. TO PROVIDE ACCESS WHERE EXISTING SITE CONSTRAINTS OR OTHER CONSTRAINTS MAKE USE OF A RAMP OR AN ELEVATOR INFEASIBLE. 4.11.2 OTHER REQUIREMENTS PLATFORM LIFTS SHALL COMPLY WITH ASMEIANSI A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS, SECTION XX,1990. 4.11.3 ENTRANCE LIFTS SHALL FACILITATE UNASSISTED ENTRY, OPERATION, AND EXIT. 4.2.4.1 CLEAR FLOOR SPACE MINIMUM 30" BY 48" SPACE IS REQUIRED FOR A SINGLE WHEELCHAIR. 4.2.4.2 MANEUVERING CLEARANCE THE PLATFORM LIFT SHALL PROVIDE MANEUVERING CLEARANCES AS REQUIRED FOR ALCOVES ON THE ACCESSIBLE ROUTE. 4.5.1 FLOOR SURFACE SHALL BE STABLE, FIRM, AND SLIP- RESISTANT. (IF CARPETED, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTE.) 4.11.2 4.27.2 CONTROLS AND OPERATING MECHANISMS CLEAR FLOOR SPACE ALLOWING A PROPER FORWARD OR PARALLEL WHEELCHAIR APPROACH TO ALL CONTROLS IS REQUIRED, HEIGHTS PERMITTED: FORWARD REACH: MINIMUM 15 ", MAXIMUM 48" SIDE REACH: MINIMUM 9 ", MAXIMUM 54" IF REACH IS OVER AN OBSTRUCTION, REFER TO REQUIREMENTS UNDER ELEMENT 5: ACCESSIBLE ROUTE) MECHANISMS 1. SHALL BE OPERABLE WITH ONE HAND. 2. SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 3. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE 5 LBF. ELEMENT 10: DOORS 4.1.3(7) WHERE APPLICABLE AT EACH ACCESSIBLE ENTRANCE TO A BUILDING OR FACILITY, AT LEAST ONE DOOR SHALL COMPLY WITH THIS SECTION. WITHIN A BUILDING OR FACILITY, AT LEAST ONE DOOR AT EACH ACCESSIBLE SPACE SHALL COMPLY WITH THIS SECTION. EACH DOOR THAT IS AN ELEMENT OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THIS SECTION. EACH DOOR SERVING AS PART OF AN ACCESSIBLE MEANS OF EGRESS OR CONNECTING TO AN AREA OF RESCUE ASSISTANCE SHALL COMPLY WITH THIS SECTION. EXCEPTION: THIS REQUIREMENT DOES NOT APPLY TO EXISTING BUILDINGS OR ALTERATIONS. 4.13.2 REVOLVING DOORS AND TURNSTILES REVOLVING DOORS OR TURNSTILES SHALL NOT BE THE ONLY MEANS OF PASSAGE AT AN ACCESSIBLE ENTRANCE OR ALONG AN ACCESSIBLE ROUTE, AN ACCESSIBLE GATE OR DOOR SHALL BE PROVIDED ADJACENT TO THE TURNSTILE OR REVOLVING DOOR AND SHALL FACILITATE THE SAME USE PATTERN. 4.13.3 GATES GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF THIS SECTION. 4.13.4 DOUBLE -LEAF DOORWAYS 1 C \ 1 T \ C T44 ^\,137 PlAY., ANNIE T Cl6 NUS£4E4Y3E4l,LY 64E4,TE6 0604, RETIE., T44E41 AT 4J5£ , O41E LEAF fh44Lj, COMPLY WITH THIS SECTION. THAT LEAF SHALL BE AN ACTIVE LEAF. 4.13.5 4.3.3 4.1.6(3)(D)(1) CLEAR WIDTH DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32" MINIMUM, WITH THE DOOR OPEN 90*, CLEAR OPENINGS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP. OPENINGS MORE THAN 24" IN DEPTH SHALL PROVIDE A CLEAR OPENING OF 36" MINIMUM, EXCEPTION, DOORS NOT REQUIRING FULL USER PASSAGE, SUCH AS SHALLOW CLOSETS, SHALL HAVE A CLEAR OPENING OF 20" MINIMUM. ALTERATIONS/EXISTING CONDITIONS: WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY WITH CLEAR OPENING REQUIREMENTS, A MAXIMUM PROJECTION OF 518" SHALL BE PERMITTED FOR THE LATCH SIDE STOP (REDUCING THE REQUIRED CLEAR OPENING TO 31 -318" MINIMUM). 4.13.6 MANEUVERING CLEARANCES THE FOLLOWING MANEUVERING CLEARANCES, IN ADDITION TO DOORWAY WIDTH, ARE REQUIRED AT SWINGING DOORS THAT ARE NOT AUTOMATIC OR POWER- ASSISTED (ALL DIMENSIONS ARE MINIMUM): 1, FRONT APPROACH TO PULL SIDE, 18" BEYOND LATCH SIDE OF DOOR, 60" PERPENDICULAR TO DOORWAY. 2. FRONT APPROACH TO PUSH SIDE IF DOOR HAS A CLOSER AND A LATCH: 12, BEYOND LATCH SIDE OF DOOR, 48" PERPENDICULAR TO DOORWAY. 3. FRONT APPROACH TO PUSH SIDE, WITHOUT CLOSER AND LATCH: SAME WIDTH AS DOORWAY, 48" PERPENDICULAR TO DOORWAY. 4. HINGE SIDE APPROACH TO PULL SIDE: 36" BEYOND LATCH SIDE OF DOOR 60" PERPENDICULAR TO DOORWAY; OR 42" BEYOND LATCH SIDE OF DOOR, 54" PERPENDICULAR TO DOORWAY. 5. HINGE SIDE APPROACH TO PUSH SIDE, IF DOOR HAS A CLOSER AND A LATCH: 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND HINGE SIDE), 48" PERPENDICULAR TO DOORWAY. 6. HINGE SIDE APPROACH TO PUSH SIDE, WITHOUT CLOSER AND LATCH: 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND HINGE SIDE), 42" PERPENDICULAR TO DOORWAY. 7. LATCH SIDE APPROACH TO PULL SIDE, WITHOUT CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 54" PERPENDICULAR TO DOORWAY. 8, LATCH SIDE APPROACH TO PULL SIDE, WITHOUT CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 48" PERPENDICULAR TO DOORWAY. 9. LATCH SIDE APPROACH TO PUSH SIDE, IF DOOR HAS CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 48" PERPENDICULAR TO DOORWAY. 10 LATCH SIDE APPROACH TO PUSH SIDE, WITHOUT CLOSER: 24" BEYOND LATCH SIDE OF DOOR, 42" PERPENDICULAR TO DOORWAY. THE FOLLOWING MANEUVERING CLEARANCES, IN ADDITION TO DOORWAY WIDTH, ARE REQUIRED AT SLIDING AND FOLDING DOORS THAT ARE NOT AUTOMATIC OR POWER- ASSISTED (ALL DIMENSIONS ARE MINIMUM): 1. FRONT APPROACH: SAME WIDTH AS DOORWAY, 48" PERPENDICULAR TO DOORWAY. 2. SLIDE SIDE APPROACH, 54" PARALLEL TO DOORWAY (FROM LATCH SIDE, EXTENDING BEYOND SLIDE SIDE), 42" PERPENDICULAR TO DOORWAY. 3. LATCH SIDE APPROACH: 24" BEYOND LATCH SIDE OF DOOR, 42" PERPENDICULAR TO DOORWAY. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. EXCEPTION: ENTRY DOORS TO ACUTE CARE HOSPITAL BEDROOMS FOR IN- PATIENTS ARE EXEMPT FROM THE LATCH SIDE EXTENSIONS IF THE DOOR IS AT LEAST 44" WIDE. 4.13.7 TWO DOORS IN SERIES THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48" PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 4.13.8 416(3)(D)(II) THRESHOLDS AT DOORWAYS MAXIMUM THRESHOLD HEIGHT: V7 (314" AT EXTERIOR SLIDING DOORS). RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 14 ELEMENT 11: DRINKING FOUNTAINS 15 4.1.3(10)(A) WHERE APPLICABLE WHERE ONLY ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED PER FLOOR, ACCESSIBLE DRINKING FACILITIES SHALL BE PROVIDED FOR BOTH WHEELCHAIR USERS AND FOR PERSONS WHO HAVE DIFFICULTY STOOPING OR BENDING. THIS MAY BE ACCOMPLISHED BY THE FOLLOWING MEANS: PROVIDING A "HI -LO" FOUNTAIN, WITH SPOUTS AT WHEELCHAIR AND STANDARD HEIGHT; PROVIDING AN ACCESSIBLE DRINKING FOUNTAIN COMPLYING WITH THIS SECTION AND A WATER COOLER; BY OTHER MEANS PROVIDING ACCESSIBILITY FOR EACH GROUP. 4.1.3(10)(B) WHERE REQUIRED IF MORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH THIS SECTION AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. (IF AN ODD NUMBER OF FOUNTAINS IS PROVIDED, THE 50% FIGURE CAN BE ROUNDED DOWN TO DETERMINE THE REQUIRED NUMBER OF ACCESSIBLE FOUNTAINS.) 4.15.2 SPOUT HEIGHT SPOUTS SHALL BE NO HIGHER THAN 36 ", MEASURED FROM THE FLOOR OR GROUND SURFACE TO THE SPOUT OUTLET. 4.15.3 SPOUT LOCATION SPOUTS SHALL BE LOCATED AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER FLOW IN A TRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH. IF THE FOUNTAIN HAS A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN Y OF THE FRONT EDGE OF THE FOUNTAIN. 4.15.4 CONTROLS UNIT CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. 4.274 OPERATION CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.15,5 CLEARANCES 1. WALL AND POST MOUNTED CANTILEVERED FOUNTAINS SHALL HAVE CLEAR KNEE SPACE AS FOLLOWS: MINIMUM 27" HIGH (FROM APRON BOTTOM TO FLOOR), MINIMUM 30" WIDE, AND 17" 19" DEEP. A MINIMUM 30" BY 48" CLEAR FLOOR SPACE ALLOWING A FORWARD APPROACH TO THE UNIT SHALL ALSO BE PROVIDED. 2. FREE - STANDING OR BUILT -IN UNITS NOT HAVING A CLEAR KNEE SPACE SHALL HAVE A MINIMUM 30" BY 48" CLEAR FLOOR SPACE ALLOWING A PARALLEL APPROACH TO THE UNIT. 17" 19" 3„ 0 "MIN. 30 "MIN. f \ \ z_ z_ \ z 0 I I ] m II iI 16 M, L K J DETAIL 11.1 DETAIL 11.2 DETAIL 11.3 ELEMENT 12: TOILET ROOMS AND BATHROOMS H 4.1.2(6) WHERE REQUIRED IF TOILET FACILITIES ARE PROVIDED ON A SITE, THEN EACH SUCH PUBLIC OR COMMON USE TOILET FACILITY SHALL COMPLY WITH THIS SECTION. IF BATHING FACILITIES ARE PROVIDED ON A SITE, THEN EACH SUCH PUBLIC OR COMMON USE BATHING FACILITY SHALL COMPLY WITH THIS SECTION. FOR SINGLE USER PORTABLE TOILET OR BATHING UNITS CLUSTERED AT A SINGLE LOCATION, AT LEAST 5 %, BUT NOT LESS THAN 1 TOILET UNIT OR BATHING UNIT SHALL BE PROVIDED AT EACH CLUSTER. ACCESSIBLE UNITS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EXCEPTION: PORTABLE TOILET FACILITIES AT CONSTRUCTION SITES USED EXCLUSIVELY BY CONSTRUCTION PERSONNEL ARE NOT REQUIRED TO COMPLY. 4.1.3(11) 4.1.6(3)(E) 4.1.7(3)(C) WHERE REQUIRED IF TOILET ROOMS ARE PROVIDED, THEN EACH PUBLIC OR COMMON USE TOILET ROOM SHALL COMPLY WITH THIS SECTION. OTHER TOILET ROOMS PROVIDED FOR THE SPECIFIC USE OF OCCUPANTS OF SPECIFIC SPACES (E.G. A PRIVATE TOILET ROOM FOR A PRIVATE OFFICE) SHALL BE ADAPTABLE. (ROOM WILL NEED TO BE Ca CAPABLE OF COMPLYING WITH THIS SECTION.) IF BATHING ROOMS ARE PROVIDED, THEN EACH SUCH PUBLIC AND COMMON USE BATHROOM SHALL COMPLY WITH THIS SECTION. 4.22.1 LOCATION ACCESSIBLE TOILET ROOMS AND BATHROOMS SHALL BE ON AN ACCESSIBLE ROUTE. 4.22.2 4.23.2 DOORS DOORS TO ACCESSIBLE TOILETIBATHROOMS SHALL BE ACCESSIBLE (REFER TO ELEMENT 10: DOORS). DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 4.22.3 4233 CLEAR FLOOR SPACE ALL ACCESSIBLE FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. AN UNOBSTRUCTED TURNING SPACE IS REQUIRED WITHIN THE TOILET/BATHROOM. THIS SPACE SHALL BE EITHER A 60" DIAMETER CIRCLE OR A T- SHAPED SPACE, 60" SQUARE, WITH 36" LEGS. THE CLEAR SPACE AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE, AND THE TURNING SPACE FMAYOVERLAP. 4.1.7(7)(D) 4.1.6(3)(E)(111) SIGNAGE WHERE ALL TOILET AND BATHROOMS ARE NOT ACCESSIBLE, ACCESSIBLE TOILET AND BATHROOMS SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 4.23.7 CONTROLS AND DISPENSERS IF CONTROLS, DISPENSERS, RECEPTACLES, OR OTHER EQUIPMENT ARE PROVIDED, THEN AT LEAST ONE OF EACH TYPE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE HEIGHT, CLEAR FLOOR SPACE, AND OPERATION REQUIREMENTS SPECIFIED IN ELEMENT 5: ACCESSIBLE ROUTE. E ArTM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento r` 110, FNo209 a € r- N.3%ji, ALTERNATIONS/EXISTING CONDITIONS: \" pQI IF EXISTING THRESHOLDS ARE 314" HIGH MAXIMUM, AND HAVE (OR ARE MODIFIED TO HAVE) A BEVELED EDGE ON EACH SIDE, THEY MAY REMAIN. APPROVED SAY 2 3 22711 4.13.8 DOOR HARDWARE FOR PERMIT ISSUANCE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY SCOTT FAZEKAS & ASSOCIATES, INC. TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. Y DATE LEVER - OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLES ARE :, 'dyed for adherence to the ACCEPTABLE DESIGNS, , :; ns have been revue REVISIONScodesandordinance. Authorization, is WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE o Issue a building permit pending FROM BOTH SIDES. , need t C appi:cabla City agencies. HARDWARE REQUIRED FOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED aced o n FLOOR. e is- uance or granting of a permit L I) 0' of °hose plans shall not be con- -'rued to I E3 4.13.10 DOOR CLOSERS p fj-_t or approve any violation of the =: "licable IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM co,,,;, or ordinance. No permit presum . 1 giveuch AN OPEN POSITION OF 70, THE DOOR WILL TAKE AT LEAST 3 SECOND TO MOVE TOA POINT 3 "FROM au[nority to violate or cancel the provisior THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR, codes shall be valid. qq gg RRpp E FF EE 1 THE MAXIMUM ORCE FOR PUS ING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: I11 E3 1. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 2. OTHER DOORS a A. EXTERIOR HINGED DOORS: (NO REQUIREMENT AT THIS TIME) B. INTERIOR HINGED DOORS: 5 LBF B 13 ^ V / C. SLIDING OR FOLDING DOORS: 5 LBF THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER a DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. Z 1, IIIIIIIIIIIIIIIIIIIIIIIIIII 4.13.12 AUTOMATIC DOORS AND POWER- ASSISTED DOORS PROTOTYPE nj IF AN AUTOMATIC DOOR IS USED, THEN IT SHALL COMPLY WITH ANSIIBHMA A156.10 -1985. SLOWLY OPENING, LOW- POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A156.19 -1984. 107 X 163 Uj SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECOND AND SHALL REQUIRE NO MORE THAN 15 LBF TO STOP DOOR MOVEMENT. STORE NUMBER a IIIIIIIIIIIIIIIIIIIIIIIIIIII IF A POWER- ASSISTED DOOR IS USED, ITS DOOR OPENING FORCE SHALL COMPLY WITH FORCES LISTED - ABOVE (SEE'DOOR OPENING FORCE) AND ITS CLOSING FORCE SHALL COMPLY WITH ANSI I D A156.19 -1984, WD PROJECT NUMBER ^ RAIPD0001 v A Q 0A001a 1 12 13 14 15 16 W 40M in N- I.L N oQ 0) W U 0w Q 2 w W n 0Iii- IIIIIIIIIIIIIIIIIIIIIIII W Z NI.L Q V ) J W TM LU qq to QTOM J r` 110, FNo209 a € r- N.3%ji, ALTERNATIONS/EXISTING CONDITIONS: \" pQI IF EXISTING THRESHOLDS ARE 314" HIGH MAXIMUM, AND HAVE (OR ARE MODIFIED TO HAVE) A BEVELED EDGE ON EACH SIDE, THEY MAY REMAIN. APPROVED SAY 2 3 22711 4.13.8 DOOR HARDWARE FOR PERMIT ISSUANCE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY SCOTT FAZEKAS & ASSOCIATES, INC. TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. Y DATE LEVER - OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLES ARE :, 'dyed for adherence to the ACCEPTABLE DESIGNS, , :; ns have been revue REVISIONScodesandordinance. Authorization, is WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE o Issue a building permit pending FROM BOTH SIDES. , need t C appi:cabla City agencies. HARDWARE REQUIRED FOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED aced o n FLOOR. e is- uance or granting of a permit L I) 0' of °hose plans shall not be con- -'rued to I E3 4.13.10 DOOR CLOSERS p fj-_t or approve any violation of the =: "licable IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM co,,,;, or ordinance. No permit presum . 1 giveuch AN OPEN POSITION OF 70, THE DOOR WILL TAKE AT LEAST 3 SECOND TO MOVE TOA POINT 3 "FROM au[nority to violate or cancel the provisior THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR, codes shall be valid. qq gg RRpp E FF EE 1 THE MAXIMUM ORCE FOR PUS ING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: I11 E3 1. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 2. OTHER DOORS a A. EXTERIOR HINGED DOORS: (NO REQUIREMENT AT THIS TIME) B. INTERIOR HINGED DOORS: 5 LBF B 13 ^ V / C. SLIDING OR FOLDING DOORS: 5 LBF THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER a DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. Z 1, IIIIIIIIIIIIIIIIIIIIIIIIIII 4.13.12 AUTOMATIC DOORS AND POWER- ASSISTED DOORS PROTOTYPE nj IF AN AUTOMATIC DOOR IS USED, THEN IT SHALL COMPLY WITH ANSIIBHMA A156.10 -1985. SLOWLY OPENING, LOW- POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A156.19 -1984. 107 X 163 Uj SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECOND AND SHALL REQUIRE NO MORE THAN 15 LBF TO STOP DOOR MOVEMENT. STORE NUMBER a IIIIIIIIIIIIIIIIIIIIIIIIIIII IF A POWER- ASSISTED DOOR IS USED, ITS DOOR OPENING FORCE SHALL COMPLY WITH FORCES LISTED - ABOVE (SEE'DOOR OPENING FORCE) AND ITS CLOSING FORCE SHALL COMPLY WITH ANSI I D A156.19 -1984, WD PROJECT NUMBER ^ RAIPD0001 v A Q 0A001a 1 12 13 14 15 16 I IL J H F E 0 E3 2 1 3 1 4 1 5 1 6 ELEMENT 12.1: WATER CLOSETS 4.16.2 CLEAR FLOOR SPACE WATER CLOSETS SHALL BE LOCATED 18" FROM A SIDE WALL OR PARTITION. CLEAR WATER SPACE FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS IS REQUIRED AS FOLLOWS, DEPENDING ON APPROACH PROVIDED TO THE FIXTURE (ALL DIMENSIONS ARE MINIMUM): 1. FRONT APPROACH: 66" FROM BACK WALL, 48" FROM SIDE WALL (LAVATORY MAY PROTRUDE 12" MAXIMUM INTO CLEAR SPACE ALONG BACK WALL), 2. SIDE APPROACH: 56" FROM BACK WALL, 48" FROM SIDE WALL (LAVATORY MAY PROTRUDE 12" MAXIMUM INTO CLEAR SPACE ALONG BACK WALL). 3. FRONT AND SIDE APPROACH: 56" FROM BACK WALL, 60" FROM SIDE WALL (LAVATORY MAY NOT PROTRUDE INTO CLEAR SPACE). CLEAR FLOOR SPACE MAY BE ARRANGED TO ALLOW EITHER A LEFT- HANDED OR RIGHT - HANDED APPROACH. 4.16.3 HEIGHT THE HEIGHT TO THE TOP OF THE TOILET SEATS SHALL BE 17" TO 19 ". SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 4.16.4 4.26 GRAB BARS FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS, THE FOLLOWING GRAB BARS SHALL BE PROVIDED, 33 -36" ABOVE THE FINISH FLOOR. SIDE WALL: 42" LONG MINIMUM, 12" FROM BACK WALL. BACK WALL: 36" LONG MINIMUM, 12" MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. 4.16.5 4.27.4 FLUSH CONTROLS CONTROLS SHALL BE 44" MAXIMUM ABOVE THE FINISH FLOOR. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.16.6 DISPENSERS TOILET PAPER DISPENSERS SHALL BE INSTALLED ON THE SIDE WALL, BELOW THE GRAB BAR, A MINIMUM 19" ABOVE THE FLOOR, AND A MAXIMUM 36" FROM THE REAR WALL, DISPENSERS THAT CONTROL DELIVERY OR D NOT PERMIT CONTINUOUS00COUOUS PAPER FLOW SHALL NOT BE USED. ELEMENT 12.2: TOILET STALLS 4.22.4 WHERE APPLICABLE IF TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM, THEN AT LEAST ONE SHALL BE A STANDARD' ACCESSIBLE TOILET STALL (FOR WHEELCHAIR USERS) COMPLYING WITH THIS SECTION. IF 6 OR MORE TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM, IN ADDITION TO THE STANDARD' ACCESSIBLE STALL REQUIRED, AN ADDITION 'ALTERNATE A' ACCESSIBLE STALL (FOR AMBULATORY PERSONS WITH DISABILITIES) COMPLYING WITH THIS SECTION SHALL BE PROVIDED. 4.17.2 WATER CLOSETS WATER CLOSETS LOCATED'NITHIN TOILET STALLS SHALL COMPLY WITH ELEMENT 12.1: WATER CLOSETS. 4.17.3 SIZEAND ARRANGEMENT TOILET STALLS MAY BE ARRANGED TO PROVIDE EITHER A LEFT- OR A RIGHT -HAND APPROACH. ACCESSIBLE TOILET STALLS SHALL HAVE THE FOLLOWING DIMENSIONS: STANDARD' ACCESSIBLE STALL MINIMUM WIDTH: 60" MINIMUM DEPTH, WITH FLOOR MOUNTED WATER CLOSET, 59" MINIMUM DEPTH, WITH WALL MOUNTED WATER CLOSET: 56" DOOR: OUTWARD SWINGING (IF DOOR SWINGS INTO STALL, DEPTH SHALL BE INCREASED BY 36 ") ALTERNATE A' ACCESSIBLE STALL (REQUIRED WHEN MORE THAN 6 STALLS PROVIDED; PERMITTED IN LIEU OF'STANDARD' STALLS IN CERTAIN ALTERATIONS). WIDTH: 36" MINIMUM DEPTH: WITH FLOOR MOUNTED WATER CLOSET: 69" MINIMUM DEPTH: WITH WALL MOUNTED WATER CLOSET: 66" DOOR: OUTWARD SWINGING ALTERNATE R ACCESSIBLE STALL (PERMITTED IN LIEU OF STANDARD STALL ONLY IN CERTAIN ALTERATIONS) MINIMUM WIDTH: 48" MINIMUM DEPTH: 54" DOOR: OUTWARD SWINGING 4.17.4 TOE CLEARANCE IN'STANDARD' ACCESSIBLE STALLS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF AT LEAST T ABOVE THE FLOOR. IF THE DEPTH OF THE STALL IS GREATER THAN 60 ", THE TOE CLEARANCE IS NOT REQUIRED. 59" MIN. 42" MIN 12" MAX 42" MIN. 12" MAX. 6" MAX 36" MIN. C 4 M m -- Z J " ` gi DETAIL 12.1.1 DETAIL 12.1.2 - DETAIL 12.2.1 4.17.5 DOORS TOILET STALL DOORS, INCLUDING HARDWARE, SHALL COMPLY WITH ELEMENT 10: DOORS. IF TOILET STALL APPROACH IS FROM THE LATCH SIDE OF THE STALL DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION SHALL BE 42" MINIMUM. (THIS AN EXCEPTION FROM TYPICAL DOOR MANEUVERING CLEARANCES), 4.17.6 GRAB BARS GRAB BARS, MOUNTED 33 " -36" ABOVE THE FLOOR, SHALL BE PROVIDED AS FOLLOWS: STANDARD' ACCESSIBLE STALL: ONE 40" SIDE WALL GRAB BAR (ON NEAR WALL), ONE REAR WALL GRAB BAR. ALTERNATE A' ACCESSIBLE STALL: 42" SIDE WALL GRAB BAR EACH SIDE ALTERNATE F ACCESSIBLE STALL: ONE 42" SIDE WALL GRAB BAR (ON NEAR WALL), ONE REAR WALL GRAB BAR. SIDE WALL GRAB BAR: MINIMUM LENGTH AS INDICATED, MOUNTED 12" MAXIMUM OFF REAR WALL. REAR WALL GRAB BAR: MINIMUM LENGTH 36 ",12" MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. REFER TO ELEMENT 12.8: GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. ELEMENT 12.3: URINALS 4.182 HEIGHT URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH AN ELONGATED RIM AT 17" MAXIMUM ABOVE THE FLOOR. 4.18.3 CLEAR FLOOR SPACE A CLEAR SPACE 30" WIDE BY 48" DEEP MINIMUM SHALL BE PROVIDED IN FRONT OF URINAL TO ALLOW A FORWARD APPROACH. THIS SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE, URINAL SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF THE URINAL RIM MAY BE PROVIDED WITH 29" CLEARANCE BETWEEN THEM. 4.18.4 FLUSH CONTROLS CONTROLS SHALL BE 44" MAXIMUM ABOVE THE FINISHED FLOOR. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 48" MIN. X M °m L AV-2-- DETAIL 12.3.1 DETAIL 12 3.2 ELEMENT 12.4: LAVATORIES & MIRRORS 4,19.2 HEIGHT AND CLEARANCE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. LAVATORIES SHALL EXTEND 17" MINIMUM FROM THE WALL. CLEARANCE OF 29" MINIMUM SHALL BE PROVIDED FROM FINISH FLOOR TO BOTTOM OF APRON. KNEE CLEARANCE OF 27" MINIMUM SHALL EXTEND 8" MINIMUM UNDER THE EDGE OF THE LAVATORY. TOE CLEARANCE OF 9" MINIMUM SHALL BE PROVIDED FOR THE FULL DEPTH OF THE LAVATORY. 4.19.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. 4.19 ,4 EXPOSED PIPES AND SURFACES HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4.27.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF - CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 4.19.6 MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAXIMUM ABOVE THE FINISH FLOOR. 4.23.9 MEDICINE CABINETS IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" ABOVE THE FLOOR, MAX. DETAIL 12.5.1 K4 L 191 48" MIN. DETAIL 12.5.2 7" MIN. ELEMENT 12.5: SINKS 4.24.2 HEIGHT SINKS SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. 4.24.3 KNEE CLEARANCE KNEE CLEARANCE OF 27" HIGH MINIMUM, 30" WIDE MINIMUM, AND 19" DEEP MINIMUM SHALL BE PROVIDED UNDERNEATH SINKS. 4.24.4 DEPTH EACH SINK SHALL BE A MAXIMUM 6 -112" DEEP. 4.24.5 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE SINK, 4.24.6 EXPOSED PIPES AND SURFACES HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4.27.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF - CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. ELEMENT 12.6: BATHTUBS 4.20.1 WHEREREQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED, THEN AT LEAST ONE TUB SHALL COMPLY WITH THIS SECTION, OR AT LEAST ONE SHOWER COMPLYING WITH ELEMENT 12.7: SHOWER STALLS SHALL BE PROVIDED. 4.20.2 FLOOR SPACE CLEAR FLOOR SPACE IN FRONT OF BATHTUBS SHALL BE PROVIDED AS FOLLOWS (ALL DIMENSIONS ARE MINIMUMS): IN TUB SEAT, WITH APPROACH FROM HEAD END OF TUB, 30" WIDE, 60" LONG. IN TUB SEAT, SIDE APPROACH: 48" WIDE, 60" LONG. SEAT AT HEAD OF TUB, WITH APPROACH FROM HEAD END: 30" WIDE, 75" LONG. LAVATORY MAY BE LOCATED AT FOOT (CONTROL) END OF TUB WITHIN THE REQUIRED CLEAR FLOOR SPACE. 4.20.3 SEAT AN IN -TUB SEAT OR A SEAT AT THE HEAD NE D OF THE TUB SHALL BE PROVIDED. SEAT AT HEAD OF TUB, WHERE USED, SHALL BE 15" WIDE. SEATS SHALL BE SECURELY AND SHALL NOT SKIP DURING USE. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT 12.9: TUB/SHOWER SEATS. 4.20.4 GRAB BARS GRAB BARS SHALL BE PROVIDED AS FOLLOWS: WITH IN TUB SEAT: CONTROL WALL: 24" LONG MINIMUM, FROM OUTSIDE WALL, 33 -36" ABOVE FLOOR. BACK WALL: 2 BARS, 24" LONG MINIMUM, 12" MAXIMUM FROM FOOT END, 24" MAXIMUM FROM HEAD END: ONE 33 -36" ABOVE FLOOR, ONE 9" ABOVE TOP OF TUB. HEAD WALL: 12" MINIMUM, FROM OUTSIDE WALL, 33'36" ABOVE FLOOR. WITH SEAT AT HEAD OF TUB: CONTROL WALL: 24" LONG MINIMUM, FROM OUTSIDE WALL, 33 -36" ABOVE FLOOR. BACK WALL: 2 BARS, 48" LONG MINIMUM, 12" MAXIMUM FROM FOOT END, 15" MAXIMUM FROM HEAD END; ONE 33 -36" ABOVE FLOOR, ONE 9" ABOVE TOP OF TUB. HEAD WALL: NONE 4.27.4 CONTROLS FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. CONTROLS SHALL BE LOCATED ON THE FOOT WALL BELOW THE GRAB BAR, AND SHALL BE OFFSET TO THE FRONT HALF OF THE TUB, 4.20.6 SHOWER UNIT A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND -HELD SHOWER SHALL BE PROVIDED. 4.20.7 BATHTUB ENCLOSURES IF PROVIDED, ENCLOSURES SHALL NOT OBSTRUCT CONTROLS OR TRANSFERS FROM WHEELCHAIRS ONTO BATHTUB SEAT OR INTO TUB. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS MOUNTED ON THEIR RIMS. ELEMENT 12.7: SHOWER STALLS 4.21.1 WHEREREQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED, THEN AT LEAST ONE SHOWER SHALL COMPLY WITH THIS SECTION, OR AT LEAST ONE TUB COMPLYING WITH ELEMENT 12.6: BATHTUBS SHALL BE PROVIDED, 4.21.2 51ZE AND CLEARANCES SHDWER SHALL SIZE AND CLEAR FLOOR SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING TWO OPTIONS (EXCEPT AS OTHERWISE PERMITTED IN TRANSIENT LODGING)'. TRANSFER SHOWER' SIZE 36" WIDE BY 36" DEEP. CLEAR FLOOR SPACE: 36" WIDE MINIMUM, 48" LONG MINIMUM, FROM CONTROL WALL, EXTENDING 12" MINIMUM BEYOND SEAT WALL. (LAVATORY MAY NOT PROTRUDE INTO CLEAR FLOOR SPACE). 4.21.3 SEAT SEAT IS REQUIRED IN 36" BY 36" STALLS, AND SHALL HAVE THE FOLLOWING FEATURES: SHALL BE 17 -19" ABOVE BATHROOM FLOOR. SHALL EXTEND THE FULL DEPTH OF THE STALL. SHALL BE LOCATED ON THE SIDE WALL OPPOSITE CONTROL WALL. MAXIMUM SPACE BETWEEN WALL AND SEAT EDGE SHALL BE 1 -112 ". SHALL PROJECT 16" MAXIMUM INTO STALL WIDTH, EXCEPT AT THE REAR 15" MAXIMUM OF THE STALL, WHERE THE SEAT MAY PROJECT 23" MAXIMUM INTO THE STALL WIDTH. WHERE A FIXED SEAT IS PROVIDED IN A ROLL -IN SHOWER, IT SHALL BE A FOLDING TYPE AND SHALL BE MOUNTED ON THE WALL ADJACENT TO THE CONTROLS. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT 12.9: TUBISHOWER SEATS. 4.21.4 GRAB BARS GRAB BARS, MOUNTED 33 -36" ABOVE THE FLOOR, SHALL BE PROVIDED AS FOLLOWS: TRANSFER SHOWER: CONTROL WALL: FULL WIDTH, CONNECTING TO BACK WALL GRAB BAR. BACK WALL: 18" LONG, CONNECTING TO CONTROL WALL GRAB BAR. SEAT WALL NONE ROLL -IN SHOWER: SIDE WALLS: FULL WIDTH, CONNECTING TO GRAB BAR ON BACK WALL. BACK WALL: FULL WIDTH, CONNECTING TO GRAB BARS ON SIDE WALLS. REFER TO ELEMENT 12.8: GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS, 4.21.5 CONTROLS AT TRANSFER SHOWERS, CONTROLS SHALL BE ON ASIDE WALL, OPPOSITE THE SEAT WALL, AND SHALL BE OFFSET TO THE FRONT HALF OF THE STALL. AT ROLL -IN SHOWERS, CONTROLS MAY BE LOCATED ON THE BACK WALL, WITH THE SHOWER HEAD A MAXIMUM 27" FROM A SIDE WALL, OR ON EITHER SIDE WALL. IF LOCATED ON THE BACK WALL, CONTROLS SHALL BE OFFSET TO ONE SIDE. ALL SHOWER CONTROLS SHALL BE LOCATED 38" MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR, FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.21.6 SHOWER UNIT A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAN CAN BE USED BOTH AS A FIXED SHOWER AND AS A HAND -HELD SHOWER SHALL BE PROVIDED. EXCEPTION: IN UNMONITORED FACILITIES WHERE VANDALISM IS A CONSIDERATION, A FIXED SHOWER HEAD MOUNTED AT 48" ABOVE THE SHOWER FLOOR MAYBE USED IN LIEU OF THE HAND -HELD SHOWER HEAD. 4.21.7 CURBS IF PROVIDED, CURBS ON TRANSFER SHOWERS SHALL BE NO HIGHER THAN 112 ". ROLL -IN SHOWERS SHALL NOT HAVE CURBS. 4.21.8 SHOWER ENCLOSURES IF PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. BACK Z. CLEAR FLOOR SPACE E. le 48" SHOWER STALL J M a W10 iTll 16" MAX SHOWER SEAT DETAIL 1f CONTROLAREA ELEMENT 12.8: GRAB BARS 4.26.2 SIZE AND SPACING DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE 1- 114" TO 1 -1i2 ", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE SPACE BETWEEN GRAB BARS AND ADJACENT WALLS SHALL BE 1- 112 ". 4.26.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. 2. SHEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE SHEAR STRESS FOR MATERIAL USED. IF CONNECTION BETWEEN GRAB BAR AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4.26.4 ELIMINATING HAZARDS GRAB BARS AND ADJACENT WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES, EDGES SHALL HAVE A RADIUS OF 118" MINIMUM. 5 1 6 7 ELEMENT 12.9: TUB /SHOWER SEATS 4.21.3 BATHTUBS: IN -TUB SEATS, OR SEATS AT HEAD END OF ACCESSIBLE BATHTUBS, SHALL COMPLY WITH THIS SECTION. (REFER TO ELEMENT 12.6: BATHTUBS.) SHOWERS: REQUIRED SEAT IN'TRANSFER' SHOWER, AND ANY SEAT PROVIDED IN A'ROLL IN' SHOWER, SHALL COMPLY WITH THIS SECTION. (REFER TO ELEMENT 12.7: SHOWER STALLS.) 4.35.4 WHERE APPLICABLE BENCHES REQUIRED INACCESSIBLE DRESSING AND FITTING ROOMS (REFER TO ELEMENT 20: DRESSING AND FITTING ROOMS) SHALL COMPLY WITH THE STRUCTURAL STRENGTH REQUIREMENTS OF THIS SECTION. 4.26.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. 2. SHEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE SHEAR STRESS FOR MATERIAL USED. IF CONNECTION BETWEEN SEAT AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF 250 LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. ELEMENT 14: STORAGE 4.1.3(12)(A) IF FIXED OR BUILT -IN STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED IN ACCESSIBLE SPACES, AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THIS SECTION. 4.1.3(12)(B) WHERE APPLICABLE SHELVES OR DISPLAY UNITS ALLOWING SELF - SERVICE BY CUSTOMERS IN MERCANTILE OCCUPANCIES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. 4.1.7(3)(E) WHERE REQUIRED HISTORIC PRESERVATION, DISPLAYS AND WRITTEN INFORMATION DOCUMENTS ETC, SHOULD BE LOCATED WHERE THEY CAN BE SEEN BY A SEATED PERSON. EXHIBITS AND SIGNAGE DISPLAYED HORIZONTALLY (E.G., OPEN BOOKS) SHOULD BE NO HIGHER THAN 44" ABOVE THE FLOOR, 4.25.2 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 4.25.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED, ACCESSIBLE STORAGE SPACES SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FLOOR. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20 -25" DEEP, THE MAXIMUM HEIGHT SHALL BE 44 "; IF THE OBSTRUCTION IS LESS THAN 20 ", MAXIMUM HEIGHT SHALL BE 48 ". WHERE A SIDE REACH IS PROVIDED, ACCESSIBLE STORAGE SPACES SHALL BE 54" MAXIMUM AND 9" MINIMUM ABOVE THE FLOOR. MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24" MAXIMUM DEEP, CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM 54" ABOVE FLOOR WHERE A SIDE REACH IS REQUIRED. WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 10" AS AT CLOSETS WITH INACCESSIBLE DOORS) THE FOLLOWING CRITERIA SHALL BE MET: SHELVES: MAXIMUM REACH: 21 "; HEIGHT: 48" MAXIMUM, 9" MINIMUM. CLOTHES RODS: 21" MAXIMUM REACH; HEIGHT: 48" MAXIMUM. 4.27.4 HARDWARE HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE HARDWARE SHALL BE NO GREATER THAN 5 LB. ANY AMOUNT Ilk ro Vi DETAIL 14.3 ka Z o an. DETAIL 14.4 EJ ELEMENT 15: ALARMS 4.1.3(14) IF EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEN THEY SHALL INCLUDE BOTH AUDIBLE AND VISIBLE ALARMS COMPLYING WITH THIS SECTION. 4.28.1 WHEREREQUIRED WHEN REQUIRED, VISUAL ALARMS SHALL BE PROVIDED IN EACH OF THE FOLLOWING AREAS, AS A MINIMUM: RESTROOMS AND ANY OTHER GENERAL USAGE AREAS (E.G., MEETING ROOMS), HALLWAYS, LOBBIES, AND ANY OTHER AREA FOR COMMON USE. 4.28.2 AUDIBLE ALARMS IF PROVIDED, AUDIBLE ALARMS SHALL PRODUCE A SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST 15 DBA OR EXCEEDS ANY MAXIMUM SOUND LEVEL WITH A DURATION OF 60 SECOND BY 5 DBA, WHICHEVER IS LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 120 DBA. 4.28.3 VISUAL ALARMS VISUAL ALARM SIGNAL APPLIANCES SHALL BE INTEGRATED INTO THE BUILDING OR FACILITY ALARM SYSTEM. IF SINGLE STATION AUDIBLE ALARMS ARE PROVIDED THEN SINGLE STATION VISUAL ALARM SIGNALS SHALL BE PROVIDED. VISUAL ALARM APPLIANCES SHALL HAVE THE FOLLOWING FEATURES: 1. THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. 2. THE COLOR SHALL BE CLEAR OR NOMINAL WHITE (I.E„ UNFILTERED OR CLEAR FILTERED WHITE LIGHT). 3. THE MAXIMUM PULSE DURATION SHALL BE TWO- TENTHS OF ONE SECOND WITH A MAXIMUM DUTY CYCLE OF 40 %. (THE PULSE DURATION IS DEFINED AS THE TIME INTERVAL BETWEEN INITIAL AND FINAL POINTS OF 10% OF MAXIMUM SIGNAL.) 4. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. 5. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ AND A MAXIMUM OF 3 HZ. 6. THE APPLIANCE SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 7. IN GENERAL, NO PLACE IN ANY ROOM OR SPACE SHALL BE MORE THAN 50' FROM THE SIGNAL MEASURED IN A HORIZONTAL PLANE). IN LARGE ROOMS AND SPACES EXCEEDING 100' ACROSS, WITHOUT OBSTRUCTIONS 6' ABOVE THE FINISH FLOOR, SUCH AS AUDITORIUMS, DEVICES MAY BE PLACED AROUND THE PERIMETER, SPACED A MAXIMUM 100' APART, IN LIEU OF SUSPENDING APPLIANCES FROM THE CEILING. B. NO PLACE IN COMMON CORRIDORS OR HALLWAYS SHALL BE MORE THAN 50' FROM THE SIGNAL. 4.28.4 AUXILIARY ALARMS UNITS AND SLEEPING ACCOMMODATIONS SHALL HAVE A VISUAL ALARM CONNECTED TO THE BUILDING EMERGENCY ALARM SYSTEM OR SHALL HAVE A STANDARD 110 -VOLT ELECTRICAL RECEPTACLE INTO WHICH SUCH AN ALARM CAN BE CONNECTED AND A MEANS BY WHICH A SIGNAL FROM THE BUILDING EMERGENCY ALARM CAN TRIGGER SUCH AN AUXILIARY ALARM. WHEN VISUAL SIGNALS ARE IN PLACE, THE SIGNAL SHALL BE VISIBLE IN ALL AREAS OF THE UNIT OR ROOM. INSTRUCTIONS FOR USE OF THE AUXILIARY ALARM OR RECEPTACLE SHALL BE PROVIDED. 8 1 9 10 I 11 ELEMENT 16: SIGNAGE 413(16)(A)7WHERE APPLICABLE SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR: RAISED AND BRAILLED CHARACTERS AND PICTOGRAMS FINISH AND CONTRAST MOUNTING LOCATION AND HEIGHT 4.1.2(7) 4.1.3(16)(8) 4.1.2(7) 4.1.3(16)(B) WHERE APPLICABLE SIGNS WHICH PROVIDE DIRECTION TO, OR INFORMATION ABOUT, FUNCTIONAL SPACES OF THE BUILDING SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR: CHARACTER PROPORTION CHARACTER HEIGHT FINISH AND CONTRAST EXCEPTION: BUILDING DIRECTORIES, MENUS, AND ALL OTHER SIGNS WHICH ARE TEMPORARY ARE NOT REQUIRED TO COMPLY. 4.1.2(7) WHERE APPLICABLE ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE A. PARKING SPACES DESIGNATED AS RESERVED FOR PERSONS WITH DISABILITIES; B. ACCESSIBLE PASSENGER LOADING ZONES; C. ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE TO INDICATE ROUTE TO NEAREST ACCESSIBLE ENTRANCE); D. ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE. 4.30.2 CHARACTER PROPORTION LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE - WIDTH- TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10, 4.30.3 CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. FOR SIGNS HIGHER THAN 80" ABOVE THE FINISH FLOOR, CHARACTER SIZE SHALL BE 3" MINIMUM. LOWER CASE LETTERS ARE PERMITTED. 4.30.4 RAISED AND BRAILLED CHARACTERS LETTERS AND NUMERALS SHALL BE RAISED V32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTER HEIGHT: 5B" MINIMUM, THIGH MAXIMUM. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE 6" MINIMUM. 4.30.5 FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON - GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND). 4.30.6 MOUNTING LOCATION AND HEIGHT WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE - LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 4.30.7 SYMBOLS OF ACCESSIBILITY 1. FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2. VOLUME CONTROL TELEPHONES, WHEN REQUIRED, SHALL BE IDENTIFIED BY A SIGN CONTAINING A DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES, 3. TEXT TELEPHONES, WHEN REQUIRED, SHALL BE IDENTIFIED BY THE INTERNATIONAL TDD SYMBOL. IN ADDITION, IF A FACILITY HAS A PUBLIC TEXT TELEPHONE, DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF THE NEAREST TEXT TELEPHONE SHALL BE PLACED ADJACENT TO ALL BANKS OF TELEPHONES WHICH DO NOT CONTAIN A TEXT TELEPHONE. SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TDD SYMBOL, IF A FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE ENTRANCE (E.G. IN A BUILDING DIRECTORY). 4. ASSISTIVE LISTENING SYSTEMS. IN ASSEMBLY AREAS WHERE PERMANENTLY INSTALLED ASSISTIVE LISTENING SYSTEMS ARE REQUIRED, THE AVAILABILITY OF SUCH SYSTEMS SHALL BE IDENTIFIED WITH SIGNAGE THAT INCLUDES THE INTERNATIONAL SYMBOL OF ACCESS F04, VORAn Laz. X E L .. . . . . 1MEN LETTER & NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 & 1:1 AND EA STROKE - WIDTH TO HEIGHT RATIO BETWEEN 1:5 & 1:10. LETTERS AND NUMBERS SHALL BE RAISED 1!32 ", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE, RASIED CHARACTERS SHALL BE AT INTERNATIONAL SYMBOL LEAST 5/8' HIGH, BUT NO HIGHER THAN 2 ". OF ACCESSIBILTY DETAIL 16.1 DETAIL 16.2 LIGHT SWITCH THERMOSTATS, z m Ms4e 8" MAXI a A— CONVENIENCE OUTLETS DETAIL 16.3 DATA, TEL., ETC. ELEMENT 17: PUBLIC TELEPHONES 4.1.3(17)(A) WHERE APPLICABLE IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED CIRCUIT TELEPHONES, OR OTHER PUBLIC TELEPHONES ARE PROVIDED, THEN THEY SHALL COMPLY WITH THIS SECTION IN THE QUANTITIES INDICATED BELOW: 1. IF ONE OR MORE SINGLE UNIT OF A TYPE OF PUBLIC TELEPHONE IS PROVIDED ON A FLOOR, THEN AT LEAST ONE OF THOSE PHONES SHALL COMPLY WITH THIS SECTION. 2. IF ONE BANK (DEFINED AS TWO OR MORE ADJACENT PUBLIC TELEPHONES, OFTEN INSTALLED AS A UNIT) OF A TYPE OF TELEPHONE IS PROVIDED ON A FLOOR, THEN AT LEAST ONE OF THE TELEPHONES AT THE BANK SHALL COMPLY WITH THIS SECTION. 3. IF TWO OR MORE BANKS OF A TYPE OF PUBLIC TELEPHONE ARE PROVIDED ON A FLOOR, THEN AT LEAST ONE TELEPHONE PER BANK SHALL COMPLY WITH THIS SECTION. THE ACCESSIBLE UNIT MAY BE INSTALLED AS A SINGLE UNIT IN PROXIMITY (EITHER VISIBLE OR WITH SIGNAGE) TO THE BANK. AT LEAST ONE PUBLIC TELEPHONE PER FLOOR SHALL MEET THE REQUIREMENTS FOR A FORWARD REACH TELEPHONE. EXCEPTION: FOR EXTERIOR INSTALLATIONS ONLY IF DIAL TONE FIR TS SERVICE S AVAILABLE THEN A SIDE REACH TELEPHONE MAY BE INSTALLED INSTEAD OF THE REQUIRED FORWARD REACH TELEPHONE ( I.E. ONE TELEPHONE IN PROXIMITY TO EACH BANK SHALL COMPLY WITH THIS SECTION). ADDITIONAL PUBLIC TELEPHONES MAY BE INSTALLED AT ANY HEIGHT, UNLESS OTHERWISE SPECIFIED, ACCESSIBLE TELEPHONES MAY BE EITHER FORWARD OR SIDE REACH. 41.3(17)(8) WHERE APPLICABLE ALL TELEPHONE REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPPED WITH A VOLUME CONTROL. IN ADDITION, 25 %, BUT NEVER LESS THAN ONE, OF ALL OTHER PUBLIC TELEPHONES PROVIDED SHALL BE EQUIPPED WITH A VOLUME CONTROL AND SHALL BE DISPERSED AMONG ALL TYPES OF TELEPHONES, INCLUDING CLOSED CIRCUIT TELEPHONES, THROUGHOUT THE BUILDING OR FACILITY. SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SHALL BE PROVIDED AT EACH TELEPHONE EQUIPPED WITH A VOLUME CONTROL. 4.13(17)(C) TEXT TELEPHONES: WHERE REQUIREDA. IF A TOTAL NUMBER OF 4 OR MORE PUBLIC PAY TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIOR PHONES PROVIDED AT A SITE, NS0SAND AT LEAST ONE I IN AN INTERIOR1S0 LOCATION, THEN AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED, 2. IF AN INTERIOR PUBLIC PAY TELEPHONE IS PROVIDED IN A STADIUM OR ARENA, IN A CONVENTION CENTER, IN A HOTEL WITH A CONVENTION CENTER, OR IN A COVERED MALL, AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IN THE FACILITY. 3. IF A PUBLIC TELEPHONE IS LOCATED IN OR ADJACENT TO A HOSPITAL EMERGENCY ROOM, HOSPITAL RECOVER ROOM, OR HOSPITAL WAITING ROOM, ONE PUBLIC TEXT TELEPHONE WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF 3 OR MORE PUBLIC PAY TELEPHONES, AT LEAST ONE PUBLIC PAY TELEPHONE IN EACH SUCH BANK SHALL BE EQUIPPED WITH A SHELF AND OUTLET TO ACCOMMODATE A PORTABLE TEXT TELEPHONE AS DESCRIBED BELOW. 4.1.6(1)(E) WHEREREQUIRED ALTERATIONSIEXISTINGCONDITIONS: AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IF: 1. ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES WITH LESS THAN 4 EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES WOULD INCREASE THE TOTAL NUMBER TO 4 OR MORE TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION; OR 2. ALTERATIONS TO ONE OR MORE EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES OCCUR IN AN EXISTING BUILDING OR FACILITY WITH 4 OR MORE PUBLIC TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION, 4.31.2 CLEAR FLOOR SPACE A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. 4.31.3 MOUNTING HEIGHT THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAXIMUM ABOVE THE FLOOR WHERE A FORWARD REACH IS REQUIRED, AND 54" MAXIMUM'WHERE A SIDE REACH IS REQUIRED. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20-25" DEEP THE MAXIMUM HEIGHT SHALL BE 44 "; IF THE OBSTRUCTION IS LESS THAN 20" DEEP, MAXIMUM HEIGHT SHALL BE 48 ". MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24" MAXIMUM DEEP. 4.4.1 PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS OR CORRIDORS. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 11 1 12 13 14 4.31.5 HEARING AID COMPATIBLE AND VOLUME CONTROL TELEPHONES WHERE REQUIRED: 1. TELEPHONES SHALL BE HEARING AID COMPATIBLE. 2. VOLUME CONTROLS, CAPABLE OF A MINIMUM OF 12 DBA AND A MAXIMUM OF 18 DBA ABOVE NORMAL, SHALL BE PROVIDED. IF AN AUTOMATIC RESET IS PROVIDED, THEN 18 DBA MAY BE EXCEEDED, 4.31.7 TELEPHONE BOOKS TELEPHONE BOOKS, IF PROVIDED, SHALL BE LOCATED IN A POSITION THAT COMPLIES WITH THE SAME REACH RANGES NOTED ABOVE FOR OPERABLE PARTS OF TELEPHONES. 4.31.8 CORD LENGTH THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BEAT LEAST 29" LONG. 4.31.9 TEXTTELEPHONES WHEREREQUIRED: 1. TEXT TELEPHONES USED WITH A PAY TELEPHONE SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG AS TO ALLOW CONNECTION OF THE TEXT TELEPHONE AND THE TELEPHONE RECEIVER. 2. PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TEXT TELEPHONE SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE, THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TEXT TELEPHONE AND SHALL HAVE T MINIMUM VERTICAL CLEARANCE IN THE AREA WHERE THE TEXT TELEPHONE IS TO BE PLACED. 3. EQUIVALENT FACILITATION MAY BE PROVIDED. (FOR EXAMPLE, A PORTABLE TEXT TELEPHONE MAY BE MADE AVAILABLE IN A HOTEL AT THE REGISTRATION DESK IF IT IS AVAILABLE ON A 24 HOUR BASIS FOR USE WITH NEARBY PUBLIC PAY TELEPHONES. IN THIS INSTANCE, AT LEAST 1 PAY TELEPHONE SHALL BE DESIGNED TO ACCOMMODATE THE PORTABLE TEXT TELEPHONE.) F-11 1 9 L- --1 N 48" MIN, DETAIL 17.1 ELEMENT 18: SEATING AND TABLES 4.1.3(18) WHERE APPLICABLE IF FIXED OR BUILT -IN SEATING OR TABLES (INCLUDING, BUT NOT LIMITED TO STUDY CARRELS AND STUDENT LABORATORY STATIONS) ARE PROVIDED IN ACCESSIBLE PUBLIC OR COMMON USE AREAS, AT LEAST 5 %, BUT NOT LESS THAN 1, SHALL COMPLY WITH THIS SECTION. AN ACCESSIBLE ROUTE SHALL LEAD TO AND THROUGH SUCH AREAS. 4.32.2 SEATING IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, A MINIMUM CLEAR FLOOR SPACE FOR 30" BY 48" SHALL BE PROVIDED. CLEAR FLOOR SPACE MAY EXTEND UNDER THE TABLE OR COUNTER (INTO THE KNEE SPACE) 19" MAXIMUM, 4.32.3 KNEE CLEARANCES IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED. 4.32.4 HEIGHT OF TABLES OR COUNTERS THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE 28" MINIMUM, AND 34" MAXIMUM, ABOVE THE FINISH FLOOR. ELEMENT 19: AUTOMATIC TELLER MACHINES 4.34.2 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED. EXCEPTION, DRIVE -UP -ONLY ATM'S NEED NOT COMPLY WITH THIS ITEM, 4.27.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED, CONTROLS AND OPERATING MECHANISMS SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FLOOR. IF THE FORWARD REACH IS OVER AN OBSTRUCTION (WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE) 20-25" DEEP, MAXIMUM HEIGHT SHALL BE 48 ". WHERE A SIDE REACH IS PROVIDED, CONTROLS AND OPERATING MECHANISMS SHALL BE 54" MAXIMUM AND 9" MINIMUM ABOVE THE FLOOR. MAXIMUM HEIGHT SHALL BE 46" FOR SIDE REACH OVER AN OBSTRUCTION 34" MAXIMUM HIGH AND 24" MAXIMUM DEEP. EXCEPTION, DRIVE -UP -ONLY ATM "S NEED NOT COMPLY WITH THIS ITEM. 4.27.4 CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 4.34.3 CLEARANCES AND REACH RANGES FREE STANDING OR BUILT -IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL PROVIDE FOR A PARALLEL APPROACH AND BOTH A FORWARD AND SIDE REACH TO THE UNIT. EXCEPTION, DRIVE -UP -ONLY ATM'S NEED NOT COMPLY WITH THIS ITEM. 4.34.4 EQUIPMENT FOR PERSONS WITH VISION IMPAIRMENTS INSTRUCTIONS AND ALL INFORMATION FOR USE SHALL BE MADE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY PERSONS WITH VISION IMPAIRMENTS.RNOTESISKETCHES, REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES 10 OR LESS 54 15 51 20 48112 11 53112 16 50112 21 47112 12 53 17 50 22 47 13 52112 18 49112 23 46112 14 51112 19 49 24 46 16 NOTE: ABOVE DOES NOT APPLY TO DRIVE UP MACHINES. ELEMENT 20: DRESSING AND FITTING ROOMS 4.1.3(21) WHEREREQUIRED WHERE DRESSING AND FITTING ROOMS ARE PROVIDED FOR USE BY THE GENERAL PUBLIC, PATIENTS, CUSTOMERS OR EMPLOYEES, 5 %, BUT AT LEAST ONE, OF THE DRESSING ROOMS FOR EACH TYPE OF USE IN EACH CLUSTER OF DRESSING ROOMS SHALL BE ACCESSIBLE AND SHALL COMPLY WITH THIS SECTION. EXAMPLES OF TYPES OF DRESSING ROOMS ARE THOSE SERVING DIFFERENT GENDERS OR DISTINCT AND DIFFERENT FUNCTIONS AS IN DIFFERENT TREATMENT OR EXAMINATION FACILITIES.) IN ALTERATIONS WHERE TECHNICAL INFEASIBILITY CAN BE DEMONSTRATED, ONE DRESSING ROOM FOR EACH SEX ON EACH LEVEL SHALL BE MADE ACCESSIBLE, WHERE ONLY UNISEX DRESSING ROOMS ARE PROVIDED, ACCESSIBLE UNISEX DRESSING ROOMS MAY BE USED TO FULFILL THIS REQUIREMENT. 4.2.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE ALLOWING A PERSON IN A WHEELCHAIR TO MAKE A 180° TURN SHALL BE PROVIDED IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A SWINGING OR SLIDING DOOR. (EITHER A 50" CLEAR DIAMETER SPACE, OR A T- SHAPED SPACE, 60" SQUARE, WITH 36 "WIDE LEGS, IS ACCEPTABLE.) NO DOOR SHALL SWING INTO ANY PART OF THE TURNING SPACE. TURNING SPACE SHALL NOT BE REQUIRED IN A PRIVATE DRESSING ROOM ENTERED THROUGH A CURTAINED OPENING AT LEAST 32" WIDE IF CLEAR FLOOR SPACE FOR A WHEELCHAIR IS PROVIDED WITHIN THE DRESSING ROOM. 4.35.3 DOORS ALL DOORS TO ACCESSIBLE DRESSING ROOMS SHALL BE ACCESSIBLE, (REFER TO ELEMENT 10: DOORS.) 4.35.4 BENCH EVERY ACCESSIBLE DRESSING ROOM SHALL HAVE A 24" BY 48" BENCH FIXED TO THE WALL ALONG THE LARGER DIMENSION. THE BENCH SHALL BE MOUNTED 17" TO 19" ABOVE THE FINISH FLOOR. CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL STRENGTH OF THE BENCH SHALL COMPLY WITH ELEMENT 12.9: TUB! SHOWER SEATS. WHERE INSTALLED IN CONJUNCTION WITH SHOWERS, SWIMMING POOLS, OR OTHER WET LOCATIONS, WATER SHALL NOT ACCUMULATE UPON THE SURFACE OF THE BENCH AND THE BENCH SHALL HAVE A SLIP - RESISTANT SURFACE, 4.35.5 MIRROR WHERE MIRRORS ARE PROVIDED IN DRESSING ROOMS OF THE SAME USE, THEN IN AN ACCESSIBLE DRESSING ROOM, A FULL - LENGTH MIRROR, MEASURING AT LEAST 18" WIDE BY 54" HIGH, SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. A ?PROVED OR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. y DATE nI ns have been reviewed for adherence to the codes and ordinance. A.,thorization is rn;ed to issue a buildinc, Permit pending y all applicable City agencias. e issuance or granting of a permit based on of these plans shall not be construed to t or a ^Prove any violation of the ap'JGcable c_: es or oroinance. No permit presumed to give aut;iorty to violate or cancel the provisions of such odes sha,' bo val'sd. 13 14 15 16 M L K J H Ee. F E IC @1 ArW partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a 2 HRISTOPHER K. ' 0MRSCHLAG W o Lo D 0) El El Q I W CU FM W I Q W El W Z 1.L Q V! J W r PROTOTYPE W107X163 to J 0 a 2 HRISTOPHER K. ' 0MRSCHLAG REVISIONS D El El I FM I rq Ea El V W z m JPROTOTYPE W107X163 0STORENUMBER WD PROJECT NUMBER l/ •w/ owionnnna V MIL I 1.7 r5V-44- RtfIES ROOM r-T m m RE in 7 IE SALES FLOOR: 72•x 72• 14038 PHARMACY: q o l I CLENiENCE I IrI" I PALLET LWR- REAR- (1)BEAM L LANDING J SALES SHELVING FLOOR: UNIWEB TOTAL LIFT WZZANM FLAN I/8' = 1 -0" 0 R 6 m mm 6 ENDCAP W/ 20 "x30" FRAME I I RA 30" ROUND 130 "x84" W/ 20 "00" FRAME BOUT DISPLAY W/ 60" BOUT ENDCAP180- ENDPANEL W/ 20 "x30" FRAMEI RA 30" ROUND 1 30 "08" W/ 20 "x30" FRAME TELESCOPING UPRIGHTS 4' OC GONDOLA MTD UGHTING SHELVING LEGEND ahr.v -aecF RACKING SALES FLOOR: LEGEND 14038 PHARMACY: EQUIPMENT - NUMBER FRONT REAR- 2)BEAM FRONT REAR- 2 )BEAM FRONT REAR- 2 BEAM LWR- REAR- (1)BEAM MID - REAR- (1)BEAM SALES SHELVING FLOOR: UNIWEB TOTAL 62 A. 92 A. 120 A.F.F. 22 A F.F. 44 A.F.F. HU 76 A.F.F. 94 A.F.F. 112 A.F.F. 22 A.F.F. 44 A.F.F. DRAWN BY: HJK DATE: 10/10/0 CHECKED BY: JHY SCALE: AS NOTED 8 A.F.F. 50 A.F.F. STORE_ # 213 1 13' -6" LOWEST POSITION POSSIBLE 78 A.F.F. 120 A.F.F. W 3x3 GRID CAGE W LOCKABLE DOORS BOOKC ASE SMOCKRACK - 1r -0• r -4• io'-r 1W mC N N N m 1/8" = 1' 0" a' -t' 1 S -C 14'-8• 1 191-4• 1 W -3• 30'-0' I 19'-9• I 1'-4• 2 1'LI 4 33 Tn 4 Y s CONSTRUCTION NOTES 1:4kii 1. TRASH CAN ® ENTRANCE 2. SMOKERS STATION 0 ENTRANCE 3. ALL SECURITY GATES SUPPLIED AND INSTALLED BY GATE COMPANY 4.) EAS SECURITY PEDESTALS 5. CART CORRAL - 2" CHROME RAILING ON TWO SIDES - 2" STORE PLANNINGRASPBERRYMcCUEBUMPERONWALL. RAILS & BUMPER SUPPLIED BY RITE AID & INSTALLED BY G.C. DEPARTMENT 6.) BOX CORNER - BUILT BY G.C. W/ MATERIAL PROVIDED BY RITE O P.O. BOX 3165 7.) PASSPORT PHOTO SCREEN SUPPLIED BY RITE AID & HARRISBURG, PA 17105INSTALLEDBYG.C. 0 BOTTOM OF SOFFIT 8.) 24" COUNTERTOP IN PHOTO TO BE 0 34" A.F.F. SUPPLIED (717) 761 -2633 BY RITE AID INSTALLED BY G.C. 9.) PHOTO SINK- PLUMBING CONNECTIONS PER CRITERIA DRAWINGS. DRAIN TAIL PIPE TO BE NO MORE THAN 16" A.F.F. FINAL CONNECTIONS TO WATER SUPPLY & SINK DRAIN BY G.C. FINAL CONNECTIONS TO PHOTO EQUIPMENT BY RITE AID STORE 110. MIRRORED D GLASS ( (2) 4'USE TONS) INSTALLED SUPP ED &Y G.C. 6509 NEW INSTALLED BY G.C. 12.) EVAC MAP & PLEXI COVER PROVIDED BY RITE AID & RITE AID PHARMACY INSTALLED BY G.C. 13.) STAINLESS STEEL CLOSURE PIECE MOUNTED TO TOP OF MACHADO STREETCOOLERS/ FREEZERS TO CLOSE GAP BETWEEN TOP OF COOLERS/ FREEZERS & BOTTOM OF SOFFIT. PROVIDED & LAKE ELSINORE CA INSTALLED BY G.C. DRAWING STATUS14. (3 4'x4' BULLETIN BOARDS WALL MOUNTED IN LOUNGE 15.; (3 PHARMACIST LICENSE SHELVES MTD ®42" , 57" & 72" E] DESIGN PHASE CONSTRUCTION AA F. SUPPLIED AND INSTALLED BY DECOR COMPANY PHASE 16. PHARMACY SECURITY KEY PAD FIELD VERIFIED REVISION 17. WATER COOLER SUPPLIED & INSTALLED BY G.C. 18. DIMENSION LOCATES CENTER LINE OF GONDOLA UPRIGHT. PROJECT TYPE ACTUAL LENGTH OF GONDOLA DUALS NOMINAL LENGTH PLUS 2' NFREE STANDING DOWNTOWN 19) CUSTOM EMP MOUNTING BRACKET SUPPLIED BY SHELVING MANUFACTURE SHOPPING CENTER MALL 20.) RECEIVING FIXTURES (NOT ALL ITEMS SHOWN) A) 2 STACKS OF PLASTIC PALLETS NEW STORE GENERAL RESET 20"W. x 40 "L x (15 "6"H). 8) 4 BACKSTOCK CARTS EXPANSION MINOR REMODEL 24"W. x 52 "L x 66 "H. C) 2 MINI PALLET JACKS REMODEL SPEC. PROJECT D) 2 STOCK CARTS RELOCATION Rx REMODEL 22"W. x 401 x 36.5 'H. E) REGULAR PALLET JACK PROJECT ATTRIBUTES F) ONE 2 WHEEL 'DOLLY' 1 -HOUR PHOTO LIQUOR HAND DIP G. N. C. DRIVE -THRU SECURITY LEVEL HIGH [—]MEDIUM LOW HIGH" SECURITY DESIGNATION BUILDING WILLREQUIRE SECURITY SHUTTERS FRONT WINDOWS EXIST NEW SALES FLOOR: 14038 PHARMACY: 840 WAITING AREA: 141 REC /STORAGE: SALES SHELVING FLOOR: UNIWEB TOTAL 1 268 LOUNGE MERCHANDISING LIN. FT. 143 CONSULTATION RM. 0 — 0 — 0 — 0 99 SPECIAL: REG. CONSTRUCTION MANAGER 0 — MEZZANINE: DRAWN BY: HJK DATE: 10/10/0 CHECKED BY: JHY SCALE: AS NOTED 664 RESTROOMS: STORE_ # 213 1 13' -6" REF. —\ • 12 15 84 8 24 c;RFo se I 16 6, RAC OFFICE Fill a v 31rama : ' FREEZER FREEZER 13 -- - - -- x I 24' 84' t 8' (84') 9'x 4 3 \ \ y 1 MEN 1 p I . SINK :.: w/ DECOR v E NG f0, 7D Y CHECK OUT AL 3 WAIL n 1212 G.C, LARGE n II^ xW•f(A4TLOCKERS RAl II II o I Cofv641284') 1 Im FLOOf9FM..... 7 f I O O O O ml 5 -5• 4 -2• 4 -2' O 4 -2• C -2" 2• 4' -2* C -2' 4' -Y V -2' WOMEN I r -5 8' -2 B' 8' r -4• r -r S' r r -r r -r r -r r -r r e cc IN k4 UMBRELLARACK e Rff. 1\ 11 y in w REE i6 fnN` gI. 1 2 2 v"i `,, CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT NO. O1, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006 -01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006 -01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW UNIFORM SIGN PROGRAM N0. 2007 OlGR NO. 2006 -02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 2006 -02 & UNIFORM SIGN PROGRAM NO. 2007-01 Page 1 of 15PageIof 152 Page 2 of 15 Page 3 of 15 Page 4 of 15 Field Color: Sherwin Williams, "Nomadic Desert" SW6107 Ordinance. Construction generated dust and erosion shall be mitigated in 13. The hours of operation for the drive -thru pharmacy facility shall be site plans or building elevations shall be subject to the review of the accordance with the provisions of Municipal Code, Chapter 15.72 and limited to the hours of operation expressed within the Business Plan Community Development Director. to 9 using accepted control techniques. Interim erosion control measures shall submitted. comply with the Uniform Sign Program (Approved herein). Any be provided thirty (30) days after the site's rough grading, as approved by approved City street tree list. 21. Plan Check shall conform to the submitted plans as modified by Stone Veneer: Wainscot by Eldorado Stone: Manzanita Cliffstone Blend the City Engineer. 14. The applicant shall at all times comply with Section 17.78 (Noise Conditions of Approval, or the Planning Commission/City Council inch (6 ") high and six inch (6 ") wide concrete curb. Control) of the Lake Elsinore Municipal Code. through subsequent action. PLANNING 7. The Applicant shall comply with the City's Noise Ordinance. that all required fees to the Lake Elsinore Unified School District have 43. The Design Review approval for Uniform Sign Program No. 2007 -01 for Construction activity shall be limited to the hours of 7:00 AM to 5:00 15. Exterior security lighting shall be provided in association with the drive- 22. All roof mounted or ground support air conditioning units or otherGeneralConditions: PM, Monday through Friday, and no construction activity shall occur on thru pharmacy facility. The lighting shall be shielded and directed on -site mechanical equipment incidental to development shall be architecturally 2') apart. Saturdays, Sundays or legal holidays. so as not to create glare onto neighboring properties. The proposed light screened or shielded by landscaping so that they are not visible from1. The applicant shall defend (with counsel acceptable to the City), d. Any transformers and mechanical or electrical equipment shall be fixtures shall compliment the building architecture and shall be reviewed neighboring property or public streets. Any material covering the roofindemnify, and hold harmless the City, its Officials, Officers, Employees, S. The proposed location of onsite construction trailers shall be approved by and approved by the Director of Community Development or Designee. equipment shall match the primary wall color. and Agents from any claim, action, or proceeding against the City, its the Community Development Director or Designee. A cash bond of 37. Prior to issuance of building permits, the applicant shall provide Review granted herein shall run with the land for this one (1) year period Officials, Officers, Employees, or Agents to attach, set aside, void, or 1,000.00 shall be required for any construction trailers placed on the site 16. Necessary traffic circulation signage shall be erected onsite in association 23. All exterior on -site lighting shall be shielded and directed on -site so as annul an approval of the City, its advisory agencies, appeal boards, or and used during construction. Bonds will be released after removal of with the drive -thru pharmacy lanes and one -way drive aisle around the not to create glare onto neighboring property and streets. All lightlegislativebodyconcerningthecommercialprojectattachedhereto. trailers and restoration of the site to an acceptable state, subject to the cast side of the Rite -Aid building. Signage shall be reviewed by the fixtures shall compliment the architectural style of the building and shall approval of the Community Development Director or designee. Community Development Director or designee. be reviewed and approved by the Director of Community Development2. The applicant shall deliver to the Planning Department a cashier's check been paid. or Designee. or money order made payable to the Riverside County Clerk in the 9. The applicant shall comply with all applicable City codes and ordinances. Commercial Design Review No. 2006 -01: 44. A grading plan signed and stamped by a Calif. Registered Civil Engineer amount of $64.00.00 to enable the City to file the Notice of Exemption. Guidelines. Special attention to the use of Xeriscape or drought that all Riverside County Fire Department standards and requirements 24. Applicant shall comply with all ADA (Americans with Disabilities Act) Said filing fee shall be provided to the City within 48 hours of project Conditional Use Permit No. 2006 -01: 17. Approval for Commercial Design Review No. 2006 -01 will lapse and be requirements. approval. used to prevent excessive watering. void unless building permits are issued within one (1) year following the Engineer. If the grading is less than 50 cubic yards and a grading plan is photometric study to the Community Development Department for 10. The Conditional Use Permit approved herein shall lapse and shall date of approval. 25. Trash enclosures shall be constructed per City standards as approved by3. Applicant shall place a weatherproof 3' x 3' sign at the entrance to the become void one (1) year following the date on which the use permit the Community Development Director or Designee prior to issuance of project site identifying the approved days and hours of construction became effective, unless prior to the expiration of one (1) year a building 18. Any alteration or expansion of a project for which there has been a Certificate of Occupancy. activity and a statement that complaints regarding the operation can be permit is issued and construction commenced and diligently pursued Design Review" approval as well as all applications for modification or lodged with the City of Lake Elsinore Code Enforcement Division at toward completion on the site. other change in the conditions of approval of a "Design Review" shall be 26. No exterior roof ladders shall be permitted. 951) 674 -3124. the Landscape Consultant and Community Development Director reviewed according to the provisions of Chapter 17.82 in a similar City with a map of all proposed haul routes to be used for movement of 11. The Conditional Use Permit shall comply with all applicable manner as a new application. 27. All exterior downspouts shall be concealed within the buildings. 4. All Conditions of Approval shall be reproduced upon page one of requirements of the Lake Elsinore Municipal Code, Title 17 unless Lake Elsinore logo prior to issuance of sign permits. of the City Engineer. building plans submitted to the Building and Safety Division for Plan modified by approved Conditions of Approval. 19. No structure which has received a "Design Review" or "Minor Design 28. Materials and colors depicted on the plans and materials board shall be Check. portion of any phase at the time a Certificate of Occupancy is Review" approval shall be occupied or used in any manner or receive a used unless modified by the Director of Community Development or to issuance of building permit. A Landscape Plan Check & Inspection 12. The Conditional Use Permit granted herein shall run with the land and Certificate of Occupancy until the Director of Community Development designee. The colors and materials include the following: 5. Prior to issuance of any grading or building permits, the applicant shall shall continue to be valid upon a change of ownership of the site or has determined that all Conditions of Approval have been complied with. proper erosion control. All manufactured slopes greater than 30 ft. in sign and complete an "Acknowledgement of Conditions," and shall stricture which was the subject of this approval. Field Color: Sherwin Williams, "Humble Gold" SW6380 return the executed original to the Community Development Department j. One twenty -four inch (24 ") box size tree shall be installed for every 24. h11 site Wikh ikris request sha,S be constructed as 47. An Encroachment Permit shall be obtained prior to any work on City for inclusion in the case records. five parking spaces within the onsite parking area. indicated on the approved site plan and elevations. Revisions to approved Field Color: Sherwin Williams, "Napery" SW386 6. The Applicant shall comply with all requirements of the City's Grading CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT N0. COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006 -01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW 02 &UNIFORM SIGN PROGRAM NO. 2007 -01GRM NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 Page 5 o6 Page 5 of ]5 Page 6 of 15 Page 7 of 15 Page 8 of 15 Field Color: Sherwin Williams, "Nomadic Desert" SW6107 a. All planting areas shall have permanent and automatic sprinkler system with 100% plant and grass coverage using a combination of k. One twenty-four inch (24 ") box size tree shall be installed for 42. The location, size, style, design, illumination and color for all signs shall Accent Color: Sherwin Williams, "Steady Brown" SW6110 drip and conventional irrigation methods. every thirty- linear feet (30') of street frontage, selected from the comply with the Uniform Sign Program (Approved herein). Any approved City street tree list. additions or revisions to the Uniform Sign Program shall require Stone Veneer: Wainscot by Eldorado Stone: Manzanita Cliffstone Blend b. All planting areas shall be separated from paved areas with a six Planning Division review and approval. inch (6 ") high and six inch (6 ") wide concrete curb. 35. Prior to issuance of building permits, applicant shall provide assurance Storefront: Anodized Clear Aluminum that all required fees to the Lake Elsinore Unified School District have 43. The Design Review approval for Uniform Sign Program No. 2007 -01 for c. Plantings within fifteen feet (15') of ingress /egress points shall be been paid. the project known as Lakeshore Plaza Shopping Center shall lapse and 29. Parking stalls shall be double - striped with four -inch (4 ") lines two feet no higher than thirty -six inches (36 "). become void one (I) year following the date on which the Design Review 2') apart. 36. Prior to issuance of building permits, the applicant shall provide became effective, unless prior to the expiration of one year, a building d. Any transformers and mechanical or electrical equipment shall be assurance that the Public Building Impact Fee has been paid. permit related to the Design Review is issued and construction 30. All exposed slopes in excess of three feet (3') in height shall have indicated on landscape plan and screened as part of the landscaping commenced and diligently pursued toward completion. The Design permanent irrigation system and erosion control vegetation installed and plan. 37. Prior to issuance of building permits, the applicant shall provide Review granted herein shall run with the land for this one (1) year period approved by the Planning Division. assurance that the Library Capital Improvement Fund fee has been paid. and shall continue to be valid upon change of ownership of the site. e. Shrubs and vines shall be planted around the onsite trash 31. On -site surface drainage shall not cross sidewalks. enclosures to soften the structures. 38. Prior to issuance of building permits, the applicant shall providegpp ' p ENGINEERING DEPARTMENT f. Final landscape plans to include planting and irrigation details. assurance that all Multiple Species Habitat Conservation Plan fees have to Issuance of Building /Grading Permit: been paid. General Requirements: 32. A Lot Merger application shall be submitted and approved by the g. The landscape plan shall provide for ground cover, shrubs, and trees and meet all requirements of the City's adopted Landscape 39. Prior to issuance of building permits, the applicant shall provide evidence 44. A grading plan signed and stamped by a Calif. Registered Civil Engineer Engineering Department to combine the two existing lots onsite. Guidelines. Special attention to the use of Xeriscape or drought that all Riverside County Fire Department standards and requirements shall be required if the grading exceeds 50 cubic yards or the existing resistant plantings with combination drip irrigation system to be have been complied with. flow pattern is substantially modified as determined by the City 33. Prior to issuance of Building Permit, the applicant shall submit a used to prevent excessive watering. Engineer. If the grading is less than 50 cubic yards and a grading plan is photometric study to the Community Development Department for Uniform Sign Program No 2007 -01: not required, a grading permit shall still be obtained so that a cursory review and approval. The study shall show locations of all exterior h. All landscape improvements shall be bonded 100 % for material drainage and flow pattern inspection can be conducted before grading lighting fixtures and shall verify that a minimum 1 -foot candle of and labor for two years from installation sign -off by the City. 40. The applicant shall apply for a sign permit and pay appropriate begins. illumination is achieved throughout the onsite parking area. Moreover, Release of the landscaping bond shall be requested by the applicant processing fees for any sign installed at the project site. the study shall demonstrate that a minimum of 5 -foot candles is achieved at the end of the required two years with approval /acceptance by 45. Prior to commencement of grading operations, applicant to provide to the at building entrances. the Landscape Consultant and Community Development Director 41. The two center identification monument signs on each side of the City with a map of all proposed haul routes to be used for movement of or Designee. Lakeshore Avenue driveway shall be modified to include the City of export material. Such routes shall be subject to the review and approval 34. Three (3) sets of the Final Landscaping/Irri gation Detail Plan shall be Lake Elsinore logo prior to issuance of sign permits. of the City Engineer. submitted, reviewed and approved by the City's Landscape Architect i. All landscaping and irrigation shall be installed within affected Consultant and the Community Development Director or designee, prior portion of any phase at the time a Certificate of Occupancy is 46. All grading shall be done under the supervision of a geotecluiical to issuance of building permit. A Landscape Plan Check & Inspection requested for any building. Final landscape plan must be consistent engineer and he shall certify all slopes steeper than 2 to 1 for stability and Fee will be charged prior to final landscape approval. with approved site plan. proper erosion control. All manufactured slopes greater than 30 ft. in height shall be contoured. j. One twenty -four inch (24 ") box size tree shall be installed for every 47. An Encroachment Permit shall be obtained prior to any work on Cityfiveparkingspaceswithintheonsiteparkingarea. TM partners OAY 22 2007 Q O W a. a. Q Lr• JTOTYPE Z7X163 E NUMBER O r JECT NUMBER Qk1PD0001 Z ko 1 u L V J 1 F E k Q atttt. a \ \ \ \ \. W:.. \\\ \;z Fi w.. •i. .a u:t «xlY/ - ssw _-:aaa as ..aaaaa .aaaaaaa .a, as .a.. ..a . l.a\Aa M "fi- i \\\ \ /'///r 9 i \ / \..... \ \\\......... 0. floor \a ... rf^.x ;:.. .... ... aaa C.: a..a av aaaa :.:. ...v "a aa, as Caa ..:aa..iti.' aa.'' av a i.a \a: mL. .\ „n..... ....... p... ...« ..aaa„ dLvX%id .i. ri v. i,.. / / cFS {Hd... _., u... 3 ». { „ «. {{, m.... .. :': e:J. ',.:; 4.•`" "....... .. 1 2 3 # 4 5 6 7 8 \ y 9 _ 1 U 11 12 13 .... 14 .. 15 _ 16 CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW N0. 2006 -02 &UNIFORM SIGN PROGRAM NO. 2007 -01 NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007-01 NO. 20D6 -02 &UNIFORM SIGN PROGRAM NO. 2007-01 Page 9 of 15 Page 10 of 15 Page 11 of 15 Page 12 of 15 right-of-way. RIVERSIDE COUNTY FIRE DEPARTMENT management and discharge control. In accordance with state and federalgg Drive. A signing and striping plan on -site and offsite and street 58. In accordance with the City's Franchise Agreement for waste disposal & law, these local storm water ordinances prohibi t the discharge of waste into improvement plan shall be provided and approved by the City Engineer. 48. Arrangements for relocation of utility company facilitiesgrypy (power poles, recycling, the applicant shall be required to contract with CR &R Inc. for storm drain system or local surface waters. This includes non -storm water and meet the goals of the BMP in Supplement "A" in the Riverside vaults, etc.) out of the roadway shall be the responsibility of the property removal and disposal of all waste material, debris, vegetation and other discharges containing oil, grease, detergents, trash, or other waste remains. 73. Provide reciprocal access to the adjacent roe on the southwester] P J propertyriY Y owner or his agent. Overhead utilities shall be undergrounded. rubbish generated during cleaning, demolition, clear and grubbing or all Brochures of "Storm water Pollution, What You Should Know" portion of the project. The applicant should pursue connectivity and use 83. Applicant shall provide the city with proof of his having filed a Notice of other phases of construction. describing preventing measures are available at City Hall. of this existing offsite driveway at project opening. 49. Underground water rights shall be dedicated to the City pursuant to the to issuance of Certificate of Occupancy. Pollutant Discharge Elimination System (NPDES) program with a storm provisions of Section 16.52.030 (LEMC), and consistent with the City's 59. On -site drainage shall be conveyed to a public facility, accepted by PLEASE NOTE: The discharge of pollutants into street, gutters, stornl drain 74. Provide a traffic study. The study shall be per County guidelines and agreement with the Elsinore Valley Municipal Water District. adjacent property owners by a letter of drainage acceptance, or conveyed system, or waterways - without Regional Water Quality Control Board permit or scope of work approved by the City. The study's recommended traffic Q to a drainage easement. waver - is strictly prohibited by local ordinances and state and federal law. improvements, if approved by the city, shall be completed by the 50. The applicant shall install permanent bench marks per Riverside County the City for review and approval. LL applicant as part of this project. Standards and at locations to be determined by City Engineer. 60. All natural drainage traversing the site shall be conveyed through the site, Prior to Approval of final site plan and grading plan, unless other timing is Prior to Issuance of Building Permit Water District requirements. or shall be collected and conveyed by a method approved by the City indicated, the applicant shall complete the following or have plans 75, The applicant shall submit a WQMP of the project for City's review and 51. Provide fire protection facilities as required in writing by Riverside Engineer. submitted and approved, agreements executed and securities posted: royal. approval. County Fire. O 94. TUMF fees shall be paid. The TUMF fees shall be the effective rate at 61. Roof drains shall not be allowed to outlet directly through coring in the 66. The applicant shall dedicate additional right -of -way on Lakeshore Drive Prior to Issuance of a Grading Permit 52. Applicant shall pay all applicable development fees, including but not all street curb. Roofs should drain to a landscaped area. such that the ultimate right -of -way width to centerline is 60 feet. inclusive: TUMF, TIF, Railroad Canyon Benefit District Fees, COMMUNITY SERVICESDEPARTMENT Lakeshore Drive shall be improved to meet General Plan street section of 76. Submit grading plans with appropriate securi HHydrology andggPsecurity, Y gY and area drainage fees. fees. 62. Applicant shall comply with all NPDES requirements in effect; including 48 feet from centerline to curb face. Hydraulic Reports prepared by a Registered Civil Engineer for approval the submittal of a Water Quality Management Plan (WQMP) as required all interior commercial space. by the City Engineer. Developer shall mitigate any flooding and/or 53. 10 year storm runoff shall be contained within the curb and the 100 year per the Santa Ana Regional Water Quality Control Board. The 67. The applicant shall dedicate additional right -of -way on Machado Street erosion downstream caused by development of the site and/or diversion storm runoff shall be contained within the street right -of- -way. When requirements of WQMP may affect the overall layout of theqQyy project. such that the ultimate right -of -way width to centerline is 50 feet. of drainage. either of these criteria are exceeded, drainage facilities shall be provided. Therefore, WQMP submittal should be during the initial process of the Machado Street shall be improved to meet General Plan street section of 87. Pay all Capital Improvement TIF and Master Drainage Fees and Plan project. 40 feet from centerline to curb face. 77. The grading plan shall show that no structures landscaping, equipmentggP , landsca in ore ui ment 54. All drainage facilities in this project shall be constructed to Riverside are located near the project entrance that minimizes sight distance County Flood Control District Standards. 63. Education guidelines and Best Management Practices (BMP) shall be 68. The applicant shall improve (modification) the traffic signal at Machado standards. provided to residents of the development in the use of herbicides, Street and Lakeshore Drive. 55. All compaction reports, grade certifications, monument certifications pesticides, fertilizers as well as other environmental awareness education 78. Construction Project access and hauling route shall be submitted and with tie notes delineated on 8 '/2" x 11" Mylar) shall be submitted to the materials on good housekeeping practices that contribute to protection of 69. The driveway entrances shall be right - in/right -out only and improved approved by the City Engineer, Engineering Division before final inspection of public works storm water quality and met the goals of the BMP in Supplement "A" in with raised median access control devices (porkchop). improvements will be scheduled and approved. the Riverside County NPDES Drainage Area Management Plan. 79. Provide soils, geology and seismic report including street design Required for lot of one acre or more) 70. The applicant shall provide public street lighting on Machado Street and recommendations. Provide final soils report showing compliance with 56. Slopes and landscaping within public right -of -way shall be maintained by on Lakeshore Drive. recommendations. the property owner or property owner's association. 64. Applicant shall provide BMP's that will reduce storm water pollutants from parking areas and driveway aisles. (Required for lot of one acre or 71. The applicant shall install a solar powered school speed flashing beacons 80. An Al uist -Priolo stud shall beqY performed on the site to identify any 57. All open space and slopes except for public parks and schools and flood mOre) at the approaches to Machado Elemen4ary on IVIacl3ado Street. hidden earthquake faults and/or liquefaction zones present on -site, control district facilities, outside the public right -of -way shall be owned and maintained by property owner or property owner's association. 65. City of Lake Elsinore has adopted ordinances for storm water 72. Revise the signing and striping on Machado Street and on Lakeshore 81. The applicant shall obtain all necessary off -site easements and/or permits CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO. 2006-01, COMMERICAL DESIGN REVIEW NO. 2006-02 & UNIFORM SIGN PROGRAM NO. 2007 -01 NO. 2006 -02 & UNIFORM SIGN PROGRAM NO. 2007 -01 NO. 2006 -02 & UNIFORM SIGN PROGRAM NO. 2007 -01 Page 13 of 15 Page 14 of 15 Page 15 of 15 for off -site grading and/or drainage acceptance from the adjacent 88. Pay all fees and meet requirements of an encroachment permit issued by property owners prior to grading permit issuance. the Engineering Division for construction of off -site public works RIVERSIDE COUNTY FIRE DEPARTMENT p improvements (LEMC12.08, Res.83 -78). All fees and requirements for 82. Applicant to provide erosion control measures as part of their grading an encroachment permit shall be fulfilled before Certificate of 99. The applicant shall comply with all Riverside County Fire Departments plan. The applicant shall contribute to protection of storm water quality Occupancy. requirements and standards (see attached conditions of approval). and meet the goals of the BMP in Supplement "A" in the Riverside ats s,...\ 0 -.., Y,Pa`A_.. O County NPDES Drainage Area Management Plan. 89. All compaction reports, grade certifications, monument certifications BUILDING AND SAFETY DEPARTMENT I.L with tie notes delineated on 8 1/2" x 11" Mylar) shall be submitted to the E 83. Applicant shall provide the city with proof of his having filed a Notice of Engineering Division before final inspection of off -site improvements 100. ADA Path of Travel to the public right -of -way shall be completed prior Intent with the Regional Water Quality Control Board for the National will be scheduled and approved. to issuance of Certificate of Occupancy. Pollutant Discharge Elimination System (NPDES) program with a storm water pollution prevention plan prior to issuance of grading permits. The 90. All public improvements shall be completed in accordance with the LAKE ELSINORE UNIFIED SCHOOL DISTRICT applicant shall provide a SWPPP for post construction, which describes approved plans to the satisfaction of the City Engineer. J BMP's that will be implemented for the development including Q 101. Pursuant to AB 2926, AB 1600 and AB 181, the owner /developer shall maintenance responsibilities. The applicant shall submit the SWPPP to 91. All signing and striping and traffic control devices shall be installed. pay the maximum allowable commercial school fee prior to the issuance the City for review and approval. LL of a Certificate of Occupancy. 92. Water and sewer improvements shall be completed in accordance with Prior to Issuance of Building Permit Water District requirements. 84. All Public Works requirements shall be complied with as a condition of 93. Proof of acceptance of maintenance responsibility of slopes, open spaces, development as specified in the Lake Elsinore Municipal Code (LEMC) landscape areas, and drainage facilities shall be provided. prior to building permit. O 94. TUMF fees shall be paid. The TUMF fees shall be the effective rate at 85. Submit a "Will Serve" letter to the City Engineering Division from the the time when the Certificate of Occupancy is obtained. WD PROJECT NUMBER PC2 RAIPD0001 applicable water agency stating that water and sewer arrangements have A been made for this project and specify the technical data for the water COMMUNITY SERVICESDEPARTMENT service at the location, such as water pressure and volume etc Submit this letter prior to applying for a building permit. 95. Developer shall pay park fees in the amount of $0.10 per square foot for all interior commercial space. 86. The applicant shall show that no structures, landscaping, or equipment are located near the project entrance that minimizes sight distance 96. Developer shall participate in the Public Facility Fee program. standards. 97. Developer shall participate in the City-wide Landscape and Lighting 87. Pay all Capital Improvement TIF and Master Drainage Fees and Plan Maintenance District. Check fees (LEMC 16.34). 98. Developer shall comply with all City Ordinances regarding construction Prior to Occupancy debris removal and recycling as per Section 8.32 of the Lake Elsinore Municipal Code. 7VF.D OR r 'i IT ISSUANCE CvT-r . EKAS &ASSOCIATES, INC. y DATE s e n rav,-w ^d for adherence to th, c ,,+ o a. Authorization rd , ue a d;rg per,-nit pen& or g ant- ^f a permit based or e plans Stall not be construed ove any v tion of the appllcah an c ti oeF.mt presumed to gig - or cancel the provisions of su: t: partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J 7 D W O U-) N G 5 6 7 N 3. 009 \Q 9 OFCAIiF W V p 14 Q O LLI REVISIONS 2 OC PC2 05 -24 -07 ats s,...\ 0 -.., Y,Pa`A_.. O c:..ati>< . W Z I.L Q E F J J W TOM W Q a J Qp B 13 LL E,;' PROTOTYPE 107 X 163 Z D v CHRISTOPHER K. RS LAG No. C -2 4 5 6 7 N 3. 009 \Q 9 OFCAIiF 11 12 MAY 2 3 2007 14 15 16 fr .. ... d.. t ....._.. . REVISIONS R\o\auiu C 0 PC2 05 -24 -07 ats s,...\ 0 -.., Y,Pa`A_.. o c:..ati>< . J D h ., sY..F ss' .\ .. { \\ iY wh A4>.- QQ\ E O a Qp B 13 LL O PROTOTYPE 107 X 163 Z STORE NUMBER O WD PROJECT NUMBER PC2 RAIPD0001 QA JZ A I IYA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 fr .. ... d.. t ....._.. . Y ,.. \00....... \\ A• \..... .. .. .. -_l' .... .... ......:.... afl 9t4t' \\ .... \ \ \4 \ \. ...... R\o\auiu@\ .aa0 \\ v VAAAmilVA ats s,...\ 0 -.., Y,Pa`A_.. Gates.. \ \\ \u \ F \ A._. _.a__. _.,,,,,,,._. ACS A._,._ c:..ati>< . al >. \ m1 \. _. Y+A2t•.a.YVAti ab... ....:: 0.. .1.A. h ., sY..F ss' .\ .. { \\ iY wh A4>.- w1.\\oi ;! '\ \ a Al ®tea i, wwu 1.w. 1. ners 17 0 w a, a. LL 0 U) z 0 F- B z 0 L) Y M BS OLS LEGEND„ SHEET NUMBER DRAWING I.D. NUMBER DETAIL TITLE . • . C201 01 SITE DETAIL SCALE: 1/4" -- V -0 " DRAWING SCALE DETAIL REFERENCE . . . . . . . C201 -05 DETAIL I. D. NUMBER SHEET WHERE SECTION IS LOCATED KEYED NOTES . . . . . . , . . . . KEYED NOTE DESIGNATION 1 ON APPLICABLE SHEET REVISIONS . . . . ADDENDUM NUMBER t REVISED AREA CLOUDED EXISTING SEWER STRUCTURE . . . . . x, PROPOSED SEWER STRUCTURE . . . Q PROPOSED SEWER PIPE RUN . . . . . Q CODE INFORMATION ZONING: PROPERTY OWNER: RITE AID PROPOSED USE: RETAIL (DRUG STORE WITH DRIVE THRU AND SPECIALTY RETAIL) SITE ACREAGE: NET LOT AREA: 99,714 SQUARE FEET (2.289 ACRES) GROSS LOT AREA: 108,064 SQUARE FEET (2.481 ACRES) EXISTING ZONING: COMMERCIAL PARK ADJACENT ZONING EAST: COMMERCIAL PARK ADJACENT ZONING WEST: NEIGHBORHOOD COMMERCIAL ADJACENT ZONING NORTH: NEIGHBORHOOD COMMERCIAL ADJACENT ZONING SOUTH: COMMERCIAL PARK/ MOBILE HOME COMMUNITY SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH: 24' STANDARD PARKING STALL: 9'x 18' PARKING SETBACK / BUFFER: 20' FRONT U SIDE G REAR BUILDING SETBACK: 20' FRONT U SIDE G REAR LOADING ZONE REQUIRED: 12'X 20' PARKING DATA: REQUIRED: 1) ONE PARKING SPACE PER 250 S.F. 23,377 S.F. GROSS FLOOR AREA REQUIRES 94 PARKING SPACES PROVIDED: 91 PARKING SPACES + 4 ACCESSIBLE PARKING SPACES PER ADAAG = 95 PARKING SPACES TOTAL ON -SITE LANDSCAPE DATA: GREEN AREA REQUIRED: 10,081 SQUARE FEET PROPOSED: 14,825 SQUARE FEET IMPERVIOUS AREA PROPOSED: 93,239 SQUARE FEET LANDSCAPE REQUIREMENTS: LAKE ELSINORE ZONING CODE SECTION 17.66.100 = 10% OF PARKING AND DRIVEWAY AREA PAVEMENT AREA: PROPOSED: 75,967 SQUARE FEET (70% OF SITE ACREAGE) nl rt s :ofs iWNER r 300 GODDARD WAY IRVINE, CA 92618 949.753.0614 P 949.585.9264 F F;5 la 3rrtIOBENCHMARKINFORMATION BENCHMARK: H0I-BM #1 FIND CHISELED "X" ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE MOST WESTERLY BOLT OF TRAFFIC SIGNAL BASE. CITY OF LAKE ELSINORE BM C -95 -34 ELEVATION ......... ............................... 1317.32' CIVIL ENGINEER M AIM art 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com n e rs d partn!s ne design & I operations branding engineering SHd Program atlanta boston Chicago Columbus dallas IDS angeles miami Sacramento DEVELOPMENT. CONTACTSJ, a ,•G. .1:>0 ,5,. '' ?,. [, DEVELOPER/ OWNER: PENINSULA RETAIL PARTNER 41529TH STREET NEWPORT BEACH, CA 92663 MR. GREG LUKOSKY 949.723.9500 ELECTRIC: SOUTHERN CALIFORNIA ELECTRIC 26100 MENIFEE RD. ROMOLAND, CA 92585 DAVE REDDECLISS 951.928.8206 L71.1,1111 1114 z; ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY STREET LAKE ELSINORE, CA 92530 CHER QUINONES 951.674.3146 x8427 ZONING: CITY OF LAKE ELSINORE 130 SOUTH MAIN STREET LAKE ELSINORE, CA 92530 MATT HARRIS 951.674.3124 x279 TELEPHONE: VERIZON ROB FARRELL 150 SOUTH JUANITA STREET HEMET, CA 92545 951.929.0724 STORM WATER: RIVERSIDE COUNTY FLOOD CONTROL DISTRICT 1900 MARKET STREET RIVERSIDE, CA 92502 ED LOTZ 951.955.1266 P: f S t{ INFORMATION . k i w a^ { C Y 17,272 SQUARE FEET (16% OF SITE ACREAGE) BUILDING HEIGHT: NUMBER OF STORIES: ONE DWG NO 14,395 SQUARE FEET REV /DATE 3,009 SQUARE FEET TYPE OF CONSTRUCTION: MASONARY OCCUPANCY PER UBC: B' OCCUPANCY BUILDING -2 AREA: GROSS AREA: 6,105 SQUARE FEET (5% OF SITE ACREAGE) BUILDING HEIGHT: 0 CS COVER SHEET AND INDEX CUSTOMER AREA: TBD D TBD ALTA SURVEY TYPE V c2 I C101 SITE IMPROVEMENT PLAN PC2 05 -30 -07 REVISIONS El C102 GRADING & DRAINAGE PLAN PC2 05 -30 -07 PC1 E9 C104' EROSION CONTROL PLAN BUILDING COMMENTS 1 J C105 SITE UTILITY PLAN GRADING PERMIT 2 0 C106 SITE ILLUMINATION PLAN 2 C201 SITE DETAILS M C202 SITE DETAILS c2 0203 , SITE DETAILS,.,, C204 SITE DETAILS PC2 05 -30 -07 fly L101 ::... „ , a. _,.. LANDSCAPE PLAN L102 IRRIGATION PLAN M L201 LANDSCAPE DETAILS atlanta boston Chicago Columbus dallas IDS angeles miami Sacramento DEVELOPMENT. CONTACTSJ, a ,•G. .1:>0 ,5,. '' ?,. [, DEVELOPER/ OWNER: PENINSULA RETAIL PARTNER 41529TH STREET NEWPORT BEACH, CA 92663 MR. GREG LUKOSKY 949.723.9500 ELECTRIC: SOUTHERN CALIFORNIA ELECTRIC 26100 MENIFEE RD. ROMOLAND, CA 92585 DAVE REDDECLISS 951.928.8206 L71.1,1111 1114 z; ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY STREET LAKE ELSINORE, CA 92530 CHER QUINONES 951.674.3146 x8427 ZONING: CITY OF LAKE ELSINORE 130 SOUTH MAIN STREET LAKE ELSINORE, CA 92530 MATT HARRIS 951.674.3124 x279 TELEPHONE: VERIZON ROB FARRELL 150 SOUTH JUANITA STREET HEMET, CA 92545 951.929.0724 STORM WATER: RIVERSIDE COUNTY FLOOD CONTROL DISTRICT 1900 MARKET STREET RIVERSIDE, CA 92502 ED LOTZ 951.955.1266 P: f S t{ INFORMATION . k i w a^ { CCODE 17,272 SQUARE FEET (16% OF SITE ACREAGE) BUILDING HEIGHT: NUMBER OF STORIES: ONE CUSTOMER AREA: 14,395 SQUARE FEET NON - CUSTOMER AREA: 3,009 SQUARE FEET SURFACE PROPOSED: ASPHALTPAVEMENT BUILDING DATA: BUILDING -1 (RITE AID) GROSS AREA: 17,272 SQUARE FEET (16% OF SITE ACREAGE) BUILDING HEIGHT: 25' -9" NUMBER OF STORIES: ONE CUSTOMER AREA: 14,395 SQUARE FEET NON - CUSTOMER AREA: 3,009 SQUARE FEET TYPE OF CONSTRUCTION: MASONARY OCCUPANCY PER UBC: B' OCCUPANCY BUILDING -2 AREA: GROSS AREA: 6,105 SQUARE FEET (5% OF SITE ACREAGE) BUILDING HEIGHT: 26' -0" NUMBER OF STORIES: ONE CUSTOMER AREA: TBD NON - CUSTOMER AREA: TBD TYPE OF CONSTRUCTION: TYPE V OCCUPANCY PER UBC: B' OCCUPANCY TOTAL BUILDINGS AREA: 23,377 SQUARE FEET (21 % OF SITE ACREAGE) MARK REVISIONS FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 LEGAL DESCRIPTION: PARCEL A: PARCEL 2 OF PARCEL MAP 8168, AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PARCEL B: PARCEL 3 OF PARCEL MAP 8168, AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EASEMENT: AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED APRIL 5, 1933 IN BOOK 120, PAGE 78, APRIL 5, 1933 IN BOOK 120, PAGE 79 AND APRIL 5, 1933 IN BOOK 118, PAGE 321, ALL OF OFFICIAL RECORDS. (IN PUBLIC ROW). AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED SEPTEMBER 7, 1971 AS INSTRUMENT No, 101433 of OFFICIAL RECORDS. (IN PUBLIC ROW). SURVEYOR: DCI ENGINEERING, INC. 5100 E. LA PALMA AVENUE, SUITE 117 ANAHEIM HILLS, CA 92807 DAVID CHAPIN 714.779.3828 SATELLITE: ADELPHIA CABLEVISION 4077 W. STETSON AVENUE HEMET, CA 92545 TBD 951.652.0020 SANITARY SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY STREET LAKE ELSINORE, CA 92530 CHER QUINONES 951.674.3146 x8427 GEOTECHNICAL: SOUTHERN CALIFORNIA GEOTECHNICAL 22885 EAST SAVI RANCH PARKWAY, SUITE E YORBA LINDA, CA 92887 -4624 GREGORY MITCHELL 714.777.0333 NATURAL GAS: SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS, CA 92374-9796 ANTHONY BARROZO 909.335.7582 FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT 2300 MARKET STREET niE:D RIVERSIDE, CA 92502 DWI I ISSUANCE I i .ALE,,AS & ASSOCIF,TES, IN( 951.955.4777 _ Y have feviewod for adher LO 1 _ LABUILDING, CAT ON P N , N ,, SG1LE,1 .100' APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- WD PARTNERS, INC. APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5.30.2007 DATE r, nd orumar{ce. Aut c nt. 3 I s a 131JI, y perr City a(anc'.es. r{""ce of permit of ,ir „se par 5 shall not be c I { ,r approve any violation of the or ordinance. No permit presuf u,;,;nty to violate or cancel the provisi bo vaiict. CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert www.digalert.org 1-800- 227 -2600 5/30/07 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTIUTY(IES) DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY -EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674 -3124, EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED, AT LEAST FORTY -EIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1- 800 -422 -4133, AT LEAST FORTY -EIGHT (48) HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CRY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS -OF -WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE'GENERAL NOTES” SECTION OF THE IMPROVEMENT PLANS. WDID # RR41 aa n SCALE: DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' DATE ISSUED: CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 SHEET CS FILE No. Z Z L Lt t1 u-1 LIL, L N < < W cc Lb LL I I I Ltl I 1 1 1 I l 1 1 0 1 a -' LLl ID I a a 7aaIIul1Q111ti -t 1" t - 1 ate in M % % LZMZM0QIM1 " Ev, SCALE: 1 —30 bye 1 1315.70 L1, . —;+ l,, , L7-, 1 1 m \ < CaRSDMHIIIw. `+ ( ( Li, `, —/ CQ „~ 6 _ 13 36 RIM STRIPPING Of' 1 h STRIPPING I 1 8.96 INV mm m S`Q ,y i_ ExElec — —Ex — — — SeCL — — — — Bec — — —EzElec — — — Ex3ec — — —Fx Bec — — —ExElec — — —ExEfec — — —Ex Elec — — —ExBx — — —EDec — — —EBgc — — —ate — — —EYES — — —ExElec — — r M Ex a,, — Ex 1316.82 10 ql 1g kti y SDMH STRIPPING FD. 1" IP; I I I FP 1316.90 FS 1316.E . j'Y NO .y9 SDMH 10 FD. 1" IP; - 29 FL H PER 316•x` 14.26Fl il3j STRIPPING R R ', FQ LAKESHORE 1330239 NM 1,ryR DRIVE 129552RNV ^} 3g BRASS 'TAG P.M 8168. 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W I Fill I WI 15 I MI A1 4 1 1 1 1 G-_ 1 can m I °@ 1 IL_I 1 30 6.51' coon 23 23.50' N 25. 2 50' 23 14 SPACES @ 9' = 126.00' k7l 7 2 7 S w 1_8 p s,. ;t ,{ n . 122.15' o BLDG -2 ETAIL STRI 6,105 S.F. 25 REGUL 9X18' PARKI 4G SPACES 1 HANDI PED PARKI SPACE C2 ,105/250) = 2 RKING SPA ES REQUIR 5' TRELLIS SETBACK WE! 11 T8 1t g 1 j S 53 °4O" E- 196.151 , py6 2a 1°- 3 8.12' 11 23 AJtlW d 25ner03Ndcxe p TYP. C"7 OF 4 cJ.vrc..++.'t'e'i kdti5 D rs.uu 18.00' 7.50' 0 35.91' S II II 2 0 m 7 U Lu 23 Uaa m 2 Q F' 7 3 i 0 .. . i4 l n Y j 0iQ I me 1- s4 FORMED 6 CONCRETE CURB AND 18 GUTTER. SEE DETAIL C203 -13. PROPERTY LIES WITHIN ZONE "X ". THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F, CONCRETE SIDEWALK AND CURB. SEE DETAIL C203 -07. L KE ORE' D -R . 11 • 11 • 11 1 11• o l¢ 75967 LEGENDO 32 RAISED MEDIAN ACCESS CONTROL DEVICE (PORKCHOP) PER COUNTY OF RIVERSIDE FORMED CONCRETE CURB. SEE DETAIL C203 -04. 717 STANDARD 207A. O STAMPED CONCRETE WITH SAWCUT. 1850ADAACCESSIBLEROUTE: SEE KEYED NOTE #18) "` "'" CURB AND GUTTER 34 CONCRETE V- GUTTER. SEE DETAIL C202 -13. 177 g REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE DETAIL C203 -08. O LIMITS OF PROPOSED CONSTRUCTION DECORATIVE WALL SECTION. O ACCESS RAMP. SEE DETAIL C203 -12. 5 EXISTING PROPERTY LINE: CONFIGURATION AND ELEVATION OF EXISTING ADJOINING CURB OR PAVEMENT. ui O g g¢ 390 ALKYD -READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE LEFT. O a EXISTING CMU BLOCK WALL: - o U g SPECIFICATIONS FOR COLOR AND LAYOUT. SEE DETAIL C202 -01. FAZEKAS & ASSOCIATLS, IIJC. CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR. SEE UTILITY C2 0 C5LO O o PYLON FREESTANDING SITE SIGN WITH READER BOARD. ALL SIGNAGE SHALL COMPLY WITH 2 PROPOSED PROPERTY LINE: _ _ a Og o N 5303' 55 W 406.31 STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE. PROPOSED CURB: V 10 TRASH ENCLOSURE. SEE DETAIL C201 -04. 2 STAKINGNOTES 11 LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. 14825 A. THE BUILDING AND PARKING ARE PARALLEL AND /OR PERPENDICULAR TO N53°3'55'W. 12 AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE DETAIL C203 -02. SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS. PROVIDE 6 LONG B. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS &LEGAL DESCRIPTION ARE YELLOW CONCRETE CURB STOPS AT HANDICAP PARKING SPACES AND OTHER NOTED AS TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF LAKE ELSINORE, RIVERSIDE PARKING SPACES. IF PRE -CAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE COUNTY, CA DATED 12/13/2005. THE BLOCK IS PAINTED TRAFFIC YELLOW. AS PREPARED BY: DCI ENGINEERING 2 5100 E. LA PALMA AVENUE, SUITE 117 13 SITE ENTRANCE SIGN. SEE DETAIL C203 -01. 0 Y 1 0 11 14 DRIVE THRU DIRECTIONAL SIGN. S TRELLIS SETBACK 17 SPACES @ 9'= 153.00'• pp 1kY,. ti 5 SPAC @ 9' 00, o 45.00 11 1 1 SP ES @ 9' = 99.00' ' C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND. n SCREEN WALL. SEE DETAIL C202.08. SEE SHEET C102 FOR TOP AND BOTTOM ELEVATIONS. 743 D. ALL RADII ARE 5.0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED. 16 SITE LIGHT. SEE DETAIL C202 -03 AND ELECTRICAL SHEETS. 12 AlL STOP SIGN AND STOP BAR PER CITY OF LAKE ELSINORE AND CALIFORNIA MUTCD STANDARD a 1 can m I °@ 1 IL_I 1 30 6.51' coon 23 23.50' N 25. 2 50' 23 14 SPACES @ 9' = 126.00' k7l 7 2 7 S w 1_8 p s,. ;t ,{ n . 122.15' o BLDG -2 ETAIL STRI 6,105 S.F. 25 REGUL 9X18' PARKI 4G SPACES 1 HANDI PED PARKI SPACE C2 ,105/250) = 2 RKING SPA ES REQUIR 5' TRELLIS SETBACK WE! 11 T8 1t g 1 j S 53 °4O" E- 196.151 , py6 2a 1°- 3 8.12' 11 23 AJtlW d 25ner03Ndcxe p TYP. C"7 OF 4 cJ.vrc..++.'t'e'i kdti5 D rs.uu 18.00' 7.50' 0 35.91' S II II 2 0 m 7 U Lu 23 Uaa m 2 Q F' 7 3 i 0 .. . i4 l n Y j 0iQ I me 1- s4 FORMED 6 CONCRETE CURB AND 18 GUTTER. SEE DETAIL C203 -13. PROPERTY LIES WITHIN ZONE "X ". THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F, CONCRETE SIDEWALK AND CURB. SEE DETAIL C203 -07. 596 EFFECTIVE DATE AUGUST 18, 2003. 11 • 11 • 11 1 11• t ml' ASPHALTIC PAVING. 5" AC OVER 6" AB. SEE DETAIL C202 -05. 75967 LEGENDO 32 RAISED MEDIAN ACCESS CONTROL DEVICE (PORKCHOP) PER COUNTY OF RIVERSIDE FORMED CONCRETE CURB. SEE DETAIL C203 -04. 717 STANDARD 207A. O STAMPED CONCRETE WITH SAWCUT. 1850ADAACCESSIBLEROUTE: SEE KEYED NOTE #18) "` "'" CURB AND GUTTER 34 CONCRETE V- GUTTER. SEE DETAIL C202 -13. 177 O REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE DETAIL C203 -08. 2 LIMITS OF PROPOSED CONSTRUCTION DECORATIVE WALL SECTION. O ACCESS RAMP. SEE DETAIL C203 -12. 5 EXISTING PROPERTY LINE: CONFIGURATION AND ELEVATION OF EXISTING ADJOINING CURB OR PAVEMENT. Rite Aid Pha macy 107.00' 17,272 GROSS SO. FT. 5.00' 107'-0" X 1624" ERIOR 18 SITE AREA 1 08,OE I SQ.FT. 68 REGULAR 9'X18' P KING SPACES 3 HANDICAPPED PAR ING SPACES 17,272(250) = 69 PARKING 3PACES REQUIRED 1 y 11 16 23 S L6 W59 0429 W° 223.' 24' A WE IN 3 1 Is O P o I ^ 26 v 29 7 OFco OF 4 N 61011 2 23 D ', 1 16 l I A t II 9 1 DRAINAGE NOTES A. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES, TYPES, AND LOCATIONS SHOWN ON PLANS. ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS, THESE PLANS AND OR GOVERNING REGULATIONS. B. NORTHING AND EASTING COORDINATES PROVIDED ARE TO THE CENTER OF THE PROPOSED STRUCTURE AND DO NOT NECESSARILY COINCIDE WITH THE LOCATION OF THE STRUCTURE RIM. C. ALL HDPE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M 294 AND MP7 -97, SUCH AS ADS N -12 SMOOTH WALL HDPE OR APPROVED EQUIVALENT. D. ALL CMP TO BE CONTECH TYPE 2, ALUMINIZED CMP, 146a ASTM A760 OR APPROVED EQUAL. E. ALL HDPE PIPE SHALL POSSESS MALE AND FEMALE ENDS TO ALLOW OVERLAPPING GASKETED PIPE JOINTS PER AASHTO M294. GASKET MATERIAL SHALL CONFORM TO ASTM F 477. ALL HOPE PIPE SHALL BE CLEARLY MARKED WITH THE FOLLOWING: MANUFACTURERS NAME, NOMINAL PIPE SIZE, AND PRODUCT / EXTRUSION CODE. F. HDPE PIPE WITH THE FOLLOWING DEFECTS WILL BE REJECTED FOR INSTALLATION: VARIATION FROM STRAIGHT CENTERLINE, NON -ROUND PIPE, ILLEGIBLE MARKINGS, DEEP OR EXCESSIVE GOUGES OR SCRATCHES ON PIPE WALL, FRACTURES, PUNCTURES, CRACKS PASSING THROUGH WALL, DAMAGED /CRACKED ENDS PREVENTING PROPER SEAL. G. ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. H. ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED ON PLANS. I. GENERAL CONTRACTOR TO MAINTAIN STORM SEWER WATER DRAINAGE THROUGH ENTIRE CONSTRUCTION PROCESS. MARK I REVISIONS GRADING NOTES 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM ( NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID # DATE PERMIT ISSUED: 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. EARTHWORK QUANTITIES CUT = 1246 C.Y. FILL = 992 C.Y. OVEREXCAVATION QUANTITIES FILL = 8943 C.Y. CUT = 8402 C.Y. NET IMPORT= 541 C.Y. NET QUANTITIES NET EXPORT: 254 C.Y. NET IMPORT= 541 C.Y. QUANTITIES ARE FOR BOND ESTIMATE PURPOSES ONLY g9f]:PI91» 6' CMU V 5'LANDSCAPE AC 5.0°io SECTION A -A ADJ. PRTY GRADING NOTES 1. FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN r GRADING PERMIT 2 PC2 I PLANNING COMMENTS 2 GRADING NOTES 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM ( NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID # DATE PERMIT ISSUED: 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. EARTHWORK QUANTITIES CUT = 1246 C.Y. FILL = 992 C.Y. OVEREXCAVATION QUANTITIES FILL = 8943 C.Y. CUT = 8402 C.Y. NET IMPORT= 541 C.Y. NET QUANTITIES NET EXPORT: 254 C.Y. NET IMPORT= 541 C.Y. QUANTITIES ARE FOR BOND ESTIMATE PURPOSES ONLY g9f]:PI91» 6' CMU V 5'LANDSCAPE AC 5.0°io SECTION A -A ADJ. PRTY GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS. 3. THE DEVELOPER AND /OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (14003122.4133) r FORTY -EIGHT (48) HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY -FOUR (24) HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN f ,/ ON THE PLAN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. i w 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. i. D- 1557 -70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 11.45 10.95 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THEIISOILSENGINEER. 1221 11.71 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %2" PER FOOT FORA MINIMUM OF THREE J 3) FEET, THEN 1 % (MINIMUM) TO FLOW LINE OF EARTH SWALE. i it 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10'), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET (10'). DRAINAGE SWALES SHALL BE A MINIMUM OF 05 DEEP AND CONSTRUCTED A 17 qt MINIMUM OF TWO FEET (2') FROM THE TOP OF CUT OR FILL SLOPES. 11 11 13. PROVIDE 6 WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER S HIGH 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. i L 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 18. 1 14. 00 THE SOILS ENGINEERING INVESTIGATION DATED _ 11/10/2006 PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED 114' 11110/2006 AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED_ 11110/2006 PREPARED BY (SOUTHERN CALIFORNIA GEOTECHNICAL), SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. f WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN i ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADING. 8.02 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING I 12'02 AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. i 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT. t 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM s NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 1 PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. f NV. 1308.87 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: INV. 1309.05 I p5g A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND I I 2 TERRACED AREAS AND ANY SUBSTRUCTURES. I lot i QQ B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE - COMPACTION, BENCHING AND FILLING OPERATIONS. f I C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB - DRAINS AND FILTER MATERIAL. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, V.6 AT TWELVE INCHES (12 ") ON CENTER. SLOPES OVER FIFTEEN FEET (15') IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10') ON CENTER; TREES AT TWENTY FEET (20') ON CENTER; COMBINATIONS FIFTEEN FEET (16) ON CENTER. SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 0 10 20 30 60 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. SCALE: 1" = 30.00' 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. PL 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. LIMIT OF 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. CONSTRUCTION 12 SLOPE FROM 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. OFFSITE 2.0% STREET PLANS 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET 18' '- VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY PARKING CURB AND OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. GUTTER 15' 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY LANDSCAPE 6' SIDEWALK RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SECTIONB -B 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. CALL BEFORE YOU DIG 1 CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert www.digalert.org 1-800- 227 -2600 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 7/1/2007 COMPLETION: 10/1/2007 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3 ") WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3') OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE PREPARED BY: WD PARTNERS, INC. APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE 5.8.2007 CITY ENGINEER 5.30.2007 CITY OF LAKE ELSINORE ZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 fflR4p &, SCALE: 1 it 5/30/07 I DATE: 5/7/2007 KEYED NOTES OCONTRACTOR TO FIELD VERIFY INVERT OF EXISTING STORM SEWER STUB PRIOR TO INSTALLATION OF PROPOSED STORM SEWER. O2 ROOF DRAIN DOWNSPOUTS TO LANDSCAPE. O3-0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT- OF-WAY. CROSS SLOPE IS NOT TO EXCEED 2.00 %. O CANOPY TO DRAIN ON THE SURFACE AS SHEET FLOW. O HEADWALL WITH RIP -RAP. SEE DETAIL C202 -04. GRADING LEGEND EXISTING SPOT ELEVATION: EXISTING CONTOUR: PROPOSED RUNOFF FLOW: PROPOSED SPOT ELEVATION: PROPOSED SPOT ELEVATION: AT CURB) PROPOSED CONTOUR: CROWN: EMERGENCY OVERFLOW ROUTING: ADA ACCESSIBLE ROUTE: (SEE KEYEDNOTE #3) PROPOSED SPOT ELEVATION: AT SCREEN WALL) 1EP9 760 2.1 % oo.00 00.50 TOP OF CURB 00.00 PAVEMENT 906 0 0 N7 v v 40 06.00 TOP OF WALL 00 001 BOTTOM OF WALL BENCHMARK INFORMATION BENCHMARK: 01-13M #1 FND CHISELED )CON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE MOST WESTERLY BOLT OF TRAFFIC SIGNAL BASE. CITY OF LAKE ELSINORE BM C -95 -34 ELEVATION ......... ............................... 1317.32' STRUCTURE SCHEDULE X1 EXISTING MANHOLE 1O RIM = 1311.47 EXIST. 57" INV. OUT = 1295.52 PROPOSED INVERT IN = 1301.47 E OPRECAST CONCRETE CATCH BASIN O RIM = 1313.20 INVERT IN = 1308.51 D INVERT OUT = 1308.30 C V -6" X V -6' DIA. CATCH BASIN. SEE DETAIL C201 -01 O PRECAST CONCRETE CATCH BASIN O RIM = 1310.38 INVERT IN = 1306.67 A INVERT OUT = 1306.58 B V -0" X V -0" DIA. CATCH BASIN. SEE V -0" X V -0" DIA. CATCH BASIN. SEE DETAIL C201 -01 DETAIL C201 -01 E SCHEDULE PRECAST CONCRETE CATCH BASIN RIM = 1312.30 INVERT IN = 1307.12 C INVERT IN = 1305.75 B INVERT OUT = 1305.67 E V -0' X V -0" DIA. CATCH BASIN. SEE DETAIL C201 -01 PRECAST CONCRETE CATCH BASIN RIM = 1313.07 INVERT IN = 1310.98 F INVERT OUT = 1310.07 D V -0" X V -0" DIA. CATCH BASIN. SEE DETAIL C201 -01 PRECAST CONCRETE CATCH BASIN RIM = 1312.32 INVERT OUT= 1309.32 A STORM SEWER PIP AD 262 LINEAR FEET OF 8" PVC AT 1.0% SLOPE G 83 LINEAR FEET OF 10" PVCAT 1.0% SLOPE Ai "hOVEtJ i -Gr'. t'Lr N11 l ISSUANCE O119 LINEAR FEET OF 12" PVC AT 1.0% SLOPIi J i 1 FA LKAS & ASSOCIATES, INC. DATE -_ ....___. .._ OD 94 LINEAR FEET OF 8" PVC AT 2.5 % SLOPE . ha,.e LLen l for adherence to the codes and ordinance. Authorization is O 84 LINEAR FEET OF 12" RCPAT5.0%'SLOPE'&led to issue a building permit pendingp. y ail applicable City agencies. 18 LINEAR FEET OFXPVCATI.9 %$LOPE -,Ice or granting of a permit based onFn ri of these plans shall not be construed to 48 LINEAR FEET OF 10 "PVC AT ti[dotai1 urove any violation of the applicable0cr ,finance. No permit presumed to give authority to violate or cancel the provisions of suchO61LINEARFEETOFXPVCAT6T11961SEOPBI' be valid. LIMIT OF PL PROPOSED CONSTRUCTION 6' CMU WALL CURB ANDADJACENT GUTTERPROPERTYr24BASIN, 3' .4' BASIN, 2' 3q B BASIN 3.3% I 2% OTTO A f 3' DEMO EXISTING BLOCK WALL 15' SECTION C -C 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 SHEET C102 12112!.[11 50' -0" MINIMUM 34' DIAMETER COARSE ROCK NOTES 2' RADE 5`p" MIN r 0 aLU FILTER CLOTH ENCASING O GRADE FASTENED TO POST ANDFASTENEDDTOPOPOST ENTIRE STABILIZED ROCK FLAP FOLDS OVER TO o00oCURBINLETS N ENTRANCE SIDES AND BOTTOM WIRE TYPICAL OF EACH METHOD ENCLOSE GRATE a °.a _71 a °.a a ,.e °, ,, ,a a '11 e...s B. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET ADJACENT EER. THE EROSION CONTROL PLAN j / \/ / \/ / / \ / \/\ \ j D. WIDTH -TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS STANDARD FABRIC SHALL INCLUDE DETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR MOUNTABLE BLE WHERE INGRESS OR EGRESS OCCURS 48" MIN. FENCE POSTS, DRIVEN MINIMUM 24" p ORANGE WOVEN OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY BERM INTO GROUND. INSTALL POST BEFORE OVERFLOW GAP MONOFILAMENT TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOININGSECTIONE. FILTER CLOTH - PLACE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE COMPACTING BACKFILL IF TRENCHING METHOD f SLICING y PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE IS USED. POST INSTALLED AFTER COMPACTION METHOD "LOW PROFILE WITH GUTTER DANDY BAG % DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM F. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION FOR SAFETY AND CURB APPEAL GRATEWHENSLICINGMETHODISUSED. SUCH GRADING OPERATIONS. h , t'1 ti.t.•.i \`. .`.'a,```. z U w wENTRANCESSHALLBEPIPEDACROSSTHEENTRANCE. IF PIPING IS IMPRACTICAL, ¢ > DESIGN CONFORMS TOyv. X " \f \ / / -` \\` \ f \ i MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED = m O CATCH BASIN VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THEf\ f f t jjy << j% f o z !j v / } e. ° .e TRENCHING METHOD_ FABRIC MATERIAL TO BE q Q ALL SHAPES OF CONCRETE CURBSf ° P PLACED IN 6 "x6 "TRENCH WITH "L "SHAPED DOGLEG FLOW N BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. w O DANDY BAG RAINY SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTINGf \ O \f/ \aa G. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BEFORE BACKFILLING AND COMPACTING THE SOIL ~ FOR CATCH BASINSr. . °. °. °.a Z NOTESm , •" , . , . o c.. a9 g.. r PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY SPECIFICATIONS A. INSTALLATION: THE DANDY PRODUCT SHOULD BE PLACED OVER THE GRATE AS THE GRATE SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE le °° a °° g8 °aka °° a ° d. °° a °° a °° ?a ° o °° a °° $a °¢8 ° $8 °° a REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND me'e. ,.7 a °.. a , .7 a ° .+ a. °.`a °. °. °. °,`e °. ,.+ e. , ° w a, ,`e °. ,.7 a. ,.`e w - S STANDS ON END. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW ON POUCH USED DURING THE RAINY SEASON SHALL BE SUBMITTED PRIOR TO OCTOBER 1. THEpgr.. 4q g.. ,y g.. 4y g•, v.. r•. aP v•. a9 r•, o-F g• v .. ° m,. o., P. v U AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL49 a ° °e.a ° °_.a °° 8 ° °_.e ° °o.a °•e.a o.a _.a _ °•a.e °•'a ° - SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT -OF -WAY MUST FENCE: WCE NWHE, 141 /2 A. 6"MAX. H M ( BELOW- GRADESIDE)OF THE UNIT. ATTACH ABSORBENT PILLOW TO TETHER CES SHOWN ON SAID PLANS SHALL BE INSTALLED NO LATER THAN OCTOBER P HARDWOOD ON THE BOTTO CONTROL DEVI o- ° a , .. o- ° .+ a , .+ a , .+ o- ° .+ °. , — , , a. , .+ a a. .e °. , .. a. , .`e F FENCE: WOVEN WIRE, 14 1/2 GA. 6" MX. MESH OPENING N d LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE 15, AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. f $ 4y a¢ dp ,y g• v dp g r¢ 4p g¢ ,y r yp g ° , g q a.. . w BE REMOVED IMMEDIATELY. FILTER CLOTH: FILTER X, MIRAFI 100X, OR APPROVED EQUAL 0,8 ° °e,8 ° e °,8 ° ° - ¢8 °° U LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THEa. , PREFAB UNIT: GEDFAB, ENVIROFENCE, OR APPROVED EQUAL TRENCHING GRATE TEMPORARY EROSION CONTROL PLANS SHALL PROVIDE THE FOLLOWING: c•. g•. r.. ".. r•. P•. r•. P , , ,. ,.. , . P .. H. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ) PLACE THE GRATE INTO ITS FRAME. FOLLOW ALL MANUFACTURES RECOMMENDATIONS. r ° ° ° ° ° ° e eta °°•a °• RIGHTS -OF- WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA TES METHOD B. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND a• ° ^ STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING A. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES. VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED 1. THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS: ri; % % •;ri/ /` ''Y i r DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED. IF USING OPTIONAL OILtti; \ , /•, ` a ,. B. FABRIC FASTENED SECURELY TO FENCE W /TIES SPACED AT 24" AT TOP AND MID SECTION. f% C. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY (6) INCHES. ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. A. IN CASE OF EMERGENCY, CALL BOB DORAN (RESPONSIBLE Y` , , y \ \ I. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN D. LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. C. ONLY APPROVED EQUALS WILL BE ACCEPTED, PERSON) AT (619)992-0600 (24 -HOUR PHONE NUMBER). n/\\ PLAN EVENT E. MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED, SEDIMENT TO MANUFACTURER: DANDY PRODUCTS, INC.2011 R HARRISBURG PIKE, GROVE CITY, OHIO 43123 BE REMOVED WHEN'BULGES' DEVELOP. (614) 875 -2284 B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION C104 01 STABILIZED CONSTRUCT ON ENTRANCE CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED C 1 04 02 SILT FENCE C 104 03 INLET PROTECTION PLANS. SCALE: NONE SCALE: 3/8 " =1' -0" 65838 12/13/07 5/7/07SCALE: NONE (SIGNATURE) ROE NO.) (EXP) (DATE) C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15 GRADING &EROSION LEGEND NECESSARY MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT 1• F• _ , _- _____._.__. -_ -___ ___ - CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY VICES OR TO REPAIR ANY DAMAGED EROSION CONTROL7 -- 1J11 L ORE DR. ' L - Jr STABILIZED CONSTRUCTION ENTRANCE: MEASURES WHEN RAIN IS IMMINENT. SEE DETAIL C104 -01) D + a' o D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT rd2, --_— THE APPROVAL OF THE CITY ENGINEER E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL4L` BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 5 DAYC' \ \ ' ` INLET PROTECTION: s RAINPROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). ( ) SEE DETAIL C704 ) r7 N 53 °3'55" W 31 - , a \`° a SE s F CHECK BERMS AND ALL SILT AND DEBRIS SHALL BE REMOVED Fv (1 c ..,r - -- \,f FROM Y.. T' —t ..,.- _.er- _w:_i_- ti.ri —..t e- \iii+ L J AFTER A RAINSTORM, DESILTING BASINS. ANY GRADED SLOPE SURFACET:.. , ' —'• SILT FENCE: f - 02 _ s- _ ( E DETAIL C104 ) `sr' IMMEDIATELY REPAIRED. AMAGED DURING A RAINSTORM SHALL ALSO BESEPROTECTIONMEASURESD 1 G. TEMPORARY SOIL STOCKPILE AREA: FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 1 - _ - _ - - - - h 1 + H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE 1 EXISTING CONTOUR: /60 TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED 1 \ \ WHENEVER THE DEPTH EXCEEDS TWO (2) FEET OR CREATES A HAZARDOUS G=, PROPOSED CONTOUR: CONDITION. EMERGENCY OVERFLOW ROUTING: HEIGHT. 2. TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3:1 RATIO ANDIOR TEN (10) FEET IN 16491 3. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE, DESIGNED FORPLYWOODSIGNWITHSITEADDRESSESe Wl' L II A•JVyYE VNi 1 W 1 ;H1f3n.:eaxe LAKESHORE DRIVE AND 16475 LAKESHORE A TWENTY -FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED F qr p 8 DRIVE, LAKE ELSINORE, CA 92530) AT A MINIMUM ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR Ye y/ ` ° " 1 THE FOLLOWING: r w t ION oa OF 24 INCHES IN HEIGHT: L y 1 I , ~ A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY i' {, 1 - .•- r'r' -.- o --.`3. o I \ '' > f ° \ TEMPORARY SOIL STABILIZATION MEASURES. ry. ON -SITE REVISIONS C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. D. DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC. DATE R EVISION DESCRIPTION INITIALS 4. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON THE PLAN. 5. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM 1 LIMITATIONS. 1 o rJ 6. THE PERM ITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID k CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. QF. 7. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THEs DIRECTOR OF PUBLIC SERVICES OR, IN AN EMERGENCY, BY THE PERSON RESPONSIBLE AN FOR GRADING OPERATIONS. S 53 °3'17 E 196.15 1 , L 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 1 FORTY PERCENT (40%). FORECASTS SHALL BE RECEIVED FROM BROADCASTS a PROVIDED BY THE UNITED STATES WEATHER SERVICE. N ) , AMC xe Arli " 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS 0 10 20 30 60 AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE D r 1 'y PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY 1 SCALE: 1" — 30.00' `d REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. O D DQ : ` I Z 10. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THELO SLOPE AT THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. CALL BEFORE YOU DIG 1 11. AT LEAST ONE (1) GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OFZ1 rs CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY WATER IN ANY DEVICE EXCEEDS EIGHTEEN (18) INCHES. ADDITIONAL GUARDS MAY BE 1 - - - THE REGIONAL NOTIFICATION CENTER NOT LESS REQUIRED AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. THAN TWO (2) WORKING DAYS NOR MORE THAN 1 / FOURTEEN (14) CALENDAR DAYS PRIOR TO 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS tS ! L ' ) '' EXCAVATION AND PIPES, AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. i453 °04'29 "W _ 223.P4'.. Dig Alert vvm.digalert.orgN53°O5'28 'W 2 1 - 800 - 227-2600 @ MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED aY: WD PARTNERS, INC. RYE 2852 Kelvin Avenue o s N9 Irvine, CA 92614 SHEETAPPROPRIATECONDITIONSOFDEVELOPMENTAND /OR CITY AND STATE `` oa t 949.753.7676T CITY OF LAKE ELSINOREFIRSTSUBMITTAL3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE r 2c 949.753.7678 F Pci Z TM C 104PLANNINGCOMMENTS14.30.2007 rt wdpartners.com APN: 379 - 241 -057 B1 BUILDING COMMENTS 1 4.30.2007 SCALE: APN: 379 - 241 -058 mr CIVIC `P ii— i BENCH MARK: 16491 LAKESHORE DRIVE RITE AID1CHANGEBULLETINTOFCAUFP1 — 30 (RITE 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE E ° CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER I ELEVATION 1317.32' LAKE ELSINORE, CA 92530 5.30.2007 5/30/07 / PC2 PLANNING COMMENTS 2 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5 2007 PLAN CHECK: 072 0001.06 NOTES 2' RADE 5`p" MIN r 0 BEAVER DAM FOR VELCRO CLOSURE 41_01 A. STONE SIZE -USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT GRADE FASTENED TO POST ANDFASTENEDDTOPOPOST FLAP FOLDS OVER TO o00oCURBINLETS EROSION CONTROL NOTES WIRE TYPICAL OF EACH METHOD ENCLOSE GRATE ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINOREB. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET ADJACENT CURB AND o GUTTER INLET LIFTING STRAPS o0o r MAX ACCESS 8" MIN DEPTH OF FABRIC BELOW GRADE ALLOW EASY ooc GRADING ORDINANCE NO. 882 AND STANDARDS OUTLINED WITHIN THIS DESIGN MANUAL. NO S p C. DEPTH -NOT LESS THAN SIX (6) INCHES WHEN SLICING METHOD IS USED. MOVEMENT OF UNIT GRADING PERMIT SHALL BE ISSUED BETWEEN OCTOBER 15 AND APRIL 15 WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGIN EER. THE EROSION CONTROL PLAN j / \/ / \/ / / \ / \/\ \ j D. WIDTH -TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS STANDARD FABRIC SHALL INCLUDE DETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR MOUNTABLEBLE WHERE INGRESS OR EGRESS OCCURS 48" MIN. FENCE POSTS, DRIVEN MINIMUM 24" p ORANGE WOVEN OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY BERM INTO GROUND. INSTALL POST BEFORE OVERFLOW GAP MONOFILAMENT TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOININGSECTIONE. FILTER CLOTH - PLACE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE COMPACTING BACKFILL IF TRENCHING METHOD f SLICING y PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE IS USED. POST INSTALLED AFTER COMPACTION METHOD "LOW PROFILE WITH GUTTER DANDY BAG % DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM F. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION FOR SAFETY AND CURB APPEAL GRATEWHENSLICINGMETHODISUSED. SUCH GRADING OPERATIONS. h , t'1 ti.t.•.i \`. .`.'a,```. z U w wENTRANCESSHALLBEPIPEDACROSSTHEENTRANCE. IF PIPING IS IMPRACTICAL, ¢ > DESIGN CONFORMS TOyv. X " \f \ / / -` \\` \ f \ i MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED = m O CATCH BASIN VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THEf\ f f t jjy << j% f o z !j v / } e. ° .e TRENCHING METHOD_ FABRIC MATERIAL TO BE q Q ALL SHAPES OF CONCRETE CURBSf ° P PLACED IN 6 "x6 "TRENCH WITH "L "SHAPED DOGLEG FLOW N BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. w O DANDY BAG RAINY SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTINGf \ O \f/ \aa G. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BEFORE BACKFILLING AND COMPACTING THE SOIL ~ FOR CATCH BASINSr. . °. °. °.a Z NOTESm , •" , . , . o c.. a9 g.. r PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY SPECIFICATIONS A. INSTALLATION: THE DANDY PRODUCT SHOULD BE PLACED OVER THE GRATE AS THE GRATE SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE le °° a °° g8 °aka °° a ° d. °° a °° a °° ?a ° o °° a °° $a °¢8 ° $8 °° a REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND me'e. ,.7 a °.. a , .7 a ° .+ a. °.`a °. °. °. °,`e °. ,.+ e. , ° w a, ,`e °. ,.7 a. ,.`e w - S STANDS ON END. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW ON POUCH USED DURING THE RAINY SEASON SHALL BE SUBMITTED PRIOR TO OCTOBER 1. THEpgr.. 4q g.. ,y g.. 4y g•, v.. r•. aP v•. a9 r•, o-F g• v .. ° m,. o., P. v U AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL49 a ° °e.a ° °_.a °° 8 ° °_.e ° °o.a °•e.a o.a _.a _ °•a.e °•'a ° - SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT -OF -WAY MUST FENCE: WCE NWHE, 141 /2 A. 6"MAX. H M ( BELOW- GRADESIDE)OF THE UNIT. ATTACH ABSORBENT PILLOW TO TETHER CES SHOWN ON SAID PLANS SHALL BE INSTALLED NO LATER THAN OCTOBER P HARDWOOD ON THE BOTTO CONTROL DEVI o- ° a , .. o- ° .+ a , .+ a , .+ o- ° .+ °. , — , , a. , .+ a a. .e °. , .. a. , .`e F FENCE: WOVEN WIRE, 14 1/2 GA. 6" MX. MESH OPENING N d LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE 15, AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. f $ 4y a¢ dp ,y g• v dp g r¢ 4p g¢ ,y r yp g ° , g q a.. . w BE REMOVED IMMEDIATELY. FILTER CLOTH: FILTER X, MIRAFI 100X, OR APPROVED EQUAL 0,8 ° °e,8 ° e °,8 ° ° - ¢8 °° U LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THEa. , PREFAB UNIT: GEDFAB, ENVIROFENCE, OR APPROVED EQUAL TRENCHING GRATE TEMPORARY EROSION CONTROL PLANS SHALL PROVIDE THE FOLLOWING: c•. g•. r.. ".. r•. P•. r•. P , , ,. ,.. , . P .. H. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ) PLACE THE GRATE INTO ITS FRAME. FOLLOW ALL MANUFACTURES RECOMMENDATIONS. r ° ° ° ° ° ° e eta °°•a °• RIGHTS -OF- WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA TES METHOD B. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND a• ° ^ STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING A. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES. VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED 1. THE FOLLOWING NOTES SHALL BE PLACED ON THE PLANS: ri; % % •;ri/ /` ''Y i r DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED. IF USING OPTIONAL OILtti; \ , /•, ` a ,. B. FABRIC FASTENED SECURELY TO FENCE W /TIES SPACED AT 24" AT TOP AND MID SECTION. f% C. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY (6) INCHES. ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. A. IN CASE OF EMERGENCY, CALL BOB DORAN (RESPONSIBLE Y` , , y \ \ I. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN D. LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. C. ONLY APPROVED EQUALS WILL BE ACCEPTED, PERSON) AT (619)992-0600 (24 -HOUR PHONE NUMBER). n/\\ PLAN EVENT E. MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED, SEDIMENT TO MANUFACTURER: DANDY PRODUCTS, INC.2011 R HARRISBURG PIKE, GROVE CITY, OHIO 43123 BE REMOVED WHEN'BULGES' DEVELOP. (614) 875 -2284 B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION C104 01 STABILIZED CONSTRUCT ON ENTRANCE CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED C 1 04 02 SILT FENCE C 104 03 INLET PROTECTION PLANS. SCALE: NONE SCALE: 3/8 " =1' -0" 65838 12/13/07 5/7/07SCALE: NONE (SIGNATURE) ROE NO.) (EXP) (DATE) C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15 GRADING &EROSION LEGEND NECESSARY MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT 1• F• _ , _- _____._.__. -_ -___ ___ - CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY VICES OR TO REPAIR ANY DAMAGED EROSION CONTROL7 -- 1J11 L ORE DR. ' L - Jr STABILIZED CONSTRUCTION ENTRANCE: MEASURES WHEN RAIN IS IMMINENT. SEE DETAIL C104 -01) D + a' o D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT rd2, --_— THE APPROVAL OF THE CITY ENGINEER E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL4L` BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 5 DAYC' \ \ ' ` INLET PROTECTION: s RAINPROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). ( ) SEE DETAIL C704 ) r7 N 53 °3'55" W 31 - , a \`° a SE s F CHECK BERMS AND ALL SILT AND DEBRIS SHALL BE REMOVED Fv (1 c ..,r - -- \,f FROM Y.. T' —t ..,.- _.er- _w:_i_- ti.ri —..t e- \iii+ L J AFTER A RAINSTORM, DESILTING BASINS. ANY GRADED SLOPE SURFACET:.. , ' —'• SILT FENCE: f - 02 _ s- _ ( E DETAIL C104 ) `sr' IMMEDIATELY REPAIRED. AMAGED DURING A RAINSTORM SHALL ALSO BESEPROTECTIONMEASURESD 1 G. TEMPORARY SOIL STOCKPILE AREA: FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 1 - _ - _ - - - - h 1 + H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE 1 EXISTING CONTOUR: /60 TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED 1 \ \ WHENEVER THE DEPTH EXCEEDS TWO (2) FEET OR CREATES A HAZARDOUS G=, PROPOSED CONTOUR: CONDITION. EMERGENCY OVERFLOW ROUTING: HEIGHT. 2. TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3:1 RATIO ANDIOR TEN (10) FEET IN 16491 3. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE, DESIGNED FORPLYWOODSIGNWITHSITEADDRESSESe Wl' L II A•JVyYE VNi 1 W 1 ;H1f3n.:eaxe LAKESHORE DRIVE AND 16475 LAKESHORE A TWENTY -FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED F qr p 8 DRIVE, LAKE ELSINORE, CA 92530) AT A MINIMUM ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR Ye y/ ` ° " 1 THE FOLLOWING: r w t ION oa OF 24 INCHES IN HEIGHT: L y 1 I , ~ A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY i' {, 1 - .•- r'r' -.- o --.`3. o I \ '' > f ° \ TEMPORARY SOIL STABILIZATION MEASURES. ry. ON -SITE REVISIONS C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. D. DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC. DATE R EVISION DESCRIPTION INITIALS 4. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON THE PLAN. 5. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM 1 LIMITATIONS. 1 o rJ 6. THE PERM ITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID k CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. QF. 7. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THEs DIRECTOR OF PUBLIC SERVICES OR, IN AN EMERGENCY, BY THE PERSON RESPONSIBLE AN FOR GRADING OPERATIONS. S 53 °3'17 E 196.15 1 , L 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 1 FORTY PERCENT (40%). FORECASTS SHALL BE RECEIVED FROM BROADCASTS a PROVIDED BY THE UNITED STATES WEATHER SERVICE. N ) , AMC xe Arli " 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS 0 10 20 30 60 AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE D r 1 'y PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY 1 SCALE: 1" — 30.00' `d REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. O D DQ : ` I Z 10. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THELO SLOPE AT THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. CALL BEFORE YOU DIG 1 11. AT LEAST ONE (1) GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OFZ1 rs CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY WATER IN ANY DEVICE EXCEEDS EIGHTEEN (18) INCHES. ADDITIONAL GUARDS MAY BE 1 - - - THE REGIONAL NOTIFICATION CENTER NOT LESS REQUIRED AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. THAN TWO (2) WORKING DAYS NOR MORE THAN 1 / FOURTEEN (14) CALENDAR DAYS PRIOR TO 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS tS ! L ' ) '' EXCAVATION AND PIPES, AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. i453 °04'29 "W _ 223.P4'.. Dig Alert vvm.digalert.orgN53°O5'28 'W 2 1 - 800 - 227-2600 @ MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED aY: WD PARTNERS, INC. RYE 2852 Kelvin Avenue o s N9 Irvine, CA 92614 SHEETAPPROPRIATECONDITIONSOFDEVELOPMENTAND /OR CITY AND STATE `` oa t 949.753.7676T CITY OF LAKE ELSINOREFIRSTSUBMITTAL3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE r 2c 949.753.7678 F Pci Z TM C 104PLANNINGCOMMENTS14.30.2007 rt wdpartners.com APN: 379 - 241 -057 B1 BUILDING COMMENTS 1 4.30.2007 SCALE: APN: 379 - 241 -058 mr CIVIC `P ii— i BENCH MARK: 16491 LAKESHORE DRIVE RITE AID1CHANGEBULLETINTOFCAUFP1 — 30 (RITE 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE E ° CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER I ELEVATION 1317.32' LAKE ELSINORE, CA 92530 5.30.2007 5/30/07 / PC2 PLANNING COMMENTS 2 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5 2007 PLAN CHECK: 072 0001.06 Elec 3— — Ex Elec c — Ex Elec — Ex Elec — Ex Elec Ex Elec — Ex Elec — Ex Elec — Ex Elec — Ex Elec — Ei Elec — Ex Elec — sas — Fir Co — —._ Lb SST RCP f -- — Ex San Er SW — — — Ex San — • — — _ - - a._. San ErSen San Er Er San San Ex St NVERT 130230 I'i LLI 1P We : — id' Water — — — Ex 10" Water — Ex iP Water — — — Ex 1d' Water — Ex 1i r Water — Ex 10' Water — — — 10' Water — — — Ex 10' Water — — Ex 10"Wan m l7 r -- .— __. r— „.— T...__ — 9 LJ AIS3sQ3JS” -i.. .' _ _`.Y.E' ,+-- _ . -... —. -- ___ -,ate: - ---' —. _ — .::.Y„._._..._. _T ri 10 Water w I R— .00' — - -13— — — r .. —— 13 7 1 I „ . I I I T a i U" 1 u'S iI IW _ Vrotl:'He i 1137 13 nIji -d 7 Lu TYP 3NtlC 7ti FD 77 1N nu I I. , LU IN on 1a f „4I "• t Rite Aid I LOLb A I .1 1 1 ' _'' 17,27 SS S FT. 1 2 FO BLDG -2 }' 6 RETAIL STRI F 07'-0" X 162 -4” EXTERIOR TvP 6,105 S F 13 In SITE AREA 108,064 SQ.FT. ! ml I i i 25 REGUL NR 9'X18' PARKI JG SPACES + 1 HANDI PED PARKIN SPACE r '=" rn 1 1 ' " 4t I 1 , 105/250) = 2 PARKING SPA ES REQUIRED _ —_ 68 REGULAR 9'X18' PARKING SPA ES 9-1 B i 3 HANDICAPPED PARKING SPAC 1 .Jd1w = WERT = NVERT = INVERT = L b i13I ! 314. 1314.35 314.35 1314.35 uF i - -- 17,2721250) = 69 PARKING SPACES RE UIRED 1 IT CQ 14 .. 1 IE E E E E NE O 1 s SS SS 2 mT W I I I INVERT = 1312.75 1313.32 10 C INVERT = Eo '0" E 196.15 1314.22 ! ° 1313.65 INVERT 1 1 10 113 1 „r 0 FFE = 1314.33 INVERT N -{1tJE 1 r 3T II 308.05 1 fn L7 INVERT= II130766 5 1230INVERT — 18 63.E ' DS x - 4 +,Y RIM 1311. .5'W 1 I. 1 1 6 "F 6'F G 14 N I L 2 1 I I t3 4.. 53 °D4'2 '"723."24"' N53 °0528 "W 196.15' qJ LOLO UTILITY CONTACTS ELECTRIC: TELEPHONE: S TELLITE: NATURAL GAS: SOUTHERN CALIFORNIA ELECTRIC VERIZON ADELPHIA CABLEVISION SOUTHERN CALIFORNIA GAS COMPANY 26100 MENIFEE RD. ROB FARRELL 4077 W. STETSON AVENUE 1981 W. LUGONIAAVENUE ROMOLAND, CA 92585 150 SOUTH JUANITA STREET HEMET. CA 92545 REDLANDS, CA 92374 -9796 DAVE REDDECLISS HEMET, CA 92545 TBD ANTHONY BARROZO 951.928.8206 951.929.0724 951.652.0020 909.335.7532 1'J /_r 0 =11:; ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY STREET LAKE ELSINORE, CA 92530 CHER QUINONES 951.674.3146 x8427 STORM WATER: RIVERSIDE COUNTY FLOOD CONTROL DISTRICT 1900 MARKET STREET RIVERSIDE, CA 92502 ED LOTZ 951.955.1266 11111 W.11 X&A milh 4 ELSINORE VALLEY MUNICIPAL WATER DISTRICT 31315 CHANEY STREET LAKE ELSINORE, CA 92530 CHER QUINONES 951.674.3146 x8427 FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT 2300 MARKET STREET RIVERSIDE, CA 92502 951.955.4777 UTILITY LINE LEGEND A P P R . DATE PROPOSED GAS: G a s / o4 e``PSA YF o c 6583 m rq t s TFQECACIFQP 1 285le C vin Avenue 949.753.76767 949.753.7678 F paran wdpartners.com G PROPOSED ELECTRIC: E FIRST SUBMITTAL E PROPOSED TELEPHONE: T PLANNING COMMENTS 1 T PROPOSED FIRE: SCALE: F B1 6 PROPOSED WATER: 4.30.2007 1 CHANGE BULLETIN 1.5'W PROPOSED IRRIGATION: IRR IRR PROPOSED SANITARY SEWER: SS DATE: 5F /7/2007 SS PROPOSED STORM SEWER 5.30.2007 SEE SHEET C102): PROPOSED IRRIGATION SLEEVE: EXISTING WATER: Ex Water EXISTING GAS: Ex Gas EXISTING TELEPHONE: Ex Te/e EXISTING SANITARY SEWER: Ex San EXISTING ELECTRIC: Ex Elec EXISTING STORM: Ex Storm SANITARY PIPE SCHEDULE O65 LINEAR FEET OF 6" PVC AT 2.0% SLOPE O306 LINEAR FEET OF 6" PVC AT 1.7% SLOPE OC 201 LINEAR FEET OF 6" PVC AT 0.8% SLOPE O17 LINEAR FEET OF 6" PVC AT 6.0% SLOPE OE 17 LINEAR FEET OF 6" PVC AT 4.1% SLOPE O17 LINEAR FEET OF 6" PVC AT 2.7% SLOPE I;U ED t ,:!R ` HfAT ISSUANCE Si: GT i FAZEKAS $ ASSOCIATES, INC. v — DATE _ _ Io , r'ar.s have been reviewed for adherence to the ode, ; and ordinance. Authorization is need to i;;Sue a building permit pendingiprrow :;y all applicable City agencies. e I s, -lnce or granting of a permit based onroyalortheseplansshallnotbeconstruedtoPeFfnit Noviolation mit presumed giveautloritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. KEYED NOTES ONATURAL GAS SERVICE. ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND N.F.P.A. STANDARDS. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL SIZE SERVICE, PROVIDE TAP AND METER, PIPING WITH COPPER LOCATOR, REGULATOR, AND TRENCHING AND BACKFILL FROM THE TAP TO THE PROPERTY LINE. GENERAL CONTRACTOR SHALL PROVIDE TRENCHING AND BACKFILL FROM THE PROPERTY LINE TO GAS METER SET BY GAS COMPANY AT THE BUILDING. GENERAL CONTRACTOR TO PROVIDE BOLLAflDS AT METER PER UTILITY STANDARDS. 2 ELECTRIC SERVICE. CONTRACTOR TO INSTALL SERVICE PER ALL STATE AND LOCAL CODES, POWER COMPANY, N. F. P.A., AND N.E.C. STANDARDS AND COORDINATE WITH THE POWER COMPANY TO VERIFY THE TRANSFORMER LOCATION, SIZE, ORIGIN OF SERVICE, AND ALL STANDARDS FOR WORK. SEE ARCHITECTURAL SHEETS FOR SECONDARY WIRING DESIGN. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL PROVIDE PRIMARY AND SECONDARD CABLE, PRIMARY AND SECONDARY CONNECTION, TRANSFORMER, METER, AND CT CABINET. GENERAL CONTRACTOR SHALL PROVIDE PRIMARY AND SECONDARY CONDUIT, SOCKET, ALL TRENCHING AND BACKFILL PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARD DETAIL NO. W -3 REQUIRED FOR SERVICE TO THE SITE, TRANSFORMER PAD, GROUND WIRE, AND PULLBOX AT THE PROPERTY LINE. GENERAL CONTRACTOR SHALL COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION FOR PRIMARY. OTELEPHONE SERVICE. VERIFY EXACT ROUTING AND TERMINATION REQUIREMENTS WITH TELEPHONE COMPANY BEFORE STARTING WORK. CONTRACTOR TO COORDINATE WITH OTHER UTILITIES AND UTILIZE SHARED TRENCHING IF PERMITTED. GENERAL CONTRACTOR TO COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL PROVIDE ALL CABLE AND WIRING FOR SERVICE. GENERAL CONTRACTOR TO PROVIDE 4" CONDUIT WITH PULL WIRE FROM PEDESTAL TO BUILDING, 3/4"x4x4' PLYWOOD BACKBOARD WITH #6 awg GROUND WIRE, AND ALL TRENCHING AND BACKFILL REQUIRED FOR SERVICE. OTELEVISION SERVICE SHALL BE PROVIDED BY ROOF MOUNTED SATELLITE. SEE ARCHITECTURAL SHEETS FOR DETAIL AND APPROXIMATE ROOFTOP LOCATION. O1.5" DOMESTIC WATER SERVICE. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE POLYETHYLENE TUBING (200 PSI) CONFORMING TO ASTM -2737, AWWA C-901, SIDR 7, AND PE 3408. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE AND SHUTOFF VALVE IN R.O.W. GENERAL CONTRACTOR SHALL SUPPLY 2" SPLIT BEFORE METER OFF OF 6" FIRE LINE, PIPING FROM THE PROPERTY LINE TO THE BUILDING, CURB BOX,2" METER VAULT PER CITY OF LAKE ELSINORE WATER STANDARDS, AND 2" DOUBLE CHECK BACKFLOW PREVENTER. O6' FIRE SUPPRESSION SERVICE. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE P.V.C. CONFORMING TO AWWA C -900 (200 PSI) WITH MECHANICAL JOINTS. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE AND SHUT OFF VALVE IN R.O.W. GENERAL CONTRACTOR SHALL SUPPLY 6" TAP AT THE EXISTING MAIN, PIPING FROM THE PROPERTY LINE TO THE BUILDING, CURB BOX, WATER METER PIT, 6" METER, AND 6" DOUBLE CHECK BACKFLOW PREVENTER. OIRRIGATION WATER SERVICE. PIPING SHALL BE POLYETHYLENE TUBING (200 PSI) CONFORMING TO ASTM -2737, AWWA C -901, SIDR 7, AND PE 3408, INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE, INSTALL METER, AND SHUTOFF VALVE IN R.O.W. GENERAL CONTRACTOR SHALL PROVIDE 1" DOUBLE CHECK BACKFLOW PREVENTER IN METER VAULT. MODEL TO MEET OR EXCEED WATTS #709 -DCDA. PIPING DOWNSTREAM OF DOUBLE CHECK SHALL BE 1 -1/2" SCHEDULE 40 PVC STUBBED TO EXTERIOR OF THE VAULT, 18" BELOW GRADE WITH SHUTOFF VALVE. O4" DIAMETER SCHEDULE 40 IRRIGATION SLEEVE, GENERAL CONTRACTOR SHALL PROVIDE PULL WIRE AND FLAG ENDS OF SLEEVES. VERIFY SLEEVE LOCATIONS WITH IRRIGATION CONTRACTOR. O EXISTING FIRE HYDRANT. 10 SANITARY SEWER LATERAL. PIPE SHALL BE P.V.C. ASTM D -3034 SDR 35, SEE PLAN FOR LENGTH, SIZE AND SLOPE. JOINTS SHALL CONFORM TO ASTM D -3212. PROVIDE CLEANOUTS AS INDICATED BY "CO" PER DETAIL 202 -06. COORDINATE LOCATION OF SANITARY SEWER LATERAL THROUGH FOUNDATION WITH STRUCTURAL DRAWINGS. MAINTAIN A MINIMUM OF 10' HORIZONTALAND 18' VERTICAL SEPARATION FROM WATER. 11 10" HDPE STORM LINE FROM DOWNSPOUT. USE BOOT CONNECTION AND EXTEND TO UNDERGROUND STORM STRUCTURE, PER PLAN. SEE SHEET C103 FOR STORM STRUCTURE. FOR EXACT DOWNSPOUT LOCATIONS, SEE ARCHITECTURAL DRAWINGS. PROVIDE CLEANOUTS AS SHOWN BY "CO" PER DETAIL C202 -06. 12 MONUMENT / PYLON SITE SIGN. PROVIDE 1 -1/2" P.V.C. CONDUITTO ELECTRIC PANEL. SEE ARCHITECTURAL SHEETS FOR CIRCUITING. 13 SITE LIGHT. PROVIDE 1 -1/2" P.V.C. CONDUIT TO ELECTRIC PANEL. SEE ARCHITECTURAL SHEETS FOR CIRCUITING. FOR LIGHT POLE BASE SEE DETAIL 0 -0 . 14 PROPOSED SUPER FIRE HYDRANT (6'x 4'x 2.5 ") PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT STANDARD DRAWING NO. W -7. 15 ROOF DRAINS. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. 16 POWER POLE TO BE UNDERGROUNDED PER APPROVED EDISON PLAN. CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert www.digalert.org 1-800- 227 -2600 MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN DATE R.C.E. NO. 65838, EXP. 12/13/07 1 a s / o4 e``PSA YF o c 6583 m rq t s TFQECACIFQP 1 285le C vin Avenue 949.753.76767 949.753.7678 F paran wdpartners.com CITY OF LAKE ELSINORE SHEET 105FIRSTSUBMITTAL3.19.2007 APN:379- 241 -057 APN: 379 - 241- 0( RITE AID) 16491 LAKESHORE DRIVE RETAIL) 16475 LAKESHORE DRIVE RETAIL LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 PC1 PLANNING COMMENTS 1 4.30.2007 KEN A. SEUMALO, RCE No. 56915 DATE CITY ENGINEER CITY OF LAKE ELSINORE SCALE: BENCH MARK: CM -95 -24 ELEVATION 1317.32 B1 BUILDING COMMENTS 1 4.30.2007 1 CHANGE BULLETIN 5.4.2007 FILE No. GRADING PERMIT 2 5.8.2007 DATE: 5F /7/2007 PC2 PLANNING COMMENTS 2 5.30.2007 CONTOUR TEMPLATE SCALE: 1 " =20' FIXTURE REFERENCE: PL1 MOUNTING ARM: 1.0' MTG. HEIGHT: 30' ARRANGEMENT: SINGLE FIXTURE WATTS: 310 CONTOUR LINES: FOOT - CANDLES PL1 H GENERAL PHOTOMETRIC NOTES PL2 " A. FOR POLE BASE INSTALLATION, SEE DETAIL C202 -03, MANUFACTURER: B. ALL PARKING LOT LIGHT POLES SHALL BE LITHONIA SERIES MODEL SSS 18 4C, 30' HEIGHT (32' MANUFACTURER: MOUNTING HEIGHT), BLACK IN COLOR, OR AS SPECIFIED BY OWNER'S REPRESENTATIVE. IES FILE: C. ALL NECESSARY MOUNTING BRACKETS, CONCRETE BASES, ANCHOR BOLTS, AND OTHER IES FILE: MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE 80 PROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR. CATALOG NO.: D. FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS, SOCKETS, LAMPS, ACCESS PLATES, ALL 20 INITIAL LUMENS: REQUIRED MOUNTING HARDWARE, BASES, AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE INITIAL LUMENS: MOUNTED SITE LIGHT FIXTURE INSTALLATION. 60 E. ALL WIRING SHALL BE COPPER WIRE IN 1Yz" RIGID CONDUIT LIGHT LOSS FACTOR: F. INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT. FOR FIXTURE WATTS: BASE, SEE DETAIL C202 -03. FIXTURE WATTS: G. ALL EXTERIOR LIGHTING FIXTURES, EITHER MOUNTED ON THE BUILDING OR FREESTANDING, SHALL 40 BE INSTALLED WITH CUT -OFF SHIELDING THAT REFLECTS LIGHTAWAY FROM ADJACENT PROPERTY FIXTURE TYPE: LINES. THE LIGHT SOURCE SHOULD NOT BE VISIBLE AT PROPERTY LINES. TOTAL LUMINARIES: H. FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TOTAL LUMINARIES: TO AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF OWNER'S REPRESENTATIVE. 20 PHOTOMETRIC CALCULATIONS 0 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. PL1 H FIRST SUBMITTAL PL2 " PLANNING COMMENTS 1 MANUFACTURER: LITHONIA LIGHTING MANUFACTURER: LITHONIA LIGHTING IES FILE: LTL11255 IES FILE: LTL11255 CATALOG NO.: KFV 250S SR3FL HS CATALOG NO.: KFV 250S SR3FL HS 20 INITIAL LUMENS: 29,000 INITIAL LUMENS: 29,000 LIGHT LOSS FACTOR: 1.0 LIGHT LOSS FACTOR: 1.0 FIXTURE WATTS: 310 FIXTURE WATTS: 310 FIXTURE TYPE: DROP LENSE FIXTURE TYPE: DROP LENSE TOTAL LUMINARIES: 5 TOTAL LUMINARIES: 14 mil] MARK I REVISIONS FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN SUMMARY (VEHICLE USE AREAS) GRADING PERMIT 2 SUMMARY (PEDESTRIAN AREAS) PLANNING COMMENTS 2 AVERAGE: 2.8 FC AVERAGE: 2.8 FC MAXIMUM: 7.1 FC MAXIMUM: 6.9 FC 60 MINIMUM: 0.2 FC MINIMUM: 0.4 FC AVGIMIN; 36:1 AVG/MIN: 17.3:1 MAX/MIN: 13.9:1 MAX/MIN: 7.1 :1 80 CONTOUR TEMPLATE SCALE :1 20' 80 -60 -40 -20 0 20 40 60 80 FIXTURE REFERENCE: PL1 MOUNTING ARM: 1.0' MTG. HEIGHT: 30' ARRANGEMENT: TWIN 3 i , FIXTURE WATTS: 310 CONTOUR LINES: FOOT - CANDLES MARK I REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert www.digalert.org 1- 800 - 227 -2600 80 -60 8/0 N QgARYF O o.65 m - w a / a fflK4 0 s SCALE: 1 itDATErFOFCAL \F 5/30/07 I DATE: 5/7/2007 40 -20 0 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' 20 40 CITY OF LAKE ELSINORE W011 40 20 0 20 40 60 80 60 80 SHEET APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 C106 FILE No. FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert www.digalert.org 1- 800 - 227 -2600 80 -60 8/0 N QgARYF O o.65 m - w a / a fflK4 0 s SCALE: 1 itDATErFOFCAL \F 5/30/07 I DATE: 5/7/2007 40 -20 0 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' 20 40 CITY OF LAKE ELSINORE W011 40 20 0 20 40 60 80 60 80 SHEET APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 C106 FILE No. C20101 TUBE STEEL CONNECTION SCALE: 3 " =1' -0" C201 -02 ROOF CONNECTION DETAIL. 6" DIA BOLLARD. SEE DETAIL C201 -05. CMU WALL WITH ATLAS FACEBRICK TO MATCH BUILDING LINE P08T— 3-4" .- 34" ,- 3-4" 4' -0" CHAIN LINK FENCE SEE DETAIL C201 -08: 6" DIA STEEL 8" REIN SLAB. DETAIL 7Oomz n 0 o o m DZDO a r o r z O O 3' " O 3' -10" 10" A 3' -4" 3-10' 0 SEE DETAIL C201 -0 LIN JOINT PIPE SLEEVE TYP) I I i 6" DI OLLARE E DETAIL -21 I", SAW CUT JOINTj WIDE 3" 0 0 N f 0w O z rQn O 0 C20 ROUNDED CONCRETE TOP PAINTED YELLOW 6" DIA. SCHEDULE 40 STEEL POST FILLED WITH CONCRETE AND PAINTED TRAFFIC YELLOW PER SPECIFICATIONS(4" DIAMETER AT DRIVE THRU) GRADE V -8" DIA. CONCRETE FOOTING CONCRETE COMPRESSIVE STREGTH (28 DAYS) = 3000 PSI COMPACTED SUBGRADE BOLLARD1.05 SCALE: NTS SOLID MASONARY CAP TO MATCH PARAPET CAP ON 1 1 /2" 'HR -36" METAL DECK - 16 GA. PRE FINISHED TUBE STEEL----,, BUILDING 28 DAY 4000 PSI CLASS -A- CONCRETE VED 8' -e r FACE OF CONC. BLOCK WALL POUR FLUSH W/ PROP. vd i ISSUANCE T.O. WALL PANEL PAVEMENT GRADE =u I FAZEKAS & ASSOCIATES, INC. SEE PLAN FOR SIZE TRASH ENCLOSUREC201 -04 _ _ - BASE PLATE 4' WIDE PAVEMENT 3/8'X 3 1/2" X o' -s" SEALER. SCALE: NTS 2 -5/8 "- X 12" A.B. 3/4 "- ANCHOR BOLT 1/2" EXPANSION JOINT WITH SEALANT s '101- t, .r: levik wed for adhere n h 6"x6 "x W1.2xW1.2 WWF STEEL BITMUNOUS CONCRETE _ 3 LAYER STUCCO bVER METAL LATH MAT REINFORCING PAVEMENT OR ut ,- a Liullulr,d permit pen '9 ANDPLATECONCRETEPERSITESEEDETAILC201 -02. nl' aFplicabl C Ity agcnaes. AND BUILDING 1 1/2" DRY PAK 3/8" X 3 1/2' X 0' -9" PLAN e PAPER 30# FELT v W /2.5/8 "_ X 12 "A B ^ or q itiny of a permit based orPVER CMU BLOCK 8'X 8" X 16- NATURAL GRAY PRECISION2• -- -\ ese Dlar s shall not be construe oSEE "A" ..K ° J BLOCK WITH #5 AT l,i `ove any violation of the apnlic le 16'O.C. VERTICAL AND #5 AT o o°o° .(ti r ,nc.e. No permit presumed to ve o o o°o°o°oo ° ° o °° o oc°oo°o I a valid. or cancel the provisions of s' ai 24" O.C. HORIZONTAL SOLID MASONRY CAP TO MATCH VENEER WITH FULLY o 0o FACED WITH EL PARAPET CAP ON BUILDING I DORADO STONE - 4 a 4 p a Q 3/4" CRUSHED PREPARED SUBGRADE. I MANZANITA CLIFF #5 DOWELS @ 16" O.C. 4 p STONE COMPACT TO 95 %. I STONE. 41 THICK GRADE WITH CONCRETE " X 6' B N 10 Q SECTION VIEW ROUNDED CONCRETE TOP 1 1/2' "HR -36" METAL DECK -16 GA. v X #10 W.W.M. a PAINTED BROWN PRE FINISHED. PAINT TO MATCH m a • a d a <0 ADJACENT BUILDING COLOR. 1/6" PER FT. SLOPEdd a -a' FINISH GRADE 2% SLOPE MAX. I —I _ III —I I— III — III —III ° a I- 1 =1 I I —I I •hfi-=•i•f4Wi ° °°•• ° °•••. III —I 11 =1 TI E III —I l is I i- III =III ' III III —III— ENCLOSURE WALL. — III -T =III =III =1 III —I I —I — SEE DETAIL -201 -10. C201 06 ENCLOSURE GATE JAMB DUMPSTER PAD ______ __ ____ ___ _ __ lkll1l ° ITIII —III — STEEL REINFORCING AND C 2 0 1 0 o PROVIDE COMMERCIAL GRADE SEE DETAIL i • I I — III —III= CONCRETE FOOTING PERSCALE: 1- 1/2 " =1' -0" - SCALE: NTS \ BARN STOP AND LOCKING C201 -08. I ^ I#I1 -111 I STRUCTURALDRAWINGSHARDWAREPERGATE • I- 1 5/8" DIAMETER TOP RAIL HSS 4x4x1/4 TYP, SHOP---,, \ MANUFACTURER'S STANDARDS % a DTI - PRIMED AND FIELD PAINTED ........ ......... „..,-...,.,,..,- ,.... 2 - #5 CONT. T &B PIPE CLAMPS SCREWED TO BROWN _ ENCLOSURE WALL SECTION SEE GATE HINGE \ GATE WITH WASHER SPACERS 201 10 SCALE: 3/4 " =1' -0” TO FACILITATE SLIDING PER DETAIL C201 -11. 9 GAUGE CHAIN LINK FENCE \ GATE MANUFACTURER'S 1 3/4" 1 3/4" 112" z WITH BROWN VINYL SLATS FOR 2" DIAMETER LINE POST STANDARDS a- SCREENING AT TRASH ENCLOSURE (GALVANIZED) AT 10' -0" 3/8'T. STEEL PLATE COPE & WELD ONLY MAXIMUM SPACING AROUND POLE; RADIUS FRONT a TOP OF SLAB cr o ' ;, X. X • BRACE WIRE EXISTING GROUN 8" DIA., TYP. e. — PIPE SLEEVE SET IN CONCRETE TO RECEIVE 4- LONG, GATE STOP 4" 3 112" 5/8 "0 STEEL PIN TO PLATE; LONG, EXTEND 1/4' WELD CAP NUT TO PIN s ABOVE CONCRETE 8" E.W. ENCASE PIPE WITH CONCRETE 3/8'T. STEEL PLATE 0 2" DIAMETER LINE POST AT 10' -0" OR AS NOTED ON PLANS • AFTER PIPE IS SET. F'C(28 DAYS) WELD TO PLATE & POST m e' =3000 PSI T. X 2 112" STEEL. PLATE ANGLE LINE POST SET IN CONCRETE FOOTING •, ' •' OR BENT WITH HOLE FOR STEEL PIN v A 3000 PSI 28 DAY COMPRESSIVE STRENGTH FOOTING BEYOND), WITH WALL FOOTING IINTEGRAL 12" DIA. p STEEL POST FRONT VIEW SIDE VIEW C201 -09 TRASH ENCLOSURE GATE- PARTIAL SECTION GATE FRAMING WITH SCALE: NTS 0 STEEL THRU -BOLTS WITH NUTS &WASHERS C201 -Q$ CHAIN LINK FENCE (WITHIN TRASH ENCLOSURE) C201 =1 GATE HINGE SCALE: NTS SCALE: NTS MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. a SA Y sioN ?ryIrvine, CA192614que APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE Q``FOO y 949.753.76767 CITY OF LAKE ELSINORE SHEET LAWS FIRST SUBMITTAL 3.19.2007 AND HAVE BEEN FOUND ACCEPTABLE 0 5 m R 949.753.7678 F PC1 PLANNING COMMENTS 1 4.30.2007 wdpartners.com APN:379- 241 -057 C201 B1 BUILDING COMMENTS 1 4.30.2007 mr s APE: 379 - 241 -058 BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE qlF FIC t FoP CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) CITY ENGINEER ELEVATION 1317.32' FILE No. N LAKE ELSINORE, CA 92530 GRADING PERMIT 2 5.8.2007 CITY EN LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 5/30/07 TUBE STEEL TO C20102 ROOF CONNECTION SCALE: 3" =1' -0" C201 03 TUBE STEEL TO ROOF CONNECTION SCALE: 3 " =1' -0" C201 -02 ROOF CONNECTION DETAIL. 6" DIA BOLLARD. SEE DETAIL C201 -05. CMU WALL WITH ATLAS FACEBRICK TO MATCH BUILDING LINE P08T— 3-4" .- 34" ,- 3-4" 4' -0" CHAIN LINK FENCE SEE DETAIL C201 -08: 6" DIA STEEL 8" REIN SLAB. DETAIL 7Oomz n 0 o o m DZDO a r o r z O O 3' " O 3' -10" 10" A 3' -4" 3-10' 0 SEE DETAIL C201 -0 LIN JOINT PIPE SLEEVE TYP) I I i 6" DI OLLARE E DETAIL -21 I", SAW CUT JOINTj WIDE 3" 0 0 N f 0w O z rQn O 0 C20 ROUNDED CONCRETE TOP PAINTED YELLOW 6" DIA. SCHEDULE 40 STEEL POST FILLED WITH CONCRETE AND PAINTED TRAFFIC YELLOW PER SPECIFICATIONS(4" DIAMETER AT DRIVE THRU) GRADE V -8" DIA. CONCRETE FOOTING CONCRETE COMPRESSIVE STREGTH (28 DAYS) = 3000 PSI COMPACTED SUBGRADE BOLLARD1.05 SCALE: NTS SOLID MASONARY CAP TO MATCH PARAPET CAP ON 1 1 /2" 'HR -36" METAL DECK - 16 GA. PRE FINISHED TUBE STEEL----,, BUILDING 28 DAY 4000 PSI CLASS -A- CONCRETE VED 8' -e r FACE OF CONC. BLOCK WALL POUR FLUSH W/ PROP. vd i ISSUANCE T.O. WALL PANEL PAVEMENT GRADE =u I FAZEKAS & ASSOCIATES, INC. SEE PLAN FOR SIZE TRASH ENCLOSUREC201 -04 _ _ - BASE PLATE 4' WIDE PAVEMENT 3/8'X 3 1/2" X o' -s" SEALER. SCALE: NTS 2 -5/8 "- X 12" A.B. 3/4 "- ANCHOR BOLT 1/2" EXPANSION JOINT WITH SEALANT s '101- t, .r: levik wed for adhere n h 6"x6 "x W1.2xW1.2 WWF STEEL BITMUNOUS CONCRETE _ 3 LAYER STUCCO bVER METAL LATH MAT REINFORCING PAVEMENT OR ut ,- a Liullulr,d permit pen '9 ANDPLATECONCRETEPERSITESEEDETAILC201 -02. nl' aFplicabl C Ity agcnaes. AND BUILDING 1 1/2" DRY PAK 3/8" X 3 1/2' X 0' -9" PLAN e PAPER 30# FELT v W /2.5/8 "_ X 12 "A B ^ or q itiny of a permit based orPVER CMU BLOCK 8'X 8" X 16- NATURAL GRAY PRECISION2• -- -\ ese Dlar s shall not be construe oSEE "A" ..K ° J BLOCK WITH #5 AT l,i `ove any violation of the apnlic le 16'O.C. VERTICAL AND #5 AT o o°o° .(ti r ,nc.e. No permit presumed to ve o o o°o°o°oo ° ° o °° o oc°oo°o I a valid. or cancel the provisions of s' ai 24" O.C. HORIZONTAL SOLID MASONRY CAP TO MATCH VENEER WITH FULLY o 0o FACED WITH EL PARAPET CAP ON BUILDING I DORADO STONE - 4 a 4 p a Q 3/4" CRUSHED PREPARED SUBGRADE. I MANZANITA CLIFF #5 DOWELS @ 16" O.C. 4 p STONE COMPACT TO 95 %. I STONE. 41 THICK GRADE WITH CONCRETE " X 6' B N 10 Q SECTION VIEW ROUNDED CONCRETE TOP 1 1/2' "HR -36" METAL DECK -16 GA. v X #10 W.W.M. a PAINTED BROWN PRE FINISHED. PAINT TO MATCH m a • a d a <0 ADJACENT BUILDING COLOR. 1/6" PER FT. SLOPEdd a -a' FINISH GRADE 2% SLOPE MAX. I —I _ III —I I— III — III —III ° a I- 1 =1 I I —I I •hfi-=•i•f4Wi ° °°•• ° °•••. III —I 11 =1 TI E III —I l is I i- III =III ' III III —III— ENCLOSURE WALL. — III -T =III =III =1 III —I I —I — SEE DETAIL -201 -10. C201 06 ENCLOSURE GATE JAMB DUMPSTER PAD ______ __ ____ ___ _ __ lkll1l ° ITIII —III — STEEL REINFORCING AND C 2 0 1 0 o PROVIDE COMMERCIAL GRADE SEE DETAIL i • I I — III —III= CONCRETE FOOTING PERSCALE: 1- 1/2 " =1' -0" - SCALE: NTS \ BARN STOP AND LOCKING C201 -08. I ^ I#I1 -111 I STRUCTURALDRAWINGSHARDWAREPERGATE • I- 1 5/8" DIAMETER TOP RAIL HSS 4x4x1/4 TYP, SHOP---,, \ MANUFACTURER'S STANDARDS % a DTI - PRIMED AND FIELD PAINTED ........ ......... „..,-...,.,,..,- ,.... 2 - #5 CONT. T &B PIPE CLAMPS SCREWED TO BROWN _ ENCLOSURE WALL SECTION SEE GATE HINGE \ GATE WITH WASHER SPACERS 201 10 SCALE: 3/4 " =1' -0” TO FACILITATE SLIDING PER DETAIL C201 -11. 9 GAUGE CHAIN LINK FENCE \ GATE MANUFACTURER'S 1 3/4" 1 3/4" 112" z WITH BROWN VINYL SLATS FOR 2" DIAMETER LINE POST STANDARDS a- SCREENING AT TRASH ENCLOSURE (GALVANIZED) AT 10' -0" 3/8'T. STEEL PLATE COPE & WELD ONLY MAXIMUM SPACING AROUND POLE; RADIUS FRONT a TOP OF SLAB cr o ' ;, X. X • BRACE WIRE EXISTING GROUN 8" DIA., TYP. e. — PIPE SLEEVE SET IN CONCRETE TO RECEIVE 4- LONG, GATE STOP 4" 3 112" 5/8 "0 STEEL PIN TO PLATE; LONG, EXTEND 1/4' WELD CAP NUT TO PIN s ABOVE CONCRETE 8" E.W. ENCASE PIPE WITH CONCRETE 3/8'T. STEEL PLATE 0 2" DIAMETER LINE POST AT 10' -0" OR AS NOTED ON PLANS • AFTER PIPE IS SET. F'C(28 DAYS) WELD TO PLATE & POST m e' =3000 PSI T. X 2 112" STEEL. PLATE ANGLE LINE POST SET IN CONCRETE FOOTING •, ' •' OR BENT WITH HOLE FOR STEEL PIN v A 3000 PSI 28 DAY COMPRESSIVE STRENGTH FOOTING BEYOND), WITH WALL FOOTING IINTEGRAL 12" DIA. p STEEL POST FRONT VIEW SIDE VIEW C201 -09 TRASH ENCLOSURE GATE- PARTIAL SECTION GATE FRAMING WITH SCALE: NTS 0 STEEL THRU -BOLTS WITH NUTS &WASHERS C201 -Q$ CHAIN LINK FENCE (WITHIN TRASH ENCLOSURE) C201 =1 GATE HINGE SCALE: NTS SCALE: NTS MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. a SA Y sioN ?ry Irvine, CA192614que APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE Q``FOO y 949.753.76767 CITY OF LAKE ELSINORE SHEET LAWS FIRST SUBMITTAL 3.19.2007 AND HAVE BEEN FOUND ACCEPTABLE 0 5 m R 949.753.7678 F PC1 PLANNING COMMENTS 1 4.30.2007 wdpartners.com APN:379- 241 -057 C201 B1 BUILDING COMMENTS 1 4.30.2007 mr s APE: 379 - 241 -058 BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE qlF FIC t FoP CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) CITY ENGINEER ELEVATION 1317.32' FILE No. N LAKE ELSINORE, CA 92530 GRADING PERMIT 2 5.8.2007 CITY EN LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 5/30/07 DOUBLE STRIPING DETAILC202_01 1 MARK REVISIONS OGRATE. FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN ROUNDED TO RADII. GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 Ji U ZCcO a zW V) ao N m a Y"TYP OGRATE. O RTDGAFALLEDGES EDGES TO BE A` w TO BE ROUNDED w U) TO A" RADII. U) ROUNDED TO RADII. 2895 REINFORCING REINFORCING i STEEL gill I ; ; SECTION A Ij T fUU 4 UU I 4 I' m STEEL 12 #4 BARS 0.5 SLAG 2' -0" 1360 2710 600 VARIE - SEE CONSTRUCTION GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR Z GROUND ROD WIRE BASIN SIZING JOINT 4111 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE g OPTIONAL PRECAST y LAKE ELSINORE, CA 92530 JOINT - - -- O PLAN CHECK: 072 0001.06 LAWS AND HAVE BEEN FOUND ACCEPTABLE STEP (TYP) w 3.19.2007 4.30.2007 rn 4.30.2007 5.30.2007 w0 J I I ma NOT IIIIII FLOW LINE PERMISSIBLE CONSTRUCTION JOINT SECTION A SECTION B 2'-3Yz" PLAN BASIN SIZING INSIDE GRATE. ALL TOP SLAB WATER - CEMENTRATIO MAX) EDGES TO BE A` REINFORCING DIMENSION RAVEL 1160 ROUNDED TO RADII. 2895 AT 6" .C. REINFORCING i STEEL gill I ; ; SECTION A Ij T fUU 4 UU I 4 6" TO 42' 12 #4 BARS 0.5 PLAN BASIN SIZING INSIDE DRY AGGREGATES (LB/C.Y.) TOP SLAB WATER - CEMENTRATIO MAX) PIPE SIZE REINFORCING DIMENSION RAVEL 1160 1735 2895 AT 6" .C. 3-0" x 3-0" UP T 8 #4 BARS 4'-D" x 4' -0" 6" TO 42' 12 #4 BARS CONCRETE TABLE TYPE OF AGGREGATE DRY AGGREGATES (LB/C.Y.) CEMENT CONTENT LB /C.Y.) WATER - CEMENTRATIO MAX) FINE ARSE TOTAL RAVEL 1160 1735 2895 00 0.5 LIMESTONE 1285 1630 2915 ELECTRICAL CONTRACTOR 0.5 SLAG 1350 1360 2710 600 0. NOTES A. GRATE: NEENAH NO. R- 4859 -C OR EAST JORDAN NO. 5110 TYPE M3 OR APPROVED EQUAL. B. WALLS: CAST -IN -PLACE WALLS SHALL HAVE A NOMINAL THICKNESS OF 8 ". PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF WAND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. PRECAST TOPS SHALL BE 8" THICK. C. STEPS: STEPS SHALL BE PROVIDED WHERE THE DEPTH OF THE STRUCTURE EXCEEDS 6'. D. CONCRETE: CAST -IN -PLACE CONCRETE TO MEET THE COMPOSITION SPECIFIED IN THE CONCRETE TABLE. ALL PRECAST CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C478. E. INLETS OVER 12' IN DEPTH SHALL BE PRECAST OR CAST -IN -PLACE CONCRETE; REINFORCED WITH #4 BARS ON 12" CENTERS BOTH VERTICALLY AND HORIZONTALLY WITH 2" CLEARANCE FROM INSIDE WALL FACE. F. PRECAST BASE: IF A PRECAST BASE IS USED, IT SHALL BE SET DEEP ENOUGH SO THAT THE TOP CAN BE PLACED ON THE BASE TO PROVIDE THE GRATE ELEVATION SPECIFIED IN THE PLANS. PRECAST GRADE RINGS MAY BE USED TO ADJUST THE TOP ELEVATION. * *OR ** A MINIMUM OF TWO COURSES OF BRICK SHALL BE USED TO ADJUST THE TOP ELEVATION. G. LOCATION AND ELEVATION: WHEN GIVEN ON THE PLANS, THE LOCATION AND THE ELEVATION ARE AT THE TOP CENTER OF THE GRATE. H. MINIMUM DEPTH: THE MINIMUM DEPTH SHALL BE THE OUTSIDE DIAMETER (O.D.) OF THE OUTLET PIPE PLUS 7" I. OPENINGS: PIPE OPENINGS SHALL BE THE O.D. OF THE PIPE BEING SUPPLIED PLUS 2' WHEN PREFABRICATED OR FIELD CUT. THE INTERSTITIAL SPACE SHALL BE FILLED WITH GROUT. 02 SQUARE CATCH BASINC202SCALE: 3/8 " =1' -011 VIP 2 e 11 1 ill ILI 2' -0' SECTION POLE - MOUNTED LUMINAIRE AND MOUNTING BRACKET. SEE ELECTRICAL PLANS FOR FIXTURE SCHEDULE. POLE MODEL LITHONIA SSS 25 5C. CONCRETE PIER WITH (4) #7 REBAR UPRIGHT, AND #3 TIES AT 12" O.C. VERTICAL. TOP (2) 3 TIES SPACED AS SHOWN. PIER TO BE CONSTRUCTED IN ONE CONTINUOUS POUR. CHAMFER TOP EDGE 2' AT 45 ° HAND HOLE WITH WEATHER PROOF COVER AND HARDWARE PER MANUF. SPECIFICATIONS. GROUND LUG (BY MANUFACTURER) FOR ELECTRIC GROUND. GROUND LUG (BY MANUFACTURER) FOR COPPERWELD CONNECTION. 4) ANCHOR BOLTS- V DIA x 36" LONG WITH 4" LEG. STEEL BASE PLATE. INSTALLED ON 1 "THICK NON - SHRINK GROUT BED. ADJACENT FINISH GRADE 8 COPPER GROUND WIRE. RUN WIRE THROUGH CONDUIT GROUND ROD. CONDUIT FOR CIRCUIT WIRING CIRCUIT AS SHOWN ON UTILITY PLAN. x 10'-0" COPPERWELD GROUND ROD. FOOTING 16" S =1/2 L' MIN, B . 707 Ll MAX. DITCH BANK ro 30' MIN. 45' MAX. REINF. CONC. / 1 CLASS "A" PER SECT. 725 U'TP C202 04 HEADWALL DETAIL CONCRETE TO HAVE 28 -DAY SCALE: 3/4 " =1' -0" COMPRESSIVE STRENGTH OF 4,000 PSI WITH 6% AIR CONTENT. 3 REINFORCING TIES AT 12" O.C. VERTICALLY N CONDUIT FOR LIGHT CIRCUITING. 4) #7 REBAR UPRIGHT MAINTAIN 3" CLEAR FROM TOP AND BOTTOM AND EDGES. CONDUIT FOR GROUND WIRE. MAINTAIN PLAN MINIMUM 3" CLEAR FROM SIDE OF CONCRETE PIER. NOTES A. FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED ON/OFF THROUGH A LIGHTING CONTROLLER ( WITH PHOTO CELL) AND TIME CLOCKS. SEE ELECTRICAL SHEETS FOR DETAILS. B. GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION. D. SEE LIGHT POLE CALCULATIONS. DIVISION OF RESPONSIBILITIES 2852 Kelvin Avenue ITEM FURNISHED INSTALLED POLE - MOUNTED AND LIGHTING BRACKETRACKET ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONDUIT FOR LIGHT CIRCUITING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR C202 -03 SCALE: 112'-=1'-G' REGULATORY SIGNS. SEE DETAIL C203 -01. O 2" SQUARE GALVANIZED SIGN m POST WITH PRE - DRILLED HOLES OF_ LAP SPLICE MINIMUM OF 6" AND PROVIDE z 2) Y8" DIA. GALVANIZED THRU BOLTS WITH 2E WASHERS AND LOCK NUTS AT 4" O.C. rD LANDSCAPE OR PAVEMENT, SEE SITE IMPROVEMENT PLAN B" DIAMETER CONCRETE FOOTING TOP SHALL BE FLUSH WITH FINISHED GRADE AND BOTTOM BELOW LOCAL FROST DEPTH NOTES A. SPECIFIC CCDE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. B. (1) SIGN AT FACH ENTRANCE. SEE SITE IMPROVEMENT PLAN FOR LOCATION. C202_07 SIGN POST SCALE: NTS ASPHALT SEALER ORIGINAL EDGE OF EXISTING PAVING EXISTING BITUMINOUS (SHOWN DASHED) PAVING SAW -CUT EXISTING PAVING. APPLY ASPHALT CEMENT (AC -20) TO EXPOSED SURFACES q g °. 'q ; °. ° .. 3 Il 0 p 0 p.• p • . V PROPOSED ASPHALTPRIORTOPLACEMENTda „ g a > oaa e. °eke °° e ° ¢ OF NEW PAVING. • _ a• > e. , .a o- , . o- , .e , . °e' PAVEMENT SECTION 4 ' °' Il ° SEE DETAIL C202 -05. EXISTING \ \/ % \ \ / % \ \ / % \ \ /%\ \ \ \ / / \ \ \ / % \ \ / % \\ / \\ AGGREGATE BASEAGGREGATEBASE / / \// / COURSE COMPACTED SUBGRADE / // / //j \ / /i \ / / \\ \ \ / /\ / //jam/ /j\ MATCH EXISTING OR STRUCTURAL. FILL `\ CONDITIONS 1' 0" REMOVE EXISTING BITUMINOUS PAVING 2'-0" REMOVE EXISTING TOP COURSE STANDARD DUTY PAVING A = 5' ASPHALT CONCRETE &B B = TACK COAT (0.05 GAL/S.Y.) C = 6' OF AGGREGATE BASE D = 12" OF COMPACTED SUBGRADE C 7 2'X 2' CONCRETE COLLAR 4" THICKNESS MINIMUM) — ASPHALT OR CONCRETE PAVING SEE GRADING PLAN CLEANOUT PLUG, 3" BELOW PAVING OR 1' ABOVE FINAL LANDSCAPE GRADE – TRENCH BACKFILL PER DETAIL C202 -11. M 1 '.W i FLOW MANHOLE FOR PAVED AREAS INSTALL FLUSH WITH GRADE IN LANDSCAPE AREA ONLY FLOW 1, ww U.] a: z INDICATED liLCfVVVVI- INDICATED "C.O." ON PLANS NOTES DOUBLE CLEANOUT- INDICATED "D.C.O.' ON PLANS A. SUBGRADE COMPACTION: CBR =12 A. CLEANOUT LOCATIONS INDICATED ON GRADING AND UTILITY PLANS AS "CO" FOR SINGLE B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED CLEANOUT AND "DCO" FOR DOUBLE CLEAN OUT. TO 95% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY B. PROVIDE CLEANOUTS AS SPECIFIED: C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 1. ZURN Z -1400 CLEANOUTS IN NON - TRAFFIC AREAS AND SIDEWALKS REQUIREMENTS OF THE CURRENT CALTRANS "CONSTRUCTION AND MATERIAL 2. ZURN -1449 CLEANOUTS IN LANDSCAPED AREAS SPECIFICATIONS" 3. ZURN Z -1400 HD CLEANOUTS IN TRAFFIC AREAS WITH A "SERVICE STATION' TYPE MANHOLE, OPW #104 At - DOVER CORP OPW DIV. C202 -05 ASPHALT PAVING SECTION C2O2 -O6 SEWER PIPE CLEANOUT SCALE: NONE SCALE: 3/4"=V-0" DECORATIVE WALL 8" CMU BLOCK CONCRETE CAP. PAINT TO FULLY GROUT MATCH TRASH ENCLOSURE PL WALL CAP. STUCCO FINISH TO MATCH BLDG. .:,;•. 12 "X1 8 "X.080 GA. RETRO REFLECTORIZED ALUMINUM SIGN WITH PARKING BY PERMIT ONLY" TEXT INTERNATIONAL SYMBOL OF rmrronir ` O ACCESSIBILITY. BORDER AND LETTERING IN WHITE ON BLUE BACKGROUND STANDARD "FINE" SIGN WHEN REQUIRED BY LOCAL CODE ^" 4 9 32" O.C. (V) Al 4 Q 32" O.C. (H) :; STANDARD "VAN ACCESSIBLE" SIGN AT SPACE ADJACENT TO 8.0' LOADING SPACE K 9 2" SQUARE GALVANIZED SIGN m POST WITH PRE - DRILLED HOLES O LAP SPLICE MINIMUM OF 6" AND PROVIDE z_ 2) Y8" DIA. GALVANIZED THRU BOLTS WITH WASHERS AND LOCK NUTS AT 4" O.C. a9 LANDSCAPE OR PAVEMENT, \ a SEE SITE IMPROVEMENT PLAN X /\. Xj 8" DIAMETER CONCRETE FOOTING TOP SHALL BE FLUSH WITH / / \\ \\ FINISHED GRADE AND BOTTOM \ / BELOW LOCAL FROST DEPTH C202 -08 6' SCREENING WALL SCALE: NTS is e ITE TRAFFIC PAINT PER CIFICATIONS 9 u NOTES r I A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR LOCATION 09 ACCESSIBLE PARKING SIGNC202 A.C. A.B. 6" BASE I NOTES SCALE: 1/2" =1' -0" 3- 0" 18" r3/8" 8" 3/8" LIP 1" 244 CONTINUOUS A. CONCRETE SHALL BE OF CLASS 520 -C -2500. B. ALL GUTTER FLOWLINES SHALL BE WATER TESTED. C. WEAKENED -PLANS JOINTS SHALL BE CONSTRUCTED AT 12' INTERVALS EXCEPT THROUGH DRIVEWAY AND ALLEY APRONS. 202_1 2 PAINTED TRAFFIC ARROW IC202=1 3 CONCRETE V- GUTTER SCALE: 1"=1" SCALE: NTS 7 Aai .IAT re rew. ad for adherence to theaP rid ordinance. Authorization isedI' issue a building Permit Pendingprovr; by all applicable City agencies. Ile lss;;ance or granting of a Permit based onI1,( Val Ot th.se plans shall not be construed topel:wt , r anProve any violation of the applicableaoaa < "r ordinance. No permit presumed to giveauthori!y' to violate Or cancel the provisions Of suchodesshalioevalid. A.C. A.B. 2852 Kelvin Avenue NOTES Irvine, CA 92614 CITY OF LAKE ELSINORE SHEET A. BASE COURSE TO CONFORM TO STATE D.O.T. STANDARDS FOR BASE COURSE COMPACTED 949.753. 7676T TO 100% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY APN:379- 241 -057M B. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM P. a wdpartners.com APN: 379 - 241 -058 REQUIREMENTS OF THE CURRENT STATE D.O.T. ROADWAY DESIGN CRITERIA BENCH MARK: CIVIL 16491 LAKESHORE DRIVE (RITE AID) C202 ml 0 ASPHALT TRANSITION SCALE: 1" = V -0" A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 16475 LAKESHORE DRIVE (RETAIL) PREPARED BY: WD PARTNERS, INC. ELEVATION 1317.32' LAKE ELSINORE, CA 92530 APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 LAWS AND HAVE BEEN FOUND ACCEPTABLE ZIKAR SARYEDDEAN DATE R.C.E. NO. 65838, EXP. 12/13/07 3.19.2007 4.30.2007 KEN A. SEUMALO, RCE No. 56915 DATE CITY ENGINEER CITY OF LAKE ELSINORE 4.30.2007 5.4.2007 5.8.2007 5.30.2007 STANDARD DUTY PAVING A = 5' ASPHALT CONCRETE &B B = TACK COAT (0.05 GAL/S.Y.) C = 6' OF AGGREGATE BASE D = 12" OF COMPACTED SUBGRADE C 7 2'X 2' CONCRETE COLLAR 4" THICKNESS MINIMUM) — ASPHALT OR CONCRETE PAVING SEE GRADING PLAN CLEANOUT PLUG, 3" BELOW PAVING OR 1' ABOVE FINAL LANDSCAPE GRADE – TRENCH BACKFILL PER DETAIL C202 -11. M 1 '.W i FLOW MANHOLE FOR PAVED AREAS INSTALL FLUSH WITH GRADE IN LANDSCAPE AREA ONLY FLOW 1, ww U.] a: z INDICATED liLCfVVVVI- INDICATED "C.O." ON PLANS NOTES DOUBLE CLEANOUT- INDICATED "D.C.O.' ON PLANS A. SUBGRADE COMPACTION: CBR =12 A. CLEANOUT LOCATIONS INDICATED ON GRADING AND UTILITY PLANS AS "CO" FOR SINGLE B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED CLEANOUT AND "DCO" FOR DOUBLE CLEAN OUT. TO 95% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY B. PROVIDE CLEANOUTS AS SPECIFIED: C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 1. ZURN Z -1400 CLEANOUTS IN NON - TRAFFIC AREAS AND SIDEWALKS REQUIREMENTS OF THE CURRENT CALTRANS "CONSTRUCTION AND MATERIAL 2. ZURN -1449 CLEANOUTS IN LANDSCAPED AREAS SPECIFICATIONS" 3. ZURN Z -1400 HD CLEANOUTS IN TRAFFIC AREAS WITH A "SERVICE STATION' TYPE MANHOLE, OPW #104 At - DOVER CORP OPW DIV. C202 -05 ASPHALT PAVING SECTION C2O2 -O6 SEWER PIPE CLEANOUT SCALE: NONE SCALE: 3/4"=V-0" DECORATIVE WALL 8" CMU BLOCK CONCRETE CAP. PAINT TO FULLY GROUT MATCH TRASH ENCLOSURE PL WALL CAP. STUCCO FINISH TO MATCH BLDG. .:,;•. 12 "X1 8 "X.080 GA. RETRO REFLECTORIZED ALUMINUM SIGN WITH PARKING BY PERMIT ONLY" TEXT INTERNATIONAL SYMBOL OF rmrronir ` O ACCESSIBILITY. BORDER AND LETTERING IN WHITE ON BLUE BACKGROUND STANDARD "FINE" SIGN WHEN REQUIRED BY LOCAL CODE ^" 4 9 32" O.C. (V) Al 4 Q 32" O.C. (H) :; STANDARD "VAN ACCESSIBLE" SIGN AT SPACE ADJACENT TO 8.0' LOADING SPACE K 9 2" SQUARE GALVANIZED SIGN m POST WITH PRE - DRILLED HOLES O LAP SPLICE MINIMUM OF 6" AND PROVIDE z_ 2) Y8" DIA. GALVANIZED THRU BOLTS WITH WASHERS AND LOCK NUTS AT 4" O.C. a9 LANDSCAPE OR PAVEMENT, \ a SEE SITE IMPROVEMENT PLAN X /\. Xj 8" DIAMETER CONCRETE FOOTING TOP SHALL BE FLUSH WITH / / \\ \\ FINISHED GRADE AND BOTTOM \ / BELOW LOCAL FROST DEPTH C202 -08 6' SCREENING WALL SCALE: NTS is e ITE TRAFFIC PAINT PER CIFICATIONS 9 u NOTES r I A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR LOCATION 09 ACCESSIBLE PARKING SIGNC202 A.C. A.B. 6" BASE I NOTES SCALE: 1/2" =1' -0" 3- 0" 18" r3/8" 8" 3/8" LIP 1" 244 CONTINUOUS A. CONCRETE SHALL BE OF CLASS 520 -C -2500. B. ALL GUTTER FLOWLINES SHALL BE WATER TESTED. C. WEAKENED -PLANS JOINTS SHALL BE CONSTRUCTED AT 12' INTERVALS EXCEPT THROUGH DRIVEWAY AND ALLEY APRONS. 202_1 2 PAINTED TRAFFIC ARROW IC202=1 3 CONCRETE V- GUTTER SCALE: 1"=1" SCALE: NTS 7 Aai .IAT re rew. ad for adherence to theaP rid ordinance. Authorization isedI' issue a building Permit Pendingprovr; by all applicable City agencies. Ile lss;;ance or granting of a Permit based onI1,( Val Ot th.se plans shall not be construed topel:wt , r anProve any violation of the applicableaoaa < "r ordinance. No permit presumed to giveauthori!y' to violate Or cancel the provisions Of suchodesshalioevalid. A.C. A.B. 2852 Kelvin Avenue SA YF Ny P OO ZC Irvine, CA 92614 CITY OF LAKE ELSINORE SHEET 949.753. 7676T APN:379- 241 -057M Cj202P. a wdpartners.com APN: 379 - 241 -058 SCALE: BENCH MARK: CIVIL 16491 LAKESHORE DRIVE (RITE AID) FILE No. TOFCAI- 1FOP CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) ELEVATION 1317.32' LAKE ELSINORE, CA 92530 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 A c k A 1132 lffr7URN PROHIBIIpN Ste page 6-2 b deWi BelaE. g 1 E I F I -G - 7H-T —j1 K L I COLONS: CIRCLE &DM00NAL — RED (REM N9iEMM SYMBOL &BORDER — BUCK BACKGROUND — WNRE (RETNOADULTIM STANDARDS PER MUTCD. 1 NOTES A. ACCESSIBLE SPACE / LOADING AREA: MAXIMUM 2.0% SLOPE (1:50) IN ANY DIRECTION, B' ASPHALT TO CONCRETE BLENDED TRANSITION TO BE COMPLETELY FLUSH, NO LIP. C. PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC, SEE SITE PLAN FOR CONFIGURATION. MONOLITHIC CONCRETE D. PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 450 ANGLE, EACH 6" WIDE SIDEWALK AND CONCRETE STRIPE AT 24" ON CENTER. CONC. CURB. SEE DETAIL C203 -07. E E. 6-8" TO BOTTOM OF ALL SIGNS PER DETAIL C202 -09. CENTER SIGN ON SPACE, NO SIDEWALK FARTHER THAN S FROM HEAD OF SPACE. CONTROL JOINT 9.5 ASPHALT PAVEMENT AND (CJ)(TYPICAL) MONOLITHIC CONCRETE WALK FLUSH, NO CONCRETE SIDEWALK LIP. IF NO ADJACENT CURB (CJ) AND CONCRETE CURB. ISLAND, FLARE ASPHALT BROOM FINISH CONCRETE D / SEE DETAIL C203 -07. r-- SIMILAR TO OTHER SIDE. 1114 STOP ' RW8 a ,ng 40% A B C D E F cA F 18 N 6 E 3 0 F G t i k A 1132 lffr7URN PROHIBIIpN Ste page 6-2 b deWi BelaE. g 1 E I F I -G - 7H-T —j1 KL I COLONS: CIRCLE &DM00NAL — RED (REM N9iEMM SYMBOL &BORDER — BUCK BACKGROUND — WNRE (RETNOADULTIM STANDARDS PER MUTCD. 1 NOTES A. ACCESSIBLE SPACE / LOADING AREA: MAXIMUM 2.0% SLOPE (1:50) IN ANY DIRECTION, B' ASPHALT TO CONCRETE BLENDED TRANSITION TO BE COMPLETELY FLUSH, NO LIP. C. PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC, SEE SITE PLAN FOR CONFIGURATION. MONOLITHIC CONCRETE D. PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 450 ANGLE, EACH 6" WIDE SIDEWALK AND CONCRETE STRIPE AT 24" ON CENTER. CONC. CURB. SEE DETAIL C203 -07. E E. 6-8" TO BOTTOM OF ALL SIGNS PER DETAIL C202 -09. CENTER SIGN ON SPACE, NO SIDEWALK FARTHER THAN S FROM HEAD OF SPACE. CONTROL JOINT 9.5 ASPHALT PAVEMENT AND (CJ)(TYPICAL) MONOLITHIC CONCRETE WALK FLUSH, NO CONCRETE SIDEWALK LIP. IF NO ADJACENT CURB (CJ) AND CONCRETE CURB. ISLAND, FLARE ASPHALT BROOM FINISH CONCRETE D / SEE DETAIL C203 -07. r-- SIMILAR TO OTHER SIDE. 1114 STOP ' RW8 a ,ng 40% A B C D E F B1 18 375 6 6C 3 775 24 625 8 —8C LETTERING ON SIGN 4 10 30 75 875 10 12 10C 5 12S 36 12C 8 15 48 1T5 16 16C 8 20 COLON& LEGEND — WHITE INEIRORERznvE) BACKGROUND — RED (RMOREREC" STANDARDS PER MUTCD. 17" MIN. 1" EASED FIRST SUBMITTAL UNAUTHORIZED PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 VEHICLES PARKED IN GRADING PERMIT 2 PC2 DESIGNATED 0000°00000 4 DIMENSION PER PLAN 0 00000, MIN WIDTH = 36" A. SUBGRADE COMPACTION: CBR =12 LETTERING ON SIGN ACCESSIBLE SPACES B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO MUST BE A MINIMUM OF NOT DISPLAYING 14" 15" 14 15" 14" 1" IN HEIGHT DISTINGUISHING permit or approve any violation of the app No permit presumed to give NOTES SPECIFICATIONS" PLACARDS OR LICENSE Z j\ j / PLATES ISSUED FOR D. PROVIDE #6 x 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS 6-0" SOIL REPORTPERSONSWITH N, Si DISABILITIES MAY BE N 2852 Kelvin Avenue 1\ TOWED AWAY AT C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF RAMP WITH SITE H. PROVIDE (2) #4 BARS, 10' -0" LONG, CENTERED OVER ALL TRENCH CROSSINGS OWNER'S EXPENSE. CITY OF LAKE ELSINORE TOWED VEHICLES MAY TYPICAL SECTIONBERECLAIMEDBY TELEPHONING (760) 156°2211. SITE ENTRANCE SIGN 949.753.7678 F STANDARDS PER CALDAG. NOTE SIGN POST. SEE DETAIL C202 -07. C203=0 1 REGULATORY SIGNS SCALE: 1/2 " =1' -0" PREPARED SUBGRADE, COMPACT TO 90% MAXIMUM DRY DENSITY (ASTM D1557) PROOF ROLLED EXISTING SOIL (EXCEPT IN ROCK OR UNSUITABLE SOIL) OVER EXCAVATE SOIL 24" BELOW FOOTING AND INSTALL LOW TO NON - EXPENSIVE SOILS IN FILL AREAS INSTALL CONFORMING TO SOILS REPORT. COMPACT TO 95% MAXIMUM DRY DENSITY PER ASTM D1557. SEE BUILDING STRUCTURAL PLANS AND/ OR SPECIFICATIONS FOR FOOTING DETAILS, CONCRETE COMPRESSIVE STREGTH AND a REINFORCING REQUIREMENTS. 4 a 4 a 4 ° FOOTING 4 ° 0 c 24" MIN. IN FILL AREAS. PROOF ROLLED EXISTING SOILS IN CUT AREAS. MARK REVISIONS 1" EASED FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 Ur IHIL ,ZUS -10. RAMP .vlvt,nr D UUND RAMP 6" CURB DOWN STOP. SEE DETAIL DOWN J > C203 -10. < 6" DEPRESSED CUR 6" TAPER SYMBOL F ACCESSIBILITY PAIN ED IN SPACE PER DETAIL C203 -11. C203 -O2 FRONT ENTRANCE SCALE: NTS r CONC. SSIDEWALK TROWEL- JOINT MONOLITHIC C CURB AND SIDE WALK - TYPICAL SEE DETAIL C20307. PREPARED SUBGRADE, COMPACT TO 90% MAX. DRY DENSITY (ASTM D1557) PROOF WHITE TRAPROLLPRIORTOPLACEMENTOFFILL. PER SPECIF INSTALL VAPER BARRIER (SEE STRUCTURAL DRAWINGS) SEE BUILDING STRUCTURAL PLANS FLOOR SLAB AND /OR SPECIFICATIONS FOR SLAB 4 ° THICKNESS, VAPOR BARRIER, CONCRETE d 4 ° a COMPRESSIVE STRENGTH AND c d ° REINFORCING REQUIREMENTS d 24" OR AS ORDERED BY THE ENGINEER REMOVE UNSUITABLE MATERIAL TO 1'-0" TO BOTTOM OI PAINTED ARROW DEPTH ORDERED BY THE ENGINEER NATIVE SOIL 203 -05 BUILDING PAD PREPARATION oCn SCALE: NTS 3; z AINT AND FRAME LINT IOUND BACKFILLAT 1:1 SLOPE EXTENDING DOWNWARDAND NOTES OUTWARD FROM BOTTOM EDGE OF FOUNDATION A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. FOOTINGS WITH LOW TO NON - EXPENSIVE SOILS IN S" LIFTS COMPACTED TO 90% MAXIMUM DRY DENSITY PER ASTM D1557 B. BOTTOM OF SYMBOL FRAME TO BE LOCATED 6" FROM ACCESS DRIVE, INTO PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. D. USE WHITE ON BLUE (COLOR #105090 IN FEDERAL STANDARD 5952) (2) COATS. C203 -09 FOUNDATION PREPARATION 0203 -11 SYMBOL OF ACCESSIBILITY SCALE: NTS V SCALE: 1/2"=T-0" 0 a 0O M 0 0 0 9 7• 6„ APPROX. LOCATION OF REBAR WHERE / REQUIRED. SEE NOTES. \\ j B \ \\ 0.40" o BAPrD SE PER SOILS REPORTBBBA e °a 235 \\/\\\ / \ \r \ \ / \ \ \ / \r \ \ \ \ / \r\ 0.90" SUBGRADE PER SOILS REPORT O O 9" \1 / /\/\\//\\/%\//\\ / /\\// \\/ / i\ PATTERN PLAN DOME SECTION NOTESSQUAREPATTERNPARALLELTODIRECTIONOFTRAVEL NOTES A. SUBGRADE COMPACTION: CBR =12 B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO A. MATERIAL USED SHALL BE OF VISUAL CONTRAST (LIGHT ON DARK/ DARK ON LIGHT) TO THE 100% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM DRY DENSITY ADJOINING SURFACE AND SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM B. WARNING SURFACE TO BE FIRM AND SLIP RESISTANT, MAY INCLUDE, BUT NOT LIMITED TO THE REQUIREMENTS OF THE CURRENT CALTRANS "CONSTRUCTION AND MATERIAL SPECIFICATIONS" FOLLOWING SURFACES: NATURAL STONE OR STONE COMPOSITE, CERAMIC TILE, DURABLE D. PROVIDE #6 x 18" LONG, SMOOTH DOWELS ATALL EXPANSION JOINTS PRECAST CONCRETE SCALES, RIGID OR FLEXIBLE COMPOSITES. E. Y4" ELASTOMERIC EXPANSION JOINTS AT 30' MAXIMUM INTERVALS AND AT ALL RADII AND AT C. FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER DRAINAGE STRUCTURES. SPECIFICATIONS. F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI D. REFER TO ADA ACCESSIBILITY GUIDELINES SECTION 4.29 FOR SPECIFICATIONS AND G. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. INSTALLATION DETAILS. VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL H. PROVIDE (2) #4 BARS, 10' -0" LONG, CENTERED OVER ALL TRENCH CROSSINGS APPLICABLE ADAAG SPECIFICATIONS. I. PROVIDE (2) #6 x 2' -6" LONG BARS TO CONNECT EXISTING AND NEW CURBS TRUNCATED DOMES CURB AND PAVING SECTIONC203 -03 SCALE: 6" = T -0" C203 -04 Y2" ELASTOMERIC EXPANSION JOINT AT 30' ON CENTER in fL) TOP OF WALK 1" EASED PULVERIZED TOPSOIL (TYPICAL SEE SITE PLAN FOR WALK WIDTH EDGE LANDSCAPE AREA) SLOPE TO 2" BELOW THE TOP OF SIDEWALK 1/4" TOOLED CONTROL JOINT VARIES PER SHEET C301. BROOM FINISH CROSS SLOPE 1% MIN., 2% MAX. ADJACENT PAVEMENT 4" CONCRETE WALK WITH MASONRY CAULK AFTER PIN 2 -1/2" INSTALLATION I 0000°00000 4 DIMENSION PER PLAN 0 00000, MIN WIDTH = 36" A. SUBGRADE COMPACTION: CBR =12 0 ° o000 0 ° °o° o B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO 6X6 -W1.4 X W1.4W.W.F. DENSITY BETWEEN 95% -100% OF THE 50 -BLOW MARSHALL DENSITY. C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 14" 15" 14 15" 14" GROOVES APPROXIMATELY Y4" O.C. SUBGRADE PER permit or approve any violation of the app No permit presumed to give NOTES SPECIFICATIONS" codes or ordinance. or cancel the provisions of such j\ j / A. CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE NON - WALKING SURFACE D. PROVIDE #6 x 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS 6-0" SOIL REPORT N I N, Si 1:12 AND MAXIMUM CROSS SLOPE OF 1:501N AS -BUILT CONDITION. SEE GRADING PLAN FOR F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI 2852 Kelvin Avenue 1\ I , / C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF RAMP WITH SITE H. PROVIDE (2) #4 BARS, 10' -0" LONG, CENTERED OVER ALL TRENCH CROSSINGS 4" COMPACTED GRAVEL CITY OF LAKE ELSINORE NO VAPOR BARRIER) TYPICAL SECTION TYPICAL SECTION C203 -04 Y2" ELASTOMERIC EXPANSION JOINT AT 30' ON CENTER in fL) SCALE: 1"=V-0" 6X6 - W2.9XW2.9 W.W.F. Y2" ELASTOMERIC ALLOW 3" CLEAR SPACE EXPANSION JOINT FROM ALL EDGES GRADE AT MATERIAL TRANSITIONS TO 1 • r _ BE FLUSH P P a a .a by P° V p P•. 4) #5 RE -BAR CONTINUOUS BASE PER SOIL REPORT AROUND PERIMETER ALLOW 3' 1' -0" CLEAR SPACE FROM ALL EDGES SUBGRADE PER SOIL NOTES REPORT NOTES A. PROVIDE SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS B. FILL ALL JOINTS WITH BITUMINOUS SEALANT TRAFFIC A. Y8 " SAWCUT OR Y "TOOLED CONTROL JOINTS AT 6-0" O.C. C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI PER B. PLACE PRE- FORMEDY3' EXPANSION JOINT 30' O.C. ALONG ENTIRE LENGTH D. LIGHT BROOM FINISH ON ALL SURFACES 9CATIONS C. Y2' PRE - FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTIONS OF E. PROVIDE %" WIDE x lYa' DEEP CONTROL JOINT AT 10'-0" ON CENTER EACH DIRECTION BUILDING, WALKS, AND ANY OTHER FIXED STRUCTURE. F. PROVIDE 2' CHAMFER AT CORNERS OF PAD WHERE CONCRETE MEETS ASPHALT. SEE THE SITE D. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IMPROVEMENT PLAN FOR PAD DIMENSIONS AND ORIENTATION. G. AT FACE OF CONCRETE BLOCK WALL, ADD 1/2" EXPANSION JOINT WITH SEALANT. C20307 CONCRETE WALK C203 0 CONC TURN DOWN EDGE SCALE: 1/2 " =1' -0" C203=08 1 " =1' -0" RETURNED 4" CONCRETE SLAB WITH 6X6 - CURB SEE SITE PLAN FOR RAMP LENGTH ADJACENT W1.4XW1.4 W.W.F. BROOM FINISH CONCRETE WITH SCORES AT& ON 3 /8 "R ROKE PAV MENT r + —'= CENTER. PLACE Y" EXPANSION JOINT BATTER 8:12 og \\' / \ /'r / / \ / /% \\ AT TOP OF RAMP d 4" COMPACTED GRAVEL °p I FORv'\ NO VAPOR BARRIER) E SECTION SUBGRADE PER SOILS REPORT ADJACENT PAVING SLOPE = 8.3% SEE DETAIL - TRUNCATED DOMES APPLIED TO C202 -05. C203 -06 PAINTED TRAFFIC ARROW 2' -0" FULL WIDTH PER DETAIL C203-03. 600 00000 ° a SCALE: NTS RETURN CURB TO BE FLUSH WITH g \ \ TOP OF WALK 28" a a .. 9e,• a b4 4 12" 3 BARS a ;•. a4 AT 24" O.C. SCALE: 1"=V-0" 6X6 - W2.9XW2.9 W.W.F. Y2" ELASTOMERIC ALLOW 3" CLEAR SPACE EXPANSION JOINT FROM ALL EDGES GRADE AT MATERIAL TRANSITIONS TO 1 • r _ BE FLUSH P P a a .a by P° V p P•. 4) #5 RE -BAR CONTINUOUS BASE PER SOIL REPORT AROUND PERIMETER ALLOW 3' 1' -0" CLEAR SPACE FROM ALL EDGES SUBGRADE PER SOIL NOTES REPORT NOTES A. PROVIDE SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS B. FILL ALL JOINTS WITH BITUMINOUS SEALANT TRAFFIC A. Y8 " SAWCUT OR Y "TOOLED CONTROL JOINTS AT 6-0" O.C. C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI PER B. PLACE PRE- FORMEDY3' EXPANSION JOINT 30' O.C. ALONG ENTIRE LENGTH D. LIGHT BROOM FINISH ON ALL SURFACES 9CATIONS C. Y2' PRE - FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTIONS OF E. PROVIDE %" WIDE x lYa' DEEP CONTROL JOINT AT 10'-0" ON CENTER EACH DIRECTION BUILDING, WALKS, AND ANY OTHER FIXED STRUCTURE. F. PROVIDE 2' CHAMFER AT CORNERS OF PAD WHERE CONCRETE MEETS ASPHALT. SEE THE SITE D. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IMPROVEMENT PLAN FOR PAD DIMENSIONS AND ORIENTATION. G. AT FACE OF CONCRETE BLOCK WALL, ADD 1/2" EXPANSION JOINT WITH SEALANT. C20307 CONCRETE WALK C203 0 CONC TURN DOWN EDGE SCALE: 1/2 " =1' -0" C203=08 1 " =1' -0" RETURNED 4" CONCRETE SLAB WITH 6X6 - CURB SEE SITE PLAN FOR RAMP LENGTH ADJACENT W1.4XW1.4 W.W.F. BROOM FINISH CONCRETE WITH SCORES AT& ON 3 /8 "R ROKE PAV MENT r + —'= CENTER. PLACE Y" EXPANSION JOINT BATTER 8:12 og \\' / \ /'r / / \ / /% \\ AT TOP OF RAMP d 4" COMPACTED GRAVEL °p I FORv'\ NO VAPOR BARRIER) E SECTION SUBGRADE PER SOILS REPORT ADJACENT PAVING SLOPE = 8.3% SEE DETAIL - TRUNCATED DOMES APPLIED TO C202 -05. C203 -06 PAINTED TRAFFIC ARROW 2' -0" FULL WIDTH PER DETAIL C203-03. 600 00000 ° a SCALE: NTS RETURN CURB TO BE FLUSH WITH g \ \ 203 10 CONCRETE CURB STOP C203 12 ACCESSIBLE CURB RAMP C203=1 3 CURB & GUTTER AND PVMNT SCALE: 1 " =1" - SCALE: 3/8 " =1' -0" SCALE: NTS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19°2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5.30.2007 DATE TOP OF WALK o - BASE PER SOILS REPORT p° "o . o 9- 66 1" OPENING FOR STEEL PINS. a' DIA. STEEL PINS SHALL BE 18" LONG. (SEAL TOP WITH oaog8aSg8a 1 onooo o °o° MASONRY CAULK AFTER PIN 2 -1/2" INSTALLATION I 0000°00000 4 DIMENSION PER PLAN 0 00000, MIN WIDTH = 36" A. SUBGRADE COMPACTION: CBR =12 0 ° o000 0 ° °o° o B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TOA 12" WIDE GROOVED BORDER WITH Y4" DIAGRAM DENSITY BETWEEN 95% -100% OF THE 50 -BLOW MARSHALL DENSITY. C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 14" 15" 14 15" 14" GROOVES APPROXIMATELY Y4" O.C. REQUIREMENTS OF THE CURRENT CALTRANS "CONSTRUCTION AND MATERIAL permit or approve any violation of the app No permit presumed to give NOTES SPECIFICATIONS" codes or ordinance. or cancel the provisions of suchauthoritytoviolate A. CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE NON - WALKING SURFACE D. PROVIDE #6 x 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS 6-0" ON EITHER SIDE. ALTERNATE DESIGN INCLUDES FLARED SIDES NOT TO EXCEED 1:10 SLOPE. B. PER FEDERAL REGULATION 28 CFR PART 36, RAMP TO HAVE MAXIMUM RUNNING SLOPE OF E. Y" ELASTOMERIC EXPANSION JOINTS AT 30' MAXIMUM INTERVALS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. Si 1:12 AND MAXIMUM CROSS SLOPE OF 1:501N AS -BUILT CONDITION. SEE GRADING PLAN FOR F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI 2852 Kelvin Avenue DESIGN SLOPE AND SPOT ELEVATIONS. G. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF RAMP WITH SITE H. PROVIDE (2) #4 BARS, 10' -0" LONG, CENTERED OVER ALL TRENCH CROSSINGS IMPROVEMENT PLAN. I. PROVIDE (2) #6 x 2' -6" LONG BARS TO CONNECT EXISTING AND NEW CURBS 203 10 CONCRETE CURB STOP C203 12 ACCESSIBLE CURB RAMP C203=1 3 CURB & GUTTER AND PVMNT SCALE: 1 " =1" - SCALE: 3/8 " =1' -0" SCALE: NTS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19°2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5.30.2007 DATE I f::AZLKAS & ASSOCIAI ES, itvJ DATE the 4 se Glans have been red nanoeo• wic, Ole codes Authorization is issue a building permit pendingebyrantedto pprova uy all applicable City agencies. pie iss'.lance or granting of a permit based on Oval of these plans shall not be construedto permit or approve any violation of the app No permit presumed to give codes or ordinance. or cancel the provisions of suchauthoritytoviolate codes shall be valid. Si 2852 Kelvin Avenue Y O ° FZ Irvine, CA 92614 949.753.7676T CITY OF LAKE ELSINORE SHEET 949.753.7678 F w 8 M APN: 379 - 241 -057 C 2 0 37Dwdpartners.com APN: 379 - 241 -058 r Ct SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) TFOFCA IFC CM -95 -24 16475 LAKESHORE DRIVE (RETAIL) FILE No. ELEVATION 1317.32' LAKE ELSINORE, CA 92530 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 ii V -2%" 2' -0" 0 N r-- C204 -03 ! u TYP 4 LOCATIONS 1' -0" 1 -1' -0' PAD FOOTING SEE DETAILS FOR MORE INFO. TYP 4 LOCATIONS I 16' -0" 12-x12" GRADE BEAM W/ (2) #4 TOP AND BOTTOM AND #3 TIES @ 24" O.C. TYP ALL SIDES C204 -02 C204 01 TRELLIS PLAN - FRAMING AND FOUNDATION SCALE: 3/8 " =1' -0" MARK I REVISIONS ENEER STUDS ENGLISH NCH FRAMED TRELLIS PT -1 FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 ENEER STUDS ENGLISH NCH FRAMED TRELLIS PT -1 SHERWIN WILLIAMS SW&380 HUMBLE GOLD PT -2 SHERWIN WILLIAMS SW6386 NAPERY PT -3 SHERWIN WILLIAMS 8116110 STEADY BROWN CMU -1 STONE VENEER WAINSCOT BY ELDORADO STONE: MANZANITA CLIFFSTONE STUCCO SMOOTH, SAND TROWEL FINISH STUCCO OVER WOOD WITH SMOOTH PLASTER FINISH 1V8" 3 -COAT EXT. PLASTER OVER WIRE LATH AND (2) LAYERS MM. GRADE "D" PAPER AT WOOD STUD FRAMING WOOD ROUGH SAWN WOOD TRELLIS, PAINTED AND PRIMED IQ Y;f T.O. TRELLIS 4X12 WOOD BEAM TO — BE STAINED AND SEALED SIMPSON'A35' EA. SIDE OF JOIST TYP. ay8" TOP TRACK 6X12 WOOD BEAM TO BE STAINED AND SEALED W/ SIMPSON'CCO' COLUMN CAP FLASHING I 6 A, 1 1/2" EIFS ON 112" - OVER 8" METAL STUD 7/8" 3 LAYER STUCCO O I III O 6X6 (PRESSURE TREATED LUMBER) WOOD POST 8" METAL STUDS DATE THESE PLAN & J11AyE,PEF„Nh R, YEWS FQ „CSI APPROPRIATE CONDITIONS OF DEVELOPMENI LAWS AND HAVE BEEN FOUND ACCEPTABLE 3.19.2007 @ 16" O.C. 4.30.2007 4.30.2007 AgKT.O. 5.4.2007 KEN A. SEUMALO, RCE No. 56915 CITY ENGINEER CITY OF LAKE ELSINORE 5.8.2007 4' -0" A.F.F— — 5.30.2007 3/4 "0 MACHINE BOLTS CENTERED IN POST STONE VENEER WITH STONE VENEER WITH OVERGROUT INSTALLATION 00 OVERGROUT INSTALLATION PER MANUFACTURER'S PER MANUFACTURER'S RECOMMENDATION RECOMMENDATION co o 0 0 th 6}e' BOTTOM TRACK 3/8 6" TYP. 4" CONCRETE CURB C204 02 TRELLIS FRONT ELEVATION ° Z_ GRADE BEAM PER PLAN. SCALE: 3/8 " =1' -0" PROVIDE (2) #4 DOWELS d T & B TO PAD FOOTING ° TYP. SEE STRUCTURAL FOR REBAR LAP LENGTHS V F.F. C204 04 TRELLIS - SIDE ELEVATION SCALE: 3/8 " =1' -0" A P P R . DATE THESE PLAN & J11AyE,PEF„Nh R, YEWS FQ „CSI APPROPRIATE CONDITIONS OF DEVELOPMENI LAWS AND HAVE BEEN FOUND ACCEPTABLE 3.19.2007 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 CITY ENGINEER CITY OF LAKE ELSINORE 5.8.2007 5.30.2007 DATE IZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 17_1114 5/30/07 O 6 6x6x1 /2" PLATE d° 5x5x1/2 "ANGLE 4 VERT. AND HORIZ. @ 12" O.C. EACH WAY 1, 4' -0" C204 -03 SECT3 /4"=T n nRR 4w SCALE: DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' SO. PAD FOOTING W/ (5) 4 EA. WAY TOP AND BOTTOM FAZE '-. iMIT ISSKAS & ASSOUANCE t. CRATES, INC. ts have bn., DATE c .^Orlf4 `n reyin Pruvc . ; . , aU u to is ate rdInan for adherence to pr s uance °PPhcabeCIt ag ld hg permit AeIon tis orn ' of th 9ranti dtn9 eUd. o; ,3pu cV plans s9allf o Pert llit b ase ns daft valde or .ncel`th t f to net poi ble ovisi s of suly CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINOREI CA 92530 PLAN CHECK: 072 0001.06 SHEET C204 FILE No. a n 1, 4' -0" C204 -03 SECT3 /4"=T n nRR 4w SCALE: DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' SO. PAD FOOTING W/ (5) 4 EA. WAY TOP AND BOTTOM FAZE '-. iMIT ISSKAS & ASSOUANCE t. CRATES, INC. ts have bn., DATE c .^Orlf4 `n reyin Pruvc . ; . , aU u to is ate rdInan for adherence to pr s uance °PPhcabeCIt ag ld hg permit AeIon tis orn ' of th 9ranti dtn9 eUd. o; ,3pu cV plans s9allf o Pert llit b ase ns daft valde or .ncel`th t f to net poi ble ovisi s of suly CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINOREI CA 92530 PLAN CHECK: 072 0001.06 SHEET C204 FILE No. r 1, L'J Nib MARK I REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RICE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. N0. 65838, EXP. 12/13/07 DATE e C M R N LC; Lr0 LC Z re Renewal Date , 5/30/07 FIRST SUBMITTAL PCt PLANNING COMMENTS 1 81 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RICE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. N0. 65838, EXP. 12/13/07 DATE e C M R N LC; Lr0 LC Z re Renewal Date , 5/30/07 KEYED NOTES O LANDSCAPE BOLLARD LIGHTING (TYPICAL OF 8) O2 2' HIGH SOIL LANDSCAPE BERM NOT TO EXCEED 3:1 SLOPES O3 REMOVE EXISTING TREE STUMP O4 PROPOSED 6 CMU SCREEN WALL. SEE DETAIL C202 -08. O5 6' HIGH SOLID TONGUE AND GROOVE WHITE VINYL FENCE 12' IN LENGTH WITH 51k5" POSTS INSTALLED TO MANUFACTURERS SPECIFICATIONS SEE DESIGN INTENT PHOTO BELOW 0 10 20 40 SCALE: 1" = 20.00' RR24 ne, SCALE: 1' = 20" DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert wwwAigalert.org 1- 800 - 227 -2600 CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 SHEET L101 FILE No. TOTAL NUMBER OF SHALL BE VERIFIED THE LANDSCAPE PLAN. IF PLAN TOTAL DIFFERSRS FROM THIS SCHEDULE, THE PLAN SHALL GOVERN. PLANTING SCHEDULE THE BOTANICAL NAME SIZE SYMBOL KEY QTY. COMMON NAME CONDITION COMMENTS LANTANA MONTEVIDENSIS LM 289 PURPLE TRAILING LANTANA 24 "SPR 3 GAL FLOWERING GROUNDCOVER XYLOSMA CONGESTUM LIGHT GREEN EVERGREENXC110 SHINY XYLOSMA 30" HT 5 GAL. SEE DETAIL L201 -02 ILEX VOMITORIA'NANA' C) IV 113 24" HT /SPR CONT COMPACT, GLOSSY LEAVES DWARF YAUPON HOLLY PLATYCLADUS ORIENTALIS PO 10 ORIENTAL ARBORVITAE 6' -8' HT B &B PYRAMIDAL, SYMMETRICAL. LEUCOPHYLLUM F.'GREEN CLOUD' Q LF 43 GREEN CLOUD TEXAS SAGE 30" HT 5 GAL FLOWERING EVERGREEN SHRUB RHAPHIOLEPIS INDICA RI 119 24' HT /SPR CONT COMPACT, GLOSSY LEAVES INDIAN HAWTHORN MUHLENBERGIA RIGENS MR 48 DEER GRASS 30' HT 5 GAL ORNAMENTAL GRASS QP 8 QUERCUS PHELLOS WILLOW OAK 2" CAL 24" BOX CLEAR TRUNK SEE DETAIL L201 -01 KOELREUTERIA PANICULATA DROUGHT, HEAT, WIND AND KP 10 GOLDENRAIN TREE 2" CAL 24" BOX AIR POLLUTION TOLERANT LC 17 ULMUSPARVIFOLIA EVERGREEN ELM 2 "CAL 24' BOX MULTI -STEM o, LI 26 LAGERSTROEMIA I. 'MUSKOGEE' CRAPE MYRTLE 2" CAL 24' BOX SHOWY SPRING TO FALL FLOWERS MULTI -STEM Aih CUPRESSOCYPARIS LEYLANDII HARDY EVERGREEN TREE mr CL 14 LEYLAND CYPRESS 6' -8' HT B &B SEASONAL AN 26 ANNUALS PEAT POT FLAT /25 TRIANGULAR SPACING 6" O.C. 00 36 "X36" AND 24 "X24" CONCRETE PLANTERS. TO BE FILLED WITH A VARIETY TYPICAL OF 8 OF SEASONAL ANNUALS. FINAL APPROVAL BY OWNER REPRESENTATIVE. MUL LOCALLY AVAILABLE SHREDDED HARDWOOD MULCH OR APPROVED ALTERNATE LOCALLY AVAILABLE FINE FESCUE BLEND SEE SOD NOTES. HAND DUG BED EDGE SEE DETAIL L201 -03 KEYED NOTES O LANDSCAPE BOLLARD LIGHTING (TYPICAL OF 8) O2 2' HIGH SOIL LANDSCAPE BERM NOT TO EXCEED 3:1 SLOPES O3 REMOVE EXISTING TREE STUMP O4 PROPOSED 6 CMU SCREEN WALL. SEE DETAIL C202 -08. O5 6' HIGH SOLID TONGUE AND GROOVE WHITE VINYL FENCE 12' IN LENGTH WITH 51k5" POSTS INSTALLED TO MANUFACTURERS SPECIFICATIONS SEE DESIGN INTENT PHOTO BELOW 0 10 20 40 SCALE: 1" = 20.00' RR24 ne, SCALE: 1' = 20" DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' CALL BEFORE YOU DIG I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO (2) WORKING DAYS NOR MORE THAN FOURTEEN (14) CALENDAR DAYS PRIOR TO EXCAVATION Dig Alert wwwAigalert.org 1- 800 - 227 -2600 CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 SHEET L101 FILE No. STRIPPING 7- WT91'_S , !_5 SL -2U LL//-- JJJNNNrrr - 7- 0P vii I i...i, CB1 .1 P. F it pj i L 1 D I Y4. I DI a DD I 1 I 1 11T ^ 1 I Y I e I D^ ..IM - I i SIGN H vil i 1 O A D nHHl 6 t tt 3AIHO XH D1 2 p QAOI V rya ISPB x rn x A>e DRIP F I e SEE CHART D5 6.32 G.P.M. SEE CHART DRIP w ilk, r l Jib / v 21 TURF Rite Aid Pharmacy y TREE BUBBLER 3 6.00 G.P.M. JLJ rl z 8.00 G.P.M. 32 TREE BUBBLER I 0 30 TREE BUBBLER 6 31 DS 10T-0` X 162'-4" EXTERIOR 4 7 6.18 G.P.M. 20 SOD NOTES SITE PREPARATION: A. SITE TO BE FINE GRADED BEFORE PERMANENT SEEDING OR SODDING. B. SOIL SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLING OR OTHER ACCEPTABLE MEANS. AND RAKED SMOOTH AND FREE OF ROOTS AND STONES OVER 1' DIAMETER. C. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THATARE UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAW GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE SPECIFIED BY THE MANUFACTURER. SOD INSTALLATION: A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS PRODUCERS INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE NOT BROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. SODDING IS TO BE DONE IN EARLY- SPRING OR EARLY -FALL. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHALL BE STAKED. D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY MANUFACTURER. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. MAINTENANCE: A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATION BEGIN IRRIGATION. SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED OR SEEDED AREA MOIST. B. CONTINUED MAINTENANCE (MOWING, FERTILIZATION, WEEDING, ECT.) OF THE SODDED OR SEEDED AREA SHOULD BE PROVIDED BY A PROFESSIONAL LANDSCAPE MAINTENANCE CONTRACTOR. BRANCHES IN SUCH A MANNER AS TO MAINTAIN THE NATURAL FORM OF THE TREE. 2'x 2 "x 6' HARDWOOD STAKES (2) PER TREE PERPENDICULAR TO PREVAILING WINDS IN UNDISTURBED SOIL. ATTACH WITH ELASTIC OR POLYETHYLENE WOVEN GUYS. TIE ONE PLASTIC FLAG TO EACH GUY. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM FLOOD TWICE DURING FIRST 24 HOURS. MULCH, SEE PLANTING NOTES. TOP OF ROOT BALL TO BE 1' TO 3" HIGHER THAN SURROUNDING GRADE. CUT TWINE AND PULL BURLAP BACK ON TOP 1/3 OF ROOT BALL. ROOT BALL TO SIT ON UNDISTURBED SOIL WITH REMAINDER OF HOLE TO BE EXCAVATED AN ADDITIONAL 6 INCHES. INSTALLATION NOTES A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN THE DIAMETER OF THE ROOT BALL. C. REMOVE ALL TAGS AND NYLON TWINE L201 =01 DECIDUOUS TREE PLANTING SCALE: NONE FINISH GRADE PVC SCH 40 ELL 30 -INCH LENGTH OF WIRE, COILED WATERPROOF CONNECTION VALVE BOX WITH COVER PVC SCH 80 CLOSE NIPPLE PVC SCH 40 MALE ADAPTER LATERAL PIPE PVC SCH 80 UNION FOR SERVICING ASSEMBLY BRICK (1 OF 4) 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL CONTROL ZONE KIT: HUNTER PCZ -101 L201 X04 DRIP ZONE CONTROLL SCALE: NONE PLANTING NOTES A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. INSTALLATION; AFTER INSTALLATION EACH PLANT SPADE DUG "V EARTH B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, SHALL BE INSPECTED AND PRUNED AS NEEDED TO MULCH, SEE PLANTING NOTE. EDGE 3" TO 4" DEEP, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, APPROVE REMOVE MINOR DEAD OR DAMAGED PORTIONS. 3" TO 4" WIDE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE HE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. HE SHALL NOTIFY GENERAL CONTRACTOR OF ANY MULCH SEE PLANTING NOTES. WIN OR UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS WEED MESH WITH PRE - EMERGENT GROUNDCOVER AREA HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. REMOVE BURLAP AND TWINE OR CONTAINER FROM HERBICIDE APPLIED AT PRODUCT PRE- EMERGENT NOT USED C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, TOP 1/3 OF ROOT BALL. SPECIFIED RATE SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE SHALL NOTIFY THE LANDSCAPE ARCHITECT 4" MOUND OF TOPSOIL MIXTURE TAMPED FIRM OVER _ OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND /OR INSTALLATION. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TOUNDISTURBEDSOILTOPREVENTSETTLEMENT. j THE QUALITY STANDARDS OF AMERICAN STANDARD FOR NURSERY STOCK', BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.1 -2004. ALL PLANTS SHALL EQUAL OR j \\ \ \ /\ \ //// EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM lY I" WIDTH OF /jj/ j\// j/ \ / \ /j \ /j /j \ / /j \ /j /j \ / / / \ /jam /j /j /j /j \/ /jam /j \// HE LANDSCAPE T LL BE NEAREST EQUIVALENTENT SIIZE, CONDITION AND GROWTH HABIT HAVING THE SAMEBALL \//\//\\\\//\/\\\//\\ / / \ / / / \ / ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. z 1 \' /, \//\\//\\\//\\\\\//\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND INSTALLATION NOTES PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS. HE LANDSCAPE A. EXCAVATION TO BE THE DEPTH OF ROOT BALL + 411. BACKFILL WITH PREPARED TOPSOIL: \ \ \ \ jam\ \ / \\ \ \ \/\ / \\ \\ CONTRACTOR SHALL INCORPORATE FERTILIZER AND /OR SOIL AMENDMENT ADDITIVES AS SEE PLANTING NOTES. PROVIDE COMMERCIAL FERTILIZER, APPLY PER MANUFACTURERS //\\ / / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ \ / \ /i• RECOMMENDED BY SOIL TEST. DIRECTIONS. \ \ / xj / \ \ / / \ G. IN AREAS OF INDIGENOUS HEAVY CLAY SOILS A PERCOLATION TEST SHALL BE PERFORMED. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 6" WIDER (ALL SIDES) THAN THE SOIL DRAINAGE AMENDMENTS AND /OR DRAINAGE STRUCTURES SHALL BE INSTALLED IN DIAMETER OF THE ROOT BALL. SCARIFY SIDES BEFORE PLANTING PLANTING BEDS AND TREE PITS AS RECOMMENDED BY THE SOILS PERCOLATION TEST C. REMOVE ALL TAGS AND NYLON TWINE. REPORT. SHRUB PLANTING _ PLANTING BED EDGING H. PLANTED AND RECEIVE B "MIN. OF PREPARED PREPARED BACK INDIVIDUALLY L 2 01 0 2 L 2 01 0 3 PLANTED TREES AND SHRUBS S BE BACK FILLED WITH PREPARED BACK FILL MIX. SCALE: NONE SCALE: NONE PREPARED BACK FILL MIXTURES SHALL BE MIXED S SITE, CONSISTING OF ONE PART TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 INCH SINGLE,OUTLET EMITTER: RAIN BIRD INSTALL XERI -BUG EMITTER OR AND LARGER. SOIL AMENDMENT: SPHAGNUM PEAT MOSS OR EPA RATED CLASS IV COMPOST. XERI -BUG EMITTER (BARB ONLY) PC MODULE FOR INDEPENDENT DIFFUSER BUG CAP: RAIN I. ALL PLANTING BED EDGES TO BE SMOOTH FLOWING ARCS. BEDS TO BE LAID OUT AND SINGLE - OUTLET EMITTER: RAIN BIRD FLOWS. BIRD DBC -025 (TYPICAL) APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. XERI-BUG EMITTER EMITTER: RAIN 32 OR J. BED EDGE SHALL BE SMOOTH, CONSISTENT, HAND TRENCHED 3" TO 4" INCHES DEEP, AND'V' PRESSURE- COMPENSATING MODULE 1/4 -INCH TUBING STAKE: SHAPED. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE BED EDGE AND PC -XX -10-32 WITH PC DIFFUSER CAP RAIN BIRD TS -025 PLANTING BED. INSIDE VIEW OF XERI -BIRD 8 K. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID 6- OUTLET DISTRIBUTION SUBTERRANEAN EMITTER UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE MANIFOLD: RAIN BIRD EMT -6XERI BOX: RAIN BIRD SEB -6X AWAY FROM BUILDING(S). TOP OF MULCH L. PARKING LOT TREES SHALL HAVE A CLEAR CANOPY DISTANCE OF 6' MINIMUM FROM PAVING. POLYFLEX RISER: RAIN BIRD PFR -12 M. TREES SHALL BE PLACED A MINIMUM OF 3 FROM SIDEWALKS, CURBS OR FIRE HYDRANTS. LENGTH AS REQUIRED) MULTI - OUTLET EMISSION DEVICE N. PLANTINGS AT THE END OF PARKING SPACES SHALL BE SET BACK A MINIMUM OF 3 FROM TOP OF MULCH RAIN BIRD XERI -BIRD 8 XBD -80 FACE OF CURB. FINISH GRADE 0. PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR FINISH GRADE COMMERCIAL TREEISHRUB FERTILIZER. RATE PER MANUFACTURER'S INSTRUCTIONS. 1/4 -INCH TUBING: POLYETHYLENE FERTILIZER TO BE MIXED WITH BACK FILL PREVIOUSLY DESCRIBED. FERTILIZER TABLETS ARE DISTRIBUTION TUBING /\ \\ /\ \/ / \ / // 1/4 -INCH TUBING: POLYETHYLENE NOTACCEPTABLE. DISTRIBUTION TUBING P PLANTING COVERED PRE-EMERGENT HERBICIDE APPLIED AT PRODUCT FLEX RISER STAKE: RAIN BIRD \ \ \%%\ / \// / \ RAIN 5BIRDPT-0 SPECIFIED RATE UNLESS OTHERWISE NOTED. UBTET S \ /\ Q. ALL PLANTING BEDS SHALL BE COVERED WITH MESH WEED BARRIER. IMPERVIOUS PLASTIC IS SUBTERRANEAN EMITTER BOX: RAIN i \ / BIRD SEB -6X / /\ XERI -POP XP -600X NOT ACCEPTABLE. R. MULCH SPECIFIED PLANTING BEDS WITH DISEASE AND PEST FREE MULCH OF UNIFORM PRESSURE REGULATOR: RAIN BIRD PRESSURE REGULATOR: RAIN COLOR WITH AN AVERAGE APPLIED THICKNESS OF 2" TO 3 ". IT SHALL BE FREE OF TWIGS, LATERAL PIPE BIRD PRS- 050-30 LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. SEE LANDSCAPE PLAN. CLOSE NIPPLE CLOSE NIPPLE S. WITHIN CONTRACT LIMITS, SEED OR SOD ALL AREAS NOT COVERED BY PAVING, BUILDINGS LATERAL PIPE OR PLANTING BEDS UNLESS OTHERWISE NOTED. SODDING SHALL NOT BEGIN UNTILAREA TEE OR ELL a9 ° °° tP :° 5F :° " °° o-° TEE OR ELL HAS RECEIVED A FINISHED GRADE. v °' 4P v °' VP • ig c d e¢d ' e d e d d d3 -INCH MIN. DEPTH OF 34 INCH a aE S° T. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS r v °. a ,p r ,° o- ,° o- °.: 3 -INCH MIN. DEPTH OF WASHED GRAVEL " ' 3/4 -INCH WASHED GRAVEL (EXISTING OR PROPOSED) UNTIL SITE TURNOVER. 1/4 -INCH TUBING STAKE: RAIN NOTE. U. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BIRD TS -025 COIL ADDITIONAL 9- INCHES OF TUBING IN VALVE BOX TO FACILITATE MAINTENANCE. TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 6 OUTLET MANIFOLD XERI -BIRD 8 IN VALVE BOX V. LANDSCAPING TO COMPLY WITH ALL APPLICABLE GOVERNING REGULATIONS. L201 =05 SCALE: NONE L201 =06 SCALE: NONE MtUNANIUHL NUUM WIRELESS RAIN CHECK IRRIGATION WEATHER SENSOR CONTROLLER SEE IRRIGATION : LillSCHEDULEFORTYPE) 8$88888$ BACKFILL WITH CLEAN SOIL MIN ° ° NOZZLE AS REQUIRED. SEEJUNCTIONBOXFREEOFROCKSANDORGANICS. EDGE OF PAVING OR ° ° 0 ° ° ° 0 a IRRIGATION SCHEDULE FORTAMPEVERY4" OF LIFT ° ° ° ELEC. CONDUIT 4" ° ° ° ° ° DESIRED RADIUS. 120V PWR. IN) PLASTIC VALVE BOX WITH MIN. ° ° 0 ° ° 0 ELEC. CONDUIT CONTROL VALVE EXTENSIONS IF NECESSARY FACE OF WALL 0 ° ° 0 ° ° NOZZLE AS REQUIRED. SEE 24V PWR. OUT) (SIZE PER IRRIGATION ° ° ° 0 ° IRRIGATION SCHEDULE FOR GROUND INSTALL VALVE BOX 1 "ABOVE NOZZLE AS REQUIRED. SEE 0 00 ° ° 00 ° DESIRED RADIUS. SET HEAD FLUSH WITH ROD VALVE BOX QUICK COUPLING SCHEDULE) SHRUB AREAS IN TURF AND 2" IN DESIRED RADIUS. US. SCHEDULE FOR ° °° 0 ° 0° 0 _ VALVE FINISH GRADE VALVE BOX ELLS PVC ELL- 14/1 DIRECT BURIAL 1 "STREET WIRE INSTALLED IN ELL 1 "SCH80 NIPPLE CONDUIT OR UNDER (LENGTH AS REQUIRED) MAINLINE ° ol oao PVC TEE TO POINT OF CONNECTION. SEE CLCV I IIVHL VVIVUVI I IRRIGATION PLAN FOR METER Al D BRICKS OR TREATED 2x4 BLOCKS SHALL BE PLACEDBACKFLOWTYPEANDLOCATION. UNDER OPPOSITE CORNERS TO PREVENT SETTLING 1-4" COPPER IRRIGATION WATER LINE SIZE BRASS GATE VALVE AS REQUIRED FOR MAINTENANCE SERVICE LINE AND REPAIR. TRANSITION FROM COPPER TO PVC L201 -07 IRRIGATION SYSTEM SCHEMATIC SCALE: NONE MARK I REVISIONS HARDSCAPE': \ \ <'% SET HEAD FLUSH WITH, \ >, N j \ \ \\ Z \ \/ FINISH GRADE \ \ \ \' \\ 4' TURF POP-UP SPRAY HEAD 00 MALE BARBED ELBOW PEA \ \ / \ \/ SCHEDULE 40 N SWING PIPE (MIN. 12" LONG) o ® GRAVEL BASE \ \ SLEEVE - LATERAL LINE WITH MALE BARBED ELBOW l\,> TEE OR ELL MAINLINE WITH PVC TEE OR ELL COMMON WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVE AND ON TO NEXT VALVE MAINLINE IF GREATER VALVE WIRE FROM CONTROLLER SEEVING TYPICALLY PROVIDED BY GENERAL CONTRACTOR. IRRIGATION CONTRACTOR TO VERIFY LOCATION AND CONDITION, INSTALL ADDITIONAL SLEEVING IF REQUIRED A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19°2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 I &G1114I111101A LAWN ZONE PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 FINISH GRADE 12" SHRUB POP -UP SPRAY HEAD MALE BARBED SWING PIPE (MIN. 12" LONG) BED ZONE IZiiS LATERAL LINE WITH TEE OR ELL MALE BARBED ELBOW GE AREA \ /\% F ROTOR,\\/\\\/ ALE BARBED ELBOW SWING PIPE MIN. 12" LONG) LATERAL LINE IWITHLTEEOREL MAINLINE MALE BARBED ELBOW ROTOR ZONE. NO POP -UP HEADS LOCATED 5• 0 9 mU4on 1r J Sigmtum Renwal ° _ SCALE. 5/30/07 DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 I, :CI:0111I L201 1211:1m FIRST SUBMITTAL PC1 PLANNING COMMENTS 1 B1 BUILDING COMMENTS 1 1 CHANGE BULLETIN GRADING PERMIT 2 PC2 PLANNING COMMENTS 2 HARDSCAPE': \ \ <'% SET HEAD FLUSH WITH, \ >, N j \ \ \\ Z \ \/ FINISH GRADE \ \ \ \' \\ 4' TURF POP-UP SPRAY HEAD 00 MALE BARBED ELBOW PEA \ \ / \ \/ SCHEDULE 40 N SWING PIPE (MIN. 12" LONG) o ® GRAVEL BASE \ \ SLEEVE - LATERAL LINE WITH MALE BARBED ELBOW l\,> TEE OR ELL MAINLINE WITH PVC TEE OR ELL COMMON WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVE AND ON TO NEXT VALVE MAINLINE IF GREATER VALVE WIRE FROM CONTROLLER SEEVING TYPICALLY PROVIDED BY GENERAL CONTRACTOR. IRRIGATION CONTRACTOR TO VERIFY LOCATION AND CONDITION, INSTALL ADDITIONAL SLEEVING IF REQUIRED A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE 3.19°2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 4.30.2007 4.30.2007 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE 5.8.2007 CITY ENGINEER CITY OF LAKE ELSINORE 5.30.2007 I &G1114I111101A LAWN ZONE PREPARED BY: WD PARTNERS, INC. ZIKAR SARYEDDEAN R.C.E. NO. 65838, EXP. 12/13/07 FINISH GRADE 12" SHRUB POP -UP SPRAY HEAD MALE BARBED SWING PIPE (MIN. 12" LONG) BED ZONE IZiiS LATERAL LINE WITH TEE OR ELL MALE BARBED ELBOW GE AREA \ /\% F ROTOR,\\/\\\/ ALE BARBED ELBOW SWING PIPE MIN. 12" LONG) LATERAL LINE IWITHLTEEOREL MAINLINE MALE BARBED ELBOW ROTOR ZONE. NO POP -UP HEADS LOCATED 5• 0 9 mU4on 1r J Sigmtum Renwal ° _ SCALE. 5/30/07 DATE: 5/7/2007 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F BENCH MARK: CM -95 -24 ELEVATION 1317.32' CITY OF LAKE ELSINORE APN: 379 - 241 -057 APN: 379 - 241 -058 16491 LAKESHORE DRIVE (RITE AID) 16475 LAKESHORE DRIVE (RETAIL) LAKE ELSINORE, CA 92530 PLAN CHECK: 072 0001.06 I, :CI:0111I L201 1211:1m IM L H F E 1 1 2 3 4 5 METAL ROOF DECK: 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK" (CURRENT EDITION). 2. METAL ROOF DECK SHALL BE CONFIGURATION, DEPTH AND MINIMUM GAUGE AS SHOWN ON THE DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS SHOWN ON THE DRAWINGS. SEE ROOF PLAN NOTES. 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK, SEE 5003 -K11 FOR EXCEPTION. 4. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. DECK WITH A THICKNESS OF 20G OR LESS SHALL BE CONTINUOUS FOR A MINIMUM OF TWO SPANS ADJACENT TO JOIST BAYS WITH ROOF OPENINGS. 5. DECK ENDS SHALL BE LAPPED A MINIMUM OF 2 ". BUTTED ENDS ARE NOT PERMITTED. 6. E60XX WELDING ELECTRODES SHALL BE USED WHEN WELDING METAL ROOF DECK. STRUCTURAL STEEL: 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: ALL CHANNELS, ANGLES, PLATES, ETC. (U.N.O.) A36 ALL WIDE FLANGES (U.N.O.) A992 (Fy =50) STRUCTURALTUBE A500(Fy =46) STEEL PIPE A53 (Fy =35) COMMON BOLTS A307 HIGH STRENGTH BOLTS A325 ANCHOR BOLTS F1554 GRADE 36 WELDING ELECTRODES E70XX DECK WELDING ELECTRODES E60XX 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (CURRENT EDITION), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. 3. THE STEEL STRUCTURE IS A NON- SELF - SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE ROOF DECK AND ATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. WHERE CONNECTION COMPONENTS ARE NOT IDENTIFIED, THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION COMPONENTS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S SHOP DRAWINGS. SIGNED AND SEALED SHOP DRAWINGS SHALL BE PROVIDED UPON REQUEST. SEE SPECIFICATIONS. 5. PROVIDE MINIMUM AND MAXIMUM BOLT SPACING AND EDGE DISTANCE IN ACCORDANCE WITH THE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION) SPECIFICATION. 6. PRIOR TO FABRICATION OF STRUCTURAL STEEL, FURNISH SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER. 7. INSTALL ALL COMMON BOLTS AND ANCHOR BOLTS AS SNUG TIGHTENED, THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OF THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES IN TO FULL CONTACT, U.N.O. 8. INSTALL ALL HIGH STRENGTH BOLTS AS PRETENSIONED WITH FAYING. SHOP DRAWINGS: A. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS FOR APPROVAL. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF THE GENERAL CONTRACTOR FAILS TO OBTAIN APPROVAL OF THE SHOP DRAWINGS. THE GENERAL CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER IN WRITING CONCERNING DEVIATIONS AND /OR OMISSIONS FROM THE CONTRACT DOCUMENTS AT THE TIME OF SHOP DRAWING SUBMISSION. COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM (1.3W): 2 3 41 6 7 8 m9 EPDXY ANCHORS: 1. EPDXY ANCHORING SHALL BE COMPLETED USING ONE OF THE FOLLOWING PRODUCTS: HIT HY -150 WITH HAS ROD ANCHOR SYSTEM BY HILTI, INC. (ICBO REP. #5193) HIT HY -150 WITH TZ ROD ANCHOR SYSTEM BY HILTI, INC. (ICBO REP. #5942) SET ADHESIVE SYSTEMS BY SIMPSON STRONG -TIE (ICBO REP. #5279) CIA -GEL 7000 EPDXY BY COVERT OPERATIONS, INC. (ICBO REP. #4846) 2. ANCHORS RODS USED FOR EPDXY ANCHORING SHALL BE THE TYPE SPECIFIED IN THE REFERENCED ICBO REPORT. THE ANCHOR SIZE SHALL BE AS INDICATED ON THE PLANS. THE ANCHOR ROD EMBEDMENT SHALL BE 8 DIAMETERS U.N.O.. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S RECOMMENDATIONS AND THE CURRENT ICBO REPORT. 4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH BUILDING CODE AND IN ACCORDANCE WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CURRENT ICBO REPORT. SPECIAL INSPECTIONS AS PER THE 1997 UBC AND 2001 CBC: 1. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW. NOT APPLICABLE TO SLABS ON GROUND OR SITE CONCRETE FULLY SUPPORTED ON EARTH. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 4. OBSERVATION BY STRUCTURAL ENGINEER OF RECORD IS NOT REQUIRED. 5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. 6. INSPECTION OF FABRICATORS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. THE APPROVED FABRICATOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT OF RECORD SPECIAL INSPECTION ZONE EFFECTIVE WIND AREA i POSITIVE PRE83URE (Fi NEGATIVE PRESSURE (1 PERIODIC CONCRETE (NOT APPLICABLE TO SLABS ON GROUND) O20 10 Il 30b CONTINUOUS n 298 50 dl 28.1 100 Al 28.1 b. #5 BARS AND SMALLER, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS AND VERIFIED PRIOR TO THE START OF THE WORK AND VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION O 10 n 51.4 20 n 45.9 50 n 38b 100 n 332 AS STUDS AND JOISTS. O 10 n 112 20 n 63.9 50 n 46A lee 11 332 ID O20 10 30.6 332 BY WEIGHT % 292 318 50 21.4 29.9 100 21 28.6 a O20 10 31 41.0 292 383 Be 21A 345 100 26.0 319 2 3 41 6 7 8 m9 EPDXY ANCHORS: 1. EPDXY ANCHORING SHALL BE COMPLETED USING ONE OF THE FOLLOWING PRODUCTS: HIT HY -150 WITH HAS ROD ANCHOR SYSTEM BY HILTI, INC. (ICBO REP. #5193) HIT HY -150 WITH TZ ROD ANCHOR SYSTEM BY HILTI, INC. (ICBO REP. #5942) SET ADHESIVE SYSTEMS BY SIMPSON STRONG -TIE (ICBO REP. #5279) CIA -GEL 7000 EPDXY BY COVERT OPERATIONS, INC. (ICBO REP. #4846) 2. ANCHORS RODS USED FOR EPDXY ANCHORING SHALL BE THE TYPE SPECIFIED IN THE REFERENCED ICBO REPORT. THE ANCHOR SIZE SHALL BE AS INDICATED ON THE PLANS. THE ANCHOR ROD EMBEDMENT SHALL BE 8 DIAMETERS U.N.O.. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S RECOMMENDATIONS AND THE CURRENT ICBO REPORT. 4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH BUILDING CODE AND IN ACCORDANCE WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CURRENT ICBO REPORT. SPECIAL INSPECTIONS AS PER THE 1997 UBC AND 2001 CBC: 1. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW. NOT APPLICABLE TO SLABS ON GROUND OR SITE CONCRETE FULLY SUPPORTED ON EARTH. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 4. OBSERVATION BY STRUCTURAL ENGINEER OF RECORD IS NOT REQUIRED. 5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. 6. INSPECTION OF FABRICATORS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. THE APPROVED FABRICATOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT OF RECORD SPECIAL INSPECTION FREQUENCY SOILS: CONTINUOUS 1. GRADING, EXCAVATION, AND FILLING: VERIFY CONFORMANCE TO RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. PERIODIC CONCRETE (NOT APPLICABLE TO SLABS ON GROUND) PERIODIC 1. PROVIDE INSPECTIONS DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE CONTINUOUS 2. BOLTS INSTALLED IN CONCRETE: PROVIDE INSPECTIONS DURING PLACEMENT OF CONCRETE AROUND BOLTS. CONTINUOUS 3. EPDXY SET ANCHORS AND EXPANSION ANCHORS INSTALLED IN HARDENED CONCRETE. CONTINUOUS 4. REINFORCING STEEL: VERIFY PLACEMENT AND CONFORMANCE TO CONSTRUCTION DOCUMENTS PRIOR TO THE CLOSING OF THE FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE. PERIODIC 5. WELDING OF REINFORCING STEEL (ASTM A 706) a. #6 BARS AND LARGER CONTINUOUS b. #5 BARS AND SMALLER, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS AND VERIFIED PRIOR TO THE START OF THE WORK AND VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION PERIODIC SPECIAL INSPECTION FREQUENCY STEEL: CONTINUOUS 1. HIGH - STRENGTH BOLTING (A325 AND A490 BOLTS) B. PRIOR TO PLACEMENT OF CONCRETE FOR THE FIRST FOUNDATION POUR. a. WHILE THE WORK IS IN PROGRESS, DETERMINE THAT THE REQUIREMENTS FOR PERIODIC BOLTS, NUTS, WASHERS, AND PAINT: BOLTED PARTS: AND INSTALLATION AND TIGHTENING ARE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED M. PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL OVER METAL DECK ROOFS OR FLOORS. STANDARDS b. MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PILES OF CONTINUOUS CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. STRUCTURAL WELDING WATER a. FOR WELDS WHERE THE PROVIDED MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED IN ADVANCE: AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION FOUNDATION 1) SINGLE PASS FILLET WELDS NOT EXCEEDING 5116 INCH IN SIZE PERIODIC 2) ROOF AND MEZZANINE DECK WELDING PERIODIC 3) WELDED SHEET STEEL FOR COLD - FORMED STEEL FRAMING MEMBERS SUCH PERIODIC AS STUDS AND JOISTS. S, CURBS, MASONRY FREQUENCY 1. DURING THE TAKING OF THE TEST SPECIMENTS AND PLACING OF ALL REINFORCED MASONRY, UNLESS SPECIFICALLY INDICATED AS NOT REQUIRED SPECIAL INSPECTION. CONTINUOUS WELDING: 1. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED AND CERTIFIED IN ACCORDANCE WITH THE QUALIFICATION PROCEDURE OF AWS. 2. ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) WITH E70 -XX ELECTRODES OR THE FLUX -CORED ARCH WELDING PROCESS (FCAW) WITH E7 XX. LOW HYDROGEN0O ELECTRODES SHALL BE USED AND KEPT DRY AND PARENT METAL SHALL BE PREHEATED IN ACCORDANCE WITH AWS STANDARDS. 3. PERFORM ALL WELDING UNDER CONTINUOUS SPECIAL INSPECTION BY A SPECIAL INSPECTOR REGISTERED WITH THE CITY BUILDING DEPARTMENT, EXCEPT WELDING DONE IN A BUILDING DEPARTMENT APPROVED FABRICATORS SHOP ACCORDANCE WITH 2001 CBC SECTION 1701.7. WELDING INSPECTION MAY BE PERIODIC WHERE ALLOWED BY 2001 CBC SECTION 1701.5.5.1. 4. PERFORM ULTRASONIC TESTING USING AN INDEPENDENT TESTING AGENCY. 5. PERFORM WELDING OF ASTM A706 REINFORCING BARS USING E 90XX ELECTRODES IN ACCORDANCE WITH AWS DI A. 6. PROVIDE WELD MATERIAL ABLE TO ABSORB 20 FOOT POUNDS OF IMPACT AT 0 DEGREES FAHRENHEIT, AND CONFORMING TO THE FOLLOWING SPECIFICATIONS: SMAW - AWS A5.1 AND A5.5 SAW - AWS A5.17 AND A5.23 FCAW - AWS A5.29 7. FILL AND GRIND SMOOTH ALL EXPOSED WELDS WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 8. FULLY DETAIL ON THE SHOP DRAWINGS. ALL WELDS SHOWN AS COMPLETE JOINT PENETRATION (CJP). 9. WELDING PROCEDURES, WELDER QUALIFICATIONS AND WELDING ELECTRODES FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH REQUIREMNTS OF SECTION 2209 OF THE CBC. 10. PEROFRM WELDING OF REINFORCING STEEL, METAL, INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION IN CONFORMANCE WITH CBC STANDARD NO. 19-1. 11. SEE DETAIL Si FOR MINIMUM EFFECTIVE WELD SIZES AND LENGTHS. Pc1 STRUCTURAL OBSERVATION: 1. ENTIRE BUILDING WHEN Na > 1.0 (EXCEPT FOR R -3 OCC.) 2. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 5 REQUIRED IF VTEMS ,::,: ._•.:.,," ,.. =° ' " ' CHECKED STRENGTH (PSI) B. PRIOR TO PLACEMENT OF CONCRETE FOR THE FIRST FOUNDATION POUR. I. PRIOR TO GROUTING THE TOP 48" OF MASONRY WALLS AT FLOOR AND ROOF LINE. (CHORD REINFORCING) CN M. PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL OVER METAL DECK ROOFS OR FLOORS. N. FINAL WALK THROUGH UPON COMPLETION OF ALL STRUCTURAL ASPECTS OF THE PROJECT PRIOR TO ARCHITECTURAL FINISHES. W 6 8 10 11 , 1 1 12 CONCRETE: 1. THE GEOTECHNICAL ENGINEERING REPORT INDICATES THAT THE SOILS ON -SITE HAVE A NEGLIGIBLE SULFATE EXPOSURE. WHERE IMPORTED FILL OR BASE MATERIALS ARE IN CONTACT WITH CONCRETE, THE SULFATE CONTENT AND EXPOSURE OF THESE MATERIALS SHALL BE ACQUIRED BY TEST. SUBMIT ALL TEST RESULTS WITH CONCRETE MIX DESIGNS. FAILURE TO PROVIDE SUPPORTING TEST RESULTS FROM AN ACCREDITED TESTING LABORATORY WILL REQUIRE THE CONCRETE MIX TO BE PROPORTIONED FOR VERY SEVERE SULFATE EXPOSURE AT NO ADDITIONAL COST TO RITE AID OR DELAY IN THE PROJECT SCHEDULE. 2. CONCRETE SHALL BE PROPORTIONED TO MEET THE PROJECT SPECIFICATIONS AND THE MINIMUM CRITERIA ESTABLISHED IN THE FOLLOWING TABLE BASED ON THE SULFATE EXPOSURE FROM ANY ADJACENT SOILS OR FILL MATERIALS. 3000 PSI CONCRETE SHALL HAVE A MAXIMUM W/C RATIO OF 0.58. ALL INTERIOR SLABS ON GRADE SHALL HAVE A MAXIMUM W/C RATIO OF 0.45. 3. ADDITIONALLY, EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND /OR SALT OR DEICING CHEMICALS SHALL HAVE AIR ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE EXPECTED EXPOSURE. SEE SPECIFICATIONS FOR MORE INFORMATION. REINFORCING STEEL: 1. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 OR ASTM A706, UNLESS NOTED OTHERWISE. ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A706. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A497, GRADE 80 (DEFORMED WIRE), AND A185 GRADE 65 (PLAIN WIRE). 3. WELDING OF REINFORCING STEEL SHALL CONFIRM WITH AWS D1.4 -92 OR LATEST EDITION. 4. REIFORCING BARS SHALL NOT BE RE -BENT WITHOUR APPORVAL OF STRUCTURAL ENGINEER. BENDS SHALL BE MADE COLD. 5. PROVIDE REINFORCING STEEL THAT IS CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO IMPAIR BENDING. 6. PLACE VERTICAL BARS IN WALLS AT THE CENTER OF WALL, U.N.O. 7. SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS PRIOR TO PLACING CONCRETE OR GROUT. 8. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH THE GROUND: 31N. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 6 BARS AND LARGER 2 IN. 5 BARS AND SMALLER 1 -1/2 IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: BEAMS, GIRDERS, AND COLUMNS 1 -1/2 IN. SLABS, WALLS, AND JOISTS 11 BARS AND SMALLER 3/4 IN. 14 AND #18 BARS 1 -1/2 IN. 9. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. USE CLASS "B" SPLICES. SPLICES (INCHES) BAR TOP BARS OTHER BARS SIZE A B 3 28 22 5 47 36 77 816 63 8 93 72 10 110 96 89 11 128 98 COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2 ". 10. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF CONCRETE. STEEL JOISTS: 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, 'K- SERIES' (1994)" OR THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, 'LH- SERIES'(1994)" OF THE STEEL JOIST INSTITUTE (SJI). 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL STEEL JOISTS. 3. UNLESS OTHERWISE NOTED- STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED, UNIFORMLY LOADED TRUSSES WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING, THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD TABLE. 4, WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE MANUFACTURER SHALL DESIGN THE JOISTS AND BRIDGING FOR THE NET UPLIFT. A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND FORCES IS SHOWN ON THE DESIGN DRAWINGS. 5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS, THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF THE "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS,'K- SERIES "'. 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI SPECIFICATION. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND STEEL JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. BRIDGING THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS, MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO. COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT. 7. MINIMUM BEARING REQUIREMENTS FOR K- SERIES JOISTS, UNLESS NOTED OTHERWISE. 2 -1/2" ON STRUCTURAL STEEL, INCLUDING STEEL BEARING SEATS PROJECTING FROM WALLS 4" ON STEEL BEARING PLATES DIRECTLY OVER MASONRY OR CONCRETE WALLS 8. UNLESS NOTED OTHERWISE, K- SERIES JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK OR STEEL BEARING PLATES WITH (2) 3/16" FILLET WELDS (ONE EACH SIDE) 4" LONG OR WITH (2) 3/4" DIAMETER BOLTS, OR WITH A COMBINATION OF (1) 3/16" FILLET WELD AND (1) 3/4" DIAMETER BOLT. WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL OR JOIST GIRDER, THE BOLTS PROVIDED ARE FOR ERECTION ONLY. ERECTION BOLTS MAY BE REMOVED AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. 9. STEEL JOISTS AT COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH (2) 3/4" DIAMETER BOLTS. WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES, USE BOLTED CONNECTIONS FOR THE STEEL JOIST CLOSEST TO THE CENTER LINE. WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL OR JOIST GIRDER, THE BOLTS PROVIDED ARE FOR ERECTION ONLY. ERECTION BOLTS MAY BE REMOVED AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. 10. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED, EXCEPT FOR BOLTED CONNECTIONS AT THE BEARING END OF THE STEEL JOIST. 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING, FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE STEEL JOIST. METHODS OF FRAMING THAT INDUCE BENDING TO THE STEEL JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. 12. ROOF AND MEZZANINE TOTAL LOAD DEFLECTION SHALL BE LIMITED TO U240 AND LIVE LOAD DEFLECTION TO U360. 13. JOIST MANUFACTURER TO DESIGN AND FURNISH BRIDGING AND OR BRACES FOR JOISTS. 14. THE STEEL JOIST AND GIRDER MANUFACTURER SHALL SUBMIT ERECTION DRAWINGS AND STAMPED CALCULATIONS BY LICENSED CIVIL OR STRUCTURAL ENGINEER TO ENGINEER OF RECORD FOR REVIEW. 15. FOR TYPICAL METAL JOIST ATTACHMENTS SEE SHEET S206 PC1 COLD FORMED METAL FRAMING SPECIFICATIONS: 1. ALL PRODUCTS, DETAILING, FABRICATION AND INSTALLATION SHALL MEET THE REQUIRMENTS OF AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ", CURRENT EDITION AND BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). REFERENCE ICC EVALUATION SERVICE, INC. - LEGACY REPORT ER -4943P 2. STEEL GRADES: 12, 14, & 16 GAGE COMPONENTS (EQUAL TO GREATER THAN 54 MILS) Fy(MIN) = 50 ksi 18 & 20 GAGE COMPONENTS (LESS THAN 54 MILS) Fy(MIN) = 33 ksi 3. ALL COLD FORMED METAL COMPONENTS SHALL BE FORMED FROM ZINC COATED (G60 GALVINIZED) STEEL MEETING THE REQUIREMENTS OF ASTM A-653. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS. UNLESS NOTED OTHERWISE, USE A MINIMUM OF THREE #10 SCREWS PER CONNECTION. WELDING MAY BE USED WHERE THE THICKNESS OF THE THINNEST MATERIAL CONNECTED IS 43 MILS 18 GA) OR GREATER. WELDS SHALL BE MADE WITH E60XX ELECTRODES. AS A MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE ONE INCH LONG FILLET OR FLARE GROOVE WELDS AT EACH SIDE OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. ALL WELDING SHALL CONFORM TO AWS D1.3. 5. ALL SCREWS SHALL HAVE AN EDGE DISTANCE OF 1 1/2" (MIN.), UNLESS OTHERWISE NOTED, AND BE SPACED V -0" (MIN.) ON CENTER, UNLESS OTHERWISE NOTED. 6. TORCH CUTTING OF MEMBERS OR HOLES IS NOT PERMITTED. 7. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 8. CONTRACTOR MAY SUBSTITUTE MEMBERS OF GREATER STRENGTH THAN SHOWN SUBJECT TO APPROVAL OF THE ENGINEER. 9. ALL LIGHTWEIGHT STEEL FRAMING SHALL CONFORM TO ASTM A446. 10. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPACITIES OF MEMBERS SHALL BE DEVELOPED IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' 9 10 11 12 13 14 15 16 13 GOVERNING CODE: 2001 CALIFORNIA BUILDING CODE: 1. DEAD LOADS (MAIN BUILDING ROOF) MEMBRANE (UNBALLASTED) = 1.0 PSF INSULATION = 3.0 PSF COLLATERAL ALLOWANCE = 5.0 PSF METAL DECK = 2.2 PSF JOISTS = 2.0 PSF GIRDERS = 1.0 PSF MECHANICAL AND ELECTRIAL = 2.5 PSF FIRE PROTECTION = 1.8 PSF CEILING = 1.0 PSF MISCELLANEOUS = 0.5 PSF TOTAL DEAD LOAD = 20.0 PSF DEAD LOADS (DRIVE THRU CANOPY) MEMBRANE (UNBALLASTED) = 1.0 PSF INSULATION = 2.0 PSF ROOD DECK = 2.0 PSF JOISTS = 2.0 PSF BEAMS /GIRDERS = 2.0 PSF MISCELLANEOUS = 5.0 PSF TOTAL DEAD LOAD = 14.0 PSF MEZZANINE DEAD LOADS SLAB AND DECK = 39 PSF CEILING = 1 PSF COLLATERAL ALLOWANCE = 8 PSF BAR JOISTS = 2 PSF GIRDERS = 2 PSF TOTAL DEAD LOAD = 52 PSF 2. MINIMUM ROOF LIVE LOADS A. ROOF DECK = 20 PSF B. FRAMING COMPONENTS (JOISTS, JOIST GIRDERS, BEAMS AND COLUMNS) 1. TRIBUTARY AREA 0 TO 200 SF., MIN. LIVE LOAD = 20 PSF 2. TRIBUTARY AREA 201 TO 600 SF., MIN. LIVE LOAD = 16 PSF 3. TRIBUTARY AREA 601 SF. AND GREATER, MIN. LIVE LOAD = 12 PSF 3. MINIMUM MEZZANINE LIVE LOADS = 125 PSF 4. WIND LOADS A. BASIC WIND SPEED = 70 MPH B. WIND LOAD IMPORTANCE FACTOR = 1.0 C. WIND EXPOSURE CATEGORY C FOR MAIN WIND FORCE RESISTING SYSTEM D. WIND EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING E. WIND DESIGN PRESSURE - COMPONENTS AND CLADDING, SEE DIAGRAM THIS SHEET 5. EARTHQUAKE DESIGN DATA A. SEISMIC ZONE =4 B. SEISMIC ZONE FACTOR Z = 0.4 C. SOIL PROFILE TYPE = Slid D. SEISMIC IMPORTANCE FACTOR Ip = 1.0 E. BASIC SEISMIC FORCE RESISTING SYSTEM: REINFORCED MASONRY SHEARWALLS F. ANALYSIS PROCEDURE: EQUIVELANT LATERAL FORCE PROCEDURE G. NEAR SOURCE FACTOR Na = 1.1 MAX (PER U.B.C. 1629.42) H. NEAR SOURCE FACTOR Nv = 2.0 MAX I. SEISMIC COEFFICIENT Ca = 0.56 J. OVER STRENGTH VALUE (OMEGA) = 2.8 K. STRUCTURAL SYSTEM FACTOR R = 4.5 (MASONRY SHEARWALL) L. REDUNDANCY FACTOR RHO = 1.0 6. ROOF SNOW LOAD = 0.0 PSF MISCELLANEOUS: 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. STRUCTURAL DRAW IN GS ARE INTENDED 7U BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 5. OPENINGS V -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 9. CONTRACTOR'S CONSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 10.THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. FOUNDATIONS: 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL, DATED NOVEMBER 10, 2006. 2. CONTINUOUS SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.50 KSF UNDER SERVICE LIVE AND DEAD LOAD. ISOLATED SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.50 KSF UNDER SERVICE LIVE AND DEAD LOAD. 3. FOOTINGS MAY BE POURED INTO AN EARTH - FORMED TRENCH IF SOIL CONDITIONS PERMIT. 4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINAL GRADE. 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE AND CURED. 7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. 8. FOUNDATION CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI BEFORE BEING LOADED. STRENGTHS SHALL BE VERIFIED BY TEST. 9. LOCATION AND SIZE OF FOOTING STEPS PER S002 -Dll SHALL BE COORDINATED WITH CIVIL DRAWINGS. 10. OVEREXCAVATION AND COMPACTION REQUIREMENTS PER GEOTECHNICAL REPORT. MASONRY: 1. CONCRETE BLOCK UNITS SHALL BE GRADE N -1 CONFORMING TO A.S.T.M. - 90 . MINIMUM CO MPRE SS IVE STRENGTH fm= 1500 PSI MEDIUM WEIGHT. REFER TO ARCHITECTURAL FOR BLOCK SIZE COLOR FACE JOINTING, ETC. 2. MORTAR SHALL BE MACHINE MIXED TYPE M, CONFORMING TO A.S.T.M. C -144 MINIMUM COMPRESSIVE STRENGTH fo= 2500 PSI AT 28 DAYS. 3. GROUT SHALL CONFORM TO A.S.T.M. C -476. MINIMUM COMPRESSIVE STRENGTH fl 2000 PSI AT 28 DAYS. MIX TO BE 1 PART CEMENT, 3 PARTS SAND, 1/10 PART HYUDRATED LIME OR LIME PUTTY, 2 PARTS PEA GRAVEL, TO BE OF FLUID CONSISTENCY. MINIMUM GROUT SPACE SHALL BE 31NCHES IN LEAST DIMENSION. 4. GROUT PLACEMENT: MAXIMUM GROUT LIFT SHALL BE 6'-0" UNLESS NOTED OTHERWISE. NON - CONTINUOUS POURS SHALL BE STOPPED 1 112" BELOW THE TOP OF A COURSE TO FORM A KEY AT ALL POUR JOINTS. GROUT ALL CELLS SOLID UNLESS NOTED OTHERWISE. CLEAN OUTS SHALL BE PROVIDED FOR ALL GROUT POURS GREATER THAN 6 -0". 5. THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL BE 1/2" MINIMUM AND 3/4" MINIMUM BETWEEN PARALLEL REINFORCING BARS. 6. STORE UNITS UNDER COVER AT JOB SITE. 7. ALL WALLS BELOW GRADE SHALL BE WATERPROOFED AND THE EXTERIOR SURFACE EXTENDING FROM THE FOUNDATION PAD TO ABOVE GRADE AND POSITIVELY DRAINED. SEE ARCHITECTURAL OR CIVIL DRAWINGS FOR WATERPROOFING AND DRAINAGE SPECIFICATIONS. 8. STRUCTURAL BRICK SHALL BE GRADE MW, CONFORMING TO A.S.T.M. C-62 WITH A MINIMUM COMPRESSIVE STRENGTH, fm= 2500 PSI. 9. FACE BRICK SHALL CONFORM TO A.S.T.M. C -216. 10. SPECIAL INSPECTION REQUIRED FOR MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. 11. ALL MASONRY IS SOLID GROUTED UNLESS NOTED OTHERWISE. 12. QUALITY ASSURANCE MEASURES SHALL COMPLY WITH SECTION 2105: A. FIVE MASONRY PRISM TESTS SHALL BE BUILT AND TESTED PRIOR TO CONSTRUCTION. B. THREE MASONRY PRISM TESTS (PER 5000 S.F. OF FLOOR AREA, 3 MIN.) SHALL BE BUILT AND TESTED DURING CONSTRUCTION WHEN FULL STRESSES ARE USED IN DESIGN. (ONLY 8" MASONRY WALLS ABOVE GRADE) 13. BLOCK UNITS SHALL BE SUFFICIENTLY MOIST AT TIME OF LAYING TO PREVENT DEHYDRATION OF MORTAR AND GROUT AND SHALL BE FREE OF ALL SUBSTANCES WHICH MIGHT IMPAIR THE BOND OF THE UNITS TO MORTAR AND GROUT. 14. CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C 150. 15. SEE DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. HORIZONTAL CHORD AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. 16. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. BARS SHALL BE IN PLACE PRIOR TO GROUTING. 17. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 18. GROUT LIFTS ABOVE 12' -0" ABOVE THE GROUND FLOOR ELEVATION SHALL HAVE SHRINKAGE COMPENSATING ADMIXTURES. 19. MASONRY CONSTRUCTION SHALL COMPLY WITH SECTION 2104 OF THE BLFIInpING CODE. 20.HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IF IN CONFORMAN,CF.JWtTAf W1 CBC AND PROJECT SPECIFICATIONS. ; "OTT FAZEKAS & ASSOCIATES, INC. 14 DATE is haee been reviewed for adherence to the codes a:,d ordinance. Authorization is anted to slue a building permit pending v ail applicable City agencies. issuance or granting of a permit based on areva. of it ese plans shall not be construed to er ,t or a prove any violation of the applicable coca; or erdmance. No permit presumed to give vdola,,c or cancel the previsions of such ccces s:.aii be ,Id. 15 1.6 .. 1,1I L 1 J H G F E TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento MINIMUM 28 DAY COMPRESSIVE CD STRENGTH (PSI) W\ Lo CN WALL Q W PANELS, WATER a w FOUNDATION W SOLUBLE SULFATE (SO4) IN PORTLAND Uj SLABS RETAINING S, CURBS, SULFATE SULFATE WATER CEMENT MAXIMUM ON WALLS, AND ALL EXPOSURE SO4) IN SOIL, PPM TYPE W/C RATIO GROUND STEM CONCRETE BY WEIGHT % WALLS, U.N.O. PIERS, OR COLUMNS NEGLIGIBLE 0.00 <SO4 <0.10 0 <SO4<150 II 0.55 3000 4000 3000' MODERATE 0.10 <SO4 <0.20 150 <SO4 <1500 II 0.50 4000 4000 4000 SEVERE 0.20 <SO4<2.00 1500<SO4<10,000 V 0.45 4500 4500 4500 VERY SO4>2.00 SO4 >10,000 V PLUS 0.45 4500 4500 4500 SEVERE pOZZOLAN 3000 PSI CONCRETE SHALL HAVE A MAXIMUM W/C RATIO OF 0.58. ALL INTERIOR SLABS ON GRADE SHALL HAVE A MAXIMUM W/C RATIO OF 0.45. 3. ADDITIONALLY, EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND /OR SALT OR DEICING CHEMICALS SHALL HAVE AIR ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE EXPECTED EXPOSURE. SEE SPECIFICATIONS FOR MORE INFORMATION. REINFORCING STEEL: 1. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 OR ASTM A706, UNLESS NOTED OTHERWISE. ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A706. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A497, GRADE 80 (DEFORMED WIRE), AND A185 GRADE 65 (PLAIN WIRE). 3. WELDING OF REINFORCING STEEL SHALL CONFIRM WITH AWS D1.4 -92 OR LATEST EDITION. 4. REIFORCING BARS SHALL NOT BE RE -BENT WITHOUR APPORVAL OF STRUCTURAL ENGINEER. BENDS SHALL BE MADE COLD. 5. PROVIDE REINFORCING STEEL THAT IS CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO IMPAIR BENDING. 6. PLACE VERTICAL BARS IN WALLS AT THE CENTER OF WALL, U.N.O. 7. SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS PRIOR TO PLACING CONCRETE OR GROUT. 8. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH THE GROUND: 31N. FORMED SURFACES EXPOSED TO EARTH OR WEATHER. 6 BARS AND LARGER 2 IN. 5 BARS AND SMALLER 1 -1/2 IN. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: BEAMS, GIRDERS, AND COLUMNS 1 -1/2 IN. SLABS, WALLS, AND JOISTS 11 BARS AND SMALLER 3/4 IN. 14 AND #18 BARS 1 -1/2 IN. 9. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. USE CLASS "B" SPLICES. SPLICES (INCHES) BAR TOP BARS OTHER BARS SIZE A B 3 28 22 5 47 36 77 816 63 8 93 72 10 110 96 89 11 128 98 COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2 ". 10. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE COVERED WITH A MINIMUM OF 3" OF CONCRETE. STEEL JOISTS: 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, 'K- SERIES' (1994)" OR THE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, 'LH- SERIES'(1994)" OF THE STEEL JOIST INSTITUTE (SJI). 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ALL STEEL JOISTS. 3. UNLESS OTHERWISE NOTED- STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED, UNIFORMLY LOADED TRUSSES WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING, THE UNIFORM DESIGN LOAD SHALL BE THE TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD TABLE. 4, WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS, THE MANUFACTURER SHALL DESIGN THE JOISTS AND BRIDGING FOR THE NET UPLIFT. A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND FORCES IS SHOWN ON THE DESIGN DRAWINGS. 5. WHEN NONUNIFORM OR CONCENTRATED LOADS ARE SHOWN ON THE DRAWINGS, THE MANUFACTURER SHALL DESIGN THE JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF THE "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS,'K- SERIES "'. 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI SPECIFICATION. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND STEEL JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. BRIDGING THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS, MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO. COORDINATE BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT. 7. MINIMUM BEARING REQUIREMENTS FOR K- SERIES JOISTS, UNLESS NOTED OTHERWISE. 2 -1/2" ON STRUCTURAL STEEL, INCLUDING STEEL BEARING SEATS PROJECTING FROM WALLS 4" ON STEEL BEARING PLATES DIRECTLY OVER MASONRY OR CONCRETE WALLS 8. UNLESS NOTED OTHERWISE, K- SERIES JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK OR STEEL BEARING PLATES WITH (2) 3/16" FILLET WELDS (ONE EACH SIDE) 4" LONG OR WITH (2) 3/4" DIAMETER BOLTS, OR WITH A COMBINATION OF (1) 3/16" FILLET WELD AND (1) 3/4" DIAMETER BOLT. WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL OR JOIST GIRDER, THE BOLTS PROVIDED ARE FOR ERECTION ONLY. ERECTION BOLTS MAY BE REMOVED AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. 9. STEEL JOISTS AT COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH (2) 3/4" DIAMETER BOLTS. WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES, USE BOLTED CONNECTIONS FOR THE STEEL JOIST CLOSEST TO THE CENTER LINE. WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL OR JOIST GIRDER, THE BOLTS PROVIDED ARE FOR ERECTION ONLY. ERECTION BOLTS MAY BE REMOVED AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. 10. HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED, EXCEPT FOR BOLTED CONNECTIONS AT THE BEARING END OF THE STEEL JOIST. 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING, FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE STEEL JOIST. METHODS OF FRAMING THAT INDUCE BENDING TO THE STEEL JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. 12. ROOF AND MEZZANINE TOTAL LOAD DEFLECTION SHALL BE LIMITED TO U240 AND LIVE LOAD DEFLECTION TO U360. 13. JOIST MANUFACTURER TO DESIGN AND FURNISH BRIDGING AND OR BRACES FOR JOISTS. 14. THE STEEL JOIST AND GIRDER MANUFACTURER SHALL SUBMIT ERECTION DRAWINGS AND STAMPED CALCULATIONS BY LICENSED CIVIL OR STRUCTURAL ENGINEER TO ENGINEER OF RECORD FOR REVIEW. 15. FOR TYPICAL METAL JOIST ATTACHMENTS SEE SHEET S206 PC1 COLD FORMED METAL FRAMING SPECIFICATIONS: 1. ALL PRODUCTS, DETAILING, FABRICATION AND INSTALLATION SHALL MEET THE REQUIRMENTS OF AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ", CURRENT EDITION AND BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). REFERENCE ICC EVALUATION SERVICE, INC. - LEGACY REPORT ER -4943P 2. STEEL GRADES: 12, 14, & 16 GAGE COMPONENTS (EQUAL TO GREATER THAN 54 MILS) Fy(MIN) = 50 ksi 18 & 20 GAGE COMPONENTS (LESS THAN 54 MILS) Fy(MIN) = 33 ksi 3. ALL COLD FORMED METAL COMPONENTS SHALL BE FORMED FROM ZINC COATED (G60 GALVINIZED) STEEL MEETING THE REQUIREMENTS OF ASTM A-653. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS. UNLESS NOTED OTHERWISE, USE A MINIMUM OF THREE #10 SCREWS PER CONNECTION. WELDING MAY BE USED WHERE THE THICKNESS OF THE THINNEST MATERIAL CONNECTED IS 43 MILS 18 GA) OR GREATER. WELDS SHALL BE MADE WITH E60XX ELECTRODES. AS A MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE ONE INCH LONG FILLET OR FLARE GROOVE WELDS AT EACH SIDE OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. ALL WELDING SHALL CONFORM TO AWS D1.3. 5. ALL SCREWS SHALL HAVE AN EDGE DISTANCE OF 1 1/2" (MIN.), UNLESS OTHERWISE NOTED, AND BE SPACED V -0" (MIN.) ON CENTER, UNLESS OTHERWISE NOTED. 6. TORCH CUTTING OF MEMBERS OR HOLES IS NOT PERMITTED. 7. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 8. CONTRACTOR MAY SUBSTITUTE MEMBERS OF GREATER STRENGTH THAN SHOWN SUBJECT TO APPROVAL OF THE ENGINEER. 9. ALL LIGHTWEIGHT STEEL FRAMING SHALL CONFORM TO ASTM A446. 10. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPACITIES OF MEMBERS SHALL BE DEVELOPED IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' 9 10 11 12 13 14 15 16 13 GOVERNING CODE: 2001 CALIFORNIA BUILDING CODE: 1. DEAD LOADS (MAIN BUILDING ROOF) MEMBRANE (UNBALLASTED) = 1.0 PSF INSULATION = 3.0 PSF COLLATERAL ALLOWANCE = 5.0 PSF METAL DECK = 2.2 PSF JOISTS = 2.0 PSF GIRDERS = 1.0 PSF MECHANICAL AND ELECTRIAL = 2.5 PSF FIRE PROTECTION = 1.8 PSF CEILING = 1.0 PSF MISCELLANEOUS = 0.5 PSF TOTAL DEAD LOAD = 20.0 PSF DEAD LOADS (DRIVE THRU CANOPY) MEMBRANE (UNBALLASTED) = 1.0 PSF INSULATION = 2.0 PSF ROOD DECK = 2.0 PSF JOISTS = 2.0 PSF BEAMS /GIRDERS = 2.0 PSF MISCELLANEOUS = 5.0 PSF TOTAL DEAD LOAD = 14.0 PSF MEZZANINE DEAD LOADS SLAB AND DECK = 39 PSF CEILING = 1 PSF COLLATERAL ALLOWANCE = 8 PSF BAR JOISTS = 2 PSF GIRDERS = 2 PSF TOTAL DEAD LOAD = 52 PSF 2. MINIMUM ROOF LIVE LOADS A. ROOF DECK = 20 PSF B. FRAMING COMPONENTS (JOISTS, JOIST GIRDERS, BEAMS AND COLUMNS) 1. TRIBUTARY AREA 0 TO 200 SF., MIN. LIVE LOAD = 20 PSF 2. TRIBUTARY AREA 201 TO 600 SF., MIN. LIVE LOAD = 16 PSF 3. TRIBUTARY AREA 601 SF. AND GREATER, MIN. LIVE LOAD = 12 PSF 3. MINIMUM MEZZANINE LIVE LOADS = 125 PSF 4. WIND LOADS A. BASIC WIND SPEED = 70 MPH B. WIND LOAD IMPORTANCE FACTOR = 1.0 C. WIND EXPOSURE CATEGORY C FOR MAIN WIND FORCE RESISTING SYSTEM D. WIND EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING E. WIND DESIGN PRESSURE - COMPONENTS AND CLADDING, SEE DIAGRAM THIS SHEET 5. EARTHQUAKE DESIGN DATA A. SEISMIC ZONE =4 B. SEISMIC ZONE FACTOR Z = 0.4 C. SOIL PROFILE TYPE = Slid D. SEISMIC IMPORTANCE FACTOR Ip = 1.0 E. BASIC SEISMIC FORCE RESISTING SYSTEM: REINFORCED MASONRY SHEARWALLS F. ANALYSIS PROCEDURE: EQUIVELANT LATERAL FORCE PROCEDURE G. NEAR SOURCE FACTOR Na = 1.1 MAX (PER U.B.C. 1629.42) H. NEAR SOURCE FACTOR Nv = 2.0 MAX I. SEISMIC COEFFICIENT Ca = 0.56 J. OVER STRENGTH VALUE (OMEGA) = 2.8 K. STRUCTURAL SYSTEM FACTOR R = 4.5 (MASONRY SHEARWALL) L. REDUNDANCY FACTOR RHO = 1.0 6. ROOF SNOW LOAD = 0.0 PSF MISCELLANEOUS: 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. STRUCTURAL DRAW IN GS ARE INTENDED 7U BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 5. OPENINGS V -4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. 8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 9. CONTRACTOR'S CONSTRUCTION AND /OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 10.THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. FOUNDATIONS: 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL, DATED NOVEMBER 10, 2006. 2. CONTINUOUS SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.50 KSF UNDER SERVICE LIVE AND DEAD LOAD. ISOLATED SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.50 KSF UNDER SERVICE LIVE AND DEAD LOAD. 3. FOOTINGS MAY BE POURED INTO AN EARTH - FORMED TRENCH IF SOIL CONDITIONS PERMIT. 4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINAL GRADE. 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE AND CURED. 7. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. 8. FOUNDATION CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI BEFORE BEING LOADED. STRENGTHS SHALL BE VERIFIED BY TEST. 9. LOCATION AND SIZE OF FOOTING STEPS PER S002 -Dll SHALL BE COORDINATED WITH CIVIL DRAWINGS. 10. OVEREXCAVATION AND COMPACTION REQUIREMENTS PER GEOTECHNICAL REPORT. MASONRY: 1. CONCRETE BLOCK UNITS SHALL BE GRADE N -1 CONFORMING TO A.S.T.M. - 90 . MINIMUM CO MPRE SS IVE STRENGTH fm= 1500 PSI MEDIUM WEIGHT. REFER TO ARCHITECTURAL FOR BLOCK SIZE COLOR FACE JOINTING, ETC. 2. MORTAR SHALL BE MACHINE MIXED TYPE M, CONFORMING TO A.S.T.M. C -144 MINIMUM COMPRESSIVE STRENGTH fo= 2500 PSI AT 28 DAYS. 3. GROUT SHALL CONFORM TO A.S.T.M. C -476. MINIMUM COMPRESSIVE STRENGTH fl 2000 PSI AT 28 DAYS. MIX TO BE 1 PART CEMENT, 3 PARTS SAND, 1/10 PART HYUDRATED LIME OR LIME PUTTY, 2 PARTS PEA GRAVEL, TO BE OF FLUID CONSISTENCY. MINIMUM GROUT SPACE SHALL BE 31NCHES IN LEAST DIMENSION. 4. GROUT PLACEMENT: MAXIMUM GROUT LIFT SHALL BE 6'-0" UNLESS NOTED OTHERWISE. NON - CONTINUOUS POURS SHALL BE STOPPED 1 112" BELOW THE TOP OF A COURSE TO FORM A KEY AT ALL POUR JOINTS. GROUT ALL CELLS SOLID UNLESS NOTED OTHERWISE. CLEAN OUTS SHALL BE PROVIDED FOR ALL GROUT POURS GREATER THAN 6 -0". 5. THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL BE 1/2" MINIMUM AND 3/4" MINIMUM BETWEEN PARALLEL REINFORCING BARS. 6. STORE UNITS UNDER COVER AT JOB SITE. 7. ALL WALLS BELOW GRADE SHALL BE WATERPROOFED AND THE EXTERIOR SURFACE EXTENDING FROM THE FOUNDATION PAD TO ABOVE GRADE AND POSITIVELY DRAINED. SEE ARCHITECTURAL OR CIVIL DRAWINGS FOR WATERPROOFING AND DRAINAGE SPECIFICATIONS. 8. STRUCTURAL BRICK SHALL BE GRADE MW, CONFORMING TO A.S.T.M. C-62 WITH A MINIMUM COMPRESSIVE STRENGTH, fm= 2500 PSI. 9. FACE BRICK SHALL CONFORM TO A.S.T.M. C -216. 10. SPECIAL INSPECTION REQUIRED FOR MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. 11. ALL MASONRY IS SOLID GROUTED UNLESS NOTED OTHERWISE. 12. QUALITY ASSURANCE MEASURES SHALL COMPLY WITH SECTION 2105: A. FIVE MASONRY PRISM TESTS SHALL BE BUILT AND TESTED PRIOR TO CONSTRUCTION. B. THREE MASONRY PRISM TESTS (PER 5000 S.F. OF FLOOR AREA, 3 MIN.) SHALL BE BUILT AND TESTED DURING CONSTRUCTION WHEN FULL STRESSES ARE USED IN DESIGN. (ONLY 8" MASONRY WALLS ABOVE GRADE) 13. BLOCK UNITS SHALL BE SUFFICIENTLY MOIST AT TIME OF LAYING TO PREVENT DEHYDRATION OF MORTAR AND GROUT AND SHALL BE FREE OF ALL SUBSTANCES WHICH MIGHT IMPAIR THE BOND OF THE UNITS TO MORTAR AND GROUT. 14. CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C 150. 15. SEE DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS. HORIZONTAL CHORD AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. 16. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. BARS SHALL BE IN PLACE PRIOR TO GROUTING. 17. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 18. GROUT LIFTS ABOVE 12' -0" ABOVE THE GROUND FLOOR ELEVATION SHALL HAVE SHRINKAGE COMPENSATING ADMIXTURES. 19. MASONRY CONSTRUCTION SHALL COMPLY WITH SECTION 2104 OF THE BLFIInpING CODE. 20.HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IF IN CONFORMAN,CF.JWtTAf W1 CBC AND PROJECT SPECIFICATIONS. ; "OTT FAZEKAS & ASSOCIATES, INC. 14 DATE is haee been reviewed for adherence to the codes a:,d ordinance. Authorization is anted to slue a building permit pending v ail applicable City agencies. issuance or granting of a permit based on areva. of it ese plans shall not be construed to er ,t or a prove any violation of the applicable coca; or erdmance. No permit presumed to give vdola,,c or cancel the previsions of such ccces s:.aii be ,Id. 15 1.6 .. 1,1I L 1 J H G F E TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.00m Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 9 / 0 N D; 1 O 9 P F G i mwS00404Z468 m rL s Evil 123148 .. aS• Pr. 9T4' OF CAL F P 5/30/07 REVISIONS C E3 PC1 04 -27 -2007 13 El B E3 A PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 S001 w O z Ito J H U H J a w z w CDW\ Lo CN Q W Q a w W cn p Uj Q ZAA J J LU W i V 9 / 0 N D; 1 O 9 P F G i mwS00404 Z468 m rL s Evil 123148 .. aS• Pr. 9T4' OF CAL F P 5/30/07 REVISIONS C E3 PC1 04 -27 -2007 13 El B E3 A PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 S001 w O z Ito J H U H J a w z w i BOLTED SHEAR PLATE SCHEDULE BARS CONNECTION SITAR PLATE WELD NO. OF A325 BOLTS I W1 0x & SMALLER 2)-7/8"0 1/4 1/4" OF SLAB DEPTH i 1/4 W14x &W16x 4) -7/8 "0 1/4 1/4 W18x 5) -7/8 "0 5/16 1/4 W21x 6) -7/8 "0 5/16 CONC. FILL SAWN JOINT W24x 7)-7/8"0 WITH SEALANT, 5/16 W27x SLAB ( r.P.) REBAR, L SEE PLAN a- I / Paz a a a J H VAPOR RETARDOR(SEE SPECIFICATIONS) WELL GRADED NON - EXPANSIVE SOIL MIX. COMPACTED TO 95 %, J, SEE SOILS REPORT NOTE: A. CONTRACTOR MAY SUBSTITUTE PREFORMED KEYED JOINT FOR SAWN JOINT. B. REINFORCEMENT IS NOT TO BE CARRIED THROUGH JOINT. C. CONTRACTOR TO VERIFY PAD ELEVATIONS BASED ON SLAB SECTION. K1TYPICAL SLAB ON GRADE DETAIL SCALE: 1" = 1' -0" 4 con w> w> N U z a wwh YiS YI 3 TYPICAL SLAB ON GRADE EDGE DETAIL V SCALE: 1" = 1' -0" LOAD ATTACHMENT GC TO ADD L2x2x3/i6 STRUT ONE SIDE ONLY AT STEEL JOIST (INSTALL AT SIDE WHERE LOAD IS APPLIED), OR L3x3x1 /4 F N.S. AND F.S. AT JOIST GIRDER, AS REQUIRED E VERTSTRUT WHERE OCCURS W.P. TYP. 118 LOAD ATTACHMENT NOTES: 1. ADDITIONAL STRUT SHALL BE REQUIRED AT ALL HVAC UNIT SUPPORTS AND ALL OTHER ATTACHED COMPONENTS IN EXCESS OF 50 LBS. CONCENTRATED LOAD. UNLESS SUPPORT IS AT PANEL POINT OF JOIST OR JOIST GIRDER. 2. ADDITIONAL STRUT IS NOT REQUIRED IF'X" OR "Y" IS LESS THAN OR EQUAL TO 6 ". JOIST OR JOIST GIRDER LOAD STRUTD1SCALE: 3/4" = 1' -0" 1/2"' BEAM AND COLUMN " SEE SCHEDULE BEYOND D" V SHEAR PLATE AND Cj BOLTS PER SCHEDULE p LF1 BEAMS PER PLAN --- - - - - -- COPE FLANGE WHERE REQUIRED NOTE: SKEW SHEAR PLATES AS REQUIRED AT ANGLED BEAMS BOLTED SHEAR PLATE SCHEDULEK4SCALE: 1 1/2" = 1' -0" rn rn U m TYPE 1 TYPIE 2 NOTES: 1. EFFECTIVE THROAT E =0.4S FOR TYPE 1 2. EFFECTIVE THROAT E =06S FOR TYPE 2 3. USE E90XX ELECTRODES FOR A706 STEEL 4. WHEN USED ON BOTH SIDES, LENGTH ON EACH SIDE TO BE 1/2 THAT INDICATED IN TABLE (3" MINIMUM WELD LENGTH) 5. CHEMICAL ANALYSIS REQUIRED TO ENSURE WELDABILITY OF ANY GRADE 60 STEEL. PREHEAT SHALL BE REQUIRED FOR GRADE 60 STEEL PER AWS D1,4 6. ONLY A706 STEEL MAY BE USED TYPICAL REINFORCEMENT WELDSG4SCALE: NONE A. HOOKS AND BENDS NOTE: BARS SHALL BE IN CONTACT AND WIRED TOGETHER Id" 18" MIN) 6 C. LAP SPLICE D. GRADE BEAM STIRRUP r% A INTYPICAL REINFORCEMENT DETAILS C NOTE: 1. CONNECTION DETAILS WITH RESPECT TO EDGE DISTANCES, BOLT SPACING, HOLE SIZES, ETC. SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) " MANUAL" OF STEEL CONSTRUCTION ", LATEST EDITION. 2. WORK THIS SCHEDULE WITH ALL CONNECTION DETAILS, U.N.O. 3. SHORT HORIZONTAL SLOTS OR STANDARD HOLES MAY BE USED AT SHEAR PLATE. BOLTED SHEAR PLATE SCHEDULE BARS CONNECTION SITAR PLATE WELD NO. OF A325 BOLTS I W1 0x & SMALLER 2)-7/8"0 1/4 1/4 W 12x 3)-7/8"0 1/4 1/4 W14x &W16x 4) -7/8 "0 1/4 1/4 W18x 5) -7/8 "0 5/16 1/4 W21x 6) -7/8 "0 5/16 1/4 W24x 7)-7/8"0 3/8 5/16 W27x 8)-7/8"0 3/8 5/16 W30x 9) - 7/8 "0 7/16 3/8 W33x & W36x 10)-7/8-0 7/16 3/8 NOTE: 1. CONNECTION DETAILS WITH RESPECT TO EDGE DISTANCES, BOLT SPACING, HOLE SIZES, ETC. SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) " MANUAL" OF STEEL CONSTRUCTION ", LATEST EDITION. 2. WORK THIS SCHEDULE WITH ALL CONNECTION DETAILS, U.N.O. 3. SHORT HORIZONTAL SLOTS OR STANDARD HOLES MAY BE USED AT SHEAR PLATE. B. 1350 STIRRUP AND TIE HOOK SCALE: NONE MINIMUM EFFECTIVE WELD SIZES AND LENGTHS BARS TYPE % E TYPE 2, E TYPE 1 LENGTH (4) TYPE 2 LENGTFI (4) 3 3/32 1/8 4 4 4 1/8 5/32 6 6 5 1/8 3/16 8 6 6 5/32 1/4 10 6 7 3/16 9/32 12 8 8 7132 5116 12 10 9 1/4 11/32 14 10 10 1/4 3/8 18 14 11 1/4 13/32 22 16 B. 1350 STIRRUP AND TIE HOOK SCALE: NONE F1554, GRADE 36 ANCHOR BOLTS. A36 ROD WITH HEX NUT AND WASHER ABOVE LEVELING NUT BELOW BASE PLATE. NOTE: PROVIDE HEX NUT AT THE BOTTOM. SEE COLUMN DO NOT WET SET SCHEDULE ON SHEET 5101 FOR ROD SIZE AND BASE PLATE ANCHOR BOLTS. dill ^. DETAILS ON SHEET 5101 FOR ANCHOR SPACING NOTE: THREADED PROJECTIONS - PROVIDED ARE MINIMUMS. INCREASE AS REQUIRED. CONTINUOUS FOOTING REINFORCING. THERE MUST ASTM A -307, GRADE C ANCHOR SEE DETAIL S2.01 -K13. BOLTS. SEE COLUMN SCHEDULE ° ° BE REINFORCING ABOVE AND BELOW ON BOTTOM SLEEVE CONCRETE FOOTING ON SHEET 5101 FOR ROD SIZE HEA m BOLT ° THRF 1Dm ROD ° ON BOTTOM - AND BASE PLATE DETAILS ON ° a L7 • . . SHEET 3101 FOR ANCHOR " " ° ° SPACING 8 ANCHOR DIMENSIONS ANCHOR ueaTH IV o`g OUIEBi F' NEAOm BOLT T}fEAOm ROD w 3/4" 6" 5" 11" 13 ";..., ¢ 1J . -. •. 0 0 --- - - - - -- 7/8" 7" 5" 12" 14" # > 1L J1 'p 1" 8" 5' 13" 15' 11/8" 9" 6' 15" 17" 1 1/4" 10" 6' 16" 18" . 1 3/8" 11' 6" 17" 19" PROVIDE SLEEVE 2" 1 t2' 12" 7" 19' 21" 1 LARGER THAN UTILITY U PROVIDE (3) #5 BARS PROVIDE SLEEVE 2" 1 3/4" 15" 7" 22' 24" A PIPE FOR PASSAGE m LARGER THAN UTILITY PIPE FOR PASSAGE BELOW ii. FOOTING Al ANCHOR BOLT DETAILS / 4 UTILY PIPE BENEATH OR NEAR BUILDING FOOTING 1' SCALE: 1" = -0" A SCALE: 1" = 1' -0" 1 2 3 4 5 6 7 6 NO EXCAVATION FOR PIPE TRENCHES PARALLEL TO FOOTING BELOW THIS LINE 9 1 10 11 LAP SPLICE PER FxIFRAl AInTFC _TVP 12 CONTINUOUS REINFORCING IN WALL FOOTING BEND DIAMETER SCHEDULE BAR SIZE STANDARD BEND DIAMETER REDUCED BEND DIAMETER FOR TES AND STIRRUPS 3 THROUGH #5 D = 6'd D = 4'd 6 THROUGH #8 D = I N/A 9 THROUGH #11 D = 8'd 14AND #18 D =10 "d F1554, GRADE 36 ANCHOR BOLTS. A36 ROD WITH HEX NUT AND WASHER ABOVE LEVELING NUT BELOW BASE PLATE. NOTE: PROVIDE HEX NUT AT THE BOTTOM. SEE COLUMN DO NOT WET SET SCHEDULE ON SHEET 5101 FOR ROD SIZE AND BASE PLATE ANCHOR BOLTS. dill ^. DETAILS ON SHEET 5101 FOR ANCHOR SPACING NOTE: THREADED PROJECTIONS - PROVIDED ARE MINIMUMS. INCREASE AS REQUIRED. CONTINUOUS FOOTING REINFORCING. THERE MUST ASTM A -307, GRADE C ANCHOR SEE DETAIL S2.01 -K13. BOLTS. SEE COLUMN SCHEDULE ° ° BE REINFORCING ABOVE AND BELOW ON BOTTOM SLEEVE CONCRETE FOOTING ON SHEET 5101 FOR ROD SIZE HEA m BOLT ° THRF 1Dm ROD ° ON BOTTOM - AND BASE PLATE DETAILS ON ° a L7 • . . SHEET 3101 FOR ANCHOR " " ° ° SPACING 8 ANCHOR DIMENSIONS ANCHOR ueaTH IV o`g OUIEBi F' NEAOm BOLT T}fEAOm ROD w 3/4" 6" 5" 11" 13 ";..., ¢ 1J . -. •. 0 0 --- - - - - -- 7/8" 7" 5" 12" 14" # > 1L J1 'p 1" 8" 5' 13" 15' 11/8" 9" 6' 15" 17" 1 1/4" 10" 6' 16" 18" . 1 3/8" 11' 6" 17" 19" PROVIDE SLEEVE 2" 1 t2' 12" 7" 19' 21" 1 LARGER THAN UTILITY U PROVIDE (3) #5 BARS PROVIDE SLEEVE 2" 1 3/4" 15" 7" 22' 24" A PIPE FOR PASSAGE m LARGER THAN UTILITY PIPE FOR PASSAGE BELOW ii. FOOTING Al ANCHOR BOLT DETAILS / 4 UTILY PIPE BENEATH OR NEAR BUILDING FOOTING 1' SCALE: 1" = -0" A SCALE: 1" = 1' -0" 1 2 3 4 5 6 7 6 NO EXCAVATION FOR PIPE TRENCHES PARALLEL TO FOOTING BELOW THIS LINE 9 1 10 11 LAP SPLICE PER FxIFRAl AInTFC _TVP 12 CONTINUOUS REINFORCING IN WALL FOOTING U 111 Z U 0 TH a TIE 3 REINFORCING IN WALL FOOTING K11INTERSECTING WALL FOOTING SCALE: 1" = 1' -0" MERIOR 15 SEALANT - SEE Y / 0z1 SPECIFICATIONS 4a z O'Ij a a Q d BACKER ROD, IF REQUIRED OF SLAB AND ONE SET 2" CLEAR FROM BOTTOM OF SLAB 8 Q FOLLOW SEALANT MFR'S partnersaa O j a z] a n I U 73 WALL PANEL 2852 Kelvin Avenue 1/4" PREFORMED G a a JOINT FILLER J O a a EXTERIOR A A a SEALANT - SEE i a ISOLATION SPECIFICATIONS T/2 BUT NOT V SCALE: 1" = 1' wdpartners.com LESS THAN 1/4" ED l BACKER ROD, IF REQUIRED a ° a l FOLLOW SEALANT MFR'S Atlanta RECOMMENDATIONS) a Boston a CLEAR FROM BOTTOM OF 4 Chicago 1/4" PREFORMED a a a L JOINT FILLER a 4 a b' COTiCAET- ZI-ke, 1I zl. CONCRETE FILL a SCHEDULE FOR THICKNESS AROUND COLUMN Dallas Q G 4 4 a r T- SEE SLAB a SCHEDULE 4 a a e g 2) #5 BARS W 1'-0" HOOK TIC o z a INTERSECTIN Z c WALL FOOTIN a a a U w a 4 d zw a d tr 0 CONTINUOUS a U 111 Z U 0 TH a TIE 3 REINFORCING IN WALL FOOTING K11INTERSECTING WALL FOOTING SCALE: 1" = 1' -0" MERIOR 15 SEALANT - SEE Y / 0z1 SPECIFICATIONS T/2 BUT NOT z O'Ij r LESS THAN 1/4" Q 5 z I BACKER ROD, IF REQUIRED OF SLAB AND ONE SET 2" CLEAR FROM BOTTOM OF SLAB 8 Q FOLLOW SEALANT MFR'S partnersaa O j RECOMMENDATIONS) n I U 73 WALL PANEL 2852 Kelvin Avenue 1/4" PREFORMED G 1,_0. ZUII JOINT FILLER J O EXTERIOR A A O SEALANT - SEE i 949.753.7678 F ISOLATION SPECIFICATIONS T/2 BUT NOT V SCALE: 1" = 1' wdpartners.com LESS THAN 1/4" ED l BACKER ROD, IF REQUIRED ONE SET V CLEAR FROM TOP l FOLLOW SEALANT MFR'S Atlanta RECOMMENDATIONS) i Boston CLEAR FROM BOTTOM OF Chicago 1/4" PREFORMED SLAB. BARS 4' -0" LONG c', L JOINT FILLER w UNLESS NOTED OTHERWISE. b' COTiCAET- ZI-ke, 1I zl. CONCRETE FILL SCHEDULE FOR THICKNESS AROUND COLUMN Dallas AND BASE PREPARATION Los Angeles r T- SEE SLAB a SCHEDULE a G 11 COLUMN ISOLATION JOINT SCALE: 1" = 1' -0" i li III Ill 1,,111 it .,. 14 15 1':1 :. .. li uv __ b,.a = 16 Y / 0z1 TWO SETS OF (2) #4 REBAR, LOCATION OF z O'Ij r ONE SET 1" CLEAR FROM TOP Q 5 z I WHERE CONTRACTION OR OF SLAB AND ONE SET 2" CLEAR FROM BOTTOM OF SLAB 8 Q M partnersaa O j NOT OCCUR. SEE S002 -K14 U 73 WALL PANEL 2852 Kelvin Avenue 4 REBAR G 1,_0. ZUII Irvine, CA 92614 949.753.7676 T J O TOM A A O RE—ENTRANT CORNER i 949.753.7678 F ISOLATION JOINT AT DOOR OPENVG V SCALE: 1" = 1' wdpartners.com TWO SETS OF (2) #4 REBAR, ED l OPEN END BARS TO MATCH WALL ONE SET V CLEAR FROM TOP l BLOCK HORIZ. REINFORCING Atlanta OF SLAB AND ONE SET 2" IN SIZE AND NUMBER i Boston CLEAR FROM BOTTOM OF ChicagoSLAB. BARS 4' -0" LONG c', L w UNLESS NOTED OTHERWISE. b' Columbus W. Dallas Los Angeles Q -A r Miami Sacramento CONSTRUCTION OR v CONTRACTION JOINT KODISCONTINUOUSJOINTOBRE— ENTRANT CORNER K14SLAB REINFORCEMENT SCALE: 1/2" = 1' -0" 0: Q z' zZZ5 ZzOFHUU7of z00UU 4) SIDES TO RECEIVE 1/4" PREFORMED JOINT FILLER AND SEALANT, NO EXCEPTIONS CONTRACTION JOINT OR CONSTRUCTION JOINT 01 1 QG I l COLUMN WITH BASE PLATE SEE S101 CONTRACTION JOINT OR CONSTRUCTION JOINT C O H S \ PLACE CONCRETE IN THIS Op AREA AFTER SURROUNDING 2C SLAB HAS SET F 2) #5 VERTICAL TI WALL INTERSECTION REINFORCING 1 ADDITIONAL CORNER BARS TO E MATCH WALL HORIZ. REINFORCING IN SIZE AND NUMBER OPEN END BLOCK Wes^^ TRIANGLE INDICATES - Y / 0z1 LOCATION OF z O'Ij TWO SETS OF (2) #4 REBAR, 5 z I WHERE CONTRACTION OR W V O CONSTRUCTION JOINT DOES w O j NOT OCCUR. SEE S002 -K14 U 73 FOR PLACEMENT z LU G ZUII w J O TOM z V i 14 COLUMN ISOLATION JOINT V SCALE: 1" = 1' 0" ED l OPEN END BARS TO MATCH WALL BREAK SHELL l BLOCK HORIZ. REINFORCING FOR FLOW OF T.O.F. IN SIZE AND NUMBER i GROUT F 2) #5 VERTICAL TI WALL INTERSECTION REINFORCING 1 ADDITIONAL CORNER BARS TO E MATCH WALL HORIZ. REINFORCING IN SIZE AND NUMBER OPEN END BLOCK Wes^^ TRIANGLE INDICATES - Y / LOCATION OF d rn FOOTING STEP ' W V O w Q z BENT BARS TO MATCH -_ LU SIZE AND QUANTITY OF - Q w J BOTTOM FOOTING BARS TOM z V i w r SEE PLAN ED T.O.F. i w r Na gW s Z Z U wzw trwa wUJ FOOTING REINFORCMENT rail PER PLAN a g 30 BAR DIAMETER d- F 2) #5 VERTICAL TI WALL INTERSECTION REINFORCING 1 ADDITIONAL CORNER BARS TO E MATCH WALL HORIZ. REINFORCING IN SIZE AND NUMBER OPEN END BLOCK APPROVED I / / / / / .l FOR PERMIT ISSUANCE J " ` l, 'I` (2) #5 BARS IN LAP SPLICE PER GENERAL NOTES S.,OTT FAZEKAS & ASSOCIATES, INC. 16 SOLIDLY GROUTEDF. CMU CORES ZQ`09 • -. Y DATE D No. ns have been rev;awed for adherenc to the APICAL WALL CORNER REINFORCING w soo44se mecodesandordinance. Authoriz ion is cinedtoissueabwidingpermitpendi :Egnes ,za,ae g D 11 STEPPED FOOTING allappliCab'CCityagencies. 14 MASONRY CORNER AND INTERSECTION `: * 's> P '•••RUCTUP:' ate? c SCALE: 1" = 1' -0" `e Iss lance or grartirg of a Dermit bade SCALE: 1" - 1' -0" ''.,qT v ~AF M: `' p o, - o these plans sh4, nC4 b &.00psl as _ju — FOF CALFIf _., .,. ;:.... « i .. ..,. -,, . . T - • - per ur a' "'paro`Ve any violation of the applicable ...... O COaa, u- „rdinance. No permit presumed lo -P TOOLEDGE olafe or cancel the provisions yy# _I e, 5/30/07 OF NEW SLAB va:,d, BASE PLATE BY LIGHT POLE MANUFACTURER 1/8" WIDE X 1" MINIMUM SAW CUT FILL INTERIOR SLAB JOINTS ACCORDING TO 1, PROVIDE NON - SHRINK REVISIONS EXISTING I NEW SEAL S3.2 -10A. EXTERIOR SLAB JOINTS GROUT UNDER BASE PLATE SLAB I SLAB ACCORDING TO S3.2 -10B C 0 PC1 04 -27 -07 3) #3 TIES AT 2" O.C. ANCHOR BOLTS SET WITH 0 CB1 05 -04 -07 TEMPLATE FROMP LE I 2' -0" DIA. CONCRETE MANUFACTURER (SIZE AS PNA "SQUARE DOWEL CLIP" LIGHT POLE FOUNDATION REQUIRED BY LIGHT POLE HALF DOWEL LENGTH - 1 ") M MANUFACTURER). LEVEL `0 APPLY HIGH SOLIDS CURING POLE WITH LEVELING COMPOUND TO SLAB EDGE AT A NUTS. GROUT UNDER r COVERAGE RATE OF 300 S.F. PER FINISHED GRADE ° BASE PLATE GALLON. DO NOT PLACE CURING SLAB THICKNESS AND OR CONCRETE SLAB 03 COMPOUND ON TOP OF SLAB. REINFORCING PER SLAB SCHEDULE El a a pEXISTINGwaNEW — III —III— B SLAB Q SLAB e will 4 4 4 4 - PREFORMED = p QJOINTFILLERAND O O O O O O O O O O ( OMITATTFINISHED J o 0 0 0 0 0 o O o 0 o 0 0 0 0 0 o C SEALANT AT -IIIOOOOOOOOOOC PROTOTYPE WGRADE /PAVEMENT) Q 107 X 163 3 TIES AT 12" O.C. 93/4 x 12 LONG SQUARE DOWEL AT 2' -0" O.C. SLAB BASE THICKNESS AND UNLESS NOTEDA11 "" HOLE INTO EXISTING LAB AT U SS O STORE NUMBERDRILL /8 O O S G S PREPARATION PER SLAB SCHEDULE AND OTHERWISEMID -DEPTH AND EPDXY GROUT (6" MIN. GEOTECHNICAL ENGINEERING REPORT (6) #6 BARS EMBEDMENT). SQUARE DOWELS SHALL BE l SAW CUT (NOT SHEARED) FROM HOT ROLLED WD PROJECT NUMBER BAR (ASTM A36) TO WITHIN 3/16" OF THE CONTRACTORS NOTE: RAIPD0001 SPECIFIED LENGTH. FOLLOW THIS DETAIL WHEN REPLACING _ A DAMAGED SLABS OR SLABS OTHERWISE M aREJECTEDBYTHEOWNER'S REPRESENTATIVE. LI 4 3" COVER NEW TO EXIST. CONSTRUCTION JOINT DETAIL AT LIGHT POLE FOUNDATION 0 0 2 ~ Al SCALE: 1 " = 1' -0° 1n; A 1 4 SCALE: 3/4" = 1' -0" 10 11 12 13 14 15 16 Wes^^ Y / N d W V O w Q LU LU Z Z Q J LV TOM W V i Jr APPROVED I / / / / / .l FOR PERMIT ISSUANCE J " ` l, 'I` (2) #5 BARS IN LAP SPLICE PER GENERAL NOTES S.,OTT FAZEKAS & ASSOCIATES, INC. 16 SOLIDLY GROUTEDF. CMU CORES ZQ`09 • -. Y DATE D No. ns have been rev;awed for adherenc to the APICAL WALL CORNER REINFORCING w soo44se mecodesandordinance. Authoriz ion is cinedtoissueabwidingpermitpendi :Egnes ,za,ae g D 11 STEPPED FOOTING allappliCab'CCityagencies. 14 MASONRY CORNER AND INTERSECTION `: * 's> P '•••RUCTUP:' ate? c SCALE: 1" = 1' -0" `e Iss lance or grartirg of a Dermit bade SCALE: 1" - 1' -0" ''.,qT v ~AF M: `' p o, - o these plans sh4, nC4 b &.00psl as _ju — FOF CALFIf _., .,. ;:.... « i .. ..,. -,, . . T - • - per ur a' "'paro`Ve any violation of the applicable ...... O COaa, u- „rdinance. No permit presumed lo -P TOOLEDGE olafe or cancel the provisions yy# _I e, 5/30/07 OF NEW SLAB va:,d, BASE PLATE BY LIGHT POLE MANUFACTURER 1/8" WIDE X 1" MINIMUM SAW CUT FILL INTERIOR SLAB JOINTS ACCORDING TO 1, PROVIDE NON - SHRINK REVISIONS EXISTING I NEW SEAL S3.2 -10A. EXTERIOR SLAB JOINTS GROUT UNDER BASE PLATE SLAB I SLAB ACCORDING TO S3.2 -10B C 0 PC1 04 -27 -07 3) #3 TIES AT 2" O.C. ANCHOR BOLTS SET WITH 0 CB1 05 -04 -07 TEMPLATE FROMP LE I 2' -0" DIA. CONCRETE MANUFACTURER (SIZE AS PNA "SQUARE DOWEL CLIP" LIGHT POLE FOUNDATION REQUIRED BY LIGHT POLE HALF DOWEL LENGTH - 1 ") M MANUFACTURER). LEVEL `0 APPLY HIGH SOLIDS CURING POLE WITH LEVELING COMPOUND TO SLAB EDGE AT A NUTS. GROUT UNDER r COVERAGE RATE OF 300 S.F. PER FINISHED GRADE ° BASE PLATE GALLON. DO NOT PLACE CURING SLAB THICKNESS AND OR CONCRETE SLAB 03 COMPOUND ON TOP OF SLAB. REINFORCING PER SLAB SCHEDULE El a a pEXISTINGwaNEW — III —III— B SLAB Q SLAB e will 4 4 4 4 - PREFORMED = p QJOINTFILLERAND O O O O O O O O O O ( OMITATTFINISHED J o 0 0 0 0 0 o O o 0 o 0 0 0 0 0 o C SEALANT AT -IIIOOOOOOOOOOC PROTOTYPE WGRADE /PAVEMENT) Q 107 X 163 3 TIES AT 12" O.C. 93/4 x 12 LONG SQUARE DOWEL AT 2' -0" O.C. SLAB BASE THICKNESS AND UNLESS NOTEDA11 "" HOLE INTO EXISTING LAB AT U SS O STORE NUMBERDRILL /8 O O S G S PREPARATION PER SLAB SCHEDULE AND OTHERWISEMID -DEPTH AND EPDXY GROUT (6" MIN. GEOTECHNICAL ENGINEERING REPORT (6) #6 BARS EMBEDMENT). SQUARE DOWELS SHALL BE l SAW CUT (NOT SHEARED) FROM HOT ROLLED WD PROJECT NUMBER BAR (ASTM A36) TO WITHIN 3/16" OF THE CONTRACTORS NOTE: RAIPD0001 SPECIFIED LENGTH. FOLLOW THIS DETAIL WHEN REPLACING _ A DAMAGED SLABS OR SLABS OTHERWISE M aREJECTEDBYTHEOWNER'S REPRESENTATIVE. LI 4 3" COVER NEW TO EXIST. CONSTRUCTION JOINT DETAIL AT LIGHT POLE FOUNDATION 0 0 2 ~ Al SCALE: 1 " = 1' -0° 1n; A 1 4 SCALE: 3/4" = 1' -0" 10 11 12 13 14 15 16 1K4- pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q W R W o Lo N D W Uw OW w U) 0 z FnQj J W W Ito T-- J a a C' No. w S004468 _ m Cr EV,m 12 -31-08 9lF OF CA0F 5/30/07 REVISIONS CB1 05 -04 -07 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 S003 0 eM , I id 111111111111llu W&, w 1 11: 1:1i 4111 F —,11:111: 1 111 1 1 Ill: 11, I'd 1 1 lnlinrlll 111i'':1 I I li 1111 1: 1111 ul 1: 11 :11 40 1 E515i In w I I uAll p I I :i:: iiil:, 1 0511 1 %1:91 j 1: 11d: r I !I 1i H 4 ol 4 Ahl:::111, .III 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4) 0.145-0 TOP TRACK1 '1 WITH 1 1/2" MIN. EMBED 4) #10 SMS, ANCHORAGE 2) EACH FLUTE ( 2) EACH FLUTE M DEFLECTION TRACK - M partners SEE SCHEDULE STUDS PER HORIZONTAL TRACK BLOCKING 20 TOP TRACK - SEE SCHEDULE GA. MIN. 2" FLANGE AT EACH END ILI SCHEDULE 2852 Kelvin Avenue T OF WALL AND AT &I MAX Irvine, CA 92614 BLOCKING SIZE SAME AS WALL #10 SMS EACH SIDE 949.753.7676 T STUDS. CUT TRACK FLANGES AND 949.753.7678 F BEN WEB TO FORMA 4" OVER LAP C -STUD -SEE 4x4x 16 GA.xl'-6" 4x4x16 GA.x1'-W SCHEDULE ANGLE ANGLE wdpartners.com STUD PUNCH OUT 2) #10 SCREWS EACH SIDE -TYP. METAL DECK WITH CONCRETE FILL METAL DECK ONLY FLUTES PERPENDICULAR TO BRACE Atlanta STUD PUNCH OUT Boston4) 11 '1 4) #10 SMS Chicago L WITH 1 1/2" MIN. EMBED L Columbus PROVIDE STRAP WHERE NO DallasAll1) #10 SCREWS Los AngelesEACHSTUDSHEATHINGOCCURSATSTUDS. #10 ISMS EACH SIDE EACH SIDE -TYP. Miami Z Sacramento 1 1/2"x 20 GA. BOTTOM TRACK HORIZONTAL LO STRAP CONT. AT 4 -0 O.C. MAX 17 Ilk 4x4x1 6 GA.x1'I 4x4x16 GA.xVi ANGLE ANGLE Vp BOTTOM TRACK4) #10 SMS (4) #10 SMS NI ANCHORAGE FULL HEIGHT WALL METAL DECK WITH CONCRETE FILL METAL DECK ONLY K FLUTES PARALLEL TO BRACE FLUTES PERPENDICULAR TO WALL hill I STRAP OPTION TYPICAL BRACE ANCHORAGE DETAIL AT DECK 5 wK8SCALE: 1 1/2" V-0" BRACE ANCHORAGE I I! tir I'll: k, f 4l -i:4!illi_Ssol &,l I hkp ll (2) # 10 SCREWS I ::Ih I I I 111, i: AT DECK 0 wCONCRETEFILL (2) #10 SMS AT 1: BRACE -SEE SCHEDULE EACH STUD STEEL MEMBER A 0U) METAL DECK w 1 1/2x1 1/2x 16 GA. x 2) #10 SMS AT I WITH (4) #10PROVIDESTRAPWHERENO EACH STUD L_ SMS AT EACH LEG. A-A A EACH SIDE -TYP. 1.5 MAX SHEATHING OCCURS AT STUDS. 1 MIN METAL DECKPLATE - 16 GA. x CONT. 2) 1 HILTI i IlkPLATE - 16 GA. HI A WITH 1 1/2" MIN. EMBED 1/ 1 1/ x CONT. MIN. (2) 0.145-1 HILTI 'I DEFLECTION TRACK - 2) AT EACH STUD - (1) EACH SEE SCHEDULE2) EACH FLUTE TOP TRACK -SEESIDE (ICBO ER-2388) SCHEDULE STUD 10 SMS EACH SIDE BRIDGING OPTION I A I _C 2) #10 SMS AT EACH C -STUDIBRACE METAL DECK WITH CONCRETE FILL METAL DECK ONLY STEEL MEMBER 4"x20 GA. STUD SCHEDULE C WITH 1 3/8" FLUTES PARALLEL TO WALL FLUTES PARALLEL TO WALL V_r7l!=7RIM774 4'-O"MAX FLANGE AT 4'-1 STUD PUNCH OUT 4. CONCRETE FILL 4'1 GA. STUD WITH 2" 6' -0' MAX FLANGE AT 4'-1 O.C. ( 2) #10 SMS AT (2) #10 ISMS AT STEEL MEMBER H EACH STUD EACH STUD 8' -0" MAX I GA. STUD WITH 2 1/2" STUD PUNCH OUT FLANGE AT 4' -0" O.C. METAL STUD BACKING DETAILS 10 SMS EACH SIDEHillSCALE: 1 V-10" METAL DECK METAL DECK 1/8 2 BOTTOM TRACK 0 0 0 to CN 2) 112-11 KB-111 (2) 112-1 HILT] KB-111 OiGG WITH 4 1/4" EMBED WITH 4 1/4" EMBED METAL DECK WITH CONCRETE FILL METAL DECK ONLY STEEL MEMBER BOTTOM TRACK 1) EACH FLUTE (1) EACH FLUTE FLUTES PERPENDICULAR TO WA= D FLUTES PERPENDICULAR TO WALL ANCHORAGE < G8TYPICAL INTERIOR TOP DEFLECTION TRACK ANCHORAGE TYPICAL INTERIOR WALL STUD SCALE: 1 1/2" V-10" G 1 4 SCALE: 1 1/2" = V-0" 0 Ld I:11:: — I I U rl v: %h l L I I — I E I n C I ew 4) #12 SMS (4) #12 SMS w U) 0 4) 0.145-11 '1 ui ZATEACHSTUD - (2) EACH 4x4x1 6 GA x VI 4x4x 16 GA x VI 1 1 1/2" MIN. EMBED LONG ANGLE SIPLONGANGLE ( 2) 0.145-0 HILTI 'i ER-2388) ( 2) 0.145-1 HILTI'X-DNI' F 4"16 GA. STUD WITH (2) AT EACH STUD - (1) EACH CONCRETE AT EACH STUD - (1) EACH F4'16 GA. STUD WITH (2) SIDE I ER-2388) CURB j wSIDEIER-2388) 10 SMS AT EACH STUD #10 SMS AT EACH STUD 0 CONCRETE rL CL TOM CONCRETE CONCRETE SLAB CONCRETE LU METAL DECK WITH CONCRETE FILL METAL DECK WITH CONCRETE FILL SLAB SLAB EDGE ( 9 TOP TRACK FLUTES PERPff17ffZUCKR75`ff= FLUTES PARALLI I U I ANCHORAGE 4)1/4 "O SMS DEFLECTION TRACK - 4) 1/4-0 SMS (2) z iv SEE SCHEDULE EACH FLUTE M TOP TRACK -SEECONCRETESLABCONCRETECURBCONCRETEEDGE SCHEDULE E (4) #12 SMS #10 SMS EACH SIDE E 2) 0.145-1 HILTI 'i AT EACH STUD - (1) EACH C - STUD - SEE0i 4) #12 SMS SIDE (ICSO ER-2388) APPROV SCHEDULE ED0FORPERMITISSUANCE STUD PUNCH OUT 4x4x 16 GA x V-1 LONG ANGLE 0 4x4x1 6 GA x T-I SCOTT FAZEKAS & ASSOCIATES, INC. III v0 LONG ANGLE DAIT 4'l GA. STUD WITH (2) 4"x16 GA. STUD WITH (2) p ms have been reveled for adherence to the codes and ordinjill Authorization is10SMSATEACHSTUD #10 SMS AT EACH STUD STEEL STEEL ::tied to issue a u{ ding permit pending I rriv, MEMBER MEMBER all applicable City §gC'i orMETALDECKONLYMETALDECKONLY gran in permit based on FLUTES PERPENDICULAR TO WALL ol triese pla I be construed to D 6 aonrove an n t ' gh i' rdos 1 0 lj D pt ion of the applicableyv 'o cl,;iante. t presumed to give n j r) STEEL MEMBER STEEL MEMBER c c P provisions of suchL or an he No. THICKNESS LE07i THICKNESS GREATER THAN 3/4" Ocls si.edioe vaIid. S004468 M CC EViM 12-31 IN D4HANGING STUD DETAIL AT DECK REINFORCING AT POP OUT TYPICAL DEFLECTION TRACK ASSEMBLY SCALE: 1 1/2" V-10" D8 SCALE: 3/4" V-10" D14 SCALE: 1 1/2" V-0i" 0 f.— I H: I'll I I d W 1 11,11! —i'111111r, U 1111 v1111:.:111l ill: I'L fl-;-_ Nll', T I:l 1,111F OIL F CP, MULTIPLE 5/30/07 STUD/JAMB REVISIONS 0 C 0 0 0 13 DOUBLE WALL STUD WALL STUD El2) TRACK ANCHORAGEOv EACH SIDE AT 13 MULTIPLE STUD 51 El BOTTOM OR TOP n TRACK I GA. TRACK- 16 GA. TRACK - 13 NOTCH OVER STUDS NOTCH OVER STUDS TRACKANCHORA E3 GE 3) #10x1/2" LOW- PROFILE HEAD (3) #10x1/2" LOW - PROFILE HEAD EACH SIDE OF STUD Im B B LUSCREWSATEACHSTUD - TYP. SCREWS AT EACH STUD - TYP. 0 El 0 0 PROTOTYPE O 107 X 163 ill F BOTTOM OR TOP TRACK STORE NUMBER D 10 SMS AT 32'O.C. AT CORNER STUDS -TYP. WD PROJECT NUMBER 0 RAIPD0001 BOTTOM OR TOP TRACK A D TYP. WALL STUD 4) Al C 11 KA STEEL M 1/8 2- 121 j, WALL MOUNTED ITEMS (151 MAX) WALL MOUNTED ITEMS I 501b TO 3001b) C III TRACK ANCHORAGE EACH SIDE OF STUD S004A8METALSTUDBACKINGDETAILSINTERIORWALLCORNERFRAMING SCALE: 1 V-10" 14 SCALE: 1 1/2" = 1' -0" 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 i!: 111, h ill T -l w: I,i 4;'' 1 1 'i ft', I I, I _I: I Ili I'llidiAll ! i:, I I I - I 1 1: , 4 III I I I P 1: ill 1 1, 1:11, l: I I I Ill I 1111W I il I h ll, I Zi I I I Pl: fl, Ill 4, 111 11111111111 m, :I , '1111': 1 h ! 11, 1 '1111 - 1:11: 1 111111111': , I d 1 11 1-11 1 ihl 1: 11:vVii j __r I I 1 1 2 1 3 1 4 FOUNDATION NOTES: 1. SEE SHEET S001 FOR GENERAL NOTES, AND SHEET S002 AND S003 FOR STANDARD DETAILS. M 2. SLAB -ON -GRADE SHALL CONSIST OF 5" CONCRETE SLAB REINFORCED WITH #4 AT 16" O.C., SEE S002 -K1. 3. C.J. INDICATES CONTROL JOINT, SEE S002 -K1. 4. FOR DOOR OPENING SIZES AND LOCATIONS SEE ARCH. DWGS. FOR SLAB AND FOUNDATION PENETRATIONS SEE MECH AND ELEC. DWGS. 5. T /FTG. (- #'-# ") INDICATES DISTANCE BELOW FINISHED FIRST FLOOR SLAB ELEVATION TO TOP OF FOOTING. jINDICATES COLUMN MARK, FOR SIZE SEE SCHEDULE. Q INDICATES FOOTING MARK, FOR SIZE SEE SCHEDULE. 6. THE SUBSTITUTION OF CAST -IN -PLACE CONCRETE WALLS IS PERMITTED. THE CONTRACTOR SHALL PROVIDE TYPICAL DETAILS FOR APPROVAL. 7. ALL ELEVATIONS ARE RELATIVE TO A FINISH FLOOR ELEVATION OF 100' -0" (REFERENCE ONLY). 8. CONTRACTOR TO PREPARE SUB GRADE FOR BUILDING PAD AND PAVING AREAS PER GEOTECHNICAL ENGINEER'S REPORT AND RECOMMENDATIONS. L 9. PROVIDE NEW TROWEL BLADES FOR CONCRETE FINISHING OF FLOOR SLABS. 10. WELD WIRE FABRIC IN EXTERIOR SLABS WHERE INDICATED SHALL BE PLACED IN SHEETS, AND CHAIRED TO 2" BELOW TOP OF SLAB. 11.ALL SLAB JOINT LOCATIONS SHALL MATCH THE LAYOUT SHOWN ON THE PLAN. THE CONTRACTOR MAY PLACE CONSTRUCTION JOINTS IN SLABS AS NEEDED, SEE S002 -A11. 12. INTERIOR SLAB CONTROL JOINTS SHALL BE AT A MAXIMUM CENTER SPACING OF 15' -0 ". EXTERIOR SLAB CONTROL JOINTS SHALL BE AT A MAXIMUM CENTER SPACING OF 30 TIMES SLAB THICKNESS. K K H F E A N 5 1 6 1 7 11COMBUSTION HEATERS SHALL NOT BE USED DURING CONCRETE PLACEMENT UNLESS PRECAUTIONS ARE TAKEN TO PREVENT EXPOSURE OF THE CONCRETE TO EXHAUST GASES. 14.COLUMN ISOLATION JOINT. SEE DETAIL S002 -G14. 15.SLOPE SLAB TO DRAINS TYPICAL. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. 16. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS OF THE SOILS REPORT. 17.SEE ARCH'L. FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN. 18.PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT. FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: I. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. II. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. III. FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 19.ALL CMU WALLS ARE 8" THICK WITH #5 AT 16" O.C. (VERTICAL), #5 AT 32" O.C. HORIZ 20. / INDICATES BRACE FRAMING, SEE DETAIL 5204.11. o/ o 21. CONCRETE FLARE OUT REQUIRED FOR POP -OUT FRAMING. DEPTH TO MATCH ADJACENT FOOTING. 22.ALL FLOOR SLABS SHALL BE CONSTRUCTED TO HAVE A MINIMUM FLATNESS OF Ff = 50 AND A MINIMUM OF LEVELNESS OF A = 25. j 10 PAD FOOTING SCHEDULE MARK FOOTING SIZE THICK BOTT. REINF. REMARKS F1 6-0" SQ. 18" 6) #6 EACH 3 TIES AT 32" 10"x10 "x1/2" TYPE A C3 WAY SEE S201 -F7 F2 3-6" SQ. 12 4) #5 EACH 3 TIES AT 32" C5 HSS 8x6x3/8 16 12x3/4" WAY C6 F3 T -0" SQ. 12 4) #5 EACH 3 TIES AT 32" I.I.I Z WAY 2 3 5) #6 (L) AND 4 F4 4'1 18" 9) #6 (T) 7 8 CD 9 7) #6 (L) AND 11 F5 6'- 6 "x8' -0" 18" 9) #6 (T) 11 12 CONTINUOUS FOOTING SCHEDULE MARK FOOTING SIZE THICK REINFORCING TIES CF1 24" x CONT. 12' 2) #5 TOP AND 3 TIES AT 32" 10"x10 "x1/2" TYPE A C3 BOTTOM SEE S201 -F7 Cf2 30' x CONT. 12' 3) #5 TOP AND 3 TIES AT 32" C5 HSS 8x6x3/8 16 12x3/4" BOTTOM C6 CF3 42' x CONT. 12• 3) #5 TOP AND 3 TIES AT 32" I.I.I Z BOTTOM LEGEND: STEP FOOTIN( LOCATION A 13 14 COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE SIZE BASE PLATE C1 HSS 6x6x1 /4 12x12x3/4 TYPE A C2 HSS 4x4x1/4 10"x10 "x1/2" TYPE A C3 SEE S204 -J1 SEE S201 -F7 W C4 HSS 12x6x1/2 SEE S201 -F13 C5 HSS 8x6x3/8 16 12x3/4" TYPE A C6 HSS 44112 10x10x1/2 TYPEA 14 i 15 16 EQ. EQ. M ". EQ. EQ. 11/2"- 11/20 TYP 1/4 STEEL PLATE - SEE 171 SEE COLUMN SCHEDULE 0 SCHEDULE 3/4 "0 ANCHOR BOLTS TYPE A I L NOTE: FOR ANCHOR BOLTS LENGTH AND EMBED, SEE 5002 -A1 APPROVED FOR PERMIT ISSUANCE SCOTT FAZE-'KAS & ASSOCIATES, INC. y DATE ans have been reviewed for adherence to the codes and ordinance. Authorization is nted to issue a building permit pending prr -e y all applicable City agencies. ssuence or granting of a permit based on sl of these plans shall not be construed to n or rytove an v,oiatbn of the applicable es o ,;.,iance. No permit presumed to give nor'y t , o:eta or cancel the provisions of such ca shall be vaid. CB1 . NOTE: FOR LIGHT POLE FOUNDATION DETAIL SEE S002 -A74 N K J; H G F E FM fflR4 paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento I.I.I s. h. I .. I AlFOUNDATION PLAN W V DIX SCALE: 1/8" = 1' -0" 0 uiQw 0 I.I.I Z 1 2 3 J LV 4 5 6 7 8 CD 9 10 11 12 13 14 i 15 16 EQ. EQ. M ". EQ. EQ. 11/2"- 11/20 TYP 1/4 STEEL PLATE - SEE 171 SEE COLUMN SCHEDULE 0 SCHEDULE 3/4 "0 ANCHOR BOLTS TYPE A I L NOTE: FOR ANCHOR BOLTS LENGTH AND EMBED, SEE 5002 -A1 APPROVED FOR PERMIT ISSUANCE SCOTT FAZE-'KAS & ASSOCIATES, INC. y DATE ans have been reviewed for adherence to the codes and ordinance. Authorization is nted to issue a building permit pending prr -e y all applicable City agencies. ssuence or granting of a permit based on sl of these plans shall not be construed to n or rytove an v,oiatbn of the applicable es o ,;.,iance. No permit presumed to give nor'y t , o:eta or cancel the provisions of such ca shall be vaid. CB1 . NOTE: FOR LIGHT POLE FOUNDATION DETAIL SEE S002 -A74 N K J; H G F E FM fflR4 paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a w 5004468 FZ m cc a EV,M 12 -31-08 9lF OF CAUFOI 5/30/07 REVISIONS C PC1 04 -27 -07 M CB1 05 -04 -07 El M E3 EI E3 Blli 1 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER A RAIPD0001 S 101 15 16 • MIX?,rrh All! Ili II 11 111, - I 11 z Q J a z O LFM Q Z O LL I.I.I 40 Lo N W V DIX 0 uiQw 0 I.I.I Z J JLV W CD J a w 5004468 FZ m cc a EV,M 12 -31-08 9lF OF CAUFOI 5/30/07 REVISIONS C PC1 04 -27 -07 M CB1 05 -04 -07 El M E3 EI E3 Blli 1 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER A RAIPD0001 S 101 15 16 • MIX?,rrh All! Ili II 11 111, - I 11 z Q J a z O LFM Q Z O LL IW- partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q W R W Lin 0 N W Q V Ow 2 w0 Z Q J J LV 0) W T-- J No. C = S004468 ^ - w Ey ires 1231-08 S). Pte+ • - J' - 1 .......... 9TF OF CAI FOP 5/30/07 REVISIONS El PC7 04 -27 -07 Z Ej CB1 05 -04 -07 J a M El Im J J PROTOTYPE 1U 107 X 163 Z STORE NUMBER Z WD PROJECT NUMBER Q RAIPD0001 N S1022 ry 1111 I ^ 1 - IIII z " s,R _ X I 1111 ._ ^ _ ;. - ,..- .. .,:rv.,l:h I _:.. 1,I,.,- F.. µ _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ROOF FRAMING NOTES: ROOF METAL DECK SCHEDULE ALTERNATIVE ROOF METAL DECK SCHEDULE21 21 24' -0" 12' -0' 12' -0' 24' - 0" 1. SEE SHEET S001 FOR GENERAL NOTES AND SHEET S002 AND S003 FOR TYPICAL DETAILS. 10. PRELIMINARY SPRINKLER MAIN LAYOUT IS SHOWN ON THE SPRINKLER DRAWINGS (SUBJECT TO 2. METAL ROOF DECK SHALL BE 36" WIDE, 1 1/2" DEEP, (PAINTED) WIDE RIB (TYPE B) ROOF DECK. DIAPHRAGM FINAL DESIGN). JOIST MANUFACTURER SHALL ADD THE FOLLOWING SPRINKLER MAIN LOADS TO THE FASTENING TO FRAMING MEMBERS AND DECK GAUGE SEE SCHEDULE S103. PANEL POINTS OF JOISTS AND JOIST GIRDERS WHERE APPLICABLE. 3. ALL STEEL JOISTS ARE SPACED 6-0" O.C. UNLESS NOTED OTHERWISE. ALL JOIST SEATS SHALL BE 2 1/2" LESS THAN OR EQUAL TO: 4" MAIN - NO ADD M DEEP UNLESS NOTED OTHERWISE. 6" MAIN - 32 PLF 4. ALL STEEL JOISTS SHALL BE CAMBERED IN CONFORMANCE TO THE SJI SPECIFICATIONS. JOISTS LESS 8" MAIN - 50 PLF THAN 3-0" FROM WALL SHALL HAVE ZERO CAMBER AND JOISTS BETWEEN 3' AND U FROM WALL SHALL HAVE HALF CAMBER OR LESS. 5. STEEL JOIST DESIGNATIONS GIVE THE TOTAL DEPTH AND SERIES FOLLOWED BY THE TOTAL UNIFORM LOAD (PLF) /UNIFORM LIVE (OR SNOW) LOAD (PLF). THE JOIST MANUFACTURER SHALL DESIGN THE JOISTS FOR THESE UNIFORM LOADS, AND FOR THE NON - UNIFORM, CONCENTRATED, AND /OR AXIAL LOADS PROVIDED ON THE DRAWINGS. 6. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILINGS, FIXTURES, ETC. THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE JOIST (SEE TYPICAL JOIST LOAD STRUT DETAIL 5002 -D7). METHODS OF FRAMING THAT INDUCE BENDING TO THE JOIST CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. 7. APPROXIMATE WEIGHTS OF ROOF TOP EQUIPMENT ARE SHOWN ON THE PLAN. USE A MINIMUM LOAD OF 1/3 THE LISTED UNIT WEIGHT APPLIED TO THE SUPPO G 10" MAIN - 75 PLF ADDITIONALLY, THE JOIST MANUFACTURER SHALL ACCOUNT FOR LATERAL AND VERTICAL SEISMIC FORCES FROM THE FIRE SPRINKLER SWAY BRACES (WHEN USED). COORDINATE LOCATIONS AND INKENSITIES WITH FIRE SPRINKLER CONSULTANT. 11. WHERE STEEL JOISTS SUPPORT PREFINISHED METAL ROOF STEEL JOISTS SHALL BE DESIGNED ASSUMING THAT ROOF PROVIDES NO BRACING OF THE TOP CHORD AGAINST LATERAL DISPLACEMENT. PROVIDE BRIDGING AS REQUIRED TO BRACE THE TOP CHORD AGAINST LATERAL DISPLACEMENT. 12. PLACEMENT OF SPRINKLER CONTRACTOR'S PIPING AND STEEL CONTRACTOR'S JOIST BRIDGING SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE STEEL ERECTOR TO ADJUST /RELOCATE BRIDGING OR SPRINKLER CONTRACTOR TO ADJUST OR RELOCATE PIPING WHERE CONFLICTS OCCUR. ALL CHANGES REQUIRED OF THE JOIST BRIDGING SHALL BE DESIGNED BY JOIST MANUFACTURER ROOF DECK FASTENER SCHEDULE SUPPORTING MEMBERFASTENERS ASTENERS 1/8" HILTI X- EDNK22 OR PNUETEK SDK61 1/8' - 1/4" HILTI X- EDNK19 OR PNUETEK SDK63 1/4" - 3/8" HILTI X- EDNK19 OR PNUETEK K66 ZONE1 ZONE2 ZONE1 it Of it I lit ZONE1 ZONE ZONE ZONE ZONE1 NOTE: FASTENERS ARE BY HILTI OR PNEUTEK, SEE ROOF DECK FASTENER SCHEDULE. ALL SIDE LAPS ARE CONNECTED BY PUNCH LICK TOOL DECK TO BE TYPE PLB -36 BY VERCO 1= 0.216in ; +S= 0.235in ; - S= 0. 248in DECK TO BE PRIMER PAINTED OR GALVANIZED. VSC = VERCO SIDE LAP CONNECTION. ZONE 1 18GA. x 1 1/2" PRIMER PAINTED STEEL DECK WITH BUTTON ZONE 1 18GA. x 1 1/2" PRIMER PAINTED STEEL DECK WITH VSC AT 6" L A RTIN JOIST AT EACH CORNER OF Inc UNIT. VERIFYP13. J JOIST AND JOIST CONNECTIONS TO THE WALL SHALL BE DESIGNED FOR Fx = 8.5k AXIAL LOAD (1.3 W PUNCHED SEAM WELD AT 12" O.C. AT SUPPORTINGO O.C. WITH 7 HILTI FASTENERS PATTERN AT SUPPORTS. FABRICATION. ADJUST SPACING OF STEEL JOISTS AS REQUIRED FOR MECHANICAL OPENINGS. SEEO OR E), TENSION OR COMPRESSION AND Fy = 8.5k (1.3 W OR E) UPWARD AND DOWNWARD. ALLOWABLEM MEMEBERS PARALLEL TO DECK AND 7 WELD PATTERN ATZ ZONE 2 20GA. x 1 1/2" PRIMER PAINTED STEEL DECK WITH VSC AT STRESSED INCREASE ARE PERMITTED. S SUPPORTING MEMBERS PERPENDICULAR TO DECK. 1 12" O.C. WITH 7 HILTI FASTENERS PATTERN AT SUUPORTS. DETAILS T 14. L LOCATION OF STRUCTURAL MEMBERS, SEE S2 M ZONE 2 20GA. x 1 1/2" PRIMER PAINTED STEEL DECK WITH BUTTONZ ZONE 3 20GA. x 1 1/2" PRIMER PAINTED STEEL DECK WITH VSC AT TS SUPPORTED 4 PUNCHED SEAM WELD AT 24" O.C. AT SUPPORTING2 24" O.C. WITH 7 HILTI FASTENERS PATTERN AT SUPPORTS. FX=6.6 K AXIAL LOAD (1.3W OR E), TENSION OR COMPRESSION. ALLOWABLE STRESS INCREASES ARE1 15. T MET T MEMBERS PARALLEL TO DECK AND 5 WELD PATTERNS AT PERMITTED. E ELEVATIONS REFERENCE THEIR LOCATION ±FROM TOP OF STEEL, U.N. O. S SUPPORTING MEMBERS PERPENDICULAR TO DECK. 9. ALL LEDGERS ANGLES TO BE 4x4x3/8, U.N.O. 1 16. S SEE S205 -K11 FOR BRIDGING CONNECTION AT WALL. kY #H` . - v - - _. K J F 0 C B N M K J 12'_ 1 16' 1 u1' N I I I IW a a ' M0 N I I I S203-Al 4 5202 - A10 TYP. H G F D C B.7 B.2 B.1 B A 163' - 4" 25' -0" 33'-3" 41'1 12'1 6'-01/2" It 8'1 2' 1/ 2 4 I it0 10 1 o' I 4, a W a N I ry M a m , O- - -_ N - - - - - - -_ -_ 8" MASONRY TYP. 14. 2 ( +121'-4' .O.S. LINE 4 5205- 14 - - - 5205 - A14 POSTT WALL BRAC NP' POST PCt OVER OPEN NG UP ANGLE 6x6x3/8 vy P 2 2i 3. 6 ANGLE 6x6x3/ 8 n m 6203 -A5 ° ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 3. 4 a v v v a v a v e a ° v a a e e v e I UP POST n in in N in in n n Y Y Y Y Y - Y ' Y Y Y Y Y Y Y Y Y Y Y Y Y • Y FDIC - Y Y Y Y Y Y S 03 - A1 B" MASONRY R2 8 C2 S E NOTE13442L4x4x1 / 2 TYP # L4x4x1 /2 L4x4x1 /2 C Y Y 4 PC1 S201 - A1 S20 - A10 N PC1 TYP @ 203 - A11 MECH WI l I I W 18x46 W 24x62 I UNITS W 2462 W 18x46 S 02 - D7 12 '13/8" 120' -6 3/8" ( +120' -6 3/8" ( +120' -6 3/8" (+120'-63/ 8' 3. 0 S202 -D7 T. .S.) T.O.S.) T.O.S.) T.O.S.) T.O. S.) ZLC2N S202 - K1 TYP. I L4x4x / 2 ANGLE BRACE I W8x31 c °c 5202 K13 POST v v a v a v a v v a N N N N N N N N N NN vN vN a TYP. In INI Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y S205 -D14 N m m m N m m m m m m m m m m m m m m m m m m m m m m m R m 0 4Jm O I I I m c2 N N Y Y a L4x4x /2 m m ANGLE BRACE S202 - D7 W18 6 W 18x46 W 2462 W 2462 W 18x46 S202 - D7 ( +119 11 -3/4 0 S. ) ( 19'- 11 -3/4" +119'- 11 -3/4 +119'- 11 -3/4' ( +119'- 11 -3/ 4 Lll /2 S20 -K10 T.O.S.) T.O.S.) T.O.S.) T.O. S.) 441/2 4x RTU- 0 Lll / 2 L4x1/2 1088# 1_441/ 2 PC1 C2 S E NOTE 13 8" MASONRY PC1 TYP. I S2 N 12,_ 1, C2 RTU - 3 L4x4x1 /2 2090# L4x4x1/ 2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y m m m m m m m m m m m m m m m Ill N N N N N N N N N N N N N N N N N N N N N N N N N m m m m m Y Y Y N N N N N N N N 3' -8" 0' ( EQ. SPAC S (5) E . SPACES 25'-6' (6) EQ. SP ES = 33'-3' (7) E . SPACES = 1' -8" (4) EQ. SP ES = 23'x' 3, - 0„ 5203 - A5 I I S203 - A14 M ) ( K I J I W aUZ) oa O EL U) O EL I Ell 25' - 0' 119' -0" r I 8" MASONRY TYP. G 33'- 3' 162' 4" o N W F; WALL RACE OVER PENING 41'- 8" X ry ^ ^ "rvX I II 111" r. ". . _ .__ I 1 11 X 1.n.i . I ^X .,, n" ?, nu .. YLUi, "< < >' -- = Pi X 010 11;L, nd w.. ^un VIII'. II:XI x- - I -frvIry N +. III F ml 14:1 I 1 1::: - ROOF FRAMING PLAN SCALE: 1/8" = V - 0" 1 - 2 . , . : . 3 - 4 5 6 ... 7 8 9 10 ^ rvrvry 11 X . . XI II , . ,<_._ X Xn - u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, 16' 1 u1' N I I I IW a a ' M0 N I I I S203-Al 4 5202 - A10 TYP. H G F D C B.7 B.2 B.1 B A 163' - 4" 25' -0" 33'-3" 41'1 12'1 6'-01/2" It 8'1 2' 1/ 2 4 I it0 10 1 o' I 4, a W a N I ry M a m , O- - -_ N - - - - - - -_ -_ 8" MASONRY TYP. 14. 2 ( +121'-4' .O.S. LINE 4 5205- 14 - - - 5205 - A14 POSTT WALL BRAC NP' POST PCt OVER OPEN NG UP ANGLE 6x6x3/8 vy P 2 2i 3. 6 ANGLE 6x6x3/ 8 n m 6203 -A5 ° ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 3. 4 a v v v a v a v e a ° v a a e e v e I UP POST n in in N in in n n Y Y Y Y Y - Y ' Y Y Y Y Y Y Y Y Y Y Y Y Y • Y FDIC - Y Y Y Y Y Y S 03 - A1 B" MASONRY R2 8 C2 S E NOTE13442L4x4x1 / 2 TYP # L4x4x1 /2 L4x4x1 /2 C Y Y 4 PC1 S201 - A1 S20 - A10 N PC1 TYP @ 203 - A11 MECH WI l I I W 18x46 W 24x62 I UNITS W 2462 W 18x46 S 02 - D7 12 '13/8" 120' -6 3/8" ( +120' -6 3/8" ( +120' -6 3/8" (+120'-63/ 8' 3. 0 S202 -D7 T. .S.) T.O.S.) T.O.S.) T.O.S.) T.O. S.) ZLC2N S202 - K1 TYP. I L4x4x / 2 ANGLE BRACE I W8x31 c °c 5202 K13 POST v v a v a v a v v a N N N N N N N N N NN vN vN a TYP. In INI Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y S205 -D14 N m m m N m m m m m m m m m m m m m m m m m m m m m m m R m 0 4Jm O I I I m c2 N N Y Y a L4x4x /2 m m ANGLE BRACE S202 - D7 W18 6 W 18x46 W 2462 W 2462 W 18x46 S202 - D7 ( +119 11 -3/4 0 S. ) ( 19'- 11 -3/4" +119'- 11 -3/4 +119'- 11 -3/4' ( +119'- 11 -3/ 4 Lll /2 S20 -K10 T.O.S.) T.O.S.) T.O.S.) T.O. S.) 441/2 4x RTU- 0 Lll / 2 L4x1/2 1088# 1_441/ 2 PC1 C2 S E NOTE 13 8" MASONRY PC1 TYP. I S2 N 12,_ 1, C2 RTU - 3 L4x4x1 /2 2090# L4x4x1/ 2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y m m m m m m m m m m m m m m m Ill N N N N N N N N N N N N N N N N N N N N N N N N N m m m m m Y Y Y N N N N N N N N 3' -8" 0' ( EQ. SPAC S (5) E . SPACES 25'-6' (6) EQ. SP ES = 33'-3' (7) E . SPACES = 1' -8" (4) EQ. SP ES = 23'x' 3, - 0„ 5203 - A5 I I S203 - A14 M ) ( K I J I W aUZ) oa O EL U) O EL I Ell 25' - 0' 119' -0" r I 8" MASONRY TYP. G 33'- 3' 162' 4" o N W F; WALL RACE OVER PENING 41'- 8" X ry ^ ^ "rvX I II 111" r. ". . _ .__ I 1 11 X 1.n.i . I ^X .,, n" ?, nu .. YLUi, "< < >' -- = Pi X 010 11;L, nd w.. ^un VIII'. II:XI x- - I -frvIry N +. III F ml 14:1 I 1 1::: - ROOF FRAMING PLAN SCALE: 1/8" = V - 0" 1 - 2 . , . : . 3 - 4 5 6 ... 7 8 9 10 ^ rvrvry 11 X . . XI II , . ,<_._ X Xn - u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, ZLC2N S202 - K1 TYP. I L4x4x / 2 ANGLE BRACE I W8x31 c °c 5202 K13 POST v v a v a v a v v a N N N N N N N N N NN vN vN a TYP. In INI Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y S205 -D14 N m m m N m m m m m m m m m m m m m m m m m m m m m m m R m 0 4Jm O I I I m c2 N N Y Y a L4x4x /2 m m ANGLE BRACE S202 - D7 W18 6 W 18x46 W 2462 W 2462 W 18x46 S202 - D7 ( +119 11 -3/4 0 S. ) ( 19'- 11 -3/4" +119'- 11 -3/4 +119'- 11 -3/4' ( +119'- 11 -3/ 4 Lll /2 S20 -K10 T.O.S.) T.O.S.) T.O.S.) T.O. S.) 441/2 4x RTU- 0 Lll / 2 L4x1/2 1088# 1_441/ 2 PC1 C2 S E NOTE 13 8" MASONRY PC1 TYP. I S2 N 12,_ 1, C2 RTU - 3 L4x4x1 /2 2090# L4x4x1/ 2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y m m m m m m m m m m m m m m m Ill N N N N N N N N N N N N N N N N N N N N N N N N N m m m m m Y Y Y N N N N N N N N 3' -8" 0' ( EQ. SPAC S (5) E . SPACES 25'-6' (6) EQ. SP ES = 33'-3' (7) E . SPACES = 1' -8" (4) EQ. SP ES = 23'x' 3, - 0„ 5203 - A5 I I S203 - A14 M ) ( K I J I W aUZ) oa O EL U) O EL I Ell 25' - 0' 119' -0" r I 8" MASONRY TYP. G 33'- 3' 162' 4" o N W F; WALL RACE OVER PENING 41'- 8" X ry ^ ^ "rvX I II 111" r. ". . _ .__ I 1 11 X 1.n.i . I ^X .,, n" ?, nu .. YLUi, "< < >' -- = Pi X 010 11;L, nd w.. ^un VIII'. II:XI x- - I -frvIry N +. III F ml 14:1 I 1 1::: - ROOF FRAMING PLAN SCALE: 1/8" = V - 0" 1 - 2 . , . : . 3 - 4 5 6 ... 7 8 9 10 ^ rvrvry 11 X . . XI II , . ,<_._ X Xn - u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, I S2 N 12,_ 1, C2 RTU - 3 L4x4x1 /2 2090# L4x4x1/ 2 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y m m m m m m m m m m m m m m m Ill N N N N N N N N N N N N N N N N N N N N N N N N N m m m m m Y Y Y N N N N N N N N 3' -8" 0' ( EQ. SPAC S (5) E . SPACES 25'-6' (6) EQ. SP ES = 33'-3' (7) E . SPACES = 1' -8" (4) EQ. SP ES = 23'x' 3, - 0„ 5203 - A5 I I S203 - A14 M ) ( K I J I W aUZ) oa O EL U) O EL I Ell 25' - 0' 119' -0" r I 8" MASONRY TYP. G 33'- 3' 162' 4" o N W F; WALL RACE OVER PENING 41'- 8" X ry ^ ^ "rvX I II 111" r. ". . _ .__ I 1 11 X 1.n.i . I ^X .,, n" ?, nu .. YLUi, "< < >' -- = Pi X 010 11;L, nd w.. ^un VIII'. II:XI x- - I -frvIry N +. III F ml 14:1 I 1 1::: - ROOF FRAMING PLAN SCALE: 1/8" = V - 0" 1 - 2 . , . : . 3 - 4 5 6 ... 7 8 9 10 ^ rvrvry 11 X . . XI II , . ,<_._ X Xn - u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, M ) ( K I J I W aUZ) oa O EL U) O EL I Ell 25' - 0' 119' -0" r I 8" MASONRY TYP. G 33'- 3' 162' 4" o N W F; WALL RACE OVER PENING 41'- 8" X ry ^ ^ "rvX I II 111" r. ". . _ .__ I 1 11 X 1.n.i . I ^X .,, n" ?, nu .. YLUi, "< < >' -- = Pi X 010 11;L, nd w.. ^un VIII'. II:XI x- - I -frvIry N +. III F ml 14:1 I 1 1::: - ROOF FRAMING PLAN SCALE: 1/8" = V - 0" 1 - 2 . , . : . 3 - 4 5 6 ... 7 8 9 10 ^ rvrvry 11 X . . XI II , . ,<_._ X Xn - u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, u Ill 12 OIL It 13 2. 0 1. 0 14 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners. com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K J A j O I L6 G Q W V i W LLI U) W O I- Z I. L F Q J J LU W Ito E F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, mul , , +..::._,.,, F / 0 '•. r ti e9 . w 5004468 IIII ', * Evirae 1231 08 sr P. Lp glFOF 5/30/ 07 APPROVED FOR P RI ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. REVISIONS DATE C PCi 04 -27 - 07 o'ans have been reviewed for adherence to the C81 05-04 -07 codes and ordinance. Authorization is nted to issue a building permit pending E3 PC2 05 -24 -07 1..I o_v all applicable City agencies. e issuance or granting of a permit based on elai of these plans shall not be construed to IS e l or approve any vitiation of the applicable c s or cr f lance. No permit presumed to give E 1 o'ate or cancel the provisions of such s a!, b G val; d. o J B:: E Dill: PROTOTYPE G 107 X 163 a` STORE NUMBER A/ WD PROJECT NUMBER A RAIPD0001 UL O m O 1 n rl aXmIImI:lomno 1 m 1 .,., I I ottv,: , ..:Ml .. _ . :, .:, r,l r XUUU,rIlulumm ImlmMUUU X ._, 1 -. .ry v : u,. 15 16 r,. I r ,,• IIIII IIIIIIUnX, I 1 2 METAL STUD PER SECTION L 16 GA. TRACK WITH 0.1450 HILTI X -DNI AT 12" O.C. STAGGERED - TYP. ANGLE 6x8x1/2 WITH 3/4 "1 HEADED STUDS AT 2" O.C. K1 STEEL STUD TO LEDGER SEAT SCALE: 1 1/2" = 1' -0" J CMU WALL I( A 4 d Fl d a CMU PER PLAN STEEL STUD PER PALNS AND /OR DETAILS ATTACH EACH STUD TO WALL WITH 16 GA. CLIPS AT 32" O.C. MAX USING (2) #10 SCREWS AND (2) HILT] X -DN SHOT PINS WITH 1 1/2" EMBED INTO WALL 4 I MOUNTED TO PREFAB 5. 6 PREFAB METAL CURB ROOF TOP EQUIPMENT 10 TEK SCREWS MOUNTED TO PREFAB METAL AT 12" O.C. CURB AS PER MANUFACTURERS ANCHOR PREFAB METAL CURB RECOMMENDATIONS THROUGH METAL ROOF DECK AND MAX' REINFORCING CHANNEL WITH (2) 10 TEK SCREWS 10 TEK SCREWS SPACED 12" O.C. AT 12" O.C. METAL ROOF 44 AT 16" DECK CONTINUOUS REINFORCING GENERAL CONTRACTIO R, CHANNEL (1/8" MIN.) BY HGH RB GENERAL CONTRACTOR STEEL ANGLE ROOF TOP EQUIPMENT BELOW CURB 8 HIGH RB CONDITION PREFAB ROOF TOP EQUIPMENTMETALCURB MANUFACTURERS d MOUNTED TO PREFAB METAL ANCHOR PREFAB METAL CURB CURB AS PER MANUFACTURERS THROUGH 20g FLAT SHEET AND RECOMMENDATIONS REINFORCING CHANNEL WITH (2) CURB MUST BE 10 TEK SCREWS SPACED 12" O.C. 1„ SET PRIOR TO METAL DECK 20g FLAT SHEET, 9" WIDE METAL DECK 5l8 TO ANGLE METAL ROOF (CONT.) BY GENERAL DECK - \ CONTRACTOR CONTINUOUS REINFORCING a CHANNEL (1/8" MIN.) BY GENERAL CONTRACTOR 10 TEK SCREW AT 12" O.C. REINFORCESTEELANGLE p ° ° BELOW CURB 1/ LOW RIB CONDMON K4SECTION AT FRAMED OPENING SCALE: 1 1/2" = 1' -0" ROOF TOP EQUIPMENT PREFAB MOUNTED TO PREFAB METAL CURB METAL CURB AS PER 10 MANUFACTURERS 4x4x12 C2 RECOMMENDATIONS 10 TEK SCREWS CURB MUST BE AT 12" O.C. SET PRIOR TO METAL ROOF V METAL DECK DECK MAX' MANUFACTURER 10 TEK SCREWS wW AT 12" O.C. CONT. REINFORCING 44 AT 16" CHANNEL (1/8" MIN.) BY GENERAL CONTRACTIO R, y' HGH RB u 7/ vO t ON ROOF TOP EQUIPMENT ril MOUNTED TO PREFAB PREFAB METAL CURB METAL CURB AS PER REQUIRED TO FRAME MANUFACTURERS d RECOMMENDATIONS ANCHOR METAL ROOF DECK 4 THROUGH PREFAB STRUCTURAL OPENING. PROVIDE JOIST METAL CURB WITH (1) #10 TEK CURB MUST BE SCREW SPACED 12" O.C. 1„ SET PRIOR TO METAL DECK d MA:C a METAL ROOF DECK LOW RB CONDITION G 1 1' STUD TO CMU ATTACHMENT SECTION AT STRUCTURAL ROOF CURBS SCALE: 1 1/2" = -0" SCALE: 1 1/2" = 1' -0" ROOF TOP EQUIPMENT PREFAB MOUNTED TO PREFAB METAL ROOF TOP EQUIPMENT MOUNTED STRUCTURAL CURB AS PER MANUFACTURERS TO PREFAB STRUCTURAL METAL xAPTei ci 1PR \: RECOMMENDATIONS - F ANCHOR PREFAB METAL CURB THROUGH "J" CLOSURE AND METAL ROOF DECK WITH (2) #10 TEK SCREWS SPACED 12" O.C. o 1] METAL ROOF DECK STEEL ANGLE BELOW CURB 3/167 20g "J" CLOSURE CONTINUOUS BY GENERAL CONTRACTOR I- i METAL DECK TO ANGLE 5/8 6 THROUGH "J" CLOSURE ROOF SECTION AT FRAMED OPENINGD1SCALE. 3 " = 1 -0 4x4x1/j BEYOND) C2 VARIES - SEE PLAN SHEET 9 10 4x4x12x0'-6" 4x4x12 C2 4 DOWELS AT 2' -0" ANGLE, TYP. ANGLE 14. PLAN VIEW 5 16 AT 16" O.C. d MANUFACTURER CONCRETE SLAB wW 2' -0" dZ WO.C. 44 AT 16" 4x4x12 ANGLE (SI.V) (TYP.) L) y' PROVIDE ANGLES AS ril WITH 90" BEND TYP.) LAP SPLICES PER REQUIRED TO FRAME S201 -D4 d N g AT 32" O.C. 4 4 OPENING. PROVIDE JOIST v N' Z d U cg STRUT AS REQUIRED. SEE 4 ON SHEET 5101 a d ° TYP. JOIST LOAD STRUT wp — — ° REINFORCE d ° p ° ° u DETAIL. 0O zO N z M N SCALE: 1" = 1' -0" S201-Dl a N 4x4x12x0'-6" m O d S201 -D1 d m O ANGLE 3/16 4 4 d ° E• •E• r Y N B -. MAX 3/16 / Cl) C JOIST - -- - - - - - -- ------- - """ - -- - --- _._ 4x4x1/2 _ A -A A_A ANGLE A -A OPP. NOTE: ROOF OPENING DETAIL SHOWN APPLIES TO ALL ROOF OPENINGS WHERE LEAST TYPICAL FRAMING AT ALL OPENINGS DIMENSION IS 13" OR LARGER. REINFORCE 13' OR GREATER U.N.O., ROOF HATCH, ROOF OPENINGS LESS THAN 13" BY GRAVITY RELIEF VENTS, HEAT VENTS WELDING 16 GAUGE SHEET METAL 1' -0" AND SMOKE VENTS OR ROOF DRAINS WIDER THAN OPENING TO METAL ROOF DECK. WHERE DIMENSION "E" IS LESS THAN 6" A ANGLE MAY BE OMITTED. FRAMED ROOF OPENINGSAlSCALE: 1/2" = 1' -0" 1 2 3 1 4 CURB AS PER MANUFACTURERS RECOMMENDATIONS PREFAB STRUCTURAL METAL CURB ANCHOR METAL ROOF DECK THROUGH BOTTOM FLANGE OF STRUCTURAL CURB WITH #12 TEK SCREWS SPACED 6" O.C. METAL ROOF DECK BAR JOIST, R.O. AS REQUIRED SEE PLAN TO FIT EQUIPMENT OFFSET AS REQUIRED TO FIT ROOF FRAMING AND EQUIPMENT SECTION AT STRUCTURAL ROOF CURBSD4SCALE: 3 = 1 -0 PREFAB STRUCTURAL METAL CURB SUPPLIED TYPICAL FRAMING AT TRANE WITH EQUIPMENT AND SUPPORTED BY JOISTS. PROVIDE JOIST STRUT AS REQ'D. SEE ROOF TOP UNIT, EVAP TYPICAL JOIST LOAD STRUT DETAIL. COOLERS, MAKE UP AIR UNITS, AND EXHAUST FANS VARIES - SEE PLAN U' N U S201 -D4 S201 -D4 _ 1 1/2" MIN. a 0 NU PREFAB STRUCTURAL METAL ROOF CURB SUPPLIED WITH ROOF TOP EQUIPMENT A -A 4 STRUCTURAL ROOF CURBASCALE: 1/2" = 1' -0" 4 5 a .J , ii „ - 1 I .P rvn.M OPP. C 7- 8 9 10 D.0 11 4 DOWELS AT 2' -0" 12 13 14. PLAN VIEW 5 16 AT 16" O.C. d MANUFACTURER CONCRETE SLAB wW 2' -0" dZ WO.C. 44 AT 16" FIN. GRADE, SEE L) O.C. (T) 8" a a. d 4 AT 16" O.C. (B) 16 16 16 OR PROVIDE #4 16 DOWELS AT EACH END OF #4 BOTTOM BAR ELEVATOR PITK7SCALE: 1" = 1' -0" 1" MAX CENTERLINE 1/2" IN OF COLUMN COLUMN PER PLAN i 1 GRADE BEAM PER 5201 -D10 16x1'-4" (GRADE LATE WITH (4) A325 ANCHOR S NOTE: SEE DETAIL S201 -K13 FOR INFORMATION NOT SHOWN CENTERLINE OF BRACE jV 1/4 • -,y/ FIN - GRADE ypN SEE CIVIL DWGS AL FINISH 5/16 FLOOR / 3/8" GUSSET PALTE, SLOT THROUGH W. P. : COLUMNo / 2" HIGH STRENGTH All NON -SHRINKGROUT d d ° ) D 4 d 47 4 ° d 4 3 "x3 "x1" PLATE WASHER - TYP., DOUBLE NUTTED d j ° d 4 d ° F7BRACE TO COLUMN CONNECTION SCALE: 1" = 1' -0" PREFAB STRUCTURAL METAL CURB SUPPLIED WITH EQUIPMENT AND SUPPORTED BY JOISTS. PROVIDE JOIST STRUT AS REQ'D. SEE TYPICAL JOIST LOAD STRUT DETAIL. CANTILEVER CURB AS REQUIRED TO FIT VARIES - SEE PLAN EQUIPMENT E-D4 WINDOW UNIT, SEE ARCH. DWGS TOP OF CMU SEE ARCH. 2-#5 CONT. U.N.O. 8" SOLID GROUT CMU WALL. SEE PLANS FOR REINFORCEMENT 1/2" PREFORMED EXP. JOINT AND SEALANT TYR) CONCRETE SLAB PER PLAN FINISH FLOOR SEE P 5 DOWELS AT 32" O.C. F 1 0 FOUDATION WALL DETAIL SCALE: 1" = 1' -0" a 12" PREFORMED 8" REINFORCED BRACE FRAME EXPANSION JOINT D.0 COLUMN PER S204-J1 4 DOWELS AT 2' -0" PER ELEVATOR MANUFACTURER 18 4 DOWELS PLAN VIEW PER ELEVATOR O w AT 16" O.C. d MANUFACTURER CONCRETE SLAB wW 2' -0" dZ WO.C. 44 AT 16" FIN. GRADE, SEE L) O.C. (T) FINISH FLOOR ril WITH 90" BEND TYP.) LAP SPLICES PER d d S201 -D4 d g AT 32" O.C. 4 4 EL ° v d Z d U cg 4 ON SHEET 5101 a d ° wp — — ° REINFORCE d ° p ° ° u O d _.° N d o a SCALE: 1" = 1' -0" d A a N d d d A 4 4 d ° 4 4 d 1" MAX CENTERLINE 1/2" IN OF COLUMN COLUMN PER PLAN i 1 GRADE BEAM PER 5201 -D10 16x1'-4" (GRADE LATE WITH (4) A325 ANCHOR S NOTE: SEE DETAIL S201 -K13 FOR INFORMATION NOT SHOWN CENTERLINE OF BRACE jV 1/4 • -,y/ FIN - GRADE ypN SEE CIVIL DWGS AL FINISH 5/16 FLOOR / 3/8" GUSSET PALTE, SLOT THROUGH W. P. : COLUMNo / 2" HIGH STRENGTH All NON -SHRINKGROUT d d ° ) D 4 d 47 4 ° d 4 3 "x3 "x1" PLATE WASHER - TYP., DOUBLE NUTTED d j ° d 4 d ° F7BRACE TO COLUMN CONNECTION SCALE: 1" = 1' -0" PREFAB STRUCTURAL METAL CURB SUPPLIED WITH EQUIPMENT AND SUPPORTED BY JOISTS. PROVIDE JOIST STRUT AS REQ'D. SEE TYPICAL JOIST LOAD STRUT DETAIL. CANTILEVER CURB AS REQUIRED TO FIT VARIES - SEE PLAN EQUIPMENT E-D4 WINDOW UNIT, SEE ARCH. DWGS TOP OF CMU SEE ARCH. 2-#5 CONT. U.N.O. 8" SOLID GROUT CMU WALL. SEE PLANS FOR REINFORCEMENT 1/2" PREFORMED EXP. JOINT AND SEALANT TYR) CONCRETE SLAB PER PLAN FINISH FLOOR SEE P 5 DOWELS AT 32" O.C. F 1 0 FOUDATION WALL DETAIL SCALE: 1" = 1' -0" a 12" PREFORMED 8" REINFORCED 4 DOWELS AT 16" EXPANSION JOINT D.0 O.C. WITH 4 DOWELS AT 2' -0" AND SEALANT - TYP. 18 ALTERNATE BENT PLAN VIEW O w d CONCRETE SLAB wW 2' -0" dZ WO.C. FIN. GRADE, SEE L) 5 DOWELS AT 16' FINISH FLOOR NFINISH WITH 90" BEND TYP.) LAP SPLICES PER eik S201 -D4 GENERAL NOTE g AT 32" O.C. FLOOR d EL ° w °, ° Z U cg Lu ° ON SHEET 5101 d ° wp — — ° REINFORCE S p ° ° u O d _.° N d ° d o SCALE: 1" = 1' -0" d d N d O A I ANCHOR BOLTSBOLTS 4 4 d 4 4 A -A A -A d SIM., OPP. 4 a MIN. 3 CLOSED fVN d a TIES AT 12" O.C. 5/8" d— d TIES AT 12' 3) 8 TOP a ° O.C. 3 TIES AT AND BOTTOM PREFAB STRUCTURAL METAL 12. O.C. 3, - 6D 9 -- -- - -- -` -- 10 GRADE BEAM SCALE: 1 = 1 -0 d ( 4) ROOF CURB SUPPLIED WITH 8 "CONCRETE BLOCK MASONRY WITH #5 AT 16" O.C.(V) MIN. (3) BARS EACH SIDE #5 AT 24 '(H) CLOSED TIES WHERE OCCURS AT PILASTER ww o 0 wz GRID 8" REINFORCED MASONRY (TYP.) 4 DOWELS AT 2' -0" 1/2" PREFORMED EXP. JOINT n O.C., (3) MIN. PER WALL PLAN VIEW O w d CONCRETE SLAB d 2' -0" dZ WO.C. FIN. GRADE, SEE d • 5 DOWELS AT 16' FINISH FLOOR WITH 90" BEND TYP.) LAP SPLICES PER EQUAL S201 -D4 GENERAL NOTE g AT 32" O.C. EL ° w °, ° TIES PER CONTINUOUS U cg FOOTING SCHEDULE Lu ° ON SHEET 5101 Wwp — — ° REINFORCE S p ° ° ALTERNATE v tr d ° WALL DETAIL o SCALE: 1" = 1' -0" w 4 W d d N llL O A I ANCHOR BOLTSBOLTS 4 d 4 A -A A -A d SIM., OPP. 4 a MIN. fVN d a 5/8" d 4 3 CLOSED d TIES AT 12' PAD a ° O.C. PREFAB STRUCTURAL METAL FOOTING BEYOND ° 9 -- -- - -- -` -- d #8 TOPt, d ( 4) ROOF CURB SUPPLIED WITH AND BOTTOM ROOF TOP EQUIPMENT I A-A T 6" A/ STRUCTURAL ROOF CURB - CANTILEVERED Al O GRADE BEAM 1' SCALE: 1/2" = -0" SCALE: 1" = 1' -0" 7 8 9 10 11 12 I I nI, ,. II .III t , _ GRID partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J 0 8" MASONRY WALL, M OR TUBE COLUMN PER SEE 5201 -A10 F o MORE INFORMATION • • PLAN Jw= wpUa d H d d. d d B LEVELING ° 4 NUTS - TYP. °' 4 Wa° d M 2" HIGH d ° 4 ° STRENGTH ° d ° d 4 NON - SHRINK 4 ° d ° GROUT - d d ° G Q V/ a A °d g - © Wa° 4 4 d d 2 Ce 4 ° w LU Od d ° N 4. d ° I— W4 - ° I F J J SEE PLAN W o GRADE BEAM YF13SCALE: 1" = 1' -0" (Q Q SEE ARCH DWGS FOR # 4 DOWELS 24 THRESHOLD DETAIL FAT24' O.C. 4 CONT. NOSING . FIN. GRADE, SEE CONCRETE SLAB E CIVIL DWGS 8" 6" PER PLAN Z FINISH FLOOR d g SEES LAN I. d °a —x a ° U ww ° SEE APPROPRIATE fF U GROUTED SOLID. FOUNDATION DETAIL FOR ERNATIVE: OMIT BLOCK 2 WALL DIMENSIONS AND D ROLL SLAB TO TOP OF ag REINFORCEMENT (TYP.) OTING (TYP.) wu Z U g ` °O REINFORCING PER E FOOTING SCHEDULE y 2` Z 5004468 m M SLAB AT DOOR DETAIL ' 2 -3, D13 P .sTgt/CTUQ.`Py \P SCALE: 1" = 1' -0" ''• lF APPROVED FOR P RtAlT ISSUANCE 5/30/07 GRID 300TT FALEKAS & ASSOCIATES, INC. DATE se ns have eer. rev e4+ ed `,or adherence to the REVISIONS ats d Ord a ^e. Authorization is C STEEL COLUMN "rated to Issue a building permit pending PC2 OS -24 -07 SEE COLUMN y all appi cable City a— ies. SCHEDULE isa,n .e or granting of a permit based on c nose plans snail not be construed to nit O pn;ove any violation of the applicable I Ps ,r o(dmance. No permit presumed to give SEE COLUMN SCHEDULE umorr y tO v Olate Or cancel the provisions of such El FOR BASE PLATE DETAIL es sr. a valid. © /A TYP.) V ISOLATION JOINT. SEE I 5002 -1314 FOR PLAN VIEW CONCRETE SLAB PER PLAN ® QT /SLAB SEE PLAN Z a B W d X a X ° —X —x• ° ° •xxv x _x x— QW ° 44 ° IoD rnw Q 8" REINFORCED MASONRY (TYP.) 4 DOWELS AT 2' -0" 1/2" PREFORMED EXP. JOINT n O.C., (3) MIN. PER WALL AND SEALANT (TYP.) v-0-11 d CONCRETE SLAB d 2' -0" PER PLAN FIN. GRADE, SEE d • CIVIL DWGS FINISH FLOOR SEE PLAN TYP.) LAP SPLICES PER EQUAL 5 DOWELS GENERAL NOTE g AT 32" O.C. EL ° w °, ° TIES PER CONTINUOUS U cg FOOTING SCHEDULE Lu ° ON SHEET 5101 Wwp — — ° REINFORCE p ° ° PER SCHEDULE ALTERNATE BEND SEE PLAN K13FOUNDADTION WALL DETAIL SCALE: 1" = 1' -0" N O O 20 "x14"x7B" PLATE WITH ANCHOR BOLTSBOLTS partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J 0 8" MASONRY WALL, M OR TUBE COLUMN PER SEE 5201 -A10 F o MORE INFORMATION • • PLAN Jw= wpUa d H d d. d d B LEVELING ° 4 NUTS - TYP. °' 4 Wa° d M 2" HIGH d ° 4 ° STRENGTH ° d ° d 4 NON - SHRINK 4 ° d ° GROUT - d d ° G Q V/ a A °d g - © Wa° 4 4 d d 2 Ce 4 ° w LU Od d ° N 4. d ° I— W4 - ° I F J J SEE PLAN W o GRADE BEAM YF13SCALE: 1" = 1' -0" (Q Q SEE ARCH DWGS FOR # 4 DOWELS 24 THRESHOLD DETAIL FAT24' O.C. 4 CONT. NOSING . FIN. GRADE, SEE CONCRETE SLAB E CIVIL DWGS 8" 6" PER PLAN Z FINISH FLOOR d g SEES LAN I. d °a —x a ° U ww ° SEE APPROPRIATE fF U GROUTED SOLID. FOUNDATION DETAIL FOR ERNATIVE: OMIT BLOCK 2 WALL DIMENSIONS AND D ROLL SLAB TO TOP OF ag REINFORCEMENT (TYP.) OTING (TYP.) wu Z U g ` °O REINFORCING PER E FOOTING SCHEDULE y 2` Z 5004468 m M SLAB AT DOOR DETAIL ' 2 -3, D13 P .sTgt/CTUQ.`Py \P SCALE: 1" = 1' -0" ''• lF APPROVED FOR P RtAlT ISSUANCE 5/30/07 GRID 300TT FALEKAS & ASSOCIATES, INC. DATE se ns have eer. rev e4+ ed `,or adherence to the REVISIONS ats d Ord a ^e. Authorization is C STEEL COLUMN "rated to Issue a building permit pending PC2 OS -24 -07 SEE COLUMN y all appi cable City a— ies. SCHEDULE isa,n .e or granting of a permit based on c nose plans snail not be construed to nit O pn;ove any violation of the applicable I Ps ,r o(dmance. No permit presumed to give SEE COLUMN SCHEDULE umorr y tO v Olate Or cancel the provisions of such El FOR BASE PLATE DETAIL es sr. a valid. © /A TYP.) V ISOLATION JOINT. SEE I 5002 -1314 FOR PLAN VIEW CONCRETE SLAB PER PLAN ® QT /SLAB SEE PLAN Z a B W d X a X ° —X —x• ° ° •xxv x _x x— QW ° 44 ° IoD rnw Q PROTOTYPE 107 X 163 STORE NUMBER L WD PROJECT NUMBER V A RAIPD0001 A13INTERIOR COLUMN FOOTING DETAIL S201 SCALE: 1" = 1' -0" 13 14 15 16 l n 4 d d 4 • d • 4 3" CLR. TYP.) EQUAL EQUAL SEE FOOTING SCHEDULE PROTOTYPE 107 X 163 STORE NUMBER L WD PROJECT NUMBER V A RAIPD0001 A13INTERIOR COLUMN FOOTING DETAIL S201 SCALE: 1" = 1' -0" 13 14 15 16 L 1 F NOTE: ROOF DECK NOT SHOWN FOR CLARITY. CAP _ PLATE STEEL BEAM, STEEL BEAM, SEE PLAN SEE PLAN KNIFE PLATE SHEAR CONNECTION WITH STABILIZER PL, BOLTS PER S002 -K4. DO NOT WELD TO JOIST STEEL COLUMN TYPICAL STEEL CONNECTIONK1SCALE: 1 1/2" = 1'-0" M U /— REINFORCING METAL DECK LPROVIDE ERAL NOTES ON STEEL DECK. MIN. OF 4 ER SHEET. METAL DECK WITH CONCRETE FILLG1SCALE: 1 1/2" 3 1/2" x 20 GA PLAN Fx, SEE ANGLE PER PLAN. PLAN NOTE STUDS AT 16" O.C. Q 1 ATTACH DECK OT ANGLE. i IV U 2 METAL DECK WITH CONCRETE FILL, DETAIL Al /S201 iv— SEE PLANS L 3/16 STEEL BEAM, STEEL BEAM, SEE PLAN SEE PLAN KNIFE PLATE SHEAR CONNECTION WITH STABILIZER PL, BOLTS PER S002 -K4. DO NOT WELD TO JOIST STEEL COLUMN TYPICAL STEEL CONNECTIONK1SCALE: 1 1/2" = 1'-0" M U /— REINFORCING METAL DECK LPROVIDE ERAL NOTES ON STEEL DECK. MIN. OF 4 ER SHEET. METAL DECK WITH CONCRETE FILLG1SCALE: 1 1/2" SECTION AT MEZZANINE FLOORD1SCALE: 11/2" 1' -0" T 3 1/2" x 20 GA I STUDS AT 16" O.C. V METAL DECK WITH CONCRETE FILL, 3/16 SEE PLANS 12 16GAx3x3 BENT a P* OOPLATE WITH (3) #10 S.M.S TO EACH STUD 34BARSAT24" O.C. 1/16 SIDES 2' -0" PAST CENTER OF STEEL BEAM 16 GA CLOSURE 2" MIN. I PLATE CLOSURE LAP STEEL BEAM, SEE PLAN X" = PER ARCH'L PLAN, 3" MAX A4 SECTION AT MEZZANINE FLOOR r SCALE: 1 1/2" = 1' -0" 1 2 3 yea x. „ 11 E 111111;,EEEEEEE,, STANDARD 90" HOOK WHERE OCCURS — A -A J3 4 3 1/2" x 20 GA PLAN Fx, SEE ANGLE PER PLAN. PLAN NOTE STUDS AT 16" O.C. Q 1 ATTACH DECK OT ANGLE. i IV U 2 METAL DECK WITH CONCRETE FILL, DETAIL Al /S201 iv— SEE PLANS i 3/16 1/16 12 16GAx3x3 BENT MEZZ. Z PLATE WITH (3) #10 6x4x3/8x1'-0" FLOOR O. S.M.S TO EACH STUD A -A it V 1) 95 EAC ACE AT 16' (V), T YP. U.N.0 to E 3 I ^ X^ 4 BARS AT 24" O.C. SIDES 1/16 E,, 2' -0" PAST CENTER 10' -10" 16 GA CLOSURE I OF STEEL BEAM PLATE 2" MIN. CLOSURE LAP STEEL BEAM, SEE PLAN X" = PER ARCH'L PLAN SECTION AT MEZZANINE FLOORD1SCALE: 11/2" 1' -0" T 3 1/2" x 20 GA I STUDS AT 16" O.C. V METAL DECK WITH CONCRETE FILL, 3/16 SEE PLANS 12 16GAx3x3 BENT a P* OOPLATE WITH (3) #10 S.M.S TO EACH STUD 34BARSAT24" O.C. 1/16 SIDES 2' -0" PAST CENTER OF STEEL BEAM 16 GA CLOSURE 2" MIN. I PLATE CLOSURE LAP STEEL BEAM, SEE PLAN X" = PER ARCH'L PLAN, 3" MAX A4 SECTION AT MEZZANINE FLOOR r SCALE: 1 1/2" = 1' -0" 1 2 3 yea x. „ 11 E 111111;,EEEEEEE,, STANDARD 90" HOOK WHERE OCCURS — A -A J3 4 W PLAN Fx, SEE ANGLE PER PLAN. PLAN NOTE Lo Q 1 ATTACH DECK OT ANGLE. i Q U 2 ATTACH ANGLE ENDS PER V DETAIL Al /S201 iv— 1 FAC , y r L3x3x3/8 ANGLE BRACE i 3/16 TYP. ANGLE Z LL 6x4x3/8x1'-0" E O 3 ' O. J LLV A -A it V 1) 95 EAC ACE AT 16' (V), T YP. U.N.0 to CONNECTION AT ROOFK10COLUMN E,, 18' -8' 10' -10" SCALE: 1 1/2" = 1' -0" 6) #5 VERTICALS TYPICAL EACH FACE VERTICAL BAR ir 6) #5 VERTICALS #3 TIES AT TYPICAL EACH FACE 8" O.C. 8" CONCRETE HORIZONTAL BAR BLOCK WALL A -A WALL ELEVATIONG4SCALE: 1/4" = 1' -0" 1.0 4.0 119. CHORD ANGLE METAL DECK PER CONT., SEE PLAN PLAN. SEE 5703 FORFORSIZE. SPLICE PER $202 -D13. DECK ATTACHMENT JOIST - SEE W PLAN Fx, SEE ANGLE PER PLAN. PLAN NOTE ANGLE 8x6x3/4x2'-3" LLV) WITH (4) 3/4"x6" HEADED STUDS ANGLE 8x6x3/4x2' -3" LLV) WITH (4) 3/4"x6" HEADED STUDS N STEEL JOIST AT WALL CONNECTIOND4SCALE: 1 1/2" = 1'-0" 3/8x1' -0 "x4 METAL DECK PLATE PER PLAN (2) 5 /8x5 HEADED STUDS m 0 iv CANOPY BEAM SHEAR PLATE PER PLAN AND BOLTS PER S002 -K4 CONCRETE BLOCK WALL STEEL BEAM TO WALL CONNECTIONA4SCALE: 1 1/2" = 1'-0" 4 5 6 E... FILL WITH • GROUT 3/8" STIFFENER PLATE 6xl6x3/4 PLATE WITH (2) 3/4 "0x8" HEADED STUDS HIGH STRENGTH NON - SHRINK GROUT CHORD ANGLE METAL DECK PER 5202 -A70. / PER PLAN 3/16 STEEL GIRDER A -A 4'-0" 4) #5 VERTICALS 3 TIES AT (4) #5 B" O.C. A -A VERTICALS D7STEEL GIRDER AT WALL CONN. SCALE: 1 1/2" = 1' -0" CENTERLINE OF BRACE FRAME CONNECTIONA7SCALE: 1 1/2 = 1 -0 7 8 1E PER J SLATE TYP. 3/16 TUBE COLUMN PER PLAN METAL DECK PER PLAN PROVIDE STIFF. PLATE EA. SIDE AT PROVIDE STIFF. PLATE EA. SIDE AT ANGLE BRACE LOCATION ANGLE BRACE Na STEEL BEAM/ GIRDER PER PLAN 2) 5/8 "0 MACHINE BOLT PLACED AT CENTER OF 1 1/2" VERT. SLOTTED HOLES ANGLE W ANGLE PER PLAN. BRACE Lo Q 1 ATTACH DECK OT ANGLE. LOCATION Q U 2 ATTACH ANGLE ENDS PER V DETAIL Al /S201 iv— i y r L3x3x3/8 ANGLE BRACE i 3/16 TYP. ANGLE Z LL 6x4x3/8x1'-0" E O 3 ' O. J LLV A -A it V j to CONNECTION AT ROOFK10COLUMN E,, SCALE: 1 1/2" = 1' -0" BENT PLATE awl / TO TRUSS TOP CHORD FULL BEARING, METAL DECK, TYP. SEE PLAN BEAM CONNECTION, SEE S002 -K4 P. < BEAM PER PLAN 2) 5/8 "0 MACHINE 1/4" BENT BOLTS PLACED AT PLATE CENTER OF 1 1/2" VERT SLOTTED HOLES STEEL JOIST N PER PLAN HSS COLUMN fl PER PLAN J K13COLUMN CONNECTION AT ROOF SCALE: 1 1/2" = 1' -0" r.aum :rccti -aiui illlil hill r..n, Ili - =_r i ul lllil I UIIVliu4lu, M I 1/2" CONTINUOUS BEAM PER PLAN 1/4 2 4 4 AT 16" O.C. 16 GAGE CLOSURE 1 1/2" METAL DECK - SEE'103 FOR 3/8" STIFFENER 16" PLATE DECKATTACHMENT PLATE EACH SIDE' 4 24" A A 4 W.P. IIVII. d j CENTERLINE OF STEEL BEAM 1/8 3 STEEL JOIST Z SEE PLAN Fx, SEE I 1/2" CAP PLATE WITHiv - -- PLAN NOTE 6) 3/4"0 H.S.B. iv 3/16 4 BEAM t/ / ANGLE 8x6x3Ax1' -T' PER PLAN tit4T — ( LLV) WITH (4) 3/4 "x6" HEADED STUDS 3/8 PLATE 1 1/?; 8" 8" 1 1/ " i CENTERLINE / 1/4 6 HSS PER PLAN f OF BRACE 4-1 i BRACE CENTERLINE ANGLE 8x6x3 /4x1' -T' PER PLAN COLUMN ( LLV) WITH (4) 3/4 "x6" HEADED STUDS N k G1 0 BRACE FRAME CONNECTION AT MEZZ. G 13 STEEL JOIST AT WALL CONNECTION (MEZZ.) SCALE: 1 1/2" = 1' -0" SCALE: 1 1/2" = 1'-0" D10 SCALE: 1 1/2" _ —0" 2) #5 TY ANGLE 4x4x3/8 WITH 3/4 "0x5" HEADED — USE 3/4"0 HILTI KWIK BOLT II ER -4627) WITH 4 3/4' EMBED AT I 2' -0" O.C. AS AN ALTERNATIVE TO HEADED STUDS. SUPPORT DETAILA10SCALE: 1 1/2" = 1' -0" 9 10 11 lol::mum mug s,+ _. -. _. - E * ,il --, ; - rn:, _.- III n... 11 1 t DECK 12 ANGLE 4x4x3/8 WITH 3/4 "0 HILTI KWIK BOLT ER -4627) WITH 4 3/4" 1 EMBED AT 2' -0" O.C. 7Yp. 2' -0" TYP. 1'-4" m V 1 /2" GAP c N 19x11 x3/8 PLATE WITH (4) 3/4"0x5" HEADED STUDS R . partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J H 9 c CM ` $004468 V2` m CL M APFROVED EV.r 1231-08 D 13 ANGLE SPLICE CONNECTION FUa PERM! ISSUANCE sT9VCTUPP' Q SCALE: 1 1/2" = 1' —O" oCOTT FA KAS &ASSOCIATES INC qrF OF CA..... I IIIII IIII:IIII IIII 1 DATE...., ns have been revi =l for adherence to the 5/30/07codeddz.;,ce. A,.thonzation is IrIt?.1 to issue a t:w!ding permit pending apt applicabI6, City a;zncies. iss- ^.ce or gran cf a permit based on REVISIONS se pia I! r,ot be const ued to C ` Grp ove any Il on of the a7pllcable PC2 05/24/07 o'd rce. No perm t presumed !o give5x3' -0 "AT a o er can; el the provisions of such16" O.C. 3/16 a d. CMU WALL 0 STEEL BEAM PER PLAN '^ 1/4 L 3/8" THICK i LU STIFFENER PLATE BRACE 6 ANGLE B EACH SIDE Q R AT CH END J PROTOTYPE l i107X163 /L/ CONNECTION STORE NUMBER PER §205 -A14 r TUBE COLUMN , PER PLAN WD PROJECT NUMBER v A RAIPD0001 NM ii 5202 13 14 15 16 v W CD Lo G Q W V p O LU LUZZ LL F J JW WV it V j to J E,, 9 c CM ` $004468 V2` m CL M APFROVED EV.r 1231-08 D 13 ANGLE SPLICE CONNECTION FUa PERM! ISSUANCE sT9VCTUPP' Q SCALE: 1 1/2" = 1' —O" oCOTT FA KAS &ASSOCIATES INC qrF OF CA..... I IIIII IIII:IIII IIII 1 DATE...., ns have been revi =l for adherence to the 5/30/07codeddz.;,ce. A,.thonzation is IrIt?.1 to issue a t:w!ding permit pending apt applicabI6, City a;zncies. iss- ^.ce or gran cf a permit based on REVISIONS se pia I! r,ot be const ued to C ` Grp ove any Il on of the a7pllcable PC2 05/24/07 o'd rce. No perm t presumed !o give5x3' -0 "AT a o er can; el the provisions of such16" O.C. 3/16 a d. CMU WALL 0 STEEL BEAM PER PLAN '^ 1/4 L 3/8" THICK i LU STIFFENER PLATE BRACE 6 ANGLE B EACH SIDE Q R AT CH END J PROTOTYPE l i107X163 /L/ CONNECTION STORE NUMBER PER §205 -A14 r TUBE COLUMN , PER PLAN WD PROJECT NUMBER v A RAIPD0001 NM ii 5202 13 14 15 16 v M L J F E eNl1 L,YIrvo 1 - _ . . - r m as I . e 1 111III _ hill: 2 3 4 5 6 7 9 11 12 13 14 .. .. 1 m "Iry IIIIIIII U1117nx mltlN6 AlWALL SECTION AT SIDE GLAZING SCALE: 3/4"= 1' -0" 1 2 3 2) #5 CONT. 3) #10 S.M.S. - TYP. 2ETE BLOCK SEE PLANS FOR JESS AND RCEMENT 0 GA. METAL AT 16' O.C., TYP. 0 GA. BRACES AT WITH (3) #10 AT EACH END TRACK WITH HOT PINS AT C. TYP. U.N.O. N GRADE PER 4 CB1 SEE S205 -D8 FOR CURB It, B M 1.0 5202 -D4 TYR 2X8 CONT. LEDGER W/ 1/2'0 ANCHOR BOLTS @ 24" O.C. 5003 -014 TYP. C81 5003 -014 CI31 a \ a n d ° a s a n ad a d e c a III Q 2) #5 0 a d FOOTING FLARE OUT @ TRASH ENCLOSURE ONLY WALL SECTIONA5SCALE: 3/4" = 1' -0" 5 6 e I I r ry ,, , e "e . 101 d'ui J "... 1 44111 IY Cnl 1 '116111,1, p,, 111d r" ,;:F 1,111111 1.0 2) #5 CONT. — CB1 1X FLAT SLATE AS SHOWN 2X8 @ 24' O.C. W/ SIMPSON'HU' HANGER METAL DECK, SEE PLAN FOR S1ZE AND ATTACHMENT APO 4) 10d NAILS 11 C81 METAL DECK 12 PER PLAN Zation is 4X4 KICKER 1X FLAT SLATE L5 9lF @ 24" O.C. AS SHOWN be con trued to 2X8 @ 24" O.C. W/ PLCat le resume SIMPSON'HU' rOVISIOn Ci SUCh HANGER 0 PC1 04 -27 -07 16 GA. BENT PLATE WITH (4) ULJ co 10 S.M.S. TO Uj METAL DECK Y Q BAR JOISTS PER J PLAN TOM W E O 6x18 GA. BRACES AT 48" O.C. WITH (4) #10 S.M.S. AT EACH END 4x18 GA. STUDS CONT WITH (2) #8 S.M.S. AT EACH BRACE, TYP.- 4) 10d NAILS 3x20 GA. BRACES AT 0 HILTI KWIK CON 11 48" O.C. WITH (3) #10 SCREW ANCHOR AT S.M.S. AT EACH END EACH KICKER STORE NUMBER 4X4 KICKER, @ 24" G.G. 3) #10 S.M.S. - TYP. 2ETE BLOCK SEE PLANS FOR JESS AND RCEMENT 0 GA. METAL AT 16' O.C., TYP. 0 GA. BRACES AT WITH (3) #10 AT EACH END TRACK WITH HOT PINS AT C. TYP. U.N.O. N GRADE PER 4 CB1 SEE S205 -D8 FOR CURB It, B M 1.0 5202 -D4 TYR 2X8 CONT. LEDGER W/ 1/2'0 ANCHOR BOLTS @ 24" O.C. 5003 -014 TYP. C81 5003 -014 CI31 a \ a n d ° a s a n ad a d e c a III Q 2) #5 0 a d FOOTING FLARE OUT @ TRASH ENCLOSURE ONLY WALL SECTIONA5SCALE: 3/4" = 1' -0" 5 6 e I I r ry ,, , e "e . 101 d'ui J "... 1 44111 IY Cnl 1 '116111,1, p,, 111d r" ,;:F 1,111111 1.0 2) #5 CONT. — CB1 1X FLAT SLATE AS SHOWN 2X8 @ 24' O.C. W/ SIMPSON'HU' HANGER METAL DECK, SEE PLAN FOR S1ZE AND ATTACHMENT APO 4) 10d NAILS 11 ATES,INC. IILTI KWIK CON II Ir adherence 12 GIN AMr—w R PT EACH KICKER Zation is 4X4 KICKER es. L5 9lF @ 24" O.C. ased On be con 8"0 HILTI KWIK CON II SCREWANCHORAT - EACH KICKER 8x18 GA. STUDS AT 16" O O.C. TYP. U.N.O. I Nil 3 1/2520 GA. STEEL STUDS AT 16" O.C. TYP. U.N.O. 0 16 GA. TRACK WITH HILTI SHOT PINS AT 4' -0' O.C. TYP. U.N.O. CB1 SLAB ON GRADE PER SEE S205-D8 PLAN FOR CURB INFO li e d G ea 3 a - G a d a a 2X8 CONT LEDGER W/ 1/2"0 ANCHOR BOLTS @ 24" O.C. a'. METAL DECK, SEE PLAN FOR SIZE AND ATTACHMENT S202 -D4 318"0 HILTI KWIK CON II SCREW ANCHOR AT EACH KICKER BX1.8 GA. STUDS AT 16' 5003 -D14 S003 -014 L.a < e a .. d A8LOW WALL SECTION SCALE: 3/4" = 1' -0" 7 8 9 3 1/2"x20 GA. STEEL STUDS AT 16" O.C. TYP. U.N.O. 16 GA TRACK WITH HILTI SHOT PINS AT 4' -0' O.C. TYP. U.N.O. SLAB ON GRADE PER PLAN i 10 CONT. METAL DECK, SEE PLAN FOR SIZE AND ATTACHMENT C81 I I \ 82 02•D4 CB1 j 2X8 CONT. LEDGER W/ 1/2" 0 ANCHOR BOLTS @ 24" O.C. Fo 4. H VCE 11 ATES,INC. Ir adherence 12 13 Zation is Ig Perrni Pendinges. L5 9lF perrni± CONT. METAL DECK, SEE PLAN FOR SIZE AND ATTACHMENT C81 I I \ 82 02•D4 CB1 j 2X8 CONT. LEDGER W/ 1/2" 0 ANCHOR BOLTS @ 24" O.C. Fo 4. H VCE Wes^ ATES,INC. Ir adherence to the Autho Zation is Ig Perrni Pendinges. L5 9lF perrni± ased On be con trued to f the a PLCat le resume tc give rOVISIOn Ci SUCh a a 4 a WALL SECTION SCALE: 3/4" = 1' -0" 14 15 16 8x18 GA. STUDS AT 16" O.C. TYP. U.N.O. M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K H G' ce1 F HILTI I SCREWANC ORAT II EACH KICKER 5003 -D14'. - _ - CB1 8x18 GA. STUDS AT 16" O.C. TYP. U.N.O. E Wes^ Y'C E. r ' 3 1/2 "x20 GA. STEEL STUDS AT 16' O.C. TYP U.N.O. N L5 9lF Q W V 0 W n C 0 PC1 04 -27 -07 Q li ULJ co O Uj Z Y Q J J W TOM W E O PLAN J D Y'C E. w S004468 m 3 1/2 "x20 GA. STEEL STUDS AT 16' O.C. TYP U.N.O. cc = ' EVIM 12 -31408 TRVCTUPP::PL5 9lF OF CAS \FOQ 5/30/07 REVISIONS C 0 PC1 04 -27 -07 EI CB1 05 -04 -07 16 GA. TRACK WITH A HILTI SHOT PINS AT 4' -0" O.C. TYP. U.N.O. C/O zEl SLAB ON GRADE PER E O PLAN W e • dasa a s QPROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER A RAIPD0001 S203 M L K J H F E C 0 J1 3/8" STIFFEN PLATE EACF 3 1/2x20 GA. 16" O.C., TYF 16 GA BENT 3) #10 S.M.E CHANNELPI SHEAR PLAI PER DETAIL 4) #10 S.M.E 6x18 GA. CEI JOIST AT 16' 3/8" STIFFEN EACH SIDE AlSECTION AT DRIVE THRU CANOPY SCALE: 3/4" = 1'-0" 1 2 3 CK PER PLAN S PER PLAN E BLOCK WALL, S FOR THICKNESS FORCEMENT 3A. STEEL STUDS TYP. U.N.O. SURE PLATE NCK WITH HILT] S AT 4' -0" O.C. J. CK WITH E FILL, SEE PLAN PER PLAN BY OTHERS 1 NCK WITH T PINS AT 4'1 U.N.O. 3RADE PER 6x413/6 (LLV} CUT VERTICAL LEG AND RUN HORIZONTAL LEG OF ANGLE OVER JOIST CHORD A —A METAL ANGLE4x4x114 AT 6• -0• D.C. STEEL JOIST PER PLAN B —B 13 I 14 I 15 6x4x5/16 ANGLE (LLV) 16 GA. BENT PLATE WITH (3) #10 S.M.S. STEEL BEAM PER PLAN 5/8" STRUCTURAL PLYWOOD WITH #10 S.M.S. 4) #10 S.M.S. TYP. U.N.O. AT 6" O.C. AT ALLSUPPORTS 6x18 GA. BRACES AT 4' -0" O.C. WITH (4) #10 S.M.S. AT EACH STUDS BAR JOIST PER PLAN 6x18 GA. STUDS AT 16" O.C. Wes Al 0 LOWER WALL SECTION AT PERIMETER SCALE: 3/4" = 1' -0" i Z 4 5 V 1 7 Q O 9 2 10 11 W 12 11 F e q la I I I I I ry I 1 . 6 N I lla1: . atl n n 1, e: 13 I 14 I 15 6x4x5/16 ANGLE (LLV) 16 GA. BENT PLATE WITH (3) #10 S.M.S. STEEL BEAM PER PLAN 5/8" STRUCTURAL PLYWOOD WITH #10 S.M.S. 4) #10 S.M.S. TYP. U.N.O. AT 6" O.C. AT ALLSUPPORTS 6x18 GA. BRACES AT 4' -0" O.C. WITH (4) #10 S.M.S. AT EACH STUDS BAR JOIST PER PLAN 6x18 GA. STUDS AT 16" O.C. APPROVED FO;? l ISSUANCE SCOTT FALcKAS & ASSOCIATES, INC. DATE h W9 bC °n r2vievied for adherence to the r +d Ai,Iheri2ation isduadng Der.' nit pendingallb - C;; ies. ssuarCe or g;antian permit based OnnotbeConstruedto ay Of the applicable Ce. rermit presumed to giver "o e cr Can,;C! 1;1-D prowSions of suchS . rail b va.d. l Id. Al2WALL SECTION AT ENTRY SCALE: 3/4" = V -0" 13 14 r•, 1 11 IIII , s ,al:rvlry 11.IMd mn ry 1.>+- 15 16 EXTEND TOP CHORD OF BAR JOIST METAL DECK PER PLAN 3) #10 S.M.S. - TYP U.N.O. 20 GA.x3 1/2" METAL STUDS AT 16" O.C. TYP U.N.O. 3 111 GA. STUDS AT 16" O.C. TYP. U.N.O. 3/4" THICK P.T. PLYWOOD 16 GA. BLOCKING 16 GA. TRACK WITH 0.1450 HILT[ X -DNI AT 12" O.C. STAGGERED, TYR CANTI. STEEL TUBE BEYOND. TUBE PER PLAN 16 GA. TRACK WITH 0.1450 HILT[ X -DNI AT 12" O.C. STAGGERED, TYP. 3 1/2x20 GA. AT 16" O.0 CEILING JOISTS CHANNEL PER PLAN 16 GA. 3x3xO' -4" BENT PLATE WITH (3) #10 S.M.S. AT EACH STUD 2) #5 CONT. IN M L` K `[ J W G F E u fflR24- pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Wes Lo Ems: N i Z W V 1 Q O LU yw APPROVED FO;? l ISSUANCE SCOTT FALcKAS & ASSOCIATES, INC. DATE h W9 bC °n r2vievied for adherence to the r +d Ai,Iheri2ation isduadng Der.' nit pendingallb - C;; ies. ssuarCe or g;antian permit based OnnotbeConstruedto ay Of the applicable Ce. rermit presumed to giver "o e cr Can,;C! 1;1-D prowSions of suchS . rail b va.d. l Id. Al2WALL SECTION AT ENTRY SCALE: 3/4" = V -0" 13 14 r•, 1 11 IIII , s ,al:rvlry 11.IMd mn ry 1.>+- 15 16 EXTEND TOP CHORD OF BAR JOIST METAL DECK PER PLAN 3) #10 S.M.S. - TYP U.N.O. 20 GA.x3 1/2" METAL STUDS AT 16" O.C. TYP U.N.O. 3 111 GA. STUDS AT 16" O.C. TYP. U.N.O. 3/4" THICK P.T. PLYWOOD 16 GA. BLOCKING 16 GA. TRACK WITH 0.1450 HILT[ X -DNI AT 12" O.C. STAGGERED, TYR CANTI. STEEL TUBE BEYOND. TUBE PER PLAN 16 GA. TRACK WITH 0.1450 HILT[ X -DNI AT 12" O.C. STAGGERED, TYP. 3 1/2x20 GA. AT 16" O.0 CEILING JOISTS CHANNEL PER PLAN 16 GA. 3x3xO' -4" BENT PLATE WITH (3) #10 S.M.S. AT EACH STUD 2) #5 CONT. IN M L` K `[ J W G F E u fflR24- pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 7 No. w S004468 Or Expires 12 -31-06 P srRUCT UPP 9 FOF CN0F r 5/30/07 REVISIONS 2m - m u Wes Lo N i Z W V 1 Q O LU yw 2 w O W Z Q J J W r W J 7 No. w S004468 Or Expires 12 -31-06 P srRUCT UPP 9 FOF CN0F r 5/30/07 REVISIONS 2m - m u SLAB ON GRADE PER E3 ' PLAN v 16 B El W J PROTOTYPE 107 X 163 STORE NUMBER A WD PROJECT NUMBER V A RAIPD0001 Ids S204 CI p I i Z El O 1 SLAB ON GRADE PER E3 ' PLAN v 16 B El W J PROTOTYPE 107 X 163 STORE NUMBER A WD PROJECT NUMBER V A RAIPD0001 Ids S204 L J 4 e . +.: ill . _ ! X.X,,I,! II .__ .. ._...... 4 I=...,...- .1!pl: ._ !, .,. w — -- 3/8" FULL HEIGHT 1 2 1 3 4 5 6 7- 8 9 10 11 12 13 14 15 Li PLAN I 1/2x7x1'-4" a EMBED PLATE 2" 4) #10 S.M.S. TYP. NON-SHRINK U.N.O. L J BAR JOIST PER PLAN G 6x18 GA. STUDS AT 16" O.C. i E 0 rill 1/4" KNIFE PLATE 1/4 -7 HSS COLUMN PER PLAN F.P. J \ HSS TUBE J J PER PLAN HSS OUTRIGGER PER PLAN A —A 1/8 -1 3< 3 SIDES 1 I I I I I I DES ¢ i i II II li J1 1 _ NOTE: PROVIDE BRACE PER T--A— AT COLUMNS. 1%47-2 METAL DECK PER PLAN ANGLE 8x6x7/16 (LLV) EXTEND 1 HORIZONTAL LEG OVER BAR JOISTS TOP FLANGE AND WELD TO JOIST TOP CHORD 6x6x5/16 BRACES AT 6' -0" O.C. 1/4" THICK PLATE, TYP. 20 GA.x3 1/2" METAL STUDS AT 16" O.C. TYP. U.N.O. 3 1/2x20 GA. STUDS AT 16" O.C. TYP. U.N.O. CHANNEL PER PLAN 4x4x1/4 ANGLE WITH (2) 3/4 "0 MACHINE BOLTS HSS COLUMN - SEE PLAN AS AN ALTERNATIVE TO WELD, PROVIDE 0.1450 HILTI X -DNI (ICBO ER -2388) AT 12" O.C. STAGGER TO ATTACH 16 GA. BENT PLATE TO CHANNEL OR ANGLE. 3 X • Y, SLAB ON GRADE PER PLAN 4 6x4x5/16 ANGLE I 1:I. 4? 4? II II 3/8" FULL HEIGHT 16 GA. BENT PLATE G EACH SIDE, TYP. WITH (3) #10 S.M.S. H DOWELS 1/4 6 W STEEL BEAM PER Li PLAN I 1/2x7x1'-4" a EMBED PLATE 2" 4) #10 S.M.S. TYP. NON-SHRINK U.N.O. BAR JOIST PER PLAN G 6x18 GA. STUDS AT 16" O.C. i E 0 rill 1/4" KNIFE PLATE 1/4 -7 HSS COLUMN PER PLAN F.P. J \ HSS TUBE J J PER PLAN HSS OUTRIGGER PER PLAN A —A 1/8 -1 3< 3 SIDES 1 I I I I I I DES ¢ i i II II li J1 1 _ NOTE: PROVIDE BRACE PER T--A— AT COLUMNS. 1%47-2 METAL DECK PER PLAN ANGLE 8x6x7/16 (LLV) EXTEND 1 HORIZONTAL LEG OVER BAR JOISTS TOP FLANGE AND WELD TO JOIST TOP CHORD 6x6x5/16 BRACES AT 6' -0" O.C. 1/4" THICK PLATE, TYP. 20 GA.x3 1/2" METAL STUDS AT 16" O.C. TYP. U.N.O. 3 1/2x20 GA. STUDS AT 16" O.C. TYP. U.N.O. CHANNEL PER PLAN 4x4x1/4 ANGLE WITH (2) 3/4 "0 MACHINE BOLTS HSS COLUMN - SEE PLAN AS AN ALTERNATIVE TO WELD, PROVIDE 0.1450 HILTI X -DNI (ICBO ER -2388) AT 12" O.C. STAGGER TO ATTACH 16 GA. BENT PLATE TO CHANNEL OR ANGLE. 3 X • Y, SLAB ON GRADE PER PLAN 4 AT i D8REINFORCING AT POP OUT SCALE: 3/4" = 1' -0" 16 GA. TRACK WITH HILTI SHOT PINS AT 4' -0" O.C. TYP. U.N.O SLAB ON GRADE PER PLAN 8" O.C. AQ PILASTER DETAIL V SCALE: 1" = 1' -0" 7 8 9 XW:.:u. I" IIII'! LX14L11 !IIIIXXIIIiIIXiIIIIIIIX4IY!Kv 4 AIIFP - i 1 IX+ ". , .u, a — ,!p .. •. WITH CONCRETE OR GROUT 10 2x2x1/4x0' -4" ANGLE WITH (1) 3/40 KWIK BOLT III (SPECIAL INSPECTION NOT REQUIRED) BRIDGING /CONNECTION PER TRUSS MANUFACTURER CMU PER PLAN K11BRIDGING CONNECTION SCALE: 1 1/2" = 1' -0" 1NGLE DURING DN W I I H I J /4 -0 HEADED STUDS STEELBEAM 4 N I 1:I. 4 AT i D8REINFORCING AT POP OUT SCALE: 3/4" = 1' -0" 16 GA. TRACK WITH HILTI SHOT PINS AT 4' -0" O.C. TYP. U.N.O SLAB ON GRADE PER PLAN 8" O.C. AQ PILASTER DETAIL V SCALE: 1" = 1' -0" 7 8 9 XW:.:u. I" IIII'! LX14L11 !IIIIXXIIIiIIXiIIIIIIIX4IY!Kv 4 AIIFP - i 1 IX+ ". , .u, a — ,!p .. •. WITH CONCRETE OR GROUT 10 2x2x1/4x0' -4" ANGLE WITH (1) 3/40 KWIK BOLT III (SPECIAL INSPECTION NOT REQUIRED) BRIDGING /CONNECTION PER TRUSS MANUFACTURER CMU PER PLAN K11BRIDGING CONNECTION SCALE: 1 1/2" = 1' -0" 1NGLE DURING DN W I I H I J /4 -0 HEADED STUDS STEELBEAM 5 PER PLATE 4 AT i D8REINFORCING AT POP OUT SCALE: 3/4" = 1' -0" 16 GA. TRACK WITH HILTI SHOT PINS AT 4' -0" O.C. TYP. U.N.O SLAB ON GRADE PER PLAN 8" O.C. AQ PILASTER DETAIL V SCALE: 1" = 1' -0" 7 8 9 XW:.:u. I" IIII'! LX14L11 !IIIIXXIIIiIIXiIIIIIIIX4IY!Kv 4 AIIFP - i 1 IX+ ". , .u, a — ,!p .. •. WITH CONCRETE OR GROUT 10 2x2x1/4x0' -4" ANGLE WITH (1) 3/40 KWIK BOLT III (SPECIAL INSPECTION NOT REQUIRED) BRIDGING /CONNECTION PER TRUSS MANUFACTURER CMU PER PLAN K11BRIDGING CONNECTION SCALE: 1 1/2" = 1' -0" 1NGLE DURING DN W I I H I J /4 -0 HEADED STUDS STEELBEAM Uj PER PLATE 4? 4? II II 3/8" FULL HEIGHT STIFFENER PLATE G EACH SIDE, TYP. 1/4 6 2) #5x4' -0" DOWELS 1/4 6 W m Li I 1/2x7x1'-4" a EMBED PLATE 2" 4) 3/4 "0 WELDED NON-SHRINK AA STUDS x 12" LONG GROUT 8" CONCRETE 3 CLOSE TIES MASONRY WALL. AT 8" O.C. REINFORCING NOT SHOWN FOR CLARITY 2) #5 EACH FACE WALL VERTICAL REINFORCEMENT 3/4 "1 NELSON STUDS AT 4" O.C. PROVIDE MASONRY TIES AS REQUIRED BEAM PER PLAN 2) #5 16 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento 11 DETAIL ± 1 4 STEEL BEAM AT MASONRY WALL G7 SCALE: 1/2" — 1' -0" !.7 SCALE: 1" = 1' -0" EXTERIOR CMU 1/2" END PLATE THREADED RODS WITH (2)3/4" THREADED RODS IN SIMPSON SET EPDXY (SPECIAL INSPECTION REQUIRED) LOCATE AT END OF PARAPET RETURN v 3" 3" L60 CANOPY CHANNEL J) PER PLAN m in I / ih A -A DETAIL SCALE: 3/4" 1' -0" D1 3 TIES AT 8" O.C. 5 VERT - TYP. 3 TIES AT 8" O.C. I I_P191_ri'I A11PILASTER DETAIL SCALE: 1"= 1' -0" 11 12 PLAN Y Yvp K' J H APPROVED I)u TRUSS BEYOND ` ' OR "HRbflT ISSUANCE P 5 SCCTT FAZE' p 1I :' hAS &ASSOCIATES, INCI vt 69 .perh No. S004468DATE w mG° ^ s have bap n revleU ed for adhere e to iha ` ': ,zs,mcodesandord -;arl Author a DETAIL ' * " w a led to swa a bUl g permlt s .S?TRU U?`-"' Q crallapplicableCit4Np 14 = ay rc es. SCALE: 1" = 1' -0" cT .. e o CA FI) .- I.1 ' #ti rants ltg t7f a --- _.. , ill 1 - .. g,,., -r.:6 3.. ". IreXXII IXI dl !X w,r l s !" !I „ PT Iva °of these pians sha!i not pbemco b u d on .........,. m or approve any viol of the a !icable 5/30/07Jdasor0-a nance. No permit presumed 30 givenoItvtovUfi,te or cancel the provisions `' cor s s a ;e vafd. such T.S. COL. TYP. r / FILL SOLID WITH CONCRETE OR GROUT ROOF DRAIN BLOCKOUT NO CONCRETE REQUIRED) FILL SOLID WITH CONCRETE OR GROUT 13 a REVISIONS o C0 0N VHSS 4x4x1/4 II! El 5x5x3/8 ANGLE El v/ El J Q 1/a- TYP. 1 1/4 B ® W 77 1 Q Im J PROTOTYPE 107 X 163 I STORE NUMBER JL 6x6x3/8ANGLE WD PROJECT NUMBER U JOIST PER PLAN A RAIPD0001 D N rim A14 DETAIL S205 U) SCALE: 1" = 1' -0" 14 15 16 u = III I III,I I!,.. t II II !. II II II " , ".»+ X. III I1 ry! Uj G Q Oi W Li a Lu 0 LLI VJ F J LU TOM LU i J E APPROVED I)u TRUSS BEYOND ` ' OR "HRbflT ISSUANCE P 5 SCCTT FAZE' p 1I :' hAS &ASSOCIATES, INCI vt 69 .perh No. S004468DATE w mG° ^ s have bap n revleU ed for adhere e to iha ` ': ,zs,mcodesandord -;arl Author a DETAIL ' * " w a led to swa a bUl g permlt s .S?TRU U?`-"' Q crallapplicableCit4Np 14 = ay rc es. SCALE: 1" = 1' -0" cT .. e o CA FI) .- I.1 ' #ti rants ltg t7f a --- _.. , ill 1 - .. g,,., -r.:6 3.. ". IreXXII IXI dl !X w,r l s !" !I „ PT Iva °of these pians sha!i not pbemco b u d on .........,. m or approve any viol of the a !icable 5/30/07Jdasor0-a nance. No permit presumed 30 givenoItvtovUfi,te or cancel the provisions `' cor s s a ;e vafd. such T.S. COL. TYP. r / FILL SOLID WITH CONCRETE OR GROUT ROOF DRAIN BLOCKOUT NO CONCRETE REQUIRED) FILL SOLID WITH CONCRETE OR GROUT 13 a REVISIONS o C0 0N VHSS 4x4x1/4 II! El 5x5x3/8 ANGLE El v/ El J Q 1/a- TYP. 1 1/4 B ® W 77 1 Q Im J PROTOTYPE 107 X 163 I STORE NUMBER JL 6x6x3/8ANGLE WD PROJECT NUMBER U JOIST PER PLAN A RAIPD0001 D N rim A14 DETAIL S205 U) SCALE: 1" = 1' -0" 14 15 16 u = III I III,I I!,.. t II II !. II II II " , ".»+ X. III I1 ry! IIIIIIIIIII L J 3.3 3.0 F 2.6 - E 2.0 U C ME AlMEZZANINE PLAN SCALE: 1/8"= 1' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: A. PLAN DIMENSIONS ON THIS SHEET AND LARGE SCALE DRAWINGS ARE TO FACE OF GWB AND CENTER LINES OF WINDOWS UNLESS OTHERWISE NOTED. B. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE MPLAN. partners C. SEE G4 I A801 FOR PARTITION TYPES. 2852 Kelvin Avenue D. SEE SHEET A802 FOR INTERIOR AND EXTERIOR GLAZING TYPES. Irvine, CA 92614 949.753.7676 T E. SEE SHEET At 04 FOR FIXTURE RELATED KEYNOTES. 949.753.7678 F KEYEDNOTES. wdpartners.com OTUBE STEEL COLUMN, PROVIDE 24 GA BRUSHED STAINLESS STEEL COLUMN COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P$ FROM 72" Atlanta A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR Boston SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. Chicago L O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. Dallas bus Los O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK Miami ngeles METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. RE: J21A -502. Sacramento 4 TUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. O LINE OF CONCRETE CURB. SEE C- 207. " O4" BOLLARD, SEE FS/C-206. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW DRAWER IS TO BE S-6" AFG. REMOTE DRIVE THRU. 8 6" BOLLARD, RE: F5 / C -206. K OCONDUIT SEE E -102 FOR LOCATION. PAINT P -11 10 MCCUE CORPORATION - CARTSTOP SR -MODEL #UNI -13. CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER / FREEZER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE GC. ANCHOR HOLES TO BE DRILLED 2 -1/2" O.C. FROM THE EDGE OF THE CASE. HOT WATER HEATER PLATFORM RE: Al /A -702. h 11 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 WATER CLOSET, SEE PLUMBING DRAWINGS. NORTH < < ' \ PR ECT 14 LAVATORY, SEE PLUMBING DRAWINGS. J N M K J ' ' H G ' F I' a' D C B.7 B.2 6.1 B A o ® URINAL, SEE PLUMBING DRAWINGS. 163'x" ¢ v 15 4' .8 12" 10'-41/2" 16' -10" 25 .8" 33'-3" _8" 12' -41/8" 6' -0 1/2" a -11 7 /8" 2' 1/2 16 TOILET PARTITION, FINISH RP -1, SEE FINISH SCHEDULE. It 8' -2" M 0. 14' -0" 8" 19'4" M.O. 13' -3" 21'-4" I 1 1 4° s \ 17 ROOF DRAIN I OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. f 26' -9" 274" 4' -0" 4' -0" 9' -3" 3' -0" 7 .8" 13' -0" 8" 14' -0" 2' .8" 14' -0" 2'$ 5'5" 1 A603 -A1 I 1 I I ° j' I . WATER SERVICE LOCATION. SEE PLUMBING DRAWINGS. 14 1" 74, 14' \ 2 $" \ / O. M.O. ^ ` ' 18 U_ - -- 7 -- ° - - - - C, --- - -- - 1A50; A703 -D1 SPRINKLER SERVICE LOCATION WHEN REQUIRED. A201 E1 f. \ 19 4.2 ` 42 12 12 ' - - - - - - - / - ` 36"X3 $ AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER A A 21 F - - - - - -- -- - - - -- 4, 4.2 I-- _ - -- - B ,v - vti a zo 4.0 - -{ - _ D ` \ \ 4.0 21 ROOF DRAIN SEE P -101. { , I I 3 101 1 1 104 I I 118 1 - - - - - - - - - - - - - - - - OFF I HAND PURE WATER BY VERTEX SUPPLIED AND INSTALLED BY THE G.C. SEE A 3 -A1 1 N /f I Al 47 24 26 26 1 \ 104 12 A 2 \ T\ \ \ f 3s A121P -201 1 \ 1 \ A 32 \ 1 1 100 \ 23 LINE OF MEZZANINE ABOVE. A404 -A7 ao - A - - - - - - L - ` . 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A- 103. I 108 B 12 I 1 \ 1 -- \ VESTIBULE O1 I LOUNGE _ 108 105 - - - - - - - - - _ - - \\ 1008 45 D 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. ICORRID V A403 -Al2I _ T07 {/'l 8 10" 2a \ 43 2 54 4° pg ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. W M109A02 -A11 24 A ` JFFICE3.4 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR N w ADMIN. - 12 102 A602 -G3 r ! °_P 27 107 D \ TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. N 1 I B2 - 12 1 1 1 1 PHOTO SHOP I N 1 23 r- \\ < 2 28 LINE OF MEZZANINE STAIRS. SEE A -703. G " 0 aA / ACCESSIBLE COUNTER \ SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. W44 / zs 82 \ 24 (28 "J4" A.F.F., 36' WIDE) ® / 9 35 12 42 47 2 \\ 36 29 X10" v 30 ROOF LADDER AND HATCH OPENING ABOVE. RE: A9 /A -702 O „ ; I I I A601 -G1 ® 1 S" I A oo W I I 109E 1 - B' -7" 62-1' 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 /A -701. A703 -134 3z 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH W 0 4 24 1 1 A401 -A5 GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER / FREEZERS MOUNTED O a --- ---- - - - - -- W 6 1 I s m v AT 8'$" TO BOTTOM OF PANELS AND 9' -0" TO BOTTOM OF PANEL AT Y Z 5 24 23 I 25 1 I ------ - - - - -- -------- - - - - -- I r n PHOTO SHOP. RE: D1/A601 A/ LL QIL, - g - - - / - - - - - - - - - - - - \ \ \ - r - 3.0 33 CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE ` J Fn I II 3 I F WACONNECTIONS. J 2 8 8 v 109 A401 A11 EXTENT OF ADA TURNING REQUIREMENTS. t PHARMACY 24 I A502 J2 i O W 5 iv T TT I ll A ! 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 2 6 ' 0 1 I 1 1 A 2 1 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A-801. Q I\ // 109D I Y 24 I 1 ¢ ! N 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ r J A403 -A1 c ® I ABOVE I I I I I I I g O 12" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT R M co 1 1 11 N o EACH UNIT. F_ 6 H 47 z5 ll J 24 AREA 1 I 24 0000 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE A III q I 1 SAL 1 I A502 -J7 I f'' POWER,MECHANICAL AND WASTE CONNECTIONS. - g 109A - I I I I 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 /A-603 It 2.2 1 - -- 8 A B I 1 B 36 I I( O I I 47 FOR MORE INFORMATION. E; o CIJA I - - - I 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A -104. , 2.0 CONSULTATI 2 K \ - - - - - - - - - - - - - - - - - - - - - - - - - - - I ! 7 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A -104. A502 -A2 - r 1osB 4 1 1 4 I 47 2q 1 1 I 18 22 A 1 _ 24 24 I E? APPLIANCESAPPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A -104. WAITING B I 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E -102. " B 411 8 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. I 4 as 47 1 1 1 \ 45 TACTILE EGRESS SIGNAGE, SEE DETAIL K10 ON SHEET A603. D A232113II • PFLOW AND COMPRESSOR WI 5" DEEP PIT RECESSED INTO SLAB. 28 12 JANITOR 1 I , as D .. \C c v C TOPHER K. B4 11 III 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID WITH ERSCHLAG v 46 I 1 MINIMUM RATING OF 2A -108C, INSTALLED PER FIRE DEPARTMENT * No C -2 09 REQUIREMENT. B II 1 I I B I I o RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY THE y Q GC. SIGN TO BE MOUNTED ON DOOR #114B ONLY. MOUNT ON SALE TFOF CAL FO 24 AREAS SIDE OF THE DOOR. 1 A601 -D1 I o I I ap 49 G.C. TO INSTALL COVE BASE, CB-2 ON BOTH SIDED OF EXPOSED j PORTIONS OF CHECKOUT. 5/1/07 A404 -Al2 I 1 o I I ! 50 30" x 30" ACCESS PANEL MOUNTED V -0" AFF. SEE K71 A .801. 9 1 ( 000 ¢ RECEIVING AREA I 45 51 H NGEDD DOOOR AND TAMPE SWITCH DT EDNNTO THE BUI RDINGS ALARM H REVISIONS Z 19 1146 I - I I q7 SYSTEM. FASTEN THE KNOCK BOX TO P.T. BLOCKING BOLTED TO THE C El PCi 04 -30 -07 a f` l METAL STUDS. E3 CIBI 1 O 20 1 l C I 1 1 2a 26 26 I 24 10 38 I 27 24 32 i ` 5z GAS METER LOCATION RE: P -101. FD1 0518 -07 1 J 47 O PARTITION WALL, 6" OFF THE FLOOR WITH SMOOTH, LIGHT COLOR AND17 45 ----- - - - - -- - -- -- - -- - - -- - -- - - - -- - - -- -- - - - -- - - -- - HD1 05 -16 -07 a 114A - B - - - EASILY CLEANABLE. pC2 OS -24 -07 W 52 " ELECTRICAL ROOM" SIGNAGE ON OUTSIDE DOOR 1,0 Q 1 D I 4 10 O Z G 0 0 0 0 0 0 f c 1 5 1 I A7031A4 I 02 -Al2' I 4 A703 -G1 !' A602 -A1 ` 8 A703 -G4 4' 718' 14' -0" 2'$" 14' -0" 2'$" 5'-3- A201 -A1 I 4 2," I 34' -V LEGEND: B } N10'-3" 35' -0" 6'S' 18'$" M.O. 3' .8" 3' -0" 29'-4" ", 2' s El 4, -0" -4 6' -0" M.O. 5" W 1 y f RE A$0 FOR PARTOTION TYPES. OVED T ISSUANCE - -gyp- -- --- NEW FULL HEIGHT PARTITION, J 12' -1" ' -11" 25 -6" 33'$" 41'$" - - - 11-00 FAZwKAS & ASSOCIATES, INC. RE: A -801 FOR PARTITION TYPES. PROTOTYPE Aw{ 1674" 107 X 163DATENEWEXTERIORWALL °' a RE: TO CIVIL FOR DETAILS " been revs shed for ache rence tot STORE NUMBER INDICATES ITEMS ABOVE 0 0 ' =su a building permit pendin ' N M K J H G < F D B A` d o '' ante Authorization -- Q INDICATES DOOR NUMBER (RE :K71A -801) U. a ppli a5i_ s a ^ndas. 100 WD PROJECT NUMBER is 7,u a n e or grant r g of a permit based o RAIPD0001aIuti•ese plans s as not be construed t ROOM NAME A ; c it or approve any of the apnlicabl ROOM NUMBER es ordnance. No permit presumed to giv' y t , v'!ate or cancel the provisions of suc zs s 2 ;e V aid. A PARTITION TYPE RE: G41A -801 F Al 01 LOOR PLAN OA WINDOW TAG (RE: A-802) A3 SCALE: 118" = 1' -0" 3 4 5 6 7 8 9 10 _ 11 12 3 14 15 16 IMI L K J G F E L AI 0 VESTeu"E 100 SALES AREA 101 AUTOMATIC SLIDING DOOR ALUMINUM SIDELIGHT FRAME (BEYOND) NO THRESHOLD AT DOOR OPENNG E VEST6lJILE 100 THRESHOLD PLATE (AT 15 1 16 SIDELIGHTS ONLY) SET Ln A. MARLITE BOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED N ABED OF SEALANT BY FIXTURING IN RETAIL AREA UP TO T -1" A.F.F., EXTEND 12" MIN. BEHIND FINISH FLOOR a a: a - 4 n 0 0 4 FLOOR BASE TO EXTEND 2' -0" BEHIND FIXTURES, TYP. SEE RITE AID M O JO LL APPROVED FIXTURE LAYOUT PLAN FOR EXACT LOCATION OF FIXTURES. Ld C. x = U) co OC REPRESENTATIVE PRIOR TO TILE INSTALLATION. 3w- D. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. Z NOTE: REFER TO FLOOR PLANS Fn o o FOR ORIENTATION OF SLIDNG SINKS AT ICE CREAM CABINETS AND 3- COMPARTMENT SINK, ALSO AT r Uj DOOR AND SIDELIGHT KEYED NOTES: O PP -2 FROM FLOOR TO 7'-1" A.F.F. OR UNDER SIDE OF WINDOW (RE:A601). DETAIL AT SLIDING DOORK1THRESHOLD SCALE: 3" = 1' -0" O4' 0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD OVER 5/8" G.W.B. STRIP 4.2 LGORYNG 4.0 — 1 RESILIENT TO CARPET SCALE: 6 " =1' -0" RESILIENT FLOORING TRANSITION STRIP TS -3 VINYL COMPOSITION TILE VCT TO RESILIENTElSCALE: 6 " =1' -0" SEALED CONCRETE VINYL TRANSITION STRIP VINYL COMPOSITION TILE M I i C1 VCT TO CONCRETE SCALE 6"=l'-O" CARPET TRANSITION STRIP TS-4 m 7---SEALED CONCRETE 1Q N 1 CARPET TO CONCRETE C SCALE: 6 " =1' -0" Z 100' -0" T.O.SLAB N I I I I 3.0 — 28 — o f o P ob 2.2 — 2.0 I I I 1.0 — I I N FLOOR FINISH PLANA3SCALE: 1/8" = 1' -0" 3 1 4 I" PROM HINGE SIDE DOOR AND HOLLOW METAL PRAME - PAINT PER DOOR SCHEDULE DOOR SWEEP - REFER TO DOOR SCHEDULE BEVEL SHALL BE NO GREATER THAN 1:2 CONCRETE PAD OR LANDING SLOPE 1/2" PREFORMED EXPANSION °JOINT a WI* SEALANT a a a , A THRESHOLD DETAILK5SCALE: 3" = 1' -0" 7 0 0x ujuj afof X00 LL0 a- 0 z 0 LLw m FINISH FLOOR a ALUMINUM THRESHOLD a a SET J 4 A BED OF a SEALANT (TYPICAL) D D 10 MEZZANINE FINISH PLANK9SCALE3/32" = 1' 0" 11 NOTE: QUARTER TURN INSTALLATION OF BOTH VCT TILE TYPES. K12FLOOR PATTERN DETAIL SCALE: 1/4" = 1' -0" NORTH PROJECT 21 P A441T COLOR P-2 `N4S44 OtL EA£ED E41A49,EL. 22 WATER HEATER PLATFORM IS COVERED WITH FRP (TOP, BOTTOM, SIDES) n 8' -0" HIGH OF FRP ON ALL WALLS OF MOP BASIN. C F E TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 15 1 16 GENERAL NOTES: Ln A. MARLITE BOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED N BY FIXTURING IN RETAIL AREA UP TO T -1" A.F.F., EXTEND 12" MIN. BEHIND ALL ADJACENT FIXTURES. PROVIDE PREFORMED ANGLE AT ALL INTERSECTIONS OF MARLITE BOARD. U B. FLOOR BASE TO EXTEND 2' -0" BEHIND FIXTURES, TYP. SEE RITE AID M Q APPROVED FIXTURE LAYOUT PLAN FOR EXACT LOCATION OF FIXTURES. Ld C. FINAL LAYOUT DIMENSIONS ARE TO BE VERIFIED WITH RITE AID OC REPRESENTATIVE PRIOR TO TILE INSTALLATION. D. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. Z E. PROVIDE 3/8" RADIUS CONTINOUS COVE BASE RF -3 AT ICE CREAM Fn CABINETS, 3- COMPARTMENT SINK, AND INSIDE OF HALF - EXPOSED FLOOR' J LU SINKS AT ICE CREAM CABINETS AND 3- COMPARTMENT SINK, ALSO AT r Uj COUNTERS AND CABINETS. KEYED NOTES: O PP -2 FROM FLOOR TO 7'-1" A.F.F. OR UNDER SIDE OF WINDOW (RE:A601). L O PROVIDE CHAIR RAIL CR_1 RE:A803. O4' 0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD OVER 5/8" G.W.B. OFRP 2 FROM FLOOR TO 5' -0" A.F.F. CAP WITH MARLITE ALUMINUM EDGE, COLOR TO MATCH PANEL. OCABINETRY THIS AREA OPP 2 WAINSCOT WITH A 2" McCUE RASPBERRY BUMPER MOUNTED AT 32" O.C. AFF. THE WALLS ABOVE THE WAINSCOT ARE PAINTED P -8 SEMI -GLOSS ENAMEL; SEE SPECS) THE McCUE RASPBERRY BUMPER IS SUPPLIED BY RITE AID AND INSTALLED BY THE GC. 7OPP 2 FROM FLOOR TO CEILING. K OFRP 3 FROM FLOOR TO T -1" A.F.F. OR UNDERSIDE OF WINDOW WALL CAP (RE:A601). OPP 2 FROM 12" BELOW THE TOP OF STORE FIXTURE TO UNDERSIDE OF SOFFIT ABOVE. RE: K1 -A601. 10 PP -1 FROM FLOOR TO UNDERSIDE OF PHARMACY WINDOW WITH 1" AND 2" McCUE BUMPERS STUNNING SHADE. BUMPER SUPPLIED BY RITE AID AND INSTALLED BY G.C. (RE:A13 -A701 & Kt- A601). 11 WPA FROM 30" A.F.F. TO WINDOW SILL (RE:G7- A603). 12 FRP -1 FROM FINISH FLOOR TO CEILING 13 4' -0" HIGH WAINSCOT OF (2) LAYERS OF 1/4" FIRE TREATED PLYWOOD AT J WAITING AREA CURVED WALL ONLY. 14 2" McCUE BUMPER RASBERRY AT CART RACK WALL MOUNTED 4" A.F.F. PROVIDED BY RITE AID AND INSTALLED BY G.C. 15 CORNER GUARD. SEE GUARD REF. FINISH MATERIAL SCHEDULE WP -1. 16 TELEPHONE SECURITY BACKER BOARD, 3/4" FIRE RESISTANT PLYWOOD RE: A5 / E -201 AND G101 E -201). 17 MARLITE ALUMINUM CORNER MOLDING FROM FLOOR TO T -1" A.F.F . THEN CLEAR CORNER GUARD FROM FROM T -1" TO CEILING. (RE: A -601 & A -803) 18 4" STAINLESS STEEL COVE BASE. 19 WRAP RF -3 FLOORING 4" UP BASE. H 200 REFER TO E201 GlO FOR WALL FINISH 21 P A441T COLOR P-2 `N4S44 OtL EA£ED E41A49,EL. 22 WATER HEATER PLATFORM IS COVERED WITH FRP (TOP, BOTTOM, SIDES) n 8' -0" HIGH OF FRP ON ALL WALLS OF MOP BASIN. C F E TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento WWALL PANEL KEY: D 04' S O ARChvTcc v CHRISTOPHBRK. % DOES SC 'r e r MAY 23 1607 FRP -3 * ' ^. 112" FIRE TREATED PLYWOOD REVISIONS 2) LAYTERS 1/4" FIRE TREATED C PCt 04 -30-07 PLYWOOD Z El CB1 05 -04 -07 SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND ® HD1 05 -16 -07 1 EXTENT. 13 I.i. FLOOR FINISH LEGEND- o = 1 TILE. El 0 Z B ., E El CARPET. O PROTOTYPE O 107 X 163 J o ese „ eve hn2n revievded for adherence to the SEALED CONCRETE. STORE NUMBER d , end ord ce. Authcr;zation is jscue a 5 r'ding permit pending 1 06ovo' applicable C ty ag,_ncies. WD PROJECT NUMBER he issu ; t, 111", RAIPD0001 Jan si cl a permit based on A ' prcva Mans shall not be construed to a RESILIENT FLOORING. M K J H G F D permit A, any violation of the applicable acode; or No permit presumed to give authorty to ;e or cancel the provisions of such co,,._ s s ai ibev a, o\ ..:. \........... \\\\\\\\\\\\\ e.. \\,\ti aw..a\\ \.aaa, .ax:aa:x.xa. ......:t.._ \\\\..:...o\..\\ ..i\\\r.,.\a\a\\x a\aa ea v__ . .. .... •:. Al o 5 6 7 8 9 10 11 12 13 14 15 16 W \.. ..a. <..o........ ..... ...... ....... :os d?... @&:....._..... :_ - \\ ... \ \ \- .. a ..,.. _... ._.,cam, es s. a.. .,,..., ....: . -.- ._.. Uj Ln w N 0 W U OQ Ld 2 OC LV Z Q Fn J LU r Uj r J WWALL PANEL KEY: D 04' S O ARChvTcc v CHRISTOPHBRK. % DOES SC 'r e r MAY 23 1607 FRP -3 * ' ^. 112" FIRE TREATED PLYWOOD REVISIONS 2) LAYTERS 1/4" FIRE TREATED C PCt 04 -30-07 PLYWOOD Z El CB1 05 -04 -07 SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND ® HD1 05 -16 -07 1 EXTENT. 13 I.i. FLOOR FINISH LEGEND- o = 1 TILE. El 0 Z B ., E El CARPET. O PROTOTYPE O 107 X 163 J o ese „ eve hn2n revievded for adherence to the SEALED CONCRETE. STORE NUMBER d , end ord ce. Authcr;zation is jscue a 5 r'ding permit pending 1 06ovo' applicable C ty ag,_ncies. WD PROJECT NUMBER he issu ; t, 111", RAIPD0001 Jan si cl a permit based on A ' prcva Mans shall not be construed to a RESILIENT FLOORING. M K J H G F D permit A, any violation of the applicable acode; or No permit presumed to give authorty to ;e or cancel the provisions of such co,,._ s s ai ibev a, o\ ..:. \........... \\\\\\\\\\\\\ e.. \\,\ti aw..a\\ \.aaa, .ax:aa:x.xa. ......:t.._ \\\\..:...o\..\\ ..i\\\r.,.\a\a\\x a\aa ea v__ . .. .... •:. Al o 5 6 7 8 9 10 11 12 13 14 15 16 W \.. ..a. <..o........ ..... ...... ....... :os d?... @&:....._..... :_ - \\ ... \ \ \- .. a ..,.. _... ._.,cam, es s. a.. .,,..., ....: . -.- ._.. MI i L K J H F 0 13 I 2 3 4.2 4.0 3.3 - 3.0 2.8 2.6 - 2.2 2.0 1.8 - 1.0 4 5 51 7 E3 10 13 1 14 1 15 1 16 GENERAL NOTES: A. TRACK LIGHTS TO BE CENTERED ON GRAPHIC LOCATIONS. SEE GRAPHIC 2 PLACEMENT PLAN FOR MORE INFORMATION. B. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH GRAPHHICS PLAN. C. CEILING GRID TO BE INSTALLED IN ACCORDANCE W/ ASTM C- 636 -96. HANGER WIRES TO BE PLUMB TO WITHIN 1 OF 6 OR SHALL HAVE V COUNTER WIRE ATTACHED ACCORDINGLY. D. REFER TO SHEET A -803 FOR FINISH MATERIAL SCHEDULE. it E. REFER TO Ht /FP -101 FOR FIRE SERVICE RISER. A VERTICAL BACKFLOW IS REQUIRED. F. SPRINKLER HEAD LOCATIONS ARE FOR COORDINATION PURPOSE ONLY. G. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH GRAPHICS PLAN. J SSUANCE IT P. *LE,.AS a AISSOCI ATES, INC. I I I I I I I I II DATE ns on rev;-wed for adherence to the coce ord;naace. Authorization isdfuead: :!ding permit pendingtUv •'y ap, City ?, onc!es. sGu.;ncA 4 of a permit based on i; not be construed toNMKJHGFD 't Iation of the aoplicabie o ' a o ord -nance. No permit presumed to give or cr;ncel the provisions o` surh i Al MEZZANINE SCALE: 1/8" = 1' -0" PLAN A3 axe.... ...: ::..,, - -....;;. :; REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" 1 1 2 3 1 4 A 11 12 13 1 14 EYED NOTES: GYP. BD. SOFFIT OPEN TO STRUCTURE ABOVE. ALIGN FACE OF SOFFIT WITH THE FINISH FACE OF WINDOW OPENING. LINE OF MEZZANINE ABOVE. ROOF HATCH OVERHEAD COILING GRILLE. RECESSED LIGHT FIXTURES IN SOFFIT TO BE CENTERED OVER FIXTURES BELOW (TYP.) LINE OF WALL ABOVE ROOF OVER FLOW PIPE. PROVIDE TRIM PER MANUFACTURERS SPEC. 30 "X30" ACCESS HATCH IN DRIVE THRU PAINT TO MATCH SFT -1. 30 "X30" ACCESS PANEL IN SOFFIT. INSTALL THE ACCESS PANEL 4' -0" TO CENTERLINE FROM THE INSIDE CORNER WHERE THE TWO SOFFITS MEET. 24 "X24" ACCESS HATCH IN CANOPY CEILING G.C. TO COORDINATE LOCATION PAINT TO MATCH SFT -1. DIFFUSERS. TILES, AND GRID TO BE PAINTED P -2. EXTENT OF AC4. PROVIDE HOLD DOWN CLIPS. 18 "X18' ACCESS HATH IN CANOPY CEILING G.C. TO COORDINATE LOCATION PAINT TO MATCH SFT -1. . - WATER HEATER PLATFORM IS COVERED WITH FRP (TOP, BOTTOM, SIDES) ROOM- ROOM NAME N# q# ROOM NUMBER XX CEILING HEIGHT XX CEILING MATERIAL XX CEILING FINISH 2X4 CEILING MOUNTED FLUORESCENT LIGHT FIXTURE O 1X8 CEILING MOUNTED RECESSED FLUORESCENT LIGHT FIXTURE M'' L K J H O 1X8 CHAIN HUNG FLUORESCENT LIGHT FIXTURE F 1X8 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE 6" x 4 AND 6"x 8 CEILING SURFACE MOUNTED RECESSED FLOURECENT LIGHT FIXTURE O CEILING MOUNTED RECESSED DOWN LIGHT CEILING MOUNTED TRACK LIGHTING e ILLUMINATED EXIT SIGN M CEILING MOUNTED EMERGENCY LIGHT FIXTURE E 0 ffl R4- paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento n!114; WALL MOUNTED EMERGENCY LIGHT FIXTURE / DQ3q LA9 ` 4i) 1 EXTERIOR WALL PACK LIGHT FIXTURE MOUNTED o MIN. OF 12" ABOVE DOOR EXTERIOR EMERGENCY LIGHT FIXTURE MOUNTED 0 MIN. OF 24" ABOVE DOOR SUSPENDED ACOUSTICAL CEILING REVISIONS REFER TO DETAILS H1 AND H9 ON SHEET A702 C ® PC1 04 -30 -07 CB1 05 -04 -07 SUSPENDED ACOUSTICAL CEILING Z REFER TO DETAILS H1 AND H9 ON SHEET A702 El HD1 05 -16 -07 AC 4 CB2 Q 13 J M GYP. BD. CEILING E MECHANICAL DIFFUSER 1 B E J MECHANICAL RETURN GRILLE C SPRINKLER HEAD -FINAL LOCATION BY SPRINKLER CONTRACTOR v O UP RIGHT SPRINKLER HEAD -FINAL LOCATION BY PROTOTYPE SPRINKLER CONTRACTOR 107 X 163 LU POWERED EXHAUST FAN STORE NUMBER Ur UNIT HEATER . ; . WD PROJECT NUMBER W A RAIPD0001 SMOKED SECURITY CEILING PANEL U. A103SSSOUNDSYSTEM W AC UNIT 15 16 Uj 40 U) N W V Oa w TO W Z I.L QJ JLV TOM LJ.I Rif J n!114; WALL MOUNTED EMERGENCY LIGHT FIXTURE / DQ3q LA9 ` 4i) 1 EXTERIOR WALL PACK LIGHT FIXTURE MOUNTED o MIN. OF 12" ABOVE DOOR EXTERIOR EMERGENCY LIGHT FIXTURE MOUNTED 0 MIN. OF 24" ABOVE DOOR SUSPENDED ACOUSTICAL CEILING REVISIONS REFER TO DETAILS H1 AND H9 ON SHEET A702 C ® PC1 04 -30 -07 CB1 05 -04 -07 SUSPENDED ACOUSTICAL CEILING Z REFER TO DETAILS H1 AND H9 ON SHEET A702 El HD1 05 -16 -07 AC 4 CB2 Q 13 J M GYP. BD. CEILING E MECHANICAL DIFFUSER 1 B E J MECHANICAL RETURN GRILLE C SPRINKLER HEAD -FINAL LOCATION BY SPRINKLER CONTRACTOR v O UP RIGHT SPRINKLER HEAD -FINAL LOCATION BY PROTOTYPE SPRINKLER CONTRACTOR 107 X 163 LU POWERED EXHAUST FAN STORE NUMBER Ur UNIT HEATER . ; . WD PROJECT NUMBER W A RAIPD0001 SMOKED SECURITY CEILING PANEL U. A103SSSOUNDSYSTEM W AC UNIT 15 16 rid L NJ 9 F E n 3.3 3.0 2.6 2.0 1.8 Al IN J 115 MEZZANINE 47 I I/ \ I I I 1 72" x 72" (TYP.) CLEARANCE J PALLET LANDING MEZZANINE PLAN SCALE: 1/8" = V -0" N 7 E 10 11 12 13 A3EGRESS PLAN SCALE: 1/8" = V -0" 3 4 5 14 NORTH PROJECT it 15 16 GENERAL NOTES: A. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. B. ALL MILLWORK AND CASEWORK FOR PHARMACY PROVIDED AND INSTALLED BY RITE AID UNLESS OTHERWISE NOTED. M C. G.C. TO COORDINATE LOCATION OF ANY PLUMBING FIXTURES AND ASSOCIATED PIPING FOR PHARMACY, PHOTO AND LOUNGE AREAS. D. FINAL GRAPHIC LOCATION SHALL PER GRAPHICS PLAN PROVIDED BY DECOR GRAPHICS FABRICATOR. KEYED NOTES: VED 1 TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL W INC. COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. JASS01—j,-,TES, plans have been POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P -8 FROM 72" re codes and er 3 d ror adhherence is the A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR all applicable C permit pending SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. ag.'r:oras. e issuance or grantinprovaloftheseplans a perm t based on L O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. of tae applicablermitpresumed OTUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK of such METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. O TUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. TO O LINE OF CONCRETE CURB, SEE C207. I.L O4" BOLLARD, SEE C -206 I F5. THE BOLLARD NEXT TO THE RX DRIVE THRU J WINDOW DRAWER IS TO BE 3'-6" A.F.G. OREMOTE DRIVE THRU. K O 6" BOLLARD, SEE C -206. OCONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. 10 MC CUE CORPORATION - CARTSTOP SR - MODEL #UNI -13 CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED BY RITE AID AND INSTALLED BY G.C. ANCHOR HOLES TO BE DRILLED 2 1/2" O.C. FROM THE EDGE OF THE CASE. 11 HOT WATER HEATER PLATFORM SEE P -101 . 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. J 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED 17 ROOF DRAIN / OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 18 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. H 20 3'- 6"X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P101. 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C. SEE A121 P -201. 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. Ca 26 ALIGN FINISH FACES WI SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 28 LINE OF MEZZANINE STAIRS. SEE A703. 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:Ag -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. IF 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 34 EXTENT OF ADA TURNING REQUIREMENTS. 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST WI E 112" ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT. 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE POWERMECHANICAL AND WASTE CONNECTIONS. 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE INFORMATION. 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. p 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 NOT USED. 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C.. SIGN TO BE MOUNTED ON DOOR #114B ONLY. MOUNT ON SALES AREA SIDE OF THE DOOR. C 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. 50 30 "X30" ACCESS PANEL MOUNTED V -0" AF.F. SEE K7 /A-801. 51 HAND DIP WELL. 52 PAPER TOWEL RACK MOUNTED ABOVE SINK BACK SPLASH. 53 SOAP DIPENSER MOUNTED ABOVE SINK BACK SPLASH. LOCKERS BY RITE AID. APP VED FOR P nM SCOTT FAZEKAS ISSUANCE W INC. JASS01—j,-,TES, plans have been E re codes and er 3 d ror adhherence is theUintaatryISSue Ce. Auth Orizatio j isprova, by hui!dingallapplicableC permit pendingag.'r:oras. e issuance or grantinprovaloftheseplans a perm t based onsce.Y „ "t or acprove any viesor a i not 5e construed tolion1 Ordinance, NoauthoritytO of tae applicablermitpresumedviola. or ccodesshat! be ,a!id. an„ tO 1 he provis!ons of such 13 14 1.5 .,: 16ww 0 F-11 4'm partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 112 0 i CHRISTOPHER K. MAY 23 2007 REVISIONS 0 PC2 05 -24 -07 Z 0 Q 13 ^^J 0 li 0 0 0 li 0 0 0 0 V PROTOTYPE Z 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A104 . oW LO N W V OQ2 w TO W Z I.L Q J J W Tom TOM 112 0 i CHRISTOPHER K. MAY 23 2007 REVISIONS 0 PC2 05 -24 -07 Z 0 Q 13 ^^J 0 li 0 0 0 li 0 0 0 0 V PROTOTYPE Z 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A104 . M L J F 0 0 1 1 2 4.2 — 4.0 — 3.3 — 3.0 - 2= — A403 -A1 2.2 2.0 — 1.8 — 1.0 — A4 N M K J Q' a' H 23'-4" 17 T.O. PARR ET T.O. PARAPET 21-0 TO. ROOF PC2 FRICTION FIT BATT. INSULATION W/ VAPOR BARRIER STAPLED TO UNDERSIDE OF ROOF PURLINS SIMPSON W36 TOP FLANGE_ HANGER (50TH SIDES) BAR JOIST - REFER TO STRUCT DRAWINGS IB GA. GALV. MTL FILLER PANEL BETWEEN FURLINS - DEPTH AS REQUIRED - SECURE TO UNDERSIDE OF ROOF SHEATHNG 1 HORIZONTALE LEG OF CONT. 9 2" X 2" X I6 GA. GALV STL ' ANGLE W/ 5/8" X 8 -18 TYPE ° 6 -12 SCREWS a 16 "O.C. DRAFT CURTAINK9SCALE: 1 1/2" = 1' -0" 23,4., 28, -0„ T.O. PARAPET T.O. PARAPET 4 PLY BUILT UP ROOFING SYSTEM 1/1" MIN. WOOD ROOF SHEATHING (SEE SPECIFICATIONS) SEE STRUCT. DWIS) D G.i AI: 2" X 2" X 4" X I6GA. GALV. STL ANGLE AT EACH SUB- PURLIN FASTEN TO BOTTOM OF EACH SUB- FURLIN W/ (2)12cl WOOD SCREWS - 13/41' MN. EMBEDMENT a 24" O.C. 2" X 2" X 4" X 16GA- GALV. STL ANGLE - SECURE TO BOTTOM CHORD OF BAR JOIST W/ INDUSTRY APPROVED TIN WALLED FILLET WELD X 2" LONG 26 GA. GORRUCsATED METAL PANEL FOLLOWS SLOPE OF ROOF SECURE PANEL TO EACH STL. ANGLE W/ (2) 86 SELF TAPPING MTL- SCREWS n 12 13 14 15 16 a 3 4 5 4.2 — 4.0 — 3.3 — 3.0 - 2= — A403 -A1 2.2 2.0 — 1.8 — 1.0 — A4 N M K J Q' a' H 23'-4" 17 T.O. PARR ET T.O. PARAPET 21-0 TO. ROOF PC2 FRICTION FIT BATT. INSULATION W/ VAPOR BARRIER STAPLED TO UNDERSIDE OF ROOF PURLINS SIMPSON W36 TOP FLANGE_ HANGER (50TH SIDES) BAR JOIST - REFER TO STRUCT DRAWINGS IB GA. GALV. MTL FILLER PANEL BETWEEN FURLINS - DEPTH AS REQUIRED - SECURE TO UNDERSIDE OF ROOF SHEATHNG 1 HORIZONTALE LEG OF CONT. 9 2" X 2" X I6 GA. GALV STL ' ANGLE W/ 5/8" X 8 -18 TYPE ° 6 -12 SCREWS a 16 "O.C. DRAFT CURTAINK9SCALE: 1 1/2" = 1' -0" 23,4., 28, -0„ T.O. PARAPET T.O. PARAPET 4 PLY BUILT UP ROOFING SYSTEM 1/1" MIN. WOOD ROOF SHEATHING (SEE SPECIFICATIONS) SEE STRUCT. DWIS) D G.i AI: 2" X 2" X 4" X I6GA. GALV. STL ANGLE AT EACH SUB- PURLIN FASTEN TO BOTTOM OF EACH SUB- FURLIN W/ (2)12cl WOOD SCREWS - 13/41' MN. EMBEDMENT a 24" O.C. 2" X 2" X 4" X 16GA- GALV. STL ANGLE - SECURE TO BOTTOM CHORD OF BAR JOIST W/ INDUSTRY APPROVED TIN WALLED FILLET WELD X 2" LONG 26 GA. GORRUCsATED METAL PANEL FOLLOWS SLOPE OF ROOF SECURE PANEL TO EACH STL. ANGLE W/ (2) 86 SELF TAPPING MTL- SCREWS n 12 13 14 15 16 a GENERAL NOTES: LADDER UP TO A. SEE MEP101 FOR MORE INFORMATION. SAFETY POST A501 -D13 ROOF HATCH B. ROOFTOP EQUIPMENT LOCATIONS: VERIFY SIZE OF OPENING AND I I LOCATIONS OF ALL HVAC UNITS WITH MECHANICAL, ELECTRICAL, AND FLASHING STRUCTUAL SHEETS. M MEMBRANE ROOFING M ', I I C. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER partners I INSULATION TO SPECIFICATIONS FOR ROOF RELATED ITEMS, INCLUDING I I GUARANTEES, CRBS FLASHING, AND ETC. 2852 Kelvin Avenue D. REFER TO ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND Irvine, CA 92614 DETAILS FOR ROOFING SYSTEM INSTALLATION, CONTRACTOR TO 949.753.7676 T PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURES 949.753.7678 F METAL ROOF DECK RECOMMANDATIONS. wdpartners.com E. GENERAL CONTRACTOR IS TO COMPLY WITH ALL PRECAUTIONS AS SET STEEL JOIST FORTH BY OSHA OR EQUIVALENT APPLICABLE CODE. ANY 5/8" GWB CONSTRUCTION INITIATED BY ABOVE REQUIRMENTS SHALL NOT COMPROMISE THE ROOFING WARRANTY. SLIDING METAL BURGLAR Atlanta BARS W/ LOCK - SET IN 7 Boston CHANNELS WELDED TO BOLT TO BLOCKING Chicago ADJACENT STRUCTURE RE: COORDINATE W/ LADDER ANCHOR L Columbus KTA -501 LOCATIONS KEYEDNOTES: Dallas Los Angeles STEEL STRINGER g„ to SPACED 24' CLEAR STEEL ANGLE WELDED TO REFRIGERATION COMPRESSOR UNIT PROVIDED BY RITE AID ON 6X6 P.T. Miami 81 BETWEEN STRINGERS ° STRINGERS OO DUNNAGE PROVIDED BY G.C. m Sacramento STEEL STUDS @ 16" O.C. WIGWB V DIA. RUNG BOTH SIDES O ROOF DRAIN AND WALL SCUPPER LOCATION, SEE DETAIL A10 AND @ 12" O.C. W/ ALUMINUM BLOCKING LENGTHS AS Al 3-A501 FOR MORE INFORMATION. OXIDE GRANULES SET IN REQUIRED. ANCHOR TO WALL 3 TAPERED INSULATION CRICKET 1/2 ":12" EPDXY RESIN ADHESIVE STRUCTURE LINE OF HORIZONTAL ROOF DRAINS, RUN IN PLENUM SLOPE 1/8 ":12 SHOE WITH EXPANSION O TYPICAL. BOLT TO FLOOR 5O 30 "X36" HATCH LOCATION SEE DETAIL K12 -A105 FOR MORE INFORMATION MEZZANINE FINISH FLOOR AL K 10' -6" A.F.F. 6O 80 MIL WALKWAY MEMBRANE, COLOR TO BE DIFFERENT FROM ROOF. t PACKAGED ROOF TOP UNIT LOCATIONS. SEE G10 -A501 FOR FLASHNG Maw 'W M O AND MECHANICAL DRAWINGS FOR MORE INFORMATION K12 LADDER DETAIL SCALE: 3/8" T - SATELLITE DISH AND MOUNTING PAD SUPPLIED AND INSTALLED BY RITE O" O AID. A PRE - INSTALLATION SURVEY WILL BE COMPLETED BY THE o a 34' -11 1/8" INSTALLATION COMPANY TO VERIFY LINE OF SIGHT. FINAL LOCATION OF DISH TO BE DETERMINED AFTER THE SURVEY. SEE DETAIL D10 -A501 FOR ROOF PENETRATION DETAIL. O GAS LINE, SEE MEP101 FOR MORE INFORMATION. 1 D PIPE CURB LOCATION, SEE DETAIL G7 -A501 FOR MORE INFORMATION. 11 ROOF DRAIN TIED DIRECTLY INTO STORM WATER SYSTEM. OVER FLOW J DRAIN DISCHARGES ONTO DRIVE THRU OR SIDEWALK AT ENTRY. NORTH RE: K13-A501. C B.7 73/8" 1 B A PROJECT 12 CLASS "A" MEMBRANE ROOF, SLOPE 1/4 ":12" TYPICALLY. RE:A501 13 VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, FLASHING PER D7 -A501. ( FOR HAND DIP STORES ONLY,) . i` 14 LINE OF METAL PANELS BELOW. 18'-4 15 GAS PIPE PENETRATION SEE DETAIL K10 -A501II Q' 16 GAS VENT FOR UH -1. RE: D13 -M201. 11 — 4.2 17 ROOF TILE, REFER TO SHEET A201. „ o = 4.0 18 PRE - FINISHED METAL COPING. I I II 1 — 3.9 19 SlrcT'MORK SATELLITE OS 2'Y.4' PA9. A502 -E7 Tl 3.8 20 GOOSE NECK WIRE CHASE THRU ROOF SEE DETAIL D10 -A501. rn 21'-6" T.O ROOF 14 m MIINIMUM OF SEAMS OVERLAPPING THE I PARAPET. INSTALL THE ROOFING MEMBRANE WITH THE SHEETS RUNNING PARALLEL TO THE LONG SIDE OF Q IL 10 22 PC2 0 — 3.6 BUILDGING LAP SEAMS IN DIRECTION OF WATER FLOW. O 4' -1" I 2' -0" 2 ° 6 I o I 7 0 6 20 NT -0" 26 _ 9' -5 3/4" 10'- 101/4" T -0" T -0" 10'-73/4" T.O. PARAPET 19 3' -0" T -0" 13' -0" co 28' -0" T.O. PARAPET " r, 25' -8" 6 rn 25' -8" 8' -7 518. 3,_0„ J.W 0 1 T.O. RTU I I g r° T.O. RTU — m L° M C? I o 6 I I I I II N I I II I N C7 N cV 1 PITCH 23 - i O uj 25 C7 O 12 — I 12 12 12 E11 I 4 C' I I 18 24' -8" 25 0 T.O. RTU I `" 6 I 7 6 251 1 13 3,_0„ T-01 4'- 117/8" L I LL I 24,_5„ T.O. RTU I I NI I i I I N 1 I I 1 N N g 7 N 7 n- a 1 1 a- o o 1 1 0 A404 -Al2 16 r — — — -G— —u — N u u — Alu — G— — — — — — J CO I 13 I I I PCZ Nis a .., 17 CI7 PC2 T O DRAIN 10 S< OAF 15 T.O. 1 DRAIN S Oe I S O'oc 3 5 Oe S O, oCC S Oe zo 2 I I I 2 / 2 1 I 2 18 3 28' -0" 23'4" 23'4" 3 T.O. PARAPET T.O. PARAPET T.O. PARAPET 12' -0 3/8" 4' -5" 11' -10 318" 4' -2" 15' 6 3/8" 4' -6" 26-0" T.O. PARAPET a N M K J H G F D ROOF PLANA3SCALE: 1/8" = 1' -0" f:? 10 11 G; 12 0 m a 0 a 3' -2" 3 11 A403 -Al2 © CONDENSING UNIT (CU -1) AND EQUIPMENT PAD ON ROOF. SEE ROOF / Lei PLAN RE: MEP - 101. N F© VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, G 0FLASHINGPERD7 -A501. ( FOR HAND DIP STORES ONLY,) . µN® TRASH ENCLOSURE ROOF, REFER TO CIVIL DWGS. Uj w a ! , a 28' -0" Q DRAFT CURTAIN BELOW, REFER TO DETAIL K9/A105 Q li v 20'- 91/2" T.O. PARAPET O W IQ m WHO18 LU Z_ A401 - A5 Q F J J W r A401 - All NIT LU r 6 - 0" T -0" I 8'- 6" s F r-( s 13 26- 0" T.O. PARAPET I II B A Zo 14 1. 0 C v CHRISTOPHER K. DOERSCHLAG N0 r_ 23^ O -_.- MAY 2 3 20W REVISIONS C Q PC1 04 -30 - 07 CB1 05 -04 - 07 0 FD1 05 -18 - 07 Q PC2 05 -24 - 07 c 0 0 D 0 0 0 APr ROVED 0 i 1!A: - ISSUANCE SCOTT FAZE KAS & ASSOCIATES, INC. DATE PROTOTYPE have en rev eva d fo Aherence to the 107 X 163 ti, itede ord e. Au ` orizat on is STORE NUMBER ovs Y ail ap su ea dirg permit pel, ding s s an ^e o gran::: c a ?e`r t basedonovabotrleseplanssIIImotb2co str WD PROJECT NUMBER nit o a ,prove any vwla ^icn of the a l cable RAIPD0001LLodesoordace AOv'hOf'i y C t -viF,C 6c' caOn p!rt.`te prov ;sjo,'?s f SIVh oces sn l oe V ai:d P S O S ch O fi 0 A105 Ow 15 16 YfwuNsn. •9 : _- \ \ \ \il oWY i:Nff'fe> \ \ \ \ \ \\ P,a\\\ @i#. 4. \y \ \ \ \ \\U\,:,,< N \ \\ \.,, W L l G F r:j C 1 2 I 3 I 4 I 5 ( 6 I 7 I 8 T.O. PARAPET Z " A.F.F. --- - - - - -- T.O. CANOPY 10 A.F.F- - - - - -- FINISH EXTERIOR ELEVATION - SHORT SIDE FRONT - NORTH 1/8" = 1' -0" T.O. PARAPET 28' -0" A.F.F. AT.O PARA_PET 220FF.F.- - -- T.O. CO_R_NICE 720' -0 -0" A.F.F T.O. SIG_N_BAND 1 3' -0" A.F.T. - - B.O. SIG_N_BAND 10' -0" A.F.F. E 1 EXTERIOR ELEVATION - LONG SIDE REAR - WEST SCALE: 1/8" = 1' -0" T O. PARAPET 28-0 T.O. CANOPY 23' -0" A.F.F. — - - T 0. CANOPY X15- 0 "A.F.F. B O. CANOPY X10' -0-0" A.F.F. T.O. WAINSCOT AEXTERIOR ELEVATION - LONG SIDE FRONT - EAST l SCALE: 1/8" = 1' -0" 1 1 2 3 1 4 5 7 B.O. SIGN BA 1IT0" A.F.F. 10 11 12 13 14 16 0 3.3 T.O. PARAPET 2.2 2.0 28' -0' A.F.F. 1.0 T.O. PARAPT 2 2 24'-0" A.F.F. 26 T.O. . PARAP 20'-0' A.F.F. B.O. SIGN BA 1IT0" A.F.F. 10 11 12 13 14 16 0 3.3 EG -1 3.0 2.8 2.6' o EG -2 2.2 2.0 1.8 1.0 v 26 2 2 22 15 26 KEYED NOTES: 29' 0" I I ¢ I I P' I 18 ¢ 27 16 ELECTRICAL DRAWINGS. W OEXTERIOR SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID T.O. PARAPET PC1 04 -30 -07 BLOCKING AS REQUIRED. CB1 05 -04 -07 O PROVIDE METAL DRIP EDGE ABOVE DOORS. 2 OROOF SCUPPER FOR DETAIL. RE: A10 -A501. A RAIPD0001 O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. W O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G 28, A.F.F. TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO J JLV COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION r W AND PLUMBING DRAWINGS, O WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). 0" tea 11 REMOTE DRIVE THRU. SYSTEM. 12 6" HEIGHT IN LETTERING WITH BUSINESS NAME AND SUITE NUMBER. F 13 EXIT ONLY" SIGN. r• 6" BOLLARD - RE: F5 -C206. 15 R IITjE I — — — . •. i ' Iwwo t'Ioi i r N ' _'N a 0- td ilI iAIN11 A1i1U AF > P -16 1 II STN -1 M® L P -14 I I STN -1 v TYR I P -16 I EXTERIOR ELEVATION - SHORT SIDE REAR - SOUTH SCALE: 1/8" = 1' -0" 11 STN -1 i j LQ TYP. T_O.PARAPT26' -0' A.F.F. T_0. CANOPY CP -1 19' -0" A.F.F. T.O. CANOPY15-0" A.F.F. l B.0_CANOY10' -0" A.F.F. STNA 5 T.O. WAINSCOT 3'-4" FINISH FIL 0' -0" T_O PARAPET 28'7T A.F.F. T.O. A.F.F. 26' -0" A.F.F. T.O. CANOPY19'- 0 "A.F.F. T.O. WAINSCY 3'-4" 13 STN -1 P-14 16 City ®4' Lake Elsinore Planning Division Approval Approved BY: 14 STN -1 L J GENERAL NOTES: A. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE. V) B. SEE SHEET A-802 FOR WINDOW TYPES. L / H KEYED NOTES: II II II II I Ii OOUTDOOR WALL MOUNTED (DECORATIVE) LIGHTS, REFER TO SAY 23 z00? ELECTRICAL DRAWINGS. W OEXTERIOR SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID Q PC1 04 -30 -07 BLOCKING AS REQUIRED. CB1 05 -04 -07 O PROVIDE METAL DRIP EDGE ABOVE DOORS. 2 OROOF SCUPPER FOR DETAIL. RE: A10 -A501. A RAIPD0001 O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. W O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO J JLV COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION r W AND PLUMBING DRAWINGS, O WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). 10 tea 11 REMOTE DRIVE THRU. SYSTEM. 12 6" HEIGHT IN LETTERING WITH BUSINESS NAME AND SUITE NUMBER. F 13 EXIT ONLY" SIGN. r• 6" BOLLARD - RE: F5 -C206. 15 CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS. 16 CMU WALL WITH STUCCO FINISH. 17 REVEAL, REFER TO A401 -K1 18 METAL FRAME WITH STUCCO FINISH. REFER TO SHEET A803 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E BY EAGLE ROOFING #3124 "BURNT ORANGE BROWN FLASHED ". ICBO NO. ER -4660. 20 CONCRETE CURB, REFER TO DETAIL A501 -Ai 21 WOOD SHAPE PARAPET 22 APPROXIMATE LINE OF ROOF. VERIFY WITH STRUCTURAL DWGS. 23 INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60" A.F.F. FROM CENTER OF THE SIGN. REFER TO SHEET A.002 AND A630 DETAIL K10 24 ADDRESS NUMERALS, 24" IN HEIGHT. DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED P -15. 25 REFER TO DETAIL A401 -E1. D FEF[ tea• dal 1 i i•q Cg 1 piiiL^ 7 x:` ig C C^ L I7 IfG1!=s_'jei S e I t•1 II.L i i..' aS_, ra'l I I' e1: 1 P -14 I I STN -1 v TYR I P -16 I EXTERIOR ELEVATION - SHORT SIDE REAR - SOUTH SCALE: 1/8" = 1' -0" 11 STN -1 i j LQ TYP. T_O.PARAPT26' -0' A.F.F. T_0. CANOPY CP -1 19' -0" A.F.F. T.O. CANOPY15-0" A.F.F. l B.0_CANOY10' -0" A.F.F. STNA 5 T.O. WAINSCOT 3'-4" FINISH FIL 0' -0" T_O PARAPET 28'7T A.F.F. T.O. A.F.F. 26' -0" A.F.F. T.O. CANOPY19'- 0 "A.F.F. T.O. WAINSCY3'-4" 13 STN -1 P-14 16 City ®4' Lake Elsinore Planning Division Approval Approved BY: 14 STN -1 L J GENERAL NOTES: A. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE. V) B. SEE SHEET A-802 FOR WINDOW TYPES. L / H KEYED NOTES: OOUTDOOR WALL MOUNTED (DECORATIVE) LIGHTS, REFER TO SAY 23 z00? ELECTRICAL DRAWINGS. W OEXTERIOR SIGNAGE, SEE ELECTRICAL DRAWINGS. PROVIDE SOLID Q PC1 04 -30 -07 BLOCKING AS REQUIRED. CB1 05 -04 -07 O PROVIDE METAL DRIP EDGE ABOVE DOORS. 2 OROOF SCUPPER FOR DETAIL. RE: A10 -A501. A RAIPD0001 O BOLLARD - RE: C -206 AND A-603 FOR SIZE AND LOCATION. W O EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. G OSPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA. G.C. TO J JLV COORDINATE WITH SPRINKLER CONTRACTOR. SEE FIRE PROTECTION r W AND PLUMBING DRAWINGS, O WATER HEATER DRAIN LINES (RE: P -101 ). OEXHAUST FAN LOUVER (RE: M101). 10 USERC PANEL, REFER TO ELECTRICAL PLAN. 11 REMOTE DRIVE THRU. SYSTEM. 12 6" HEIGHT IN LETTERING WITH BUSINESS NAME AND SUITE NUMBER. F 13 EXIT ONLY" SIGN. 14 6" BOLLARD - RE: F5 -C206. 15 CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS. 16 CMU WALL WITH STUCCO FINISH. 17 REVEAL, REFER TO A401 -K1 18 METAL FRAME WITH STUCCO FINISH. REFER TO SHEET A803 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E BY EAGLE ROOFING #3124 "BURNT ORANGE BROWN FLASHED ". ICBO NO. ER -4660. 20 CONCRETE CURB, REFER TO DETAIL A501 -Ai 21 WOOD SHAPE PARAPET 22 APPROXIMATE LINE OF ROOF. VERIFY WITH STRUCTURAL DWGS. 23 INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60" A.F.F. FROM CENTER OF THE SIGN. REFER TO SHEET A.002 AND A630 DETAIL K10 24 ADDRESS NUMERALS, 24" IN HEIGHT. DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED P -15. 25 REFER TO DETAIL A401 -E1. D 26 ROOF TOP MECHANICAL UNITS. EQUIPMENT SHALL BE PROPERLY SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. 27 DECORATIVE EIFS CORNICE. REFER TO DETAIL A401 -A1. 28 TRASH ENCLOSURE. REFER TO DETAIL C201 -03 A' OV_D vF0R M ISSUANCE oCOTf FAZ =KAS a ASSOCIATES, INC. Y DATE o r dens h6ve , -Pn rev W d for adherence tc the cod ord ce Authorzation is Mdd t, s,ue `, i- g permit pending e i,a, ,a n c or gran* y c.i a permit based onplans5naunotbaconstruedto psrm t or an rove any v,o.atlon of the applicablegNopermitp,-esumed tocodesororT€ ante. ave liamority to \4.4he cancel the provisions of such x'A Shall 'u a ,d. ffl 4TM paners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento LEGEND: EG -X INDICATES EXTERIOR GRAPHIC LOCATION A2 01 w XX -1 MATERIAL CALL OUT TAG. SEE A -803 15 16 W V) Z DOERSCHLAG L / N V• > y SAY 23 z00? r W V REVISIONS Q PC1 04 -30 -07 Q CB1 05 -04 -07 FD1 05 -11 -07 2 w A RAIPD0001 W TO W Z I.L QJ JLV r W J LEGEND: EG -X INDICATES EXTERIOR GRAPHIC LOCATION A2 01 w XX -1 MATERIAL CALL OUT TAG. SEE A -803 15 16 CHRISTOPHER K. Z DOERSCHLAG O i NO Go I V• > y SAY 23 z00? r J REVISIONS Q PC1 04 -30 -07 CB1 05 -04 -07 FD1 05 -11 -07 O WD PROJECT NUMBER LEGEND: EG -X INDICATES EXTERIOR GRAPHIC LOCATION A2 01 w XX -1 MATERIAL CALL OUT TAG. SEE A -803 15 16 V Z O B' J PROTOTYPE W 107 X 163 STORE NUMBER O WD PROJECT NUMBER A RAIPD0001 W LEGEND: EG -X INDICATES EXTERIOR GRAPHIC LOCATION A2 01 w XX -1 MATERIAL CALL OUT TAG. SEE A -803 15 16 atz 1%MMMw11w=`fI \\a , 'MI " I , , .' .r,,,...°:.. 15678911213112341041516 zt: 7/8'3-LAYER STUCCO OVER aa METAL LATH AND BUILDING ft PAPER 30# FELT. M M 4.2 B 4.2 A AV—= 050 ALUMINUM CUSTOM STRAIGHT EDGE .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS LOCK FASCIA BY ATAS TOP OF MASONRY =E=3M=z=2MnME= TOP OF MASONRY 28'-0" A.F.F. Ll 7 ie OW, f 7/8" 3 LAYER STUCCO OVER METAL LATH AND 7/8" 3 LAYER STUCCO OVER METAL LATH ANDREVEALDETAILBUILDINGPAPER30# FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 1/2" PLYWOODK1SCALE: 6" 11-0" OVER 8" METAL STUDS @ 16" O.C. OVER 8" METAL STUDS @ 16- O.C. WWWW"Nt: awv" A 5/8" EXTERIOR GYP. BID. SHEATHING STONE VENEER WITH OVERGROUT V "t K INSTALLATION PER MANUFACTURER'S RECOMMENDATION 5/8" EXTERIOR GYP. BID. SHEATHING K III tz L4 FOAM SHAPED W MTL STUD @ 16" D.C. 7 t, MEDALLION V f fit MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS CHORD ANGLE, SEE STRUCTURAL DRAWINGS A401-E1 I A401-E1 T.O. STONE R22 RIGID INSULATION * R22 RIGID INSULATIONOL 4'-0" A.F.F 1 1/2" METAL DECK 1 1/2" METAL DECK T.O. PARAJT Al\\ T.O. PARAPIT ft " NF-20'-O' A.F.F. 20-0 A.F.F.11H HHHHHH! REFER TO STRUCTURAL REFER TO STRUCTURALOIL H1DETAIL SCALE. 1 1/2" = 1'.0" H I I I f§ H ROUGH SAWN WOOD "t REFER TO ELEVATIONS FOR FINISH 000, BAR JOIST - SEE STRUCTURALL BAR JOIST - SEE STRUCTURAL ft DRAWINGS 4DRAWINGS 35/8 MTL. STUD @ 16" O.C. f b B.O. SOFFIT 7 V VARIES THROUGH WALL FLASHING AND WEEPS 0 STEEL BEAM - RE: S102 G FOAM CORNICE G 431a c LAY IN ACOUSTIC CEILING SEE FOIL FACED FIBERGLASS R-15 BATT REFLECTED CEILING PLAN INSULATION x LAY IN CEILING — LAY IN ACOUSTIC CEILING SEE 0ff > REFLECTED CEILING PLAN T.O. STONE 13' -6" A.F.F. 71 LAY IN CEILING 13'-4" A.F.F. y 112 OL L 9 5/8" GYP. BID. 7 F > F A It FOIL FACED FIBERGLASS R-15 BATT INSULATION o ALUMINUM STOREFRONT SYSTEM 43/4" 4 1/4" 8" 5" 0 RE: A-802 FOR LOCATION OF OPAQUE 2 -10" STONE VENEER WITH OVERGROUT WINDOW FILM INSTALLATION PER MANUFACTURER'S RECOMMENDATION ROUGH SAWN WOODE ...... E REFER TO ELEVATIONS FOR FINISH INSULATED STOREFRONT GLAZING • d ft fCD PARAPET DETAIL kR xElSCALE: 1 1/2• V-0" x lfftfw'111 Ift'I 'Aw, "AMt, x 050 CUSTOM EDGE LOCK PRE FINISHED METAL FASCIA BY ATAS COMO-CAP ft IX BLOCKING AS A 03 x 6" MTL. STUD @ 16" O.C. 1/2" EXTERIOR GRADE xx REQUIRED > PLYWOOD INSULATED STOREFRONT GLAZING EXTERIOR GRADE GYP. D >< BD. SHEATHING A401—Hl D A CMU-SEE STRUCTURAL DRAWINGS THROUGH WALL SILL FLASHING AND WEEPS MARLITE SILL EXTEND MARLITE TO 02 FINISH FLOOR MARLITE ALUMINUM CORNER MOLDING A503METALSTUDS 1 1/2' 5' 5 1/1 T.O. STONE@16" D.C. 5/8" GYP. BID. (1.) KRAFT FACED FIBERGLASS R-15 BATTJ% fff 4'-0" A.F.F. - INSULATION MEMBRANE - ROOFINGROOFI 3 5/8" MTL. STUD @ 16" O.C. STONE VENEER WITH OVERGROUT 1 3'-4" INSTALLATION PER MANUFACTURER'S NO UP FOAM CORNICE > AND OVER PARAPET A > V x >1 RECOMMEND ATION FSTN -11.) KRAFT FACED FIBERGLASS R-15 BATT T.O INSULATION 35/8 MTL. STUD @ 16" O.C. bs CONCRETE CURB, REFER TO DETAIL A501-A1 CMU-SEE STRUCTURAL DRAWINGS C 2" 4 4- THROUGH WALL FLASHING AND WEEPS 5/8" GYP. ED. C FINISHED FLOORING RE: A102 FINISHED FLOORING RE: A102 7 iffift'- REINFORCED CONCRETE SLAB RE: S101REINFORCEDCONCRETESLABRE5101 1 PARAPET DETAIL VAPOR BARRIER VAPOR BARRIER x SCALE: 1 1/2" V-0" ft" CRUSHED STONE RE 5101CRUSHEDSTONERES101 OR GEOTECHNICAL REPORT + OR GEOTECHNICAL REPORT 050 CUSTOM EDGE LOCK FINISH FLOOR J'PPCf1ED A FINISH FLOOR061 - V, FASCIA BY ATAS PRE-FINISHED F 01-01, FOR ISSUANCE 01-0" METAL COPING z 1X BLOCKING AS SCOTT FAZEKAS &ASSOCIATES, 1 1 4 CAP REQUIRED DATE 11' 4 —se P ,t)s have ,,en reviewed for adherence to the B 4 I,_ " cod a A or-+ iance. Authorization is 4 m eu it ssie a bl j:;':-.g pe.mit pending 4 mv 1' all alpplioahk,ct y c'gC:)0.'3s. POURED CONCRETE SIDEWALK, 4 POURED CONCRETE SIDEWALK, SLOPE 2% PER I'e iss—ince or grant ng of a permit based DA503-A13 SLOPE 2% PER FOOT AWAYFOOTAWAYFROMBUILDINGproval (it these plans shad not be CCrlt,'Ljed oCMU - nerm! 4 FROM BUILDING SEE it or approve ary vi0!.1z'cn of t e ao'pIlcahie cccics or ordinance. IN,) permit presumes to giveDRAWINGS ' v'c:a' ut iority toA e or cancel the provisions of such FOAM CDR 10 5/8" EXTERIOR CMU-GROUT SOLID BELOW GRADE hal! be valid. CIMU-GROUT SOLID BELOW GRADE NICE GYP. BID. 10 SHEATHING CONCRETE FOOTING - SEE STRUCTURAL CONCRETE FOOTING - SEE DRAWINGS STRUCTURAL DRAWINGS A A A METAL STUDS 4 @ 16' O.C. V Al PARAPET DETAIL SECTION SECTION 1 1/2" V-0" A5 SCALE: 3/4" V-0" Al 1 SCALE: 3/4" = • -0" 2 3 4 5 6 8 9 10 11 12 13 14 15 16 t" "ttfftf, " , j NWAA WtffffffffAmwamm\ 'MWN'110\11f,9999 " Is%, "'aj ""t,"'I partners 28522852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento MAY 2 3 2007 REVISIONS ( El ri El 0 0 r-I 0 0 0 0 PROTOTYPE F_ 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPID0001 A401 LU Lo TOM Uj L) ew 0 Uj 0 LLI Cl) 0 F- LU Z Fx C/) j W MAY 2 3 2007 REVISIONS ( El ri El 0 0 r-I 0 0 0 0 PROTOTYPE F_ 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPID0001 A401 LU TOM MAY 2 3 2007 REVISIONS ( El ri El 0 0 r-I 0 0 0 0 PROTOTYPE F_ 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPID0001 A401 2 3 4 5 6 7 8 10 11 1 2 1371 1 AHH 9 14 15 16 ys ti M B 4.0 1.0 B 4.0 1.0 1.0 A503—K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS TOP OF MASONRY AL, 28'-0" A.F.F. L 050 ALUMINUM CUSTOM STRAIGHT EDGE A503—K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE d LOCK FASCIA BY ATAS LOCK FASCIA BY ATAS 7/8" 3 LAYER STUCCO TOP OF MASONRY TOP OF MASONRY 26' -0" A.F.F. 26' -0" A.F.F. 5/8" EXTERIOR GYP. BID. SHEATHING 5/8" EXTERIOR GYP. BID. SHEATHING 5/8" EXTERIOR GYP. BID. SHEATHING METAL FLASHING FELT UNDERLAYMENT BY OTHERS TOP OF FRAMING 23'4" A.F.F. oc ROOF TILE BIRDSTOP 4 MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET 8X2 WOOD STUDS MEMBRANE ROOFING UP AND OVER PARAPET PER STRUCTURAL THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS 7 CHORD ANGLE, SEE STRUCTURAL DRAWINGS xx CHORD ANGLE, SEE STRUCTURAL DRAWINGS PLYWOOD CHORD ANGLE, SEE STRUCTURAL DRAWINGS SHEATHING R22 RIGID INSULATION R22 RIGID INSULATION R22 RIGID INSULATION CI3\1 1 1/2" METAL DECK 1 1/2" METAL DECK 1 1/2" METAL DECK 1%011 \\ 110 x I METAL FLASHING METAL FLASHING METAL--- FLASHING FELT UNDERLAYMENT FELT UNDERLAYMENTTOPOFCANOPY TOP OF CANOPY1 REFER TO STRUCTURAL BY OTHERS OIL BY OTHERS I 19'-0" A.F.F. g 19' -0" A.F.F. ROOF TILE ROOF TILE BIRDSTOP BIRDSTOP - H H 8X2 WOOD STUDS 8X2 WOOD STUDS PER STRUCTURAL PER STRUCTURAL PLYWOOD PLYWOOD SHEATHING BAR JOIST - SEE STRUCTURAL SHEATHING BAR JOIST - SEE STRUCTURAL BAR JOIST - SEE STRUCTURAL DRAWINGS DRAWINGS DRAWINGS e 8" MTL. STUD @ 16" O.C. 1>1 7/8" 3 LAYER STUCCO OVER METAL LATH AND 1 7/8" 3 LAYER STUCCO OVER METAL LATH AND7/8" 3 LAYER ST LATH ANDSTUCCOOVERMETAL BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD METAL---- 7 F' META OVER 8" METAL STUDS @ 16" O.C. % OVER 8" METAL STUDS @ 16- O.C. OVER 8" METAL STUDS @ 16" O.C. FLASHING FLASHING G G LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN LAY IN CEILING LAY IN CEILING V LAY IN CEILING06 06 OL 13'-6" A.F.F. 13-6" A.F.F. 13'-6" A.F.F. 71 FOIL FACED FIBERGLASS R-15 BATT FOIL FACED FIBERGLASS R-15 BATTW. FOIL FACED FIBERGLASS R-15 BATTK INSULATION INSULATION INSULATION Al BOTTOM OF ARC 7OIL VARIES F 11 A503 —K1 T.O. STONE T.O. STONE 7 I>< 91 A.F.F. STONE VENEER WITH OVERGROUT 9'-4" A.F.F. J STONE VENEER WITH OVERGROUT x INSTALLATION PER MANUFACTURER'S INSTALLATION PER MANUFACTURER'S x RECOMMENDATION RECOMMENDATION Twil E I 7X 7 T >< 8- MTL. STUD @ 16" D.C. 8" MTL. STUD @ 16- O.C. CMU-SEE STRUCTURAL DRAWINGS x 7 D CMU-SEE STRUCTURAL DRAWINGS CMU-SEE STRUCTURAL DRAWINGS r A503 —K1 A503 —K1 0 5/8" GYP. BID. I 5/8" GYP. BID. 5/8" GYP. BID. All 3 5/8' MTL. STUD @ 16" D.C. 3 5/8" MTL. STUD 16" O.C. I I35/8" MTL. STUD @ 16" D.C. T.O. STONE T.O. STONE F 3-4" A.F.F. T-4" A.F.F. 1.) KRAFT FACED FIBERGLASS R-15 BATT (1.) KRAFT FACED FIBERGLASS R-15 BATT (1.) KRAFT FACED FIBERGLASS R -15 BATT 1 INSULATION INSULATION INSULATION CONCRETE CURB, REFER TO DETAIL A501-A1 C > THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS C FINISHED FLOORING RE: A102 FINISHED FLOORING RE: A102 FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 CRUSHED STONE RE:S1017 7.7 7 - I7 x OR GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT N11 x 11 APPROVED x FINISH FLOOR FINISH FLOOR PE.-iMIT ISSUANCE FINISH FLOOROL OL 01-01, 01-01, -r S 4 1 EKAS &ASSOCIATES a 0 1 a 4 01-0" 4 $ 4 1X41 DATE :Rln ese p!pns ave eenrevewe oradk-rence')*Ie des a-icl ordina.nc:e. Au-Lhcrizali , rLR3 \a \aa 'aal.Ua....a: mv. - .. lia \ i \ \\ \ \ .. . ..._ '-v..:. 1 vvva.eva .. , . M ,,1 ...... ... ... . .., .. ... v...x .. ..,.,., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 „ H 16 IM L J 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp_1 A502 -A7 — — G T.O.CA - - - 15-0-A .FF F .F. / d se L4 u'4d I I F I I I I E ffa7 F 0 B.O. CANOPY 10' -0" A.F.F. ROOF OVERFLOW PIPE TRIM PER MAUNFACTURERS SPEC. COLOR TO MATCH METAL SOFFIT OVER METAL STUCCO ALSSTUDS RAIN WATER LEADER TO STORM DRAIN, SEE CIVIL DRAWINGS FOR CONTINUATION AlSECTION AT DRIVE THRU CANOPY SCALE: 3/4" = 1' -0" 1 2 3 I 13 MEMBRANE ROOFING RIGID INSULATION 1 1/2" METAL DECK STEEL BEAM - RE: S -102 MTL. JOISTS AT 16" O.C. SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION EQ. LOCKING ACCESS PANEL REFERENCE SPECS. l METAL CEILING SYSTEM, SEE FINISH SCHEDULE d j SELF TAPPING SCREWS AT EACH LOCATION, TYP. i i RAINWATER LEADER I STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION 6" MTL. STUDS AT 16" O.C. 2.) 5/8" EXTERIOR GRADE PLYWOOD SHEATHING A502 -A2 CONCRETE CURB - SEE SITE DETAILS j e e. a 4 ° 4° d d ° a STONE VENEER WITH OVERGROUT d INSTALLATION PER MANUFACTURER'S 4 1 RECOMMENDATION d CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS WATER PROOFING ON WALL BEHIND CURB d dd CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS d ° ° A503 -K4 N EQ. I I A503 -D9 SEALANT AND BACKER ROD AT O DRAWER PERIMETER CONCRETE FILLED METAL BOLLARD, SEE PLANS FOR MORE INFORMATION ih 0 1 1/2" METAL DECK REFER TO STRUCTURAL - - - - - - N METAL CEILING SYSTEM SF-1 DOWN LIGHT FIXTURE, SEE V 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP -1 5/8" EXTERIOR GRADE GYP. BD. SHEATHING TOP OF PARAPET 287-0 A.F.F. -- -- - -- - - - -- - -- 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET R22 RIGID INSULATION W 1 1/2" METAL DECK REFER TO STRUCTURAL - - - - - - BAR JOIST STEEL BEAM HORIZONTAL REINFORCING SEE MATERIAL NOTES SHEET 5101 5/8" GYP. BD. FLASHING 16 GA. CLOSURE PLATE 1 I I(1) KRAFT FACED FIBERGLASS R -15 BATT INSULATION I18" LONG 8 "x8" ANGLE ITO PROTECT EXPOSED DIEBOLD TUBE CHORD ANGLE, SEE STRUCTURAL DRAWINGS BAR JOIST METAL DECK REINFORCED CONCRETE SLAB RE:S101 MEZZANINE FINISH FLOOR 10 =6" A.F.F 71 d BOTTOM OF BAR JOIST ---- - - - - -- 9' -4" A.F.F. ILAY IN CEILING A.F.F. ----------------- LAY IN ACOUSTIC CEILING i 3 5/8" MTL. STUD @ 16" O.C. i— i 5/8" GYP. BD. PAINT TYP. P$ OUTLINE OF TUBE AND TELLER TERMINAL BULLET RESISTANT STOREFRONT SYSTEM MANUALLY OPERATED DRIVE THRU SYSTEM SUPPLIED BY RITE AID AND INSTALLED BY MANUFACTURER. ALL EXPOSED SURFACES OF DRIVE -THRU UNIT TO BE "CLEAR ANODIZED" - UNIT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS AND IN COMPLIANCE W/ LOCAL ACCESSIBILITY CODES. 1) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CMU -SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT 5/8" GYP. BD. PAINT TYP. P -8 FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER RE: K1 / S -101 CRUSHED STONE RE: S -101 OR SEE GEOTECHNICAL REPORT FINISH FLOOR A401 -C1 — — I I I I I J METAL COPING C P -3 o N I O I I I 1 \ VARIES _ SEE PLAN w n j iv I UU U 4 - - -- - --------------- - - - Q,_0-- - e APPROVED Fag PEI ?MIT ISSUANCE SCO iT F 'ZEKAS & ASSOCIAT , INC. DATE se p :ns have teen reviewed fora h=rence to the code Ind ordinance. -:orization is ID ., anted tip issue a bu'iding emit pending prcvL: _>y all apMicable City agencies. POURED CONCRETE CURB, SLOPE 2 %PER a issuance off; granting of 2 permit based on FOOT AWAY FROM BUILDING proval of thesO, plans shall not be construed to it or appro'4 any violation of the applicable CMU -GROUT SOLID BELOW GRADE ces or ordinare. No permit presumed to give nority to violat or cancel the provisions of such CONCRETE FOOTING - SEE STRUCTURAL ^_es shall be vali DRAWINGS SECTIONAl2SCALE: 3/4" = 1' -0" 4 1 5 1 6 7 8 1 9 1 10 11 12 13 5 ". I I I A503-Gl 14 PARAPET WALL BEYOND 050 ALUMINUM CUSTOM EDGE LOCK FASCIA L BY ATAS CP 2 5/8" EXTERIOR GRADE PRESSURE TREATED PLYWOOD SHEATHING EXTERIOR GRADE GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET R22 RIGID INSULATION K TOP OF PARAPET 1 1/2" METAL DECK I REFER TO STRUCTURAL J BAR JOIST STEEL BEAM H WIRE AND HANGER TO BOTTOM CVAORD CF STRUCTURF_ A60`SE 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 112" PLYWOO OVER 4" METAL STUDS @ 16" O.C. FOIL FACED FIBERGLASS R -21 BATT G INSULATION GYP.BD. CEILING - -- 13'-6' A.F.F. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN F 3 1/2" MTL. STUD @ 16" O.C. COMPOSITE METAL PANEL SYSTEM TUBE STEEL BEAM - SEE STRUCTURAL DRAWINGS C RK4 W pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento W M LO METAL COPING C P -3 o N I O I I I 1 \ VARIES _ SEE PLAN w n j ivI UU U 4 - - -- - --------------- - - - Q,_0-- - e APPROVED Fag PEI ?MIT ISSUANCE SCO iT F 'ZEKAS & ASSOCIAT , INC. DATE se p :ns have teen reviewed fora h=rence to the code Ind ordinance. -:orization is ID ., anted tip issue a bu'iding emit pending prcvL: _>y all apMicable City agencies. POURED CONCRETE CURB, SLOPE 2 %PER a issuance off; granting of 2 permit based on FOOT AWAY FROM BUILDING proval of thesO, plans shall not be construed to it or appro'4 any violation of the applicable CMU -GROUT SOLID BELOW GRADE ces or ordinare. No permit presumed to give nority to violat or cancel the provisions of such CONCRETE FOOTING - SEE STRUCTURAL ^_es shall be vali DRAWINGS SECTIONAl2SCALE: 3/4" = 1' -0" 4 1 5 1 6 7 8 1 9 1 10 11 12 13 5 ". I I I A503-Gl 14 PARAPET WALL BEYOND 050 ALUMINUM CUSTOM EDGE LOCK FASCIA L BY ATAS CP 2 5/8" EXTERIOR GRADE PRESSURE TREATED PLYWOOD SHEATHING EXTERIOR GRADE GYP. BD. SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET R22 RIGID INSULATION K TOP OF PARAPET 1 1/2" METAL DECK I REFER TO STRUCTURAL J BAR JOIST STEEL BEAM H WIRE AND HANGER TO BOTTOM CVAORD CF STRUCTURF_ A60`SE 7/8"3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 112" PLYWOO OVER 4" METAL STUDS @ 16" O.C. FOIL FACED FIBERGLASS R -21 BATT G INSULATION GYP.BD. CEILING - -- 13'-6' A.F.F. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN F 3 1/2" MTL. STUD @ 16" O.C. COMPOSITE METAL PANEL SYSTEM TUBE STEEL BEAM - SEE STRUCTURAL DRAWINGS C RK4 W pners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 314" BACKER ROD @ SEALANT W M LO N METAL CEILING SYSTEM SF-1 DOWN LIGHT FIXTURE, SEE W V III, QO y2I.L A A py7r O H W Z Y Q J J W TOM CD W DOERSCHLAG CUSTOM CUT SOLID BLOCK SILL to J f No n_9 THROUGH WALL FLASHING AND WEEPS 314" BACKER ROD @ SEALANT 6" MTL. STUD AT 16" O.C. METAL CEILING SYSTEM SF-1 DOWN LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS A A py7rINSULATEDSTOREFRONTGLAZINGpo S D v CHRIS70PHERK ALUMINUM STOREFRONT SYSTEM DOERSCHLAG CUSTOM CUT SOLID BLOCK SILL f No n_9 THROUGH WALL FLASHING AND WEEPS to. CMU- EXPOSED FACE CMU -SEE STRUCTURAL DRAWINGS MAY 2.1 ?N? FOR REINFORCEMENT STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION REVISIONS THROUGH WALL FLASHING AND WEEPS C El FINISHED FLOORING RE: A102 El REINFORCED CONCRETE SLAB RE: S101 El VAPOR BARRIER El CRUSHED STONE RE: S101 El FINISH FLOOR -_ -_ 0 B s El O PROTOTYPE 107 X 163 POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING STORE NUMBER Uj CMU -GROUT SOLID BELOW GRADE A CONCRETE FOOTING - SEE STRUCTURAL WD PROJECT NUMBER DRAWINGS RAIPD0001 A'' J Q A403 15 16 M L 11111 G F E C r -I 0 a. .: \F \\\ \..a. ".' . \\ ... ss, `.s1:.. .....L:ixsxaxue xka .^a.a a.ac+ss' ..m N \\ \\ x. ..... .re. wF...\\`\il\\\ \ \........' . \ \v\ \' \\ u .as. aa„s xi. .- FO \ \a. \ \a ,.:OnF\\\\F ra.n......a4' \ate`., f' ka' \ ,,,,./ , -. aaae.." \'. F ..... .. .,.. ,.... ...F: \'F .... °:_a_aauxaaz \\` *: ypaa \\ c......... \\ " d?,A F\\\ F.. .... \ \\\`a%w\k sa""'\\\\\o c&aehx.k`a \ \ \\\ nk.. \a' .CF\ ,:A \\ \ \ \a \\ .. \. \,,,6' - -F\ -. \ aa, c ... -tea x v ... ................._.,,,._..._. .... ,':' \.. 4 5 ,,, r.F. a __,,,` 12 13 14 15 16 ate., \ ;:., > \ . 1 2 3 6 7 8: 9 10 11 A503 -K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP -1 TOP OF MASONRY AIK I} • • 26' -0" A.F.F. I5/8" EXTERIOR GYP. BD. SHEATHING I I 8" MTL. STUD @ 16" O.C. A503 —K1 T.O. STONE 9' -4" A.F.F. STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 B.O. STUD / T.O. WALL 8' -0" A.F.F. W PAINT TO MATCH ADJACENT WALL SURFACE 8' -0" CMU WALL FOR TRASH ENCLOSURE. REFER TO CIVIL DRAWINGS. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR IL d 0' -0" 4 a a d .VII d I POURED CONCRETE SLAB REFER TO CIVIL I DRAWINGS Al SECTION SCALE: 3/4" = 1' -0" PC1 3 4 CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 5 M I CB7 METAL FLASHING — FELT UNDERLAYMENT BY OTHERS ROOF TILE ------ — BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD---- METAL FLASHING 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp -1 TOP OF MASONRY ik 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK TOP OF CANOPY Ilk BAR JOIST - SEE STRUCTURAL DRAWINGS 6" MTL. STUD @ 16" O.C. 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN 0 LAY IN CEILING OL 13-6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION BOTTOM OF ARC rVARIES CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CBt METAL FLASHING - FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHING METAL FLASHING 0 A503 -K1 T.O. STONE 9' -4" A.F.F. J 0 A503 —K1 1 T.O. STONE 3' -4" A.F.F. Jr IN THROUGH WALL FLASHING AND WEEPS MEMBRANE ROOFING UP AND OVER PARAPET x THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 CHORD ANGLE, SEE STRUCTURAL DRAWINGS 7/8" 3 LAYER STUCCO OVER METAL LATH AND AB BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD R22 RIGID INSULATION REINFORCED CONCRETE SLAB RE:S101 M OVER 8" METAL STUDS @ 16" O.C. 1 1/2" METAL DECK METAL FLASHING N G C O FELT UNDERLAYMENT BY OTHERS Q LAY IN ACOUSTIC CEILING SEE TOP OF CANOPY CRUSHED STONE RE:S101 REFLECTED CEILING PLAN 19' -0" A.F.F. ROOF TILE LAY IN CEILING O W BIRDSTOP FINISH FLOOR n p FOIL FACED FIBERGLASS R -15 BATT INSULATION 8X2 WOOD STUDS \ \ PER STRUCTURAL OL 0' -0" d aEq 1, PLYWOOD \ SHEATHING F BAR JOIST - SEE STRUCTURAL l DRAWINGS d F 7/8" 3 LAYER STUCCO OVER METAL LATH AND METAL FLASHING APPROVED a BUILDING PAPER 30# FELT OVER 112" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. FOR PERMIT ISSUANCE Q COTT FAZEKAS & ASSOCIATES, IN . J LAY IN ACOUSTIC CEILING SEE a POURED CONCRETE SIDEWALK, SLOPE 2% PER ad d FOOT AWAY FROM BUILDING v DATE d REFLECTED CEILING PLAN ns have been reviewed for adhe rice to the 0 LAY IN CEILING 13' -6" A.F.F. lose p tic. e codes and ordinance. Authoriza Ion I FOIL FACED FIBERGLASS R -15 BATT INSULATION et), :anted to issue a buiftling permit pending 8" MTL. STUD @ 16" O.C. A503 —K1 T.O. STONE 9' -4" A.F.F. STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 B.O. STUD / T.O. WALL 8' -0" A.F.F. W PAINT TO MATCH ADJACENT WALL SURFACE 8' -0" CMU WALL FOR TRASH ENCLOSURE. REFER TO CIVIL DRAWINGS. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR IL d 0' -0" 4 a a d .VII d I POURED CONCRETE SLAB REFER TO CIVIL I DRAWINGS Al SECTION SCALE: 3/4" = 1' -0" PC1 3 4 CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 5 M I CB7 METAL FLASHING — FELT UNDERLAYMENT BY OTHERS ROOF TILE ------ — BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD---- METAL FLASHING 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp -1 TOP OF MASONRY ik 26' -0" A.F.F. 5/8" EXTERIOR GYP. BD. SHEATHING 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK TOP OF CANOPY Ilk BAR JOIST - SEE STRUCTURAL DRAWINGS 6" MTL. STUD @ 16" O.C. 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD OVER 8" METAL STUDS @ 16" O.C. LAY IN ACOUSTIC CEILING SEE REFLECTED CEILING PLAN 0 LAY IN CEILING OL 13-6" A.F.F. FOIL FACED FIBERGLASS R -15 BATT INSULATION BOTTOM OF ARC rVARIES CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CBt METAL FLASHING - FELT UNDERLAYMENT BY OTHERS ROOF TILE BIRDSTOP 8X2 WOOD STUDS PER STRUCTURAL PLYWOOD SHEATHING METAL FLASHING 0 A503 -K1 T.O. STONE 9' -4" A.F.F. J 0 A503 —K1 1 T.O. STONE 3' -4" A.F.F. Jr IN THROUGH WALL FLASHING AND WEEPS x FINISHED FLOORING RE: A102 7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD REINFORCED CONCRETE SLAB RE:S101 M OVER 8" METAL STUDS @ 16" O.C. N G VAPOR BARRIER O Q LAY IN ACOUSTIC CEILING SEE CRUSHED STONE RE:S101 REFLECTED CEILING PLAN Q OR GEOTECHNICAL REPORT LAY IN CEILING O W 13' -6" A.F.F. FINISH FLOOR n p FOIL FACED FIBERGLASS R -15 BATT INSULATION OL 0' -0" d aEq E/ F J J W d F APPROVED a FOR PERMIT ISSUANCE Q COTT FAZEKAS & ASSOCIATES, IN . J STONE VENEER WITH OVERGROUT a POURED CONCRETE SIDEWALK, SLOPE 2% PER ad d FOOT AWAY FROM BUILDING v DATE d ns have been reviewed for adhe rice to the E' lose p tic. e codes and ordinance. Authoriza Ion I et), :anted to issue a buiftling permit pending prova y all applicable City agencies. I CMU -GROUT SOLID BELOW GRADE m''. a issuance or granting of a permit based onnotbeconstruedtoprovaooftheseplansshalloftheapplicableCONCRETEFOOTING - SEE STRUCTURAL hermit Or approve any v;o'ationNopermit presumed to giveDRAWINGScodes & ordinance. the provisions of suchautnoritjtoviolateorcancel codes shall be valid. a\\\ea:.*.." \\\\ a...*.'.<w\\\\\ca\\\ .......... n.rs,. •- F........... ...... .. ,.. .. F.a. ......... ... a0o\\F\\\\\\\\\\\\\\\\a'k.\ ,.,. .... .. _. \m\F A SECTION SECTIONAl2SCALE: 3/4" = 1' -0" SCALE: 314" = 1' -0" 6 7 8 9 1 10 11 1 12 13 I I M J 050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS CP -1 TOP OF MASONRY 28' -0" A.F.F. — 7/8" 3 LAYER STUCCO 5/8" EXTERIOR GYP. BD. SHEATHING rC ll•]:L1LIn[c? 23' -4" A.F.F. Y MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS CHORD ANGLE, SEE STRUCTURAL DRAWINGS R22 RIGID INSULATION 1 1/2" METAL DECK REFER TO STRUCTURAL M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago L Columbus Dallas Los Angeles Miami Sacramento K W BAR JOIST - SEE STRUCTURAL DRAWINGS W7/8" 3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30# FELT OVER 1/2" PLYWOOD M OVER 8" METAL STUDS @ 16" O.C. N G Q O Q LAY IN ACOUSTIC CEILING SEE W f 1VREFLECTEDCEILINGPLANQW LAY IN CEILING O W 13' -6" A.F.F. W n p FOIL FACED FIBERGLASS R -15 BATT INSULATION W Y Z E/ F J J W Von Q J STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN -1 E' 6" MTL. STUD @ 16" O.C. CMU -SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. 3 5/8" MTL. STUD @ 16" O.C. 1.) KRAFT FACED FIBERGLASS R -15 BATT INSULATION CONCRETE CURB, REFER TO DETAIL A501 -A1 THROUGH WALL FLASHING AND WEEPS FINISHED FLOORING RE: A102 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT FINISH FLOOR POURED CONCRETE SIDEWALK, SLOPE 2% PER FOOT AWAY FROM BUILDING CMU -GROUT SOLID BELOW GRADE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 14 15 16 D v CHRISTOPHER K. t13 Doc`RSG:i{SG C -23209 RE REVISIONS C 0 CB1 05 -04 -07 El El B' O PROTOTYPE 107 X 163 STORE NUMBER LU U) ,w WD PROJECT NUMBER A RAIPD0001 Q A404 3tzM U-4 0 ..... . 7 8 12 1 14 15 16123. 4 5 6 '7= 10 1/2" DIA. STEEL BAR C45.4 STEEL Q WELDED TO ANGLE @ 4' O.C. CHANNEL FRAME WELDED HATCH OPENING ABOVE HOLES FOR PAD LOCK SUPPLIED BY RITE AID Mt PAD LOCK SPLICING CEMENT WATER CUT-OFF MASTIC M a SUPPLIED BY RITE AID IN-SEAM SEALANT STAINLESS STEEL CLAMPING RING 114' STEEL PLATE LAP SEALANT PRE-MOLDED PIPE SEAL DRAIN EXTENSION GUIDE WELDED AT FACE OF ROOFING MEMBRANE CHANNEL FLANGE BELOW — 3/4" DIA. HOLES DRILLED IN FRAME SEE SPECIFICATIONS ROOF DRAIN OVERFLOW DRAIN ROOFING MEMBRANE t 11 POLY ISOCYAN U RATE INSULATION TAPERED INSULATION 1.0 4.0 L3x2x114" CONCRETE DECKING OR STEEL METAL DECK - SEE STRUCT. DWGS A DECKING 3" MAX 2" MIN. PIPE PENETRATION V T_T_T T I L L PLAN VIEW NOTES: L 1. PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP 112" DIA. STEEL BAR C4x5.4 STEEL CHANNEL FRAME EDGE, REGARDLESS OF PIPE DIAMETER. DRAIN SUMP RECEIVER ON WELDED TO ANGLE @ 4' O.C. WELDED HATCH OPENING ABOVE ROOF DECK 2. APPLY IN-SEAM SEALANT 1/2" INCH FROM INSIDE EDGE OF PIPE SEAL FLANGE. TO STORM DRAIN SYSTEM UNDERDECK CLAMP L3x2xl/4" 3. DECK FLANGES OF THE PREMOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED, CUT OR APPLIED OVER ANY ANGLE DISCHARGES CHANGES. ONTO DRIVE THRU OR HOLES FOR PAD LOCK 44' SIDE WALK AT ENTRY SUPPLIED BY RITE AID SEE A7 I A-502 11 PAD LOCK al SUPPLIED BY RITE AID 3/4" DIA. HOLES DRILLED IN FRAME K 050 ALUMINUM CUSTOM STRAIGHT EDGE 1/4" STEEL PLATE GUIDE WELDEDA503K13 SECTION LOCK FASCIA BY ATAS AT FACE OF CHANNEL FLANGE m' "tttt 'ttaaM 1, . .......... t 11*1A11'\\ _Mw k ROOF DRAIN AND OVERFLOW DRAIN DETAIL 23'-4" A. F.F. TOP OF MASONRY BURGLAR BAR DETAIL GAS PIPE PENETRATION DETAIL tttt K1 SCALE: 1 1/2"=I.-011K7SCALE: 3"=V-0" 10 SCALE: 1"=V-0" 3 Atl:tW ' ..... ... 5/8" EXTERIOR GYP. ED. SHEATHING ......... . 7/8" 3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS GAS PIPE SEE PLUMBING DRAWINGS H-91P202 ROOF TOP UNIT tz" CHORD ANGLE, SEE STRUCTURAL DRAWINGS WIDE GASKET FOR CURB FRAME AND ALL DUCT SUPPORT MTL. COVER R22 RIGID INSULATION SURFACES 1" MI PRESSURE-SENSITIVE POURABLE SEALANT COUNTER SLOPED SHEET METAL ROOF CAP - POCKET POURABLE11/2" METAL DECK INSULATE I T DFLASHING ROOFTOP UNIT BASE RAIL PROVIDEINTEGRAL2XP.T. WOOD SEALER FLASHING AND COUNTERFLASHINGNAILER SEALANT LAP SEALANT % EM x iiin Iiii!H111 a REFRIGERANT PIPE ORPREFABRICATEDCURB WITH RIGID INSULATIONREFERTOSTRUCTURAL ELECTRICAL CONDUIT THRU SIDE ROOF CURB UNIT BY ROOF TOP UNIT MANUF. OF CURBATTACHTOBLOCKING W/ FACTORY SUPPLIED BURGLAR BARS 2 RUN ROOFING UP CURB WRAP ROOFING UP CURB AND M AND SEAL SEAL CRICKET AS REQUIRED MEMBRANE ROOFING H Z J HHOH HIM ROOF DECK 7 77 7 ROOF INSULATION P.T. WOOD BLOCKING ATTACHED ROOF INSULATION BAR JOIST - SEE STRUCTURAL TO DECK WOOD BLOCKING 6 MIN. PENETRATIONS 0 DRAWINGS PIPE CLAMP at 12" MAX ;0 0 ATTACHED TO DECK NOTES: CUT AND PATCH ROOF AND MAINTAIN OWNER STEEL FRAME, ALL SIDES OF ROOF ROOFING BOND. INSTALL CURB PER OPENING PIPE WRAP INSULATION TO STOP INDIVIDUAL 6" MIN. SEE STRUCTURAL DRAWINGS PENETRATIONSMANUFACTURERINSTALLATIONREQUIREMENTS. WHERE POURED SEALER & DECK MAX. STEEL JOIST FOR PIPE & 12" MAX.. PENETRATION START. 7 SEE STRUCTURAL DRAWINGS ELECTRICAL A GG x LAY IN ACOUSTIC CEILING SEE 0. REFLECTED CEILING PLAN "'ttttt'zz'M M "'tMVENNANEW 'M N\affw 11 "'MRRMWWW 0 tt" M, ttk"""ttU, 41FT.6. REVEAL PIPE CURB DETAIL ROOFTOP UNIT CURB DETAIL PITCH POCKET DETAIL (ALT. FOR G7/A-501) A&3-G9\ LAY IN CEILING 13' -L 13'-6" A.F.F. 7 SCALE: 1 "=1'-0" G 10 SCALE: I"=I'-O" IG13 SCALE: 1 1/2"=V-0" Well Ut, m"MIMMOOMM4 M, %0\00=t' w, B.O. RFV_EZ METAL U . .... t.'VWM"Xi, 'tlw'RM M 0409'Mll COVER BILCO LADDER FOIL FACED FIBERGLASS R-15 BATT UP SAFETY POST LU-1 4,4INSULATIONSEALANTMETAL NEOPRENE DRAFT SEAL LINER PADLOCK EYE S.S. FLASHING AND WATCH LAP SEALANT STRIKE (CADMIUMPREMOLDEDFLASHINGINSULATION F PLATED) INSIDE LATCH RELEASESCHEDULE40PVCMAX. 4" DIA. FLASHING MIN. 2" DIA. RIGID INSULATION WATER CUT-OFF MASTIC MEMBRANE SPLICING CEMENT METAL CURB INSULATED STOREFRONT GLAZING ROOFING MEMBRANE BASE AL HINGE FLASHING ARM PRE-MOLDED PIPE SE LAP SEALANT 10'-0" ALUMINUM STOREFRONT SYSTEM CRICKETT.O. _cTf_U STAINLESS STEEL CLAMPINGBRICKSILLW/ SAWCUT TOP 1/2":12" LADDER SPLICING x SLOPE RING CEMENT SPLICING CEMENT SPLICING CEMENT LAP SEALANT tt- LAP SEALANT ROOFING MEMBRANE LAP SEALANT 5X4 STL. ANGLE EPDM MEMBRANE ECLAMPOROTHERWISE ANCHOR PIPING TO ROOF INSULATION1 0FRAMINGATTWOLOCATIONS INSULATION F0000BARJOIST METAL ROOF DECKING SLIDING METAL BURGLAR BARS W1 LOCK - SET IN CHANNELS WELDED TO 0 _ j CMU-SEE STRUCTURAL DRAWINGS ADJACENT STRUCTURE N RE: KTA-501 4"x6" PULL BOX F SUPPORT BRACKET P D 3' -6" MIN own= VENT PIPE DETAIL ROOF WIRE CHASE DETAIL ROOF HATCH DETAIL5/8" GYP. BID. SCALE: 1 1/2"=1'.0" T SCALE: V=V-10" SCALE: 1 112"=V-0" D 7 'D1 0 D13 3 5/8- MTL. STUD 16' O.C. PPR ED a FOR = Rt.1;Tj17 SSUANCE SOO FAZ S & SOCI1.) KRAFT FACED FIBERGLASS R-15 BATT ATES, INC. T.O. STONE INSULATION C,#E3'4" A.F.F. y ri'ins have been reviA",vpd for adherence to the Codes an ordit-- x THROUGH WALL FLASHING AND WEEPS i-Ince. Authorization is CntedtoissueaIBYATAS )ujid!ng Permit pendirWOFDRAIN plova, gy all applicable CiVkP )a,gancies. FINISHED FLOORING RE: A102 ( kFLASHINGCOLLAR DOUBLE LINED or granting f a permit based onREINFORCEDCONCRETESLABRE:S101 prov,.; (It those plans sFLUE11/2" not be construed I w or approve any viol tion Of tile applicabloOOFING MEMBRANEVAPORBARRIERcodesorordinance. No p' violate or cancial -he provisions of g1vaOrmitpresumed I urried jo su - jkAPERED INSULATIONCRUSHEDSTONERE:S101 ,Odes shall e valid. OR GEOTECHNICAL REPORT FINISH FLOOR 2" DRIP 5/8" EXTERIOR GRADE GYP. BID. 4 Z4 01-01, METAL FLUE SHEATHING BOOT NEOPRENE BACKER ROD PRESSURE TREATED WOOD NAILER A LAP SEALANT, UNCURED ELASTOFOAM LAP ROOFING INTO 3" MAX E3 FLASHING AND WATER CUT-OFF MASTIC SCUPPER BOX, FLASH BANDSEAL METAL FLASHING TREATED WOOD BLOCKING EPDM FLASHING METAL DECK DRAIN LINE MEMB. 0 2"DRIPPOUREDCONCRETESIDEWALK, SLOPE 2% PER ROOFING ON 4 FOOT AWAY FROM BUILDING RIGID INSUL. LAP SEALANT UNDERDECK CLAMP o S CLAMPS AS REQUIRED SEALANT 7/8" STUCCO TO STORM CMU-GROUT SOLID BELOW GRADE a MEMBRANE ROOFING DRAIN SYSTEM aCONCRETEFOOTING - SEE STRUCTURAL ROOF DECKING 3 5/8" X 16 GA. MTL. STUD @ 16 RUBBER VOID D.C. DRAWINGS CLOSURE @ ALL Z' RIGID INSULATION AOPENINGS A METAL DECK FLASHING ED CURB INSULATION LOCKING ROOFTOP C W/ WRAP SE kg M11Z110 Al ECTION FLUE PIPE DETAIL WALL SCUPPER DETAIL ROOF DRAIN DETAIL SCALE: 3/4"=V-0" 'A10 A13 SCALE: 1112 " =1' -0" 1 A7 SCALE: 1 1/2"=l'-O" SCALE: 1"=l'-O" 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 t"F'J L."mmm"w","wo, aw, 11- partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a i "VA L : DOERSCHLAG oay 23 200-/ REVISIONS Uj CD M Z LO U LU 1 Uj Z 0 Uj w LLI C/) 0 107 X 163 Uj Z LU WD PROJECT NUMBER RAIPD00011 j LLI TOM 0) LLI JT-- a i "VA L : DOERSCHLAG oay 23 200-/ REVISIONS Z 0 U LU 1 Z PROTOTYPE 107 X 163 STORE NUMBER LU WD PROJECT NUMBER RAIPD00011 LL 0 0A501w t.kk ... .... . 2 3 4 5 7 8 9 10 2 13 14 15 kkkkkkk 16 ki kz OL INTERIOR ALUMINUM STOREFRONT SYSTEM. kk 9112" tn' ALL METAL STUDS ICBO #4943 5/8" GYP. B k ID k WALL FINISH AS SCHEDULED k *R-15MCMU- SEE STRUCTURAL DWGS k, 21-01P BATT INSULATION M 5/8" GYP. BD AIR INFILTRATION BARRIER LINE OF CMU SILL k R-15 3 1/2" MTL. STUD AT 16" O.C. ALUMINUM STOREFRONT BATT INSULATIO SYSTEM A tt, WINDOW SILL BELOW T.S. COL. (TYP.) bile 9 k, 2 SEE STRUCT. DINGS MTL. STUD @ 16" O.C. 24 GAUGE BRUSHED 2'-0" 1 1 12" SINGLE LOCK SEAM, POSITION ON LESS 5/8" GYP. BD STAINLESS 2STEELCOLUMNCOVER SEALANT AIR INFILTRATION BARRIER 60.0, z 7/8" 3 LAYER STUCCO OVER METAL LATH AND VISIABLE SIDE OF FROM FLOOR TO 72" A.F.F. BUILDING PAPER 30# FELT OVER 112" PLYWOOD COLUMN OVER 8" METAL STUDS @ 16" O.C. L SYSTEM Lk" I & . ALUMINUM STOREFRONT 3 1/2" MTL. STUD AT 16" O.C. J-MOLD" OL U_ LINE OF PARAPET COPING BEYOND INSULATED STOREFRONT 518" GYP. BD GLAZING C14 k, BACKER ROD SEALANT ALUM. CLIP ANGLE (TYP.) _41 SEALANT N' ZISULATED STOREFRONT INFILTRATION BARRIER ALUMINUM GLAZING STOREFRONT SHIM AS REQUIRED a SYSTEMSTEELTUBECOLUMN6" METAL STUDS RE: A5/ S-201 FOR COLUMN @ O.C. MASONRY OPENPG SIZE > K MEMBRANE ROOFING K BACKER ROD & SEALANT CMU SEE STRUCTURAL CZ ZI 71 7 DRAWINGS FOR RERP-10131/2" V-8 1/2" REINFORCEMENT INSULATED STOREFRONT G REFER TO EXTERIOR SHIM AS REQUIRED ELEVATION FOR FINISH < MASONRY 2'-41/8" 2' -01/2" 2'- 61/4" AND MATERIAL 2'-8- BACKER ROD & SEALANT CMU SEE STRUCTURAL DRAWINGS FOR k\ REINFORCEMENT REFER TO EXTERIOR ELEVATIONS FOR Nx FINISH AND MATERIALS kk Ita"kkkkkk kkk k;, `kk] t k-11 , , .......................... . ENTRY FACADE BASE DETAIL COLUMN COVER PLAN DETAIL PLAN DETAIL AT TOWER PLAN DETAIL AT TOWER SCALE: 6"= V-0" 2 _-SCALE: 3"= V-0 . ...... J7 SCALE: 1 1/2"= V-10" J12 SCALE: 1 1/2"= V-0" k,,, Ow==, ',kk1'_,',,= z==r&-- "'tZ kM&I METAL FLASHING ktkkkkkk- 2X P.T. BLOCKING k .050 ALUMINUM CUSTOM t FELT UNDERLAYMENT EDGE LOCK FASCIA BY ATAS BY OTHERS H T.O.W. ROOF TILE ---------------------------- REFER TO A201 Z' BIRDSTOP CONTINUOUS SPRING CLIP k, kk 6" MTL STUDS @ 16" O.C. OL 7/8"3 LAYER STUCCO 7/8" STUCCO SYSTEM, PAINTED. REFER TO A201. 3 5/8" MTL. STUD 8X2 WOOD STUDS PER AT 16" O.C. tf, 518" EXTERIOR GRADE PLYWOOD k STRUCTURAL 2X8 CONT. LEDGER W1 1/2"0 ANCHOR BOLTS @ 24" O.C. OLG ----------- G k; STRUCTURALSTEELTUBE RE: At 3/S-201 gPLYWOODSHEATHINGCMU-SEE z STRUCTURAL DRAWINGS LAP ROOFING INTO SCUPPER k, A BOX, FLASH AND SEAL BRICK SEE STRUCTURAL DRAWINGS FOR HORIZONTAL ANDEXTENDROOFMEMBRANE OVER TOP OF PARAPET VERTICAL REINFORCEMENT. 7 METAL FLASHING I\ I VEPDMFLASHINGk METAL MEMBRANE ROOFING It I MTL. FLASHING'' FLASHING k] RIGID INSULATION 518" GYP. BID F F A502-Al2 METAL DECK (2.) 5/8" EXTERIOR GRADE PLYWOOD *R-15 A BATT INSULATIONSHEATHING (THIS AREA ONLY) 777 1 FRAME OPEN TO FACILITATE CORNERk LAP SEALANT INSULATION FASTEN MEMBRANE PER MANF. SPEC. XD K 2" DRIP MEMBRANE FLASHING A LAP SEALANT V A, i _LLEZ(-:B 1 9, 7518 3518 5/8' k Al JOIST BEARING k METAL STUDS @ 16- O.C. 21'-21/2"A.F.F. 1. E E kt, 1 A- 7/8' 3 LAYER STUCCO k Q7Q, Qvllk,%"v TW=\ . . . . . . . . . . . . . . . ..... ESCUPPER DETAIL SECTION AT BRICK RETURNS PLAN DETAIL AT CORNER 02SCALE: 1 1/2" V-0" E7 SCALE: 1 1/2"= V-0" E12 SCALE: 1 1/2"= 1'.0" w/MM" kktzRk," -,`,k-k,,, 1011k, 1, WMMM kk CONTINUOUS SPRING CLIP Z, 050 ALUMINUM CUSTOM EDGE P.T. BLOCKING APPROVEDLOCKFASCIABYATASR D A401 -A1 FOR PERMIT ISSUANCE 5/8"EXTERIOR GRADE GYPSUM BOARD SHEATHING SCOTT FAZEKAS & ASSOCIATES, INC. D MEMBRANE ROOFING UP AND OVER PARAPET 4y DATE have been reviewed for adherence to the i, codes and ordinance. Authorization isRIGIDINSULATION '., nted t_- issue a I. N bui!ding permit pending jy all applicable City agencies. METAL DECK V-2" V-2" 0 IM 5O 1 -K 13 4 e iss:iance or granting Of a permit based on M p;Gv a: of these plans shall not be construed to 4 permit or approve any violation of the applicable35/8' MTL. STUDS AT 16" O.C. MANUFACTURER'S RECOMMENDATION STONE VENEER, INSTALLED PER codes Or G•j;nance. No permit presumed to give 7 6"MTL. STUD AT 16" O.C. auznoritv to v"olate or cancel the provisions of such OL LU 2 1 codes shall be valid. k` 7/8"3 LAYER STUCCOk A + C -im = =0+40 1 1 Ct] ROUGH SAWN WOOD + REFER TO ELEVATIONS + O FOR FINISH LOAD BEARING BRICK EXTERIOR WALL SEE STRUCTURAL DRAWINGS FOR HORIZONTAL AND VERTICAL REINFORCEMENT tk B SEE STRUCTURAL DRAWINGS f I *R-15 TUBE STEEL COLUMN STUB-INS WITH W/ SIGNAGE BATT INSULATION 518" GYP. BID CONTRACTOR 3 518" MTL. BOTTOM OF DRIVE THRU SIGN STUD AT 16" D.C. BAND 11 . . . . . . . . . . . . 0, 0" A.F.F. 0' 5118" ROOF OVERFLOW IPE TRIM PER MANUFACTURERS SPEC. COLOR TO ATCH METAL SOFFIT NOTE: A AI PROVIDE SOLID BLOCKING AT SIGN LOCATIONS (TYP.) 718" 3 LAYER STUCCO k kkkkkk-\-1wM"M ...... ... WN \\NWA,9MtMakkkkkkk, mkkimmw __kkkkkk'-kkkkkkkkkkk k kk, . .... . kkk, kkkkkk- Wft, k "W, mm F A2 PLAN DETAIL AT DRIVE THRU PIER SECTION AT DRIVE THRU CANOPY PLAN DETAIL AT EXTERIOR WALL SCALE: 1 1/2"= V-0" 7 SCALE: 1 1/2"= V-0" Al2 SCALE: 1 1/2"= 1' -0 2 3 4 5 6 7 8 1 9 10 12 13 14 15 16 kk kk trkk, ktM,,,,,1.kkM 0 krt3 \U"k,"", kk_1 111k`1111 WIMNMMOMt't"MI kk1W\M\kkkk,7, 'T, 't zzz z kit z k k1k, ffl R4_ partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento LU m - - - - - - - - - - - M LU to 0 LU 7/8"3 LAYER STUCCO 0 LU Z Fn LU LU 17 r J CAN LETTER GRAPHICS STEEL BEAM 2.) 5/8' EXTERIOR GRADE PLYWOOD SHEATHING B LU I CEILING JOIST @ 16- D.C. G.C. TO COORDINATE LOCATION OF tk B SEE STRUCTURAL DRAWINGS f I *R-15 TUBE STEEL COLUMN STUB-INS WITH W/ SIGNAGE BATT INSULATION 518" GYP. BID CONTRACTOR 3 518" MTL. BOTTOM OF DRIVE THRU SIGN STUD AT 16" D.C. BAND 11 . . . . . . . . . . . . 0, 0" A.F.F. 0' 5118" ROOF OVERFLOW IPE TRIM PER MANUFACTURERS SPEC. COLOR TO ATCH METAL SOFFIT NOTE: A AI PROVIDE SOLID BLOCKING AT SIGN LOCATIONS (TYP.) 718" 3 LAYER STUCCO k kkkkkk-\-1wM"M ...... ... WN \\NWA,9MtMakkkkkkk, mkkimmw __kkkkkk'-kkkkkkkkkkk k kk, . .... . kkk, kkkkkk- Wft, k "W, mm F A2 PLAN DETAIL AT DRIVE THRU PIER SECTION AT DRIVE THRU CANOPY PLAN DETAIL AT EXTERIOR WALL SCALE: 1 1/2"= V-0" 7 SCALE: 1 1/2"= V-0" Al2 SCALE: 1 1/2"= 1' -0 2 3 4 5 6 7 8 1 9 10 12 13 14 15 16 kk kk trkk, ktM,,,,,1.kkM 0 krt3 \U"k,"", kk_1 111k`1111 WIMNMMOMt't"MI kk1W\M\kkkk,7, 'T, 't zzz z kit z k k1k, ffl R4_ partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento il ;HRISTOPHER K. DOERSCHLAG NO C-23209 mAY 2 3 20117 REVISIONS 0 CB1 05-04-07 11 El El El El El 0 El 0 LU PROTOTYPE 107 X 163 STORE NUMBER 0 WD PROJECT NUMBER RAIPD0001 LU F_ xA502LU LU LU 0 LU 0 LU Z Fn LU LU r J il ;HRISTOPHER K. DOERSCHLAG NO C-23209 mAY 2 3 20117 REVISIONS 0 CB1 05-04-07 11 El El El El El 0 El 0 LU PROTOTYPE 107 X 163 STORE NUMBER 0 WD PROJECT NUMBER RAIPD0001 LU F_ xA502LU 4", wm . ... . . m%um m Nmommommom", 14 164591011211512 7m 3 `7717=," 7' 6 7mg"" 7' 3 OL OL OL OL 1) 0. LOPE 11 1/4" 518" GENERAL NOTE ) i 3/8" 5/B 11318" SEE S102 FOR METAL STUD GAUGES. ll x M M FOIL FACED FIBERGLASS R-1 5 x 7/8" 3 LAYER STUCCO OVER METAL LATH BATT INSULATION CMU, SEE FINISHANDBUILDINGPAPER30# FELT OVER 111/2" 9 STONE VEENER OVER CMU I 5/8" EXTERIOR GYP. BID. SHEATHINGI 1/2" PLYWOOD OVER 8" METAL SCHEDULE AND + STUDS @ 16" O.C. ELEVATIONS FOR MORE INFORMATION O.C. MTL. STUD @ 1677 - 4 :5 COUNTER FLASHING < - j % x AS SPECIFIED -3 1 1 MEMBRANE ROOFING UP AND OVER x 8" MTL. STUD @ ll O.C. THROUGH WALL FLASHING x 5112 I PARAPET MEMBRANE BASE ROOFING REFERTO x' STRUCTURAL DWGS. CO FOAM SHAPED 7= 1 4_ STEEL ANGLE -SEE STRUCTURALMEDALLION RIGID INSULATION DRAWINGS v, FOIL FACED FIBERGLASS R-15 BATT + ft7i- ; + INSULATION 4" Ilk 4"A 4 R22 RIGID INSULATION L % - -0 1 1 THRU WALL FLASHING 11/2" METAL DECK L FOAM CORNICEH __0 AS SPECIFIED AV WEEPS @ 16- O.C. BAR JOISTTHROUGHWALLFLASHINGaSEESTRUCTURAL DWGS. T.O. STONE STEEL BEAM -SEE LAY IN CEILING otSTRUCTURALDRAWINGS x HORIZONTAL REINFORCING 13'-6" A.F.F. VARIES SEE MATERIAL NOTES SHEET S101 MTL. STUD @ 16' O.C. SLIP TRACK 5/8" GYP. BID. + STONE VENEER WITH OVERGROU BEARING PLATE -SEE STRUCTURALCOUNTERFLASHING INSTALLATION PER MANUFACTUR ER'S DRAWINGS RECOMMENDATION EXTERIOR GRADE 5/8' GYP. BID. PLYWOOD SHEATHING A502 Al2 MEMBRANE BASE 7/8" STUCCO OVER CMU K FLASHINGA K 1) FOIL FACED FIBERGLASS T INSULATION rc R-15 BAT 1, . . .... K1DETAIL ROOF FLASHING DETAIL 9 HEAD SOFFIT DETAIL PARAPET DETAIL SCALE: 1 1/2"= 1'.0" K4 SCALE: 1 1/2"= 11-ow, K SCALE: 1 1/2"= 1'-V SCALE: 1 1/2"= 11-0" W, Ile X, Rf.K 13 4 SELF TAPPING SCREWS AT EACH CONTINUOUS SPRING CLIP 7/8' STUCCO OVER 1/2" PLYWOOD CONNECTION, TYP. EXTERIOR GRADE P.T. Ize THRU WALL FLASHING OL 050 CUSTOM EDGELOCK PLYWOOD SHEATHING MEMBRANE ROOFING UP AND OVER EXTERIOR GRADE CORRUGATED WEEP HOLE 1118" FASCIA BY ATAS SHEATHING AND TERMINATING BEHIND STUCCO ON 113/8" 5/ A BUILDING FACADE SEALANT + TAPPERED RIGID INSULATION CMU, RE: A201 MTL STUD 16" O.C. "O.C. MTL. STUD @ ll O.C. P.T. 3/4"PLYWOOD DECKING —7 7/8" 3 LAYER STUCCO 3 112" MTL. STUD @ 16 A502-J 1 11, 1 1 x OVER CMU R-15 BATT INSULATION 2). 5/8- EXTERIOR GRADE MTL. STUDS AT 16" O.C. (1 FOIL FACED FIBERGLASS PLYWOOD SHEATHING (2.) 5/8" PLYWOOD P.T. > 7 SHEATHING I 1_ CURVED COMPOSITE METAL MTL. JOISTS AT 16" O.C. GROUT BRICK SOLID - PANEL SYSTEM LAP SEALANT THRU WALL FLASHING SEE STRUCTURAL DRAWINGS. x MEMBRANE FLASHING AV GYP. BD. % + + + T>x< Q A ul — 7 1x CAN LETTER GRAPHICS x + I + + 1.) KRAFT FACED FIBERGLASS R-19 BATT METAL BRICK TIES LAY IN CEILING FiTil L J V R F E C r D 7 PCi K1INTERIOR ELEVATION SCALE: 3/16" = 1' -0" CEILING 13'-6" A.F.P. 7' 1" A.F. . FINISH FL009 12 13 14 GENERAL NOTES: A. BASE CB -2 IS TO BE INSTALLED ON ALL EXPOSED WALLS IN RETAIL AREA. B. MARLITE PANELING TO EXTEND BEHIND PERIMETER WALL FIXTURES MAXIMUM OF ONE PLANK. C. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. D. GENERAL CONTRACTOR SHALL PRIME THE WALLS BEHIND GRAPHIC WALL COVERINGS - COORDINATE WITH GRAPHIC DCD'S E. REFER TO SHEET A102 FOR EXTENT OF FINISH MATERIAL. F. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. LEGEND: P -9 FINISH MATERIAL TAG XXX ROOM NUMBER ROOM NAME I L IUD I u uJ D1 Al INTERIOR ELEVATION SCALE: 3/16" = 1' -0" 1 T-6" A. F.F. B.O. SOFFIT PC1 INTERIOR ELEVATION SCALE: 3/16" = 1' -0" r~ PC1 101 1 1 112 INTERIOR ELEVATION SCALE: 3/16" = 1' -0" PC1 3 4 5 6 L u, u 7 0 9 Er CEILIN 13'-6" A.F. . B.O. T -1" A.F. . FINISH FLOOIL 0'- 11 12 CONT. KEYED NOTES: 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 76 CABINETS PROVIDED BY RITE AID, INSTALLED BY THE G.C. SEE ENLARGED PLANS AND DETAILS. FINISH PL-4 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. 78 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF PULL STATION RE: E -103. 80 J034 - 3/4"X 3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM T -1" A.F.F. TO CELING. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. Y DATE ese glans have been reviewed for adherence to thecodesandordnance. Authorization is u, -anied to issue a building permit pending dprc:va: u,, all applicable City agencles. e issuance or granting of a permit based onprovaloftheseplansshallnotbeconstruedto pern,,It or approve any violation of the applicablecodesorordinance. No permit presumed o ssuch au,horlty to Violate or cancer the p. cues sG2!1 be valid. 13 1 14 15 16 y' KEYED NOTES: OTUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL O4" COLUMN COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. WINDOW DRAWER IS TO BE 3-6" A.F.G. . POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P-8 FROM 72" DRIVE THRU. A.F.F. TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR OREMOTE 7 Boston SILICONE. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. 6" BOLLARD, SEE C -206. M „ O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. partners Columbus STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL 2852 Kelvin AvenueOTUBE 3 METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. COLOR. Irvine, CA 92614 Los Angeles 949.753.7676 T OTUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO 949.753.7678 F OLINE OF CONCRETE CURB. SEE C -207. BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER wdpartners.com 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 14 LAVATORY, SEE PLUMBING DRAWINGS. K' 15 URINAL, SEE PLUMBING DRAWINGS. 16 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. 17 ROOF DRAIN i OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS 18 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 3- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. ROOF DRAIN SEE P -101. 21 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE Alt / P -201 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. ' 28 LINE OF MEZZANINE STAIRS. SEE A703. 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. 32 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH 0GRAPHICSANDEQUIPMENT. PANEL(S) AT COOLER / FREEZERS MOUNTED W AT 8' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. /_ Lo 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE G CONNECTIONS. 34 EXTENT OF ADA TURNING REQUIREMENTS. LU 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. Q W 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. \ N Uj0Q = w 37 1121UNISTRUT TIDED TO WALL FRAMINGFRAMING FOR LATEERALOSTABIILLITY AT W/ O EACH UNIT. W Z 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE A/ Y POWER, MECHANICAL AND WASTE CONNECTIONS. LL 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 F J J FOR MORE INFORMATION. W 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. r 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. Y 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON a to Q A104. r J 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 BALER, SUPPLIED BY RITE AID, ELECTRICAL BY G.C. SEE NOTE TO . ARCHITECT #5 ON A -104 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. E z 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C. SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. 50 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A -801. 51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE CONTRACTOR - G.C. TO PROVIDE FINISHED OPENING T -3" WIDE sip ARCUPTOT -2" A.F.F FROM 3-2" TO T -0" A.F.F. THE OPENING IS T -0" WIDE. D THE 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST FOvCHRISTOPHERK. TO THE PICK -UP COUNTER. DOERSCHLAG IS 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., 1 ° No C -2320 SIM TO H15 -A702. FINISH PL-4. 1 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: SOH15-A702. c• ,, _ 0. 54 SHELVING BY RITE AID. INSTALLED BY G.C." 7dOI 55 EQUIPMENT RACK BY RITE AID, RE: H13 -A702. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. 57 REVISIONS TWO DRAWER FILE CABINET BY RITE AID. C Ej PC1 04 -30 -07 58 COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. 0 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. El 60 TACKBOARD. ZZ 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 0 INFORMATION. ' 62 TX 1' -6" MONITOR SHELF 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 64 OUTLET LOCATION SEE E102. B 65 EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1"X CAP PAINTED P -8. WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. PROTOTYPE 67 107 X 163 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. STORE NUMBER 69 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. 54" LONG 2" WIDE McCUE BUMPER 4 "A.F.F. PROVIDED BY RITE AID AND WD PROJECT NUMBER 70 INSTALLED BY G.C. A RAIPD0001 s 71 2" BUMPER RE: A102. 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING. RE: A102. A601 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. 15 16 VJ Z O i Q W W w NO w LU FM Z O4" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW DRAWER IS TO BE 3-6" A.F.G. . DRIVE THRU. AtlantaOREMOTE 7 Boston O 6" BOLLARD, SEE C -206. L ;, Chicago Columbus SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL DallasOCONDUIT 9 COLOR. Los Angeles Miami 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO Sacramento BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 21/2" O.C. FROM THE EDGE OF THE CASE. 11 HOT WATER HEATER PLATFORM SEE P101 . 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 14 LAVATORY, SEE PLUMBING DRAWINGS. K' 15 URINAL, SEE PLUMBING DRAWINGS. 16 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. 17 ROOF DRAIN i OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS 18 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. 20 3- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. ROOF DRAIN SEE P -101. 21 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE Alt / P -201 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. ' 28 LINE OF MEZZANINE STAIRS. SEE A703. 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. 32 30" X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH 0GRAPHICSANDEQUIPMENT. PANEL(S) AT COOLER / FREEZERS MOUNTED W AT 8' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. /_ Lo 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE G CONNECTIONS. 34 EXTENT OF ADA TURNING REQUIREMENTS. LU 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. Q W 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. \ N Uj0Q = w 37 1121 UNISTRUT TIDED TO WALL FRAMINGFRAMING FOR LATEERALOSTABIILLITY AT W/ O EACH UNIT. W Z 38 REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE A/ Y POWER, MECHANICAL AND WASTE CONNECTIONS. LL 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 F J J FOR MORE INFORMATION. W 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. r 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. Y 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON a to Q A104. r J 43 SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. 45 BALER, SUPPLIED BY RITE AID, ELECTRICAL BY G.C. SEE NOTE TO . ARCHITECT #5 ON A -104 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. E z 47 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C. SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF CHECKOUT. 50 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A -801. 51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE CONTRACTOR - G.C. TO PROVIDE FINISHED OPENING T -3" WIDE sip ARCUPTOT -2" A.F.F FROM 3-2" TO T -0" A.F.F. THE OPENING IS T -0" WIDE. D THE 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST FOvCHRISTOPHERK. TO THE PICK -UP COUNTER. DOERSCHLAG IS 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., 1 ° No C -2320 SIM TO H15 -A702. FINISH PL-4. 1 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: SOH15-A702. c• ,, _ 0. 54 SHELVING BY RITE AID. INSTALLED BY G.C." 7dOI 55 EQUIPMENT RACK BY RITE AID, RE: H13 -A702. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. 57 REVISIONS TWO DRAWER FILE CABINET BY RITE AID. C Ej PC1 04 -30 -07 58 COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. 0 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. El 60 TACKBOARD. ZZ 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 0 INFORMATION. ' 62 TX 1' -6" MONITOR SHELF 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 64 OUTLET LOCATION SEE E102. B 65 EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1"X CAP PAINTED P -8. WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. PROTOTYPE 67 107 X 163 68 INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. STORE NUMBER 69 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. 54" LONG 2" WIDE McCUE BUMPER 4 "A.F.F. PROVIDED BY RITE AID AND WD PROJECT NUMBER 70 INSTALLED BY G.C. A RAIPD0001 s 71 2" BUMPER RE: A102. 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING. RE: A102. A601 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. 15 16 VJ Z O i Q W W w NO w LU FM Z a d,e; . «. s.\ \2 \...A..O \ \ \ \\\ \ \ \ \ \\\ \ \ \ \ \ \ \a s._aa wa .._" r1as A ..- L.. n.'.::..p \\\O\\ n.F r... r:O/ ..,. \ \ \ \ \ \ \p. :::': n .... \a'K.' \\ .. aaa. ;. a a .... rvs .. \\ .a y .. , .. ....... .. u. n...." ... .......n....\ .•.. N.n. \\....."N1`\9aO.....F fib' ,Ei'// __... .,. .. ... , ... _ \ \\\\\@. _ _. .` ... „ .. a.. 00\\._. __.... t _.. ..... \. __... . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERALNOTES: I PRESSURE TREATED 2X8 ,'KEYED NOTES, A. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. SCRIBED AS REQUIRED TO FIT P 8 , O TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL COLUMN 1L a FRP -1 74 COVER W/ SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. POSITIONED ON LESSB. PROVIDE SOLID BLOCKING FOR ALL P.O. TA -F FRP -1 Pp -2 VISIBLE SIDE OF COLUMN, PAINT P -8 FROM 72" A.F.F. TO 12" ABOVE CEILING TYP WALL MOUNTED ITEMS. 70 1/ SEAL TOP OF COVER W / CLEAR SILICONE SEE STRUCTURAL DRAWINGS FOR MORE 16 o II W in 0 CID i I N I A502 -J12 I 65 "0 STOREFRONT SYSTEM TA -B SIM W U el 1 LAYER OF M O IU LEGEND: TREATED PLYWOODRE TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. TA -E LW TA -Ca Z Fx Fn CMU SILL BELOW J 40 TOM p_g FINISH MATERIAL TAG 0 I BACKER ROD AND SEALANT TA -Cb 2 T--.J BREAK METAL ENCLOSURE BOTH SIDES yXO PRESSURE TREATED 2X10 SCRIBED AS EG -X RESTROOM ACCESSORY TAG OF TUBE STEEL COLUMN. FACTORY REQUIRED TO FIT FINISH COLOR IS TO MATCH METAL STUDS AS REQUIRED STOREFRONT COLOR; TERMINATE Q to TUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. 14 XXX ROOM NUMBER SEAMS BEHIND WINDOW / DOOR FRAME. 53 13 ter V 100 \\ \ \ STIBU E \ O LINE OF CONCRETE CURB. SEE C -207 TA -A 16 o II W in 0 CID i I 2' -5112" I A502 -J12 ROOM NAME g, PRESSURE TREATED 2X8 SCRIBED AS D 13 H 13 a D 'O 6" BOLLARD, SEE C -206. 0 REQUIRED TO FIT STEEL TUBE COLUMN SEE 10' 1 LAYER OF PRESSURE TREATED PLYWOOD CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. L STRUCT. DWGS. OO L STOREFRONT DOORS, SEE PRESSURE TREATED 2X10 FRP -1 FRP -1 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO BE DOOR SCHEDULE. P -8 INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED 1 74 BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 2 1 /2" 0 C. T A -A FROM THE EDGE OF THE CASE. PP -2 11 HOT WATER HEATER PLATFORM SEE P101 . vTA- 16 G I ONUM I i - PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS 63 12 COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. K3 PLAN DETAIL ET S TA -Ga TA -Cb 55 SCALE: 1 1 /2 "= 1' -O" 13 WATER CLOSET, EE PLUMBING DRAWINGS. 58 a, ,,,. c .....,, r! •: \w.,a „. ,fin/,':: / / / /........./:x ....... ;-:: \ \ \ \ \ \ \. \ \\\,,, ,..,,,ao \\ 6s 3% a\\a\o \ \o\ ...,..;, oc A ff I sIIIIII6, - M1 a ft . ,,,,,,,.,. e ,...a u` 9 M .,3u. LAVATORY, SEE PLUMBING DRAWINGS. k' C B.7 6.2 6.1 B A o 0 0 53 - 1a O C 15 15 URINAL, SEE PLUMBING DRAWINGS. o II W Lo i I 2' -5112" I A502 -J12 I INFORMATION. ti\A602-K3 SIM W U el M O IU TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. p LW W Z Fx Fn J 40 TOM W N o 2 T--.J WI O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL ro 55 ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 78 to TUBE STEEL COLUMN, PAINT P -8 FROM FLOOR TO 12" ABOVE CEILING. 60 53 40 ter V 100 \\ \ \ STIBU E \ O LINE OF CONCRETE CURB. SEE C -207 A 57 „O 4" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW 43 DRAWER IS TO BE S -6" A.F.G. . 61 `,O REMOTE DRIVE THRU. ROOM NAME g, PRESSURE TREATED 2X8 SCRIBED AS D 13 H 13 a D 'O 6" BOLLARD, SEE C -206. 0 REQUIRED TO FIT STEEL TUBE COLUMN SEE 10' 1 LAYER OF PRESSURE TREATED PLYWOOD CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. L STRUCT. DWGS. OO L STOREFRONT DOORS, SEE PRESSURE TREATED 2X10 FRP -1 FRP -1 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO BE DOOR SCHEDULE. P -8 INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER CASES. SUPPLIED 1 74 BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HOLES TO BE DRILLED 2 1 /2" 0 C. T A -A FROM THE EDGE OF THE CASE. PP -2 11 HOT WATER HEATER PLATFORM SEE P101 . vTA- 16 G I ONUM I i - PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS 63 12 COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. K3 PLAN DETAIL ET S TA -Ga TA -Cb 55 SCALE: 1 1 /2 "= 1' -O" 13 WATER CLOSET, EE PLUMBING DRAWINGS. 58 a, ,,,. c .....,, r! •: \w.,a „. ,fin/,':: / / / /........./:x ....... ;-:: \ \ \ \ \ \ \. \ \\\,,, ,..,,,ao \\ 6s 3% a\\a\o \ \o\ ...,..;, oc A ff I sIIIIII6, - M1 a ft . ,,,,,,,.,. e ,...a u` 9 M .,3u. LAVATORY, SEE PLUMBING DRAWINGS. k' C B.7 6.2 6.1 B A o 0 0 53 - 1a O C 15 15 URINAL, SEE PLUMBING DRAWINGS. K. 13 13 ° I i i6 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. C G ROOF DRAIN / OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 17 C 18 WATER SERVICE LOCATION. SPRINKLER SERVICE LOCATION WHEN REQUIRED. 4.2 FRP -1 1' -6" , _ , _ 2' -3" , _ 20 3'- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. , 66 OPEN 74 ROOF DRAIN SEE P -101. ' 4.0 TA -B 21 FRP -1 PP 2 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE 3.9 A121 P -201 Li 40 23 LINE OF MEZZANINE ABOVE. 3.8 24 LINE OF SOFFITABOVE. SEE REFLECTED CEILING PLAN ON A103. Z 15 H TA -E `' 40 9 J 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. J 14 TA -F ¢ ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. O 3 26 q O IN- C9 _ 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO B F COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. LINE OF MEZZANINE STAIRS SEE A703 28 B 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. FRP -1 1' -7" FRP -1 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 3.6 1 TA -E P -8 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. HTA -D 74TA -B 16 TA -B 23' -2" 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH TA -Ca PP 2 GRAT'H1GS AND EQUIPMENT. PANEL(S) AT CUDLER i FREEZERS MOUNTED AT 8'-fi J 62 TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. 40 59 78 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 53 3.4 34 EXTENT OF ADA TURNING REQUIREMENTS. 14 14 60 'O WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK A E., ° 'n "? 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. lit do v "v MEN WOMEN A ° N 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ 112" GALLTHREADTIEDTOWALLFRAMINGFORLATERALSTABILITYATEACHUNIT. 57 61A REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE38Ou.,, w- ,. . >. ; \.. P W R MECHANICAL AND WASTE CONNECTIONS. oi/f //la;\.- ,cars „ ... ...:. ... «.ra'; m.ri:,:. o-.. s.,. .0¢9a :::aaw ,. -... /th..\.c.\\\i, s.ao" .sd> .....,GV. < .. a .., .. ,.a,. ,., eat..,> ..tea. ..... s....s#r3i\\x 0 E ENLARGED OFFICE ELEVATIONS C TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE G 1 INT. ELEV. ± VESTIBULE PLAN ± ENLARGED RESTROOM ELEVATIONS 39 INFORMATION. SCALE: 1/4" = 1' 0 G7 SCALE- 1/4" =1-O" V SCALE 1/4" = V -0" G11 SCALE: 1/4" = 1'-10" FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. 1 68 F 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. i 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. F \ N CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. F11244 PC1 D O WAITING k a. NOT USED. N T 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. N \. FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. I i uro a RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C. SIGN TO J 68 48 BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. a 12" TA -Ca TA -Cb 28 12 113 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF JANITOR TA -Cb TA -Ca CHECKOUT. 11 ADA DOMESTIC WATER 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7l A-801. I !, - ' S0 E ' - AND WASTE PIPE TA -G TA -A CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE E , PROTECTION S1 CONTRACTOR- G.C. TO PROVIDE FINISHED OPENING T -3" WIDE UP TO 3' -2" A.F.F3' -6" 4'-0 1 /8" 5' -3" 46 1 -0 '"' FROM 3' -2" TO T -0" A.F.F. THE OPENING IS 3' -0 "WIDE. THE 3" BUILD OUT IS LOCATED PIT ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. ta' -s vz" I 14' -2 vz" s' -s" i 0 TA_A z v O 3 \ 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., SIM TO40 Z z w 8 "MIN. HiSA702. FINISH PL 4 . 40 I m °' O0 ' 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: H15 -A702. ZI 35 -5" rn rn I s 6" MAX. i 17" MIN. SHELVING BY RITE AID. INSTALLED BY G.C. O EQUIPMENT RACK BY RITE AID, RE: H13 -A702. 36" MAX. APPROVED 55 FOR PER '.11T ISSUANCE SIDE VIEW FRONT VIEW SCO IT FAZEKAS & ASSOCIATES, INC. 86 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR D Y 57 PNO DRAWER FILE CABINET BY RITE AID. D LAVATORY MOUNTING DETAIL TOILET & ACCESSORY MOUNTING DETAIL DATE o IS tnS ha-e been reviewed for adherence to the r COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. 70u us and ordinance. Authorization is 58 40 ti r antadtoIssueabuildingpermitpendingOCLIPBOARDRACK, FOUR PEGS AT 10" O.C. all applicable City agencies. 40 59 e I uance. or granting of a permit based on 6o TACKBOARD. v .;± ese plans shall not be construed to114 Deinl t u approve any violation Of the applicable 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15-A702 FOR MORE INFORMATION RECEIVING AREA codes or ur lance. No permit presumed to give . authority to violate or cancel the provisions of such 3'X1' -6 "MONITOR SHELF cod, shall be valid. 62 NOTE: 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD BLOCKING 4, BETWEEN STUDS TO MAKE A SECURE MOUNT. GC TO PROVIDE METAL OR FIRE RETARDANT ' 48 TREATED WOOD BLOCKING AS REQUIRED FOR 64 OUTLET LOCATION SEE E102. c ALL RESTROOM ACCESSORIES 4' -7314" T- 111/4" 1/2" C T2'-9iI EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. C 81/8" 40 68 65 1 40 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1 "X CAP PAINTED P -8. 19 20 I _ - - ADA COMPLIANT MIRROR 67 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' 1 A.F.F. WI FRAME 57 0 A602 -f11 C m N 55 7 i O INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. i I i 68 53 0 I' 12 -° 69 T -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. SURFACE MOUNTED INFANTCARE RETRACTABLE SURFACE SURFACE 7g 62 602- tl1 -Aa o s = t GRAB BARS TABLE MOUNTED HAND MOUNTED 61 41 M 70 54" LONG T WIDE McCUE BUMPER 4 "A.F.F. PROVIDED BY RITE AID AND INSTALLED DRYER SOAP DISP. BY . . D G C N O „ PC1 40 33 71 T BUMPER RE: A102. 1'0 ' I I I b -42" LONG 57 0 w O SURFACE 'iy, 2- , GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHEREBIOIIITA -A MOUNTED ° O' 72 62 B O SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING. RE: A502 -E12 TOILET PAPER TOILET SEAT 56 A102. DISPENSER COVER rKDISPENSER ",,, ; . \ 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. J li V -6" 104 74CENTERIOFFICE MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. Y OVER Y V SINK R io m ` i 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. c n io V &4 6' -914" 5'-4 114" 78 CABINETS PROVIDED BY RITE AID, INSTALLED BY THE G.C. SEE ENLARGED PLANS AND DETAILS. FINISH PL-4. 8'-11 7/8" 3' -7" I 8' -7" 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. 78 A A 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF PULL STATION RE: E -103. 80 J034 - 3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM 7' -1" A.F.F. TO l. :u.n. ..::95•. ,:\\\\... \ \vS.:.l:. ?:..... \\\\\..:.T.. \... . . .... . \ \ \ \ \ \ \.\'°B.R:.;r. \.,.. ......, ...\ \ \ \ \ \ \ \ \....: .. ? .... \tea. . ..:.? _. ... ...............x.:24E,........ \\F \\\\1 \ \... @i\•....:........... ... \... CEILING. ' . 0 AlSTOCKROOM PLAN / RESTROOM ACCESSORIES / 1 1 ENLARGED OFFICE PLAN \ SCALE: 1/4" = 1' -0" /'' SCALE: 1/2" = V -0" /'' SCALE: 1/4" = V -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 y:.. \\ \\ 1...........a. ..\ \... a..... ... ,.:, \ \a " - -` Q \:: ". \ \. ....... _ .. ., av'sa ».n.... .. .... ..... ....... -.. ....\ `YAaAAAAAaAA`L\. ... .. ...._. _.,,,,. .OAAA A .,,,,x- _............_ AR..Avil :v 3AO. ....... nw.ilOAAAASHF fflR- part 4ners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento o II W Lo i I 2' -5112" I A502 -J12 I ti\A602-K3 SIM W U el Q O IU p LW W Z Fx Fn J LV TOM W N o 2 T--.J WI ro I 47 602 -K3 ter V 100 \\ \ \ STIBU E \ 2 I 43 R 1 43 fV 37 I I II 18' 91/2" I I. IIII44 K. 13 13 ° I i i6 TOILET PARTITION, FINISH RP -1, SEE FIFNISH SCHEDULE. C G ROOF DRAIN / OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS. 17 C 18 WATER SERVICE LOCATION. SPRINKLER SERVICE LOCATION WHEN REQUIRED. 4.2 FRP -1 1' -6" , _ , _ 2' -3" , _ 20 3'- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. , 66 OPEN 74 ROOF DRAIN SEE P -101. ' 4.0 TA -B 21 FRP -1 PP 2 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE G.C.. SEE 3.9 A121 P -201 Li 40 23 LINE OF MEZZANINE ABOVE. 3.8 24 LINE OF SOFFITABOVE. SEE REFLECTED CEILING PLAN ON A103. Z 15 H TA -E `' 40 9 J 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. J 14 TA -F ¢ ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. O 3 26 q O IN- C9 _ 27 COOLER CASES, SUPPLIED AND INSTALLED BY RITE AID. CONTRACTOR TO B F COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. LINE OF MEZZANINE STAIRS SEE A703 28 B 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. FRP -1 1' -7" FRP -1 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 3.6 1 TA -E P -8 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. HTA -D 74TA -B 16 TA -B 23' -2" 32 30"X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH TA -Ca PP 2 GRAT'H1GS AND EQUIPMENT. PANEL(S) AT CUDLER i FREEZERS MOUNTED AT 8'-fi J 62 TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT PHOTO SHOP. 40 59 78 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. 53 3.4 34 EXTENT OF ADA TURNING REQUIREMENTS. 14 14 60 'O WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK A E., ° 'n "? 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. lit do v "v MEN WOMEN A ° N 37 UNISTRUT @ 2' -0" O.C. ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ 112" GALLTHREADTIEDTOWALLFRAMINGFORLATERALSTABILITYATEACHUNIT. 57 61A REFRIGERATION CASES. CONTRACTOR TO SUPPLY AND COORDINATE38Ou.,, w- ,. . >. ; \.. P W R MECHANICAL AND WASTE CONNECTIONS. oi/f //la;\.- ,cars „ ... ...:. ... «.ra'; m.ri:,:. o-.. s.,. .0¢9a :::aaw ,. -... /th..\.c.\\\i, s.ao" .sd> .....,GV. < .. a .., .. ,.a,. ,., eat..,> ..tea. ..... s....s#r3i\\x 0 E ENLARGED OFFICE ELEVATIONS C TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 FOR MORE G 1 INT. ELEV. ± VESTIBULE PLAN ± ENLARGED RESTROOM ELEVATIONS 39 INFORMATION. SCALE: 1/4" = 1' 0 G7 SCALE- 1/4" =1-O" V SCALE 1/4" = V -0" G11 SCALE: 1/4" = 1'-10" FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. 1 68 F 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. i 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. F \ N CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C.. F11244 PC1 D O WAITING k a. NOT USED. N T 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. N \. FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. I i uro a RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C. SIGN TO J 68 48 BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA SIDE OF DOOR. a 12" TA -Ca TA -Cb 28 12 113 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED PORTIONS OF JANITOR TA -Cb TA -Ca CHECKOUT. 11 ADA DOMESTIC WATER 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7l A-801. I !, - ' S0 E ' - AND WASTE PIPE TA -G TA -A CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE E , PROTECTION S1 CONTRACTOR- G.C. TO PROVIDE FINISHED OPENING T -3" WIDE UP TO 3' -2" A.F.F3' -6" 4'-0 1 /8" 5' -3" 46 1 -0 '"' FROM 3' -2" TO T -0" A.F.F. THE OPENING IS 3' -0 "WIDE. THE 3" BUILD OUT IS LOCATED PIT ON THE SIDE OF THE OPENING CLOSEST TO THE PICK -UP COUNTER. ta' -s vz" I 14' -2 vz" s' -s" i 0 TA_A z v O 3 \ 52 PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., SIM TO40 Z z w 8 "MIN. HiSA702. FINISH PL 4 . 40 I m °' O0 ' 53 WORK COUNTER PROVIDED BY RITE AID, INSTALLED BY G.C., RE: H15 -A702. ZI 35 -5" rn rn I s 6" MAX. i 17" MIN. SHELVING BY RITE AID. INSTALLED BY G.C. O EQUIPMENT RACK BY RITE AID, RE: H13 -A702. 36" MAX. APPROVED 55 FOR PER '.11T ISSUANCE SIDE VIEW FRONT VIEW SCO IT FAZEKAS & ASSOCIATES, INC. 86 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR D Y 57 PNO DRAWER FILE CABINET BY RITE AID. D LAVATORY MOUNTING DETAIL TOILET & ACCESSORY MOUNTING DETAIL DATE o IS tnS ha-e been reviewed for adherence to the r COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. 70u us and ordinance. Authorization is 58 40 ti r antadtoIssueabuildingpermitpendingOCLIPBOARDRACK, FOUR PEGS AT 10" O.C. all applicable City agencies. 40 59 e I uance. or granting of a permit based on 6o TACKBOARD. v .;± ese plans shall not be construed to114 Deinl t u approve any violation Of the applicable 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15-A702 FOR MORE INFORMATION RECEIVING AREA codes or ur lance. No permit presumed to give . authority to violate or cancel the provisions of such 3'X1' -6 "MONITOR SHELF cod, shall be valid. 62 NOTE: 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -3/8" INSTALL WOOD BLOCKING 4, BETWEEN STUDS TO MAKE A SECURE MOUNT. GC TO PROVIDE METAL OR FIRE RETARDANT ' 48 TREATED WOOD BLOCKING AS REQUIRED FOR 64 OUTLET LOCATION SEE E102. c ALL RESTROOM ACCESSORIES 4' -7314" T- 111/4" 1/2" C T2'-9iI EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. C 81/8" 40 68 65 1 40 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1 "X CAP PAINTED P -8. 19 20 I _ - - ADA COMPLIANT MIRROR 67 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' 1 A.F.F. WI FRAME 57 0 A602 -f11 C m N 55 7 i O INSTALL MOISTURE RESISTANT GYP. BD. BEHIND PLUMBING FIXTURE. i I i 68 53 0 I' 12 -° 69 T -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. SURFACE MOUNTED INFANTCARE RETRACTABLE SURFACE SURFACE 7g 62 602- tl1 -Aa o s = t GRAB BARS TABLE MOUNTED HAND MOUNTED 61 41 M 70 54" LONG T WIDE McCUE BUMPER 4 "A.F.F. PROVIDED BY RITE AID AND INSTALLED DRYER SOAP DISP. BY . . D G C N O „ PC1 40 33 71 T BUMPER RE: A102. 1'0 ' I I I b -42" LONG 57 0 w O SURFACE 'iy, 2- , GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS WHEREBIOIIITA -A MOUNTED ° O' 72 62 B O SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING. RE: A502 -E12 TOILET PAPER TOILET SEAT 56 A102. DISPENSER COVER rKDISPENSER ",,, ; . \ 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. J li V -6" 104 74CENTERIOFFICE MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. Y OVER Y V SINK R io m ` i 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. c n io V &4 6' -914" 5'-4 114" 78 CABINETS PROVIDED BY RITE AID, INSTALLED BY THE G.C. SEE ENLARGED PLANS AND DETAILS. FINISH PL-4. 8'-11 7/8" 3' -7" I 8' -7" 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. O 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. 78 A A 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF PULL STATION RE: E -103. 80 J034 - 3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM 7' -1" A.F.F. TO l. :u.n. ..::95•. ,:\\\\... \ \vS.:.l:. ?:..... \\\\\..:.T.. \... . . .... . \ \ \ \ \ \ \.\'°B.R:.;r. \.,.. ......, ...\ \ \ \ \ \ \ \ \....: .. ? .... \tea. . ..:.? _. ... ...............x.:24E,........ \\F \\\\1 \ \... @i\•....:........... ... \... CEILING. ' . 0 AlSTOCKROOM PLAN / RESTROOM ACCESSORIES / 1 1 ENLARGED OFFICE PLAN \ SCALE: 1/4" = 1' -0" /'' SCALE: 1/2" = V -0" /'' SCALE: 1/4" = V -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 y:.. \\ \\ 1...........a. ..\ \... a..... ... ,.:, \ \a " - -` Q \:: ". \ \. ....... _ .. ., av'sa ».n.... .. .... ..... ....... -.. ....\ `YAaAAAAAaAA`L\. ... .. ...._. _.,,,,. .OAAA A .,,,,x- _............_ AR..Avil :v 3AO. ....... nw.ilOAAAASHF fflR- part 4ners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a I%` MAY 2 3 20ur REVISIONS PC1 04 -30 -07 Fq El El El El 0 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A602 V Z li r VN Ii W ad V W W Z oW Lo N Q W U el Q O IU Cl) p LW W Z Fx j Fn J LV TOM W T--.J a I%` MAY 2 3 20ur REVISIONS PC1 04 -30 -07 Fq El El El El 0 PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A602 V Z li r VN Ii W ad V W W Z IM IL L I J H F W 1:3 L I I I A703 -G10 RECEIVING AREA 113 JANITOR 6" I ifl WHITE SYMBOL M V/I OMEN BLUE BACKGROUND 46 a 1 -1 1sx... ".0 . \\M•• ,u•"•• .`. \\ \ .. p.... 19 u:`'.mz v'z.,,n. .., ,....,,. ... .,,.n 10 11 12 13 14 15 16 GENERAL NOTES: 'KEYED NOTES: TACTILE EGRESS SIGNAGE A. REFER TO SHEET A -803 FOR FINISH MATERIAL SCHEDULE. O TUBE STEEL COLUMN, PROVIDE 24 GA. BRUSHED STAINLESS STEEL TACTILE EGRESS SIGNAGE TO COMPLY WITH CBC COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72" A.F.F. EXIT SECTION 1117B.5.1 -B PER CBC SECTION 1003.2.8.6. B. REFER TO SHEET A-602 FOR RESTROOM ACCESSORY INFORMATION. POSITIONED ON LESS VISIBLE SIDE OF COLUMN, PAINT P -8 FROM 72" A.F.F. CBt TO 12" ABOVE CEILING TYP. SEAL TOP OF COVER W/ CLEAR SILICONE. SEE LEGEND STRUCTURAL DRAWINGS FOR MORE INFORMATION. M EXIT ROUTE MATERIAL „O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. partners FINISHp_g TAG Asa NOTES: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, AND THE STATE OF CALIFORNIA TITLE 24 GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.1 THROUGH 1117B.5 6.3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE BACKGROUND, EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599b Z WHITE FIGURE NT Ikk 4" MIN. K10 T ADA SCALE SIGNAGE N.T.S. 109 P -8WALLFORLOW r 3.3 n EG -X RESTROOM ACCESSORY TAG O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 2852 Kelvin Avenue ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Irvine, CA 92614 XXX ROOM NUMBER O 949.753.7676 TTUBESTEELCOLUMN, PAINT P -8 FROM FLOOR TO 12 "ABOVE CEILING. 949.753. 7676 FROOMNAME 4 OLINE OF CONCRETE CURB. SEE C207. wdpartners.com DOOR MOUNTED SIGNS NOTES O 4" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW IS TO BE T -6" AF.G. . Q 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. O REMOTE DRIVE THRU. Atlanta p p 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60" ABOVE FLOOR AND BostonOAMIENARETOBEDISTINCTLYDIFFERENTFROMDOORANDWALLINCOLORANDCONTRAST. O 6" BOLLARD, SEE C -206 / F5. THE BOLLARD NEXT TO THE RX DRIVE THRU L Chicago 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. WINDOW DRAWER IS TO BE 3' -6" A.F.G. Columbus O4. LETTERS &NUMBERS ON SIGNS SHALL BE RAISED 1132" MIN., SHALL BE A MIN. OF 5(8" CONDUIT SEE E102 FOR LOCATION. PAINT TO MATCH ADJACENT WALL Dallas COLOR. Los Angeles HIGH 8 SHALL BE SANS -SERIF UPPERCASE CHARACTERS. A.D.A. SIGNAGE ACCOMPANIED MiamiADASIGNSBYGRADE2BRAILLE. 10 MCCUE CORPORATION - CARTSTOP SR - MODEL #UNI -13. CARTSTOP TO OOM BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/ FREEZER Sacramento IFICATION SIGN 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3 -D PLAQUES PER CASES. SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. ANCHOR HK.) CODE REQUIREMENTS. HOLES TO BE DRILLED 2112" O.C. FROM THE EDGE OF THE CASE. MOUNTED SIGN 6. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED HOT WATER HEATER PLATFORM SEE P101 . HK.) GRADE 2 SECOND SURFACE GRAPHICS. 11 BRAILLE 7. SIGN TO BE A CUSTOM COLOR TO MATCH PMS 262C WITH WHITE GRAPHICS. 12 PLUMBING FIXTURE LOCATION, SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. SIDE OF DOOR 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY. USE CORRECT BRAILLE FOR SIGN PRODUCTION. 13 WATER CLOSET, SEE PLUMBING DRAWINGS. 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION (SIGN LANGUAGE) 904 4TH STREET WEST PALMETTO, FL 34221 PH# 1- 800 - 237 -3984 FAX 1 -813- 723 -2452 LAVATORY, SEE PLUMBING DRAWINGS. K14 15 URINAL, SEE PLUMBING DRAWINGS. vifw , 16 TOILET PARTITION, FINISH RP -1, SEE FINISH SCHEDULE. 17 ROOF DRAIN I OVERFLOW PIPING LOCATION. SEE PLUMBING DRAWINGS 18 WATER SERVICE LOCATION. 19 SECURITY KEY PAD. SEE NOTE 7 AND DETAIL A3/ E -102 ON SHEET E -102. 20 3'- 6 "X3' -6" AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 3.0 2.6 2.0 21 ROOF DRAIN SEE P101. ADMIN OFFICE CB -2 109A 7 PHARMACY ELEVATIONS SCALE: 1/4" = 1' -0" 2X4 J -BOX w/ONE 1 -1/2 "CONDUIT IN T 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE 64 109 P -8WALLFORLOW Z 23 LINE OF MEZZANINE ABOVE. VOLTAGE CABLING 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. TO COORDINATE POWER, MECHANICAL AND WASTE CONNECTIONS. ON 28 LINE OF MEZZANINE STAIRS. SEE A703. H 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. W 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. 66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 109 CB -2 OFFICE v DATE CAP PAINTED P -8. J -BOX WITH 314" CONDUIT AND PULL CORD FOR TV COAXCABLE. DO NOT WITH POWER. I I JL _._.... WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. W3 If THREE 2X4 J- BOXES- 1 -PHONE oISHARECONDUIT120V e , >inted issue a building permit pending 6B INSTALL MOISTURE RESISTANT GYP, BD, BEHIND PLUMBING FIXTURE. 107 X 163 1 -QMI GATE CONTRO S 76 FD WP -1 I k 1l SF -2 I 1C____JL1 e ifs!,ance or granting of a permit based on Ii 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. L VVp_1 1- VOLUME CONTROL WP -2 va. cf these plans shall not be construed to THE WINDOW TO THE LH SIDE, THEN OVERHEAD TO THE DRIVE THRU CANOPY. 70 54" LONG 2" WIDE McCUE BUMPER 4"A.F.F. PROVIDED BY RITE AID AND WP 1 8„ OPEN INSTALLED BY G.C. WD PROJECT NUMBER SEE DIEBOLD SPECIFICATIONS FOR EXACT LOCATIONS. al i;orty to v'o'ate or cancel the provisions of such des shat, be 2" BUMPER RE: A -102. RAIPD0001 WP _1 OPEN valid. 71 A 0 I I 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS I J -BOX FOR 8" WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND i TWO OUTLETS a\ ' SHELVING. RE: A102. A603 PHONE 73 u 9' -7" WP 1 m 18" 20' INSTALLED IN DROP I e.. OFF CABINETS. e^ 40 ppD LL co 13 14 15 16 m?s+ ---RC .... fi_H'.\ -_ v.,¢h3fla9#$xAAAAAAAOAAAAAAAA. A AAAAAA"ffiP \__ ... AAwAAAAA,AA1AOAA\A AA L i3 iARVAAIA, 1AAUVAAIAI t.YAAAA hvVAAAVQVN%\\A\. A.lu,VV VAAAAAAAAQy6A, .. AOAAAA\ 3 rx.,vRn C5.3a >AAAAAnJf9i..tta 7b.^3azhv.. .,.•afsq...:.Anu „.a... FU$.?l in. d 0115ynii14" LL 72 I 72 LL 0" LL/ 9^ LL LL O N LL ry Q Q Q Q A! 7" ADMIN OFFICE CB -2 109A 7 PHARMACY ELEVATIONS SCALE: 1/4" = 1' -0" 2X4 J -BOX w/ONE 1 -1/2 "CONDUIT IN PHARMACY 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE 64 109 P -8WALLFORLOW Z 23 LINE OF MEZZANINE ABOVE. VOLTAGE CABLING 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. A701 -A13 T T Q I I I I III o WP 1 COORDINATE WALL COVERINt AROUND CABINETJY THIS AREA 1 -QMI GATE CONTROL SF -2 WP 1 WP -1 WP -1 Z0 i 52 ( pB' -1 r' I 5.0 2 -0" I 64 I " GFI : DD LL I a Q, I 0 LL I CB -2 N LL i N LL N LL I ' l Q Q 11-0 ADMIN. ONE 2X4 J -BOX FOR 120V POWER OFFICE I 2x4 J -BOX W/ ONE PHARMACY I TO DROP OFF WINDOW CB -2 109A 314" CONDUIT AND 109 MUST BE LOCATED WITHIN BEYOND PULL CORD BODY OF CABINET. ELECTRICAL OUTLETS AND LOW ®= JUNCTION BOX FOR LOW VOLTAGE WIRING VOLTAGE J -BOX SHOWN BY OTHERS. EC TO PROVIDE PULL CHORD. PHARMACY ELEVATIONS SCALE: 1/4" = 1' -0" 32 30 X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH 4X4 J -BOX w/ TWO FOUR 2X4 J- BOXES- CONSULTATION GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER / FREEZERS MOUNTED nn 0 FOR CONDUIT IN WALL 1 -PHONE AT 8' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT W MFORLOWVOLTAGE2 -QMI GATE CONTROLS 111 CB -2 CR -1 PHOTO SHOP. CABLING 1- VOLUME CONTROL `/ 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. r + JUNCTION BOX FOR LOW VOLTAGE WIRING. O CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE N GC TO PROVIDE PULL CHORD. CONNECTIONS. G 0 Ci O EXTENT OF ADA TURNING REQUIREMENTS. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. U n, 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. O 37 UNISTRUT ALLTHREAD TIDE T O WALL FRAMING BOTTOM CHORD O L JOIST FRAMING FORLATEERALSTABIITY1/2" AT EACH u) UNIT. O W 38 REFRIGERATION CASES, CONTRACTOR TO SUPPLY AND COORDINATE Y Z A701 -A13 SI POWER,MECHANICAL AND WASTE CONNECTIONS. A/ WP -1 § 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 L,L FOR MORE INFORMATION. TWO 2X4 J- BOXES. F ONE 2X4 W/3/4" CONDUIT TK Y 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. LU FOR 120V POWER. t ONE 2X4 W/ 3/4" CONDUIT 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. CD LLI TO 12" AFC FOR i SECURITY CABLE. i WP 1 i 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104 toT1i3" 3' -0" I I aO r SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. Ito SF -2 I I I I I 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C. OPEN ./ NOT USED. 0I ih'\ I I ': 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. bo 50 20 E u? I 147 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 2' 4" `Y 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., WP -1 z IS" I I I SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA nii n \\ 0 SIDE OF DOOR. PHARMACY A 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED J 109. PORTIONS OF CHECKOUT. TWO 4X4 J- BOXES. 64 50 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A -801. WP -1 CB -2 WP -1OONE4X4WfTWO3/4" CONDUITS FOR 1W V POWER. CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BYONE4X4WTWO TE CONDUITS FOR LOW VOLTAGE CABLES. 51 FIXTURE CONTRACTOR - G.C. TO PROVIDE FINISHED OPENING 3' -3" WIDEMUSTBELOCATEDWITHINBODYOFCABINET. = JUNCTION BOX FOR LOW VOLTAGE WIRING. UP TO T -2" A.F.F FROM T -2" TO 7' -0" A.F.F. THE OPENING IS T -0" WIDE. THE GC TO PROVIDE PULL CHORD. 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO St;O A/3Ch'jTTHEPICK -UP COUNTER. D PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., v CHRISTOPHER K a \\\\ .. •; s .„. ,°_• `:•• .: ••+. ::e x;s''.c ow x c a........_ : O 0 G DO, 0-' u`. ' 2 SIM TO H15 -A702 FINISH PL 4 WORK COUNTER PROVIDED BY RITE AID, ININSTALLED BY .C., RE: j D1 1 PHARMACY ELEVATIONS 53 H15 -A702 ' SCALE 1 /4" 1' 0" 4 SHELVING BY RITE AID. INSTALLED BY G.C. c L` CONT.KEYED NOTES: 55 EQUIPMENT RACK BY RITE AID, RE H13-A702. SAY 23 2DN 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. CABINETS PROVIDED BY RITE AID, INSTALLED BY G.C. SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. 76 PLANS AND DETAILS. FINISH PL4 O REVISIONS '^ g COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. V 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. 58 C Q PC1 04 -30 -07 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. E3 C61 05-04 -07 M78 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. El CBZ 60 TACKBOARD. 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF D v PULL STATION RE: E -103. 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 80 J034 - 3/4 "X3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM INFORMATION. © QT-1 A.F.F. TO CEILING. 62 S X V -6" MONITOR SHELF o 60 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -318" INSTALL WOOD \ V BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 64 OUTLET LOCATION SEE E102. 0 x JUNCTION BOX FOR LOW VOLTAGE WIRING. GC TO PROVIDE PULL CHORD. Al ENLARGED PHARMACY PLAN I A7 PHARMACY ELEVATIONS 1' SCALE: 1/4" = -0" SCALE: 1/4" = 1' -0" 1 1 2 3 4 5 6 7 1 8 22 PURE WATER COOLER BY VERTEX, SUPPLIED AND INSTALLED BY THE 65O G.C.. SEE Al2/P-201 B Z 23 LINE OF MEZZANINE ABOVE. 24 LINE OF SOFFIT ABOVE. SEE REFLECTED CEILING PLAN ON A103. DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. 26 ALIGN FINISH FACES W/ SOFFIT ABOVE OR EDGE OF WINDOW OPENING. E SHEET NOTE 7 27 COOLER CASES SUPPLIED AND INSTALLED BY RITE AID. CONTRACTORSEEHETOCOORDINATEPOWER, MECHANICAL AND WASTE CONNECTIONS. ON 28 LINE OF MEZZANINE STAIRS. SEE A703. H 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. W 30 ROOF LADDER AND HATCH OPENING ABOVE. RE:A9 -A702 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE, SEE DETAIL E5 -A701. 66 32 30 X 30" ACCESS PANEL IN SOFFIT G.C. TO COORDINATE LOCATION WITH 4X4 J -BOX w/ TWO FOUR 2X4 J- BOXES- CONSULTATION GRAPHICS AND EQUIPMENT. PANEL(S) AT COOLER / FREEZERS MOUNTED nn 0 FOR CONDUIT IN WALL 1 -PHONE AT 8' -6" TO BOTTOM OF PANEL(S) AND 9' -0" TO BOTTOM OF PANEL AT W MFORLOWVOLTAGE2 -QMI GATE CONTROLS 111 CB -2 CR -1 PHOTO SHOP. CABLING 1- VOLUME CONTROL `/ 33 FREEZER CASES, SUPPLIED BY AND INSTALLED BY RITE AID. r + JUNCTION BOX FOR LOW VOLTAGE WIRING. O CONTRACTOR COORDINATE POWER, MECHANICAL AND WASTE N GC TO PROVIDE PULL CHORD. CONNECTIONS. G 0 Ci O EXTENT OF ADA TURNING REQUIREMENTS. WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. U n, 36 ROLLING SECURITY GRILLE. SEE DOOR SCHEDULE ON A801. O 37 UNISTRUT ALLTHREAD TIDE T O WALL FRAMING BOTTOM CHORD O L JOIST FRAMING FORLATEERALSTABIITY1/2" AT EACH u) UNIT. O W 38 REFRIGERATION CASES, CONTRACTOR TO SUPPLY AND COORDINATE Y Z A701 -A13 SI POWER,MECHANICAL AND WASTE CONNECTIONS. A/ WP -1 § 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE. SEE DETAIL K10 -A603 L,L FOR MORE INFORMATION. TWO 2X4 J- BOXES. F ONE 2X4 W/3/4" CONDUIT TK Y 40 FIXTURE BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104. LU FOR 120V POWER. t ONE 2X4 W/ 3/4" CONDUIT 41 FURNITURE BY RITE AID. SEE FIXTURE PLAN ON A104. CD LLI TO 12" AFC FOR i SECURITY CABLE. i WP 1 i 42 APPLIANCES BY RITE AID, INSTALLED BY G.C. SEE FIXTURE PLAN ON A104 toT1i3" 3' -0" I I aO r SECURITY PEDESTALS BY RITE AID. SEE NOTE 14 ON E102. Ito SF -2 I I I I I 44 CART GUARD RAILING - SUPPLIED BY RITE AID, INSTALLED BY G.C. OPEN ./ NOT USED. 0I ih'\ I I ': 46 PFLOW AND COMPRESSOR W/ 5" DEEP PIT RECESSED INTO SLAB. bo 50 20 E u? I 147 FIRE EXTINGUISHERS, PROVIDED BY AND INSTALLED BY RITE AID SEE E103. 2' 4" `Y 48 RITE AID TO PROVIDE "EMPLOYEES ONLY" SIGNAGE. INSTALLED BY G.C., WP -1 z IS" I I I SIGN TO BE MOUNTED ON DOOR #1148 ONLY. MOUNT ON SALES AREA nii n \\ 0 SIDE OF DOOR. PHARMACY A 49 G.C. TO INSTALL COVE BASE, CB -2 ON BOTH SIDED OF EXPOSED J 109. PORTIONS OF CHECKOUT. TWO 4X4 J- BOXES. 64 50 30 "X30" ACCESS PANEL MOUNTED V -0" A.F.F. SEE K7 / A -801. WP -1 CB -2 WP -1OONE4X4WfTWO3/4" CONDUITS FOR 1W V POWER. CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BYONE4X4WTWO TE CONDUITS FOR LOW VOLTAGE CABLES. 51 FIXTURE CONTRACTOR - G.C. TO PROVIDE FINISHED OPENING 3' -3" WIDEMUSTBELOCATEDWITHINBODYOFCABINET. = JUNCTION BOX FOR LOW VOLTAGE WIRING. UP TO T -2" A.F.F FROM T -2" TO 7' -0" A.F.F. THE OPENING IS T -0" WIDE. THE GC TO PROVIDE PULL CHORD. 3" BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO St;O A/3Ch'jTTHEPICK -UP COUNTER. D PHARMACY ADMINISTRATION COUNTER BY RITE AID, INSTALLED BY G.C., v CHRISTOPHER K a \\\\ .. •; s .„. ,°_• `:•• .: ••+. ::e x;s''.c ow x c a........_ : O 0 G DO, 0-' u`. ' 2 SIM TO H15 -A702 FINISH PL 4 WORK COUNTER PROVIDED BY RITE AID, IN INSTALLED BY .C., RE: j D1 1 PHARMACY ELEVATIONS 53 H15 -A702 ' SCALE 1 /4" 1' 0" 4 SHELVING BY RITE AID. INSTALLED BY G.C. c L` CONT.KEYED NOTES: 55 EQUIPMENT RACK BY RITE AID, RE H13-A702. SAY 23 2DN 75 FLOOR DRAIN, PITCH SLAB TO MEET DRAIN. 56 SAFE BY RITE AID INSTALLED BY G.C. BOLTED TO FLOOR. CABINETS PROVIDED BY RITE AID, INSTALLED BY G.C. SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. 76 PLANS AND DETAILS. FINISH PL4 O REVISIONS '^ g COAT RACK, PROVIDED BY RITE AID INSTALLED BY G.C.. V 77 LOCATION OF OMI GATE. PROVIDE NECESSARY BLOCKING. 58 C Q PC1 04 -30 -07 59 CLIPBOARD RACK, FOUR PEGS AT 10" O.C. E3 C61 05-04 -07 M78 18" BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. El CBZ 60 TACKBOARD. 79 FIRE ALARM PULL STATION, MOUNTED 48" A.F.F. TO CENTER LINE OF D v PULL STATION RE: E -103. 61 CONDUIT CHASE. SEE WORK COUNTER DETAIL H15 -A702 FOR MORE 80 J034 - 3/4 "X3/4" CLEAR LEXON CORNER GUARD BY KOROGUARD. FROM INFORMATION. © QT-1 A.F.F. TO CEILING. 62 S X V -6" MONITOR SHELF o 60 63 KEY CABINET BY RITE AID. 11 -3/4" X 7 -7/8" X 2 -318" INSTALL WOOD \ V BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 64 OUTLET LOCATION SEE E102. 0 x JUNCTION BOX FOR LOW VOLTAGE WIRING. GC TO PROVIDE PULL CHORD. Al ENLARGED PHARMACY PLAN I A7 PHARMACY ELEVATIONS 1' SCALE: 1/4" = -0" SCALE: 1/4" = 1' -0" 1 1 2 3 4 5 6 7 1 8 APPROVED FOR PERMIT ISSUANCE 65O EXTEND WALL PANEL 12" BEHIND ADJACENT STORE FIXTURE. B Z ADMIN SCOTT FAZEKAS 8 ASSOCIATES, INC. W1ARMACY3B66 INTERIOR WALL TO 8' -0" A.F.F. ENCLOSE TOP OF WALL WITH WOOD 1" X 109 CB -2 OFFICE v DATE CAP PAINTED P -8. w!: 10 9A use ans have been reviewed for adherence to the 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP -2 TO 8' -0" A.F.F. VN cedes and ordinance. Authorization is PROTOTYPE e , >inted issue a building permit pending 6B INSTALL MOISTURE RESISTANT GYP, BD, BEHIND PLUMBING FIXTURE. 107 X 163 NOTE: vas , y all applicable City agencies. THE DIEBOLD UNIT REQUIRES THREE 120VOLT DUPLEX OUTLETS FOR POWER AND ONE 4X4 e ifs!,ance or granting of a permit based on a 69 4' -0" HIGH WAINSCOT OF 1/2" FIRE TREATED PLYWOOD. L STORE NUMBER J -BOX WITH CONDUIT FOR LOW VOLTAGE WIRING. THE CONDUITS WILL BE RUN BENEATH va. cf these plans shall not be construed to THE WINDOW TO THE LH SIDE, THEN OVERHEAD TO THE DRIVE THRU CANOPY. r i;t or approve any violation of the applicable 70 54" LONG 2" WIDE McCUE BUMPER 4"A.F.F. PROVIDED BY RITE AID AND IN ADDITION, TWO 120V DUPLEX ARE REQUIRED IN CANOPY AT THE AREA OF THE ACCESS PANEL. codes or ordinance. No permit presumed to give INSTALLED BY G.C. WD PROJECT NUMBER J SEE DIEBOLD SPECIFICATIONS FOR EXACT LOCATIONS. al i;orty to v'o'ate or cancel the provisions of such des shat, be 2" BUMPER RE: A -102. RAIPD0001 Wvalid. 71 A 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD. IN AREAS L WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND i a\ ' SHELVING. RE: A102. A60373 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP -2. 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 9 10 11 12 13 14 15 16 m?s+ ---RC .... fi_H'.\ -_ v.,¢h3fla9#$xAAAAAAAOAAAAAAAA. A AAAAAA"ffiP \__ ... AAwAAAAA,AA1AOAA\A AA L i3 iARVAAIA, 1AAUVAAIAI t.YAAAA hvVAAAVQVN%\\A\. A.lu,VV VAAAAAAAAQy6A, .. AOAAAA\ 3 rx.,vRn C5.3a >AAAAAnJf9i..tta 7b.^3azhv.. .,.•afsq...:.Anu „.a... FU$.?l in. L K G F LAY IN 13 ACOU; CEILIN E D LAY IN ACOU; CEILIN RE: E5, DOOR RE:A4 /A -801 AlWALL SECTION AT PHARMACY SCALE: 3/4" = 1' -0" 1 2 3 4 NOTE: THE CONDUIT FEEDING THE LIGHTS IS TO BE ATTACHED TO THE CONDUIT WHICH IS FARHEST FROM THE RX AND CLOSEST TO THE RADIUS WALL OF THE WAITING AREA." N SAR JOIST, SEE STRUCTURAL WGS. STEEL BEAM, SEE STRUCTURAL o WGS. l "X 18 GA OCKERS @ 48" C. 15/8" MTL. STUD D_ 16" O.C. GYP.BD. CEILINGS 13'-6" A.F.F. i /8" GYP BD. EILING 15/8" MTL. STUD 16" O.C. NOOD LOCKING PHARMACY SOFFIT Ai A.F.F ALUMINUM STOREFRONT NINDOW SYSTEM 2E:(K) 33 /A -802 HOOD LOCKING 15/8" MTL. STUD 16" O.C. DETAIL - WAITING AREA SOFFITE5SCALE: 3/4" = 1' -0" 5/8" GYP. BD. ON MTL. STUD @ 16" O.C., EXTEND TO TOP CHORD OF JOIST ABOVE 5/8" FIRE RATED PLYWOOD 20" HIGH ACROSS THE ENTIRE GATE OPENING AND EXTENDING 5" PAST OPENING OVERHEAD SECURITY GRILLE OVERHEAD SECURITY GRILL HEADER BEYOND W/ 2X BLOCKING AS REQUIRED LAY IN CEILING _ 13' -6" A.F.F. ACOUSTIC CEILING / RE: A3 /A -103 3 5/8" MTL. STUD @ 16" O.C. 5/8" GYP. BD. CEILING RECESSED LIGHT FIXTURE SALES AREA i i P -12 VARIES SEE CEILING PLAN e I:L•1:i1NJ691 LAY IN CEILING _ h ACOUSTIC CEILING 1" CONDUIT FOR POWER FEED, PAINTED P -0, THE CONDUIT FEEDING THE LIGHTS IS TO BE ROUTED FROM BACK WALL 4) #10 HANGER WIRES ATTACHED TO STRUCTURE ABOVE RECESSED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS AXIUM 10" EDGE TRIM, PREFINISHED P -8 LAY IN CEILING — 8' -6" A.F.F. ACOUSTIC CEILING RE: A3 /A -103 UNISTRUT ATTACHED TO AXIOM 10" EDGE TRIM AND HUNG FROM STRUCTURE W/ HANGER WIRES FLUORESCENT STRIP LIGHT FIXTURE, SEE CEILING PLAN AND ELECTRICAL DRAWINGS FOR MORE INFORMATION DETAIL - AT OVERHEAD SECURITY SHUTTERA5SCALE: 3/4" = 1' -0" 3 5/8" MTL. STUD @ 16" O.C. 5/8" GYP. BD PHARMACY ACOUSTIC CEILING RE: A3 /A -103 PHARMACY BULKHEAD I P-4 I 8' -5" A.F.F W 9 10 11 BAR JOIST 12 LAY IN GELLING 13'-6" A.F.F ACOUSTIC CEILING SCALE: 3/4" 5/8" GYP. BD. 3 5/8" MTL. STUD KICKER 3 5 /8" MTL STUDS TILE CEILING AT 16" O.C. EXTERIOR WALL CONSTRUCTION OR SCOTT c R-MiT ISSUANCETT AZEKAS 0 3' -2" \ ate,. E9DETAIL - COOLER SOFFIT SCALE: 3/4" = 1' -0" 3 5/8" MTL. STUDS AT 16" O.C. GYP. BD. TO 8' -0" A.F.F. PAINTED P -8 COOLER HEADER SUPPLIED BY DECOR PROVIDER BOTTOM OF GYP. BD_ SOFFIT----- - 7' -1" A.F.F. P -3 1"X7"24 GA TYPE 304 -213 STAINLESS STEEL BRUSHED FINISH SCREWED TO REAR OF SOFFIT. SUPPLIED AND INSTALLED BY G.C. FIELD ADJUST HEIGHT AS NECESSARY. A9PHOTO CENTER SOFFIT DETAIL SCALE: 3/4" = 1' -0" 9 10 1 11 yi1J] 3[N3::7 NPL 3 3 518" MTL STUDS @ 16" O.C. LAY IN CEILING 13'-6" A.F.F. ---- - - - - -- ACOUSTIC CEILING 5/8" GYP. BD. PAINTED p_g I II 16 3 50 MTL STUD KICKERS @ 48" O.C. TYP DETAIL - COSMETICS SOFFIT13SCALE: 3/4" = 1' -0" 3 5/8" MTL. STUD KICKER 3 5/8" MTL. STUD KICKER 3 5/8" MTL. STUD @ 16" O.C. SHIM AS REQUIRED ik LAY IN CEILING 13' -6" A.F.F. ACOUSTIC TILE CEILING ALUMINUM STOREFRONT WINDOW SYSTEM RE(I &J) G3 /A -802 RECESSED LIGHT FIXTURE TO BE CENTERED IN SOFFIT v P -8 ZD M Y a ING - -- -- - -- BAR JOIST AT SALES AREA SCALE: 3/4" ACOUSTIC CEILING, AC -2 N TILE CEILING GRID AND TILE PAINTED P -2 OR SCOTT c R-MiT ISSUANCETT AZEKAS IN CEILING-------- ASSOCIATES, LAY 15'-6" 5/8" GYP. BD. PAINTED P-2 Plus 5/8" GYP. BD. D PAINTED P -3 LL A BOTTOM OF GYP. BD. SOFFIT O I— DETAIL - COSMETICS SOFFIT13SCALE: 3/4" = 1' -0" 3 5/8" MTL. STUD KICKER 3 5/8" MTL. STUD KICKER 3 5/8" MTL. STUD @ 16" O.C. SHIM AS REQUIRED ik LAY IN CEILING 13' -6" A.F.F. ACOUSTIC TILE CEILING ALUMINUM STOREFRONT WINDOW SYSTEM RE(I &J) G3 /A -802 RECESSED LIGHT FIXTURE TO BE CENTERED IN SOFFIT v P -8 ZD M Y a ING - -- -- - -- AT SALES AREA SCALE: 3/4" 1' -0" N TILE CEILING APOROVED EOR SCOTT c R-MiT ISSUANCETT AZEKAS ASSOCIATES, V ANEL Y INC. Q Plus Ld D have been re ewed forcodesandordinance. n, edPPiicab:J ihs LL A Authorization alt a abuiidii,g Permit O I— Pending Z LIGHT FIXTURES e IcG al ice or granting Of a permit baseditmesaplansshaftPe °f J not on e construed tocodsorj aneean,oviolation Of the W n° applicableviolateorpresumed Uj j WWMMIM k. &1\\ \ \..0 \\\..a IWMWWWW tt ...... ,K\Nwwm w . ...... `,\N\Wlt MWWMM 5 6 7 8 9 10 11 12 13 14 15 161234 M M partners 2852 Kelvin Avenue PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS AND CROSS RUNNERS OF THE Irvine, CA 92614 CEILING SYSTEM AND THEIR SPLICES, 949.753.7676 T INTERSECTION CONNECTORS AND EXPANSION 1/2" EMT - RUN TIGHT TO STRUCTURE ABOVE 949.753.7678 F t DEVICES SHALL BE DESIGNED AND CON- (4'-0" MAX. FOR 112" wdpartners.com STRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR SECURE SUPPORT WIRES TO EXISTING STRUCTURE OR STUD INFILLTWICETHEACTUALLOAD, WHICHEVER IS HANGER WIRE GREATER, IN TENSION WITH 5-DEGREE NO. 12 GAUGE WIRE (TYP.) MISALIGNMENT OF THE MEMBERS IN ANY MAIN RUNNERS Atlanta 12 GA. VERTICAL HANGER WIRE LAY-IN LIGHT FIXTURE DIRECTION, AND IN COMPRESSION. IN LIEU OF COMPRESSION STRUT REQUIRED @ EACH NOT TO EXCEED 6'-0" Boston Chicago5-DEGREE MISALIGNMENT, THE LOAD MAYBE SEISMIC RESTRAINT 12'-0" O.C. EACH WAYLAPPLIEDWITHA1-INCH (25AMM) ECCENTRICITY ON ATTACH FIXTURE HOUSING TO L AND WITHIN 6-0" OF EACH WALL Columbus A SAMPLE NOT MORE THA 24 INCHES (610 MM) SPLAY BRACE WIRE CEILING SYSTEM WITH TWO (2) Dallas LONG ON EACH SIDE OF THE SPLICE. THE VERTICAL -12 GA. HANGER WIRE 12 GA. HANGER WIRE - ONE Los Angeles CONNECTIONS AT SPLICES AND INTERSECTIONS @ 4'-0" O.C. 8" (MAX.) OR 114 112" AT EACH END. Miami SHALL ALL BE OF THE MECHANICAL INTERLOCKING LENGTH OF DIST. SacramentoCROSSRTYPE. —3/4" EMT -NOTCH OVER MAIN RUNNER LE RUNNERS TO FIRST MAIN #12 HANGING WIRE 4' -0" O.C. CONT. HORIZ. STRUTDRILL5132" HOLE FOR 1/8" BOLT AND LOCK- 5- ATTACHED TO FRAMING, SIMILAR VENT SPREADING TO DETAIL BELOWNUTAFTERCEILINGSYSTEMISLEVELED FFT7 CROSS TEE TO PRE A Z-0- OF RUNNERS MAIN RUNNER AT 4'-0" WALL TRIM 45* 5- O.C. (TYP.) PLASTIC LAMINATEMAINRUNNER (4) #12 SPLAY WIRES IN PLANE OF RUNNERS. ATTACH TO ROOF TV/ VCT COMBO / PLYWOOD COUNTER LAY-IN CEILING TILE CROSS RUNNER AT 2'-0" O.C. (TYP.) A " I FRAMING AS SHOWN BELOW 12'-0" D.C. 6-0" MAX FROM WALL. 3 CON HUB WOOD FRAMING FOR K 16D NAIL (TYP.) A K 45' MAX. SYMBOL A/P KICKER 4) TURNS MINIMUM (TYP.) HNS MMV 45' SUSPENDED CEILING DETAIL AT WALL PLYWOOD KICKER, AT MIDPOINT AND BOTH R, ENDS OF COUNTER SKYSURFER 45' MAX.. ( 4) TURNS MIN. IN —UNIX TOWER 1x HORIZONTAL WOOD F, 1 . LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE BLOCKING PAINT TO MATCH 1 1/2'(TYPICAL) WALLSCEILINGLOADSARELESSTHAN54PERFT. AND NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER KICKPLATE FOR CONDUIT 45' MAX. WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM THE PLANE OF THE RUNS, ONLY USED IN Mal SEISMIC CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 12' -0" O.C. IN BOTH UPS DEVICES (2) OFFICE AT AREA NOTED, DIRECTIONS, WITH THE FIRST POINT WITHIN 4-4' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT PLASTIC LAMITE TO MATCH LOCKING PIN WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. V -81/2" WALLS. z MAIN RUNNER C BASE AS SCHEDULED, NOTES: jSUPPLIEDANDINSTALLED ROSS TEE ( 4Y12 GA. SPLAY WIRES 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE 1.) BOTTOM TWO (2) SHELVES ROLLOUT BY G.C.. SPLAYED 90° FROM EACH AIN RUNNER HANGERS TO THE STRUCTURE ABOVE. THE METHOD USED MAY VARY DEPENDING UPON THE TYPE 2.) REMAINING THREE (3) SHELVES FIXED AOTHER & 45° FROM CEILING PLANE OF STRUCTURE. THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY 3.) 201/2" WIDE X 21 112" DEEP (FLOOR CROSS TEE > INDICATES THE TYPE OF FASTENERS TO BE USED. THIS DRAWING SHALL BE SUBMITTED TO THE SPACE 201/2" WIDE X 31 1/2" DEEP) FINISH FLOOR LOCAL BUILDING INSPECTOR FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. LAY-IN CEILING SUSPENSION SYSTEM LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER 6" 4"X4" 20 GA. NOTES: BRACKETS @ 24- O.C. 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM CLASSIFICATION. EQUIPMENT RACK PROVIDED BY RITE AID SOLID BLOCKING AS CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE BUILDING DEPARTMENT PRIOR TO INSTALLED BY G.C.. REQUIRED, SUPPLIED INSTALLATION. AND INSTALLED BY G.C.. H H W, tlm WPI 1 W M N "'t" zm- M taNUM0 V A COUNTER DETAIL SCALE: N.T.S. H151LAY-IN CEILING SUSPENSION SYSTEM DETAIL TYPICAL CEILING DETAILS EQUIPMENT FLACKHH9SCALE: N.T.S. H13 SCALE: 1/2" =11'-T SCALE: 1" =1'-O" I tttt tt ,Q\MW tWWMM 949&1w, %N=w, ,4tt, t \=04M 1 4 MAIM wl I two, W ttt ""U", z z ""n Z MNMN w,\', k, F" "rg g. .. .... . A, yj Ln CN FLUORESCENT STRIP LIGHT FIXTURE ABOVE, G SEE CEILING PLAN AND ELECTRICAL G DRAWINGS FOR MORE INFORMATION AC-1 Uj ARMSTRONG 10" AXIOM EDGE BAND SEE FINISH SCHEDULE 0 Uj GAS, a REA-102 & A-801 FOR WALL FINISH AND 0 0 Lu U) 0 PARTITION TYPE b REFRIGERATOR N.I.C. - F- LU Z WOOD BLOCKING STEEL ANGLE 3x3x3/8 BULLET RESISTANT STOREFRONT SYSTEM IF < F J METAL STUDS DRIVE THRU WINDOW FRAME C14 j0o Uj SHIM AS REQUIRED t; 21-6" t, STEEL SUPPORT ANGLE 3x3x318 3 UNISTRUT ATTACH DT AXIOM GRID -HUNG BACKER ROD AND SEALANT K ROM S UCTURE GYP. BID. SILL, HAOER [RES SINK BASINT-61' zSTEELANGLEBELOW3x3x3/8, PAINT TO MATCH WALL FASTEN ANGLE TO BLOCKING a. WALL CABINETS TOM GYP. BID. VC DUIT FOR POWER FEED, ALUMINUM FLASHING 3 5/8"METAL STUDS @ 16"O.C. INTED P-6, THE CONDUIT 1" FILLER PANEL FEEDING THE LIGHTS IS TO BE PLAN DETAIL SEALANT 8-CMU ROUTED FROM BACK WALL BACKSPLASH t BACKER ROD AND SEALANT E 1 1/2" V-0" RECESSED CAN LIGHT - SEE E RIGID BRACING To MEET ELECTRICAL DRAWINGS1) KRAFT FACED FIBERGLASS R-15 BATT I SEISMIC REQUIRMENTS INSULATION ff PLAS.LAM.000NTERTOP T-13" 21-011 HOT WATER HEATER AND 4" DRIP PAN RE: P-202 511" P.T. PLYWOOD, t, tk EXTEND PLYWOOD ONTO WALL 1 h I-L L_ _L — — — — — — - L __1 -LI I BEYOND 2) 3/4"0 THREADED RODS IN V t, AR D CtiZTDMEZZANINE SIMPSON'SE7 EPDXY (SPECIAL INSPECTION REQUIRED) 10' -6" A.F.F. RISTOPHE K. D0E:3SC-.LAG PERIMETER STEEL ANGLE 3x3x3/8 4SILLDETAILATDRIVETHRUREFLEC. CEILING DETAIL WAITING PLAN LOUNGE CABINETS SCALE: 1 1/2" V-0" D5 D9 -SCALE: 1/2" V-0" D13 SCALE: 1/2" - V-0" Z CDZ STEEL SUPPORT ANGLE 3x3x3/8 ALARM OVER J-BOX RUN 0 < TO POWER PANEL SEE t 46. SHEET E -102 RUN CONDUIT TO ALARM00 C) 0 STEEL ANGLE 300/8, BOX OVER J-BOX RUN TO APPROVED t, POWER PANEL SEE E-102. NOTE: PROVIDE SOLID BLOCKING FOR MOUNTING UPPER AND BASE3: FASTEN ANGLE TO BLOCKING FO- "t7IRMFF ISSUANCE REVISIONSMOUNTEDAT14'-0" A.F.F. SOOTT FA7FKAS & ASSOCIATE ABINETS t, ON SALES SIDE OF WALL S, INCINC. C F C [3 ABOVE DOOR 1148 Dki E_ LINE OF WALL BEYOND El REA-1 02 & A-801 FOR WALL 1/2" `v- Qp.en reviewed for adhererl' C 0, e S pe to the E3FINISHANDPARTITIONTYPECONCEALED nd ord'P.ance. Aufhori ation isC ss ie a building permjQ`pending 2) 3/4"0 THREADED RODS IN - STEEL ANGLE 3x3x3/8, CONDUIT RUN 171a:' appi,cablc City a 2 encies. R SIMPSON'SET EPDXY (SPECIAL FASTEN ANGLE TO BLOCKING IN WALL F E3SOFFITI, e 11 'rice or granting of a permit b#sed onINSPECTIONREQUIRED) ! hCse plans shall not be con rued toPoproveanyvic;at:on of the a plicablec0d,: 0; ,,durance. No permit presume to give 13 DOUBLE UP METAL STUDS al-Grity i3 vrlate or cancel the provision f such0 WALL CABINETS fl COC ls sna! be valid. R 131" FILLER PANEL Cn UPPER BOLT SINK BASIN jBMODULEUPPERBOLTMODULE36W30W B v- KEYSWITCH--- BACKSPLASH PANIC HARDWARE PANIC HARDWARE COUNTERTOPPRIMARYBOLT PRIMARY BOLT MODULEMODULE PROTOTYPE REMOVABLE SINK BASE BASE CABINETSF, 107 X 163 7 REFRIGERATOR (N.I.C.) STORE NUMBER END PANEL FINISH BOTH LOWER BOLT SIDES MODULE LOWER BOLT MODULE WD PROJECT NUMBER 1 Ji 1 RAIPD0001 A DOORR 101 DOOR 114A 36SB 30B R114" SPIRAL RUN INSTALL Uj TYP) R ACROSS FACE OF DOOR AND INTO DOOR FRAME A A702 oq WATER HEATER SUPPORT DETAIL SECURITY ALARM DOOR ELEVATION ELEVATION LOUNGE CABINETS J, A SCALE: V= V-0" A5 SCALE: 3/8" V-0" Al 3 SCALE: 1/2" - 1' -0" 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N W IIAWWW law\ IWAMMM "IwAffmft"- w ftzft nm w,,wawow 0 n MMMMIMM \m V0 _0M,,0W\ m "ffmw HON, \0amt. t 6 7 8 9 ': 12: 130 r=te 16 ale rme neilDtlWL'c HAIINGS- ANSWL253 uAVy t Nonbearing Wall Rating — L HR estgn o. J f ,.. 2 3 44 5 a ten crews spaced 8 m. OC when applied Mrizontally, orB inTOC S along lied and bottom edges and 12 in. OC in the field when panels v Ti — maPC NADIANILYPSUM COMPANY — r _)'`It'' AR C, m-ARP -AR, SCX SHX, WRC or IVRX i' — — — — — — — — — — — — ' tt — - 74 J s<j : UNITED STATES GYPSUM CO T ypee AR, C, FRX-G, [PiJJJ'''[[[E:::: IP -X2, [PC-AFL SCX SHX, WRC or WWFIRESAFING, TO FILL VOIDS ABOVE WALL T.O. SLAB USG MEXICO S A DE C V — Type AR C, IP -AR, IP -X2, IPC• M02ARSCX, SHX, WRC or WFUL y (As an alternate to Items 4 or 4A) — Nom 3/4 in FL M TRACK, FULL LENGTH OF WALL; 48. G um Board• - i 2 114" N0. 6 TYPE "S^ DRYWALL SCREWS ' \ 1. Floor and Ceiling Runners— (,rot shown) — Channel shaved nun this .4 R wide, installed As described in Item 4A with screw, length @ 12" O.C. TYP. `;} + ners, 3-5/8 u . wide (min). 1 -1/4 in. legs, formed from min o. 2, MSC 1 increased to 1 -1/4 in. 0 0XIS3 STAIR STRINGER (m n No. 20'ASG when hem 4C is used) pals steel, attached to fl" CANADIAN GYPSUM COMPANY —Types AR, INAR 3 518" X 20 GAUGE METAL STUDS 5/S' DIA. STUD and rehmg v;ith fasteners spaced 24 m OC max UNITED STATES GYPSUM CO —Types AR, IP -AR 3) TOTAL ?' 2. Steel Studs— Channel shaped, 3-5/9 In wide (min), 1 -1/4 in. le USG MEXICO S A DE C V —Types AR, INARAT16" O.C. X 3' LONG p MSG when l em cKused)FgaSAN slw ed 24 mssOC mem n tIo 20 `4C. J ksumgg m'dpanels( nst Ikd asalternate to Itemsn4ltan 4A w th TypSe/ S12 Optional) — Mineral wool or glass fiber hates I steel Arneson. The length and spacing of the screws as specified underoe-; 3. Batts and Blankets•— tional "' CONT. CEILING RUNNER l ally or o mplelely filling stud cavity. Item 4A- Batts and Blankets(BZJZ) category for names of Classified comlramn CANADIAN GYPSUM COMPANY —Type FRX R -19 FIBER GLASS INSULATION r ' ypt 3A. li applied cellulose Insulation tomaterial. The fiber (lied wi,h ": 5. joint Tapeand CompoundGYPSUM CO —Type FRKr518" TYPE "X" GYPSUM BOARD BOTH SIDES - U' r w Spray PFti PP "; 1 Q Vinyl, dry or remixed joint compound, s EXTEND FROM TOP OF SLAB TO TOP OF TRACK 'y. water to completely fill the enclosed cavity in accordance with Bu a Eed m two crisis to joints and screw hods; paper tape, 2 ten. wide, c sf + ,y application irstructwns supplied with the product. Nominal dry den embedded in first layer of compound wer all joints. As an alternate, CONT. SEALANT;° STIWDA(P 12GA CsRIP °a' arty of 3.0 lb, - nominal 3/32 in. Nick gypsum veneer plaster may be appplied to theUSGFEENFIBERLLC— Cocoon stabilized cellulose insua a entire surface of Clas ' veneer ba rd. may ,didoroed. ; CONTINUOUS METAL STUD TRACK, ANCHORED STRUT STAIR TREADS L3X3XI/4xm' -6' WTFI (2) 5/8' tioo' b. Resilient Clunnel — (Opt owl -Not Shawn) oi 25 MSC gale steel3B. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item 3) and :; resilient channels spaced vertically max 24 is OC, Barge portionWITH118" DIAMETER POWDER ACTUATED TYPE 3 5/8" X 20 GAUGE METAL STUDS 4 EMBED BOLTS (WILTI Item 3A - Spray applied cellulose nsulat an mater al The fiber is attached to each me sent n& stud with 1/2 n. ling type 5-12 panheadFASTENERSAT2' -0" ON CENTER MAXIMUM, 16" O.C. + HT -160 OR HILTI KWIK BOLT 11 applied with water to interior surfaces in accordance with the apf8o— j steel screws. Not for use with Type FIX gypsum panels@ - term instructirrs supplied with the produa Applied to complete;, fill 6A. Steel Framing Members (Not gown)" — As an alternate to Isem 3, Lv ;'`'t; the enclosed :ovity iNmum dry 'u of 43 pounds per mbu h furring channels and resilient sound isolation clip as described below: *' L TRACK GAUGE TO BE SAME AS STUDS. NU -WOOL CO INC — Cellulose Insulation a. Fu r ng Channels — Fo mail of No. 25 MSG gall steel. 2 -1 /8 in. 4. Gypsum Bei— 5/8 in. thick, 4 it wide, attached to steel stud: and 'wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Chan - 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES - noon and ceiling tCONCRETEFLOORSLABONGRADE. SEE — — ask with I n. long, Type 5 sled screws spaced 9 m a ,: reels secured to studs as described n I em b. EXTEND FROM TOP OF SLAB TO BOTTOM OF OC. along edges of board and 12 in. m the field of Ne board. lobm b. Steel Framing Members• — Used to attach furring channels (Item a) STRUCTURAL DRAWINGS CORD Q ;" oriented vertically and staggered on opposite sides of the assemblyy fa studs (Item ]). Clips spaced 49 in. OC., and secured to studs withT,O. SLAB +; '^' Whm slashed to it 6 (resilient channels) or 6A (furring d'am,el;), 1-5 /9 in. wafer or hex head Type 5 steel screw, through the centeratwallboardis .;c,ew attached to furring channels with 1 in. lon T x S grommet Furring channels are friction fitted into rliFINISHFLOORR -19 FIBER GLASS INSULATION - U U — TTP t'' s eel screwsews spied tz n. oe g g t1 g PAC INTERNATIONAL INC —Type RSK -10' -0" -III —I 3/ AMERICAN GYPSUM CO —TypeS AG{,'AGXC Bearing the UL Classification Mark r y\ r.a, OWN, ....,..., \...._ - \:.... .... -...,. .:,- may. \y. .... .....:. ...... \ y .,,r .,....a \W. ..... .u. ...w ,. ... r..:. ...... .., aa\ u \.. ,. tia\.. ... .. x. ., ,,:: \u\\... , \ \. \ \....„ , \ \...... w 1 2 - 3 4 5 6 7 -_ 8 9 10 11 12 13 14 15 16 COMPRESSED SOUND ATTENUATION DOOR FRAME HARDWARE KEY SCHEDULE NOTES KEY PROCEDURE NOTES . INSULATIION. (FIRE SAFING INSUL. AT DOOR # SIZE MATERIAL TYPE FINISH MATERIAL TYPE JAMB HEAD FINISH LABEL SET No. KEY SIDE KEY NUMBER FIRE- RATED PARTITIONS) METAL DECK 100A PR T -0"XT -0" MTLIGLASS E MANUF MANUF MANUF MANUF MANUF MANUF 1 EXTERIOR KEY #1 STOREFRONT ENTRY DOOR - SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. \ 1. KEY SET #1 IS FOR THE FRONT ENTRANCE DOORS. THE BESAM DOORS N COME WITH A CONSTRUCTION CORE AND KEYS. THE RITE AID 1 B "X7' STOREFRONT ENTRY DOOR - SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. WP-3 00 PR 3-0 -0 MTLIGLASS E MANUF MANUF MANUF MANUF MANUF MANUF 1 100 KEY 2X4 WOOD BLOCKING CONT. 20 GA. SHEET METAL FILLER OPERATIONS DISTRICT MANAGER WILL REMOVE THIS CORE AND M 5/8" GYP. BD. 18 GA. 3 5/8 METAL STUD SET IN SEALANT AND FASTENED TO t00C 3'- 8112 "X10' -0" ALUM D P -8 MTL MANUF MANUF ANUF MANUF MANUF 101 NON MOTORIZED OVERHEAD GRILL -QMI, AL5-E WISOLID SLATS SUPPLIED & INSTALLED BY RITE AID REPLACE IT WITH ANOTHER CORE. THE FINAL KEYS FOR THIS KEY SET M KOROGAURD MTL DECK 100D 12'-0"X10' -0" ALUM D P -8 MTL MANUF MANUF ANUF MANUF MANUF 101 ARE SUPPLIED BY RITE AID. PROVIDED A SIGN IN CONTRASTING LETTERS CORNER TRIM COPE G.W.B. AROUND METAL DECK OF 1 INCHE OR MORE AT THE DOORS STATING: "THIS DOOR TO REMAIN PROFILE 100E 3' -8112 "X10' -0" ALUM D P-8 MTL MANUF MANUF ANUF MANUF MANUF 101 UNLOCKED DURING BUSINESS HOURS ". APPLY WP -1 PRIOR TO CONT. ACOUSTIC SEALANT - BOTH 101 3' -0" X T -0" INSUL. MTL A P- 10113-11 MTL 2 J3 H3 P- 10/P -11 6 101 KEY #2 PROVIDE PANIC HARDWARE & SECURITY ALARM WIRING - SEE HARDWARE SCHEDULE AND DETAIL ON A -702 FOR MORE INFORMATION. ; 2. KEY SET 42 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. MOUNTING GATE SIDES FIRE RESISTANT JOINT SYSTEM AT FIRE RATED PARTITIONS. 103 NOT USED '3 KEY SET #3 IS TO HAVE 8 COPIES. THESE ARE SUPPLIED BY THE GC. METAL EDGE TRIM WHERE EXPOSED 104 T-O" X T -0" HM C P -9 HM 1 A H1 P -9 2 103 KEY #2 OFFICE DOOR WITH FLOOR STOP. (MIRRORED GLASS). 4. KEY SET #4 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. TO VIEW STEEL RUNNER W/ MIN. 2" 106 3' -0" X T -0" HM A P -10 HM 1 J1 Hi P -10 5 105 KEY #3 MEN'S RESTROOM DOOR WITH 6114" DOOR FRAME 5. KEY SET #5 IS SUPPLIED BY RITE AID. SHUTTER RAILS C2 FLANGES - FASTEN TO MTL DECK PRIOR TO 107 3' -0" X T -0" HM A P -10 HM 1 J1 Hi 13.10 5 105 KEY #3 WOMEN'S RESTROOM DOOR WITH 6114" DOOR FRAME 6. KEY SET #6 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY THE GC. SHUTTER CURTAIN NSTALLATION OF SPRAY FIREPROOFING, THESE KEYS ARE FOR THE ACCESS PANELS IN THE UNDERSIDE OF THE 3 5/8" METAL REFER TO DETAIL G14/S206 108 3' -0" X 7' -0" HM G P -10 HM 1 A H1 P -10 4 105 KEY #3 LOUNGE DOOR - TEMPERED SECURITY FILM/LAMINATED TEMPERED DRIVE THRU CANOPY. STUDS @ 16^ O.C. 3" KOROGUARD CORNER SEE WALL TYPES FOR WALL CONSTRUCTION 109A T -0" X T -0" HM C P -10 HM 1 A H1 P- 8/P -10 3 111 KEY #4 PHARMACY DOOR WITH FLOOR STOP. (CONSULTATION SIDE OF DOOR FRAME TO BE PAINTED P -10). 7. KEY SET #7 IS TO HAVE 6 COPIES. THESE ARE SUPPLIED BY RITE AID GUARD „ COPE GYPSUM WALLBOARD AROUND STEEL BEAM THROUGH THE GATE SUPPLIER, QMI. L WP_1 1098 3' -0" X T -0" WD F PL-8 HM 1 A H1 P- 10 /P -10 3 112 KEY #4 CONSULTATION ACCESS DOOR. (DOOR FRAME TO BE PAINTED P -10 ON CONSULTATION SIDE, P -10 ON WAITING ROOM SIDE.). LkPROFILEWHEREOCCURRING PARALLEL TO RIBS OF DECK PERPENDICULAR TO RIBS OF DECK PICK UP COUNTER- PHARMACY OVERHEAD GRILL- QMI, AL5-E W /SOLID SLATS- SUPPLIED & INSTALLED BY RITE AID RELATED FINISHES, 8. ALL OF THE LOCKSETS FOR THE KEY SETS WHICH ARE SUPPLIED BY THE NOTE: 109C 13' -6" X 13' 6" ALUM D P -8 MTL MANUF MANUF MANUF MANUF MANUF 101 NONE SWITCHES, ELECTRICAL &WEDGE WALL CONSTRUCTION ARE SUPPLIED BY G.C) SEE DETAILS L1,J7, G1, D1, AND Al ON A -801 GC ARE TO BE TURNED OVER TO RITE AID PER THE DIRECTION OF THE RITE AID CONSTRUCTION MANAGER. r: tea, ;r<, s , r \\\r\ FASTEN STEEL RUNNER TO METAL DECK. FRICTION FIT METAL 109D T -0" X 3'-6" HWD H PL -3 WD NIA N/A NIA N/A 7 109 KEY #4 DOOR HINGES FASTEN TO PANEL STUDS TO RUNNER & FASTEN G.W.B. TO STUDS - DO NOT FASTEN TO -9. THE GC IS TO SUPPLY ONE BLANK KEY FOR EACH LOCK SET. PLAN DETAIL RUNNER. MAINTAIN GAP AS INDICATED BETWEEN STEEL RUNNER & DROP OFF COUNTER- PHARMACY OVERHEAD GRILL- QMI AL5-E W /SOLID SLATS- SUPPLIED & INSTALLED BY RITE AID (RELATED FINISHES, L 1 SCALE: 3" = 1'-0" METAL STUD/G.W.B. TO ACCOMMODATE STRUCTURE DEFLECTION 109E T -10" X 13'-6" ALUM D P-8 MTL MANUF MANUF MANUF MANUF MANUF 101 NONE SWITCHES, ELECTRICAL & WEDGE WALL CONSTRUCTION ARE SUPPLIED BY G.C) SEE DETAILS L1,J1, G1, D1, AND Al ON A -801 10. ALL DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. SEE PARTITION TYPES FOR WALL QONSTR. 109F 2'-6" X 2' -6" STL J P -8 STL MANUF MANUF P-8 109 16 GA, CONCEALED PIANO HINGE, DOUBLE LEAF, SCREW DRIVER OPERATED LATCHMANUFMANUF - 11. KEY - LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE WP -1 DULFD13ASE MAIN EXIT CONSISTS OF A SINGLE OR PAIR OF DOORS WHERE THERE IS109G2' -0 "XT -0" HM A P HM 1 J1 H1 138 9 NIA NONE WP -1 CONTINUOUS METAL STUD TRACK ANCHORED RECEIVING AREA EXTERIOR DOOR, PROVIDE PANIC HARDWARE, AND SECURITY ALARM WIRING -SEE HARDWARE SCHEDULE AND DETAIL ON A READILY VISIBLE, DURRABLE SIGN ON OR ADJACENT TO THE DOOR 2X4 WOOD BLOCKING 114A 3' -0" X T -0" INSUL. MTL A 13-11 MTL 2 J3 H3 13-11 6 114 KEY #2 STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESSFORMOREWITH1/8" DIAMETER POWDER ACTUATED TYPE KOROGUARD CORNER GUARD HOURS." CBC 1003.3.1.8 3 5/8" METAL 3" \ FASTENERS AT Z -0" ON CENTER MAXIMUM 1148 PR T -TXT -0" POLYMER CELL B MANUF STL 1 J2 H2 P -9 NA MANUF NONE ELIASON DOOR MODEL #P11 PLUS -COLOR #110 GRAY -NO SCUFF PLATES REQUIRED ( ) STUDS @ 16" O.C. TRACK TO BE SAME GAUGE AS STUDS. PC2 12. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH THE CONT ACOUSTIC SEALANT BOTH SIDES FIRE 114C NOT USED REQUIREMENTS OF UBC STANDARD 10-4. THE ACTIVATING MEMBERKSHUTTERCURTAIN - K 5 /8" GYP. BD. RESISTANT JOINT SYSTEM AT FIRE RATED PARTITIONS SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES MORE SHUTTER RAILS 114D ]76 ' -0" X F-O" STL D P -11 STL MANUF A H4 P -11 MANUF 114 KEY 42 OVERHEAD DOOR (NOT MOTORIZED). THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING SHALL NOT TYPICAL PARTITION 116 T -0" X T -0" HM A P -11 HM 1 A Ht P -11 2 115 KEY #3 ELECTRICAL ROOM • VERIFY REQUIREMENTS. EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. (CBC O\G- "": ., \:••. \V i. \`i.\A \NM.@' R•.ri {t r. :d';rry. . 4 \.. ••a,..:(: •i \_: \....... 1003.3.1.9) APPLY WP -1 PRIOR TO PARTITION HEAD AND SILL DOOR SCHEDULE MOUNTING GATE SCALE: 1 1/2" = 1' -0'" KT SCALE: GENERAL NOTES 18 GA. 3 5/8 METAL STUD I A. WHEN THE DOOR IS FULLY OPENED A MINIMUM CLEAR WIDTH OF 36 I I I I SEE K4 /A -801 FOR SEE K4 /A -801 FOR HEAD INCHES IS REQUIRED FOR PASSAGE PER CBC 1118B.1. SEE K4/A-801 FOR HEAD DETAIL SIMILAR SEE K4/A-801 FOR HEAD DETAIL SIMILAR SEE K4 /A -801 FOR HEAD DETAIL SIMILAR B. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDSBACKERROD &SEALANT WITH NO GWB WITH NO GWB SEE K4/A-801 FOR HEAD DETAIL SIMILAR WITH NO GWB HEAD DETAIL DETAIL WITH NO GWB 8' -0" A.F.F. FOR EXTERIOR DOORS AND 5 POUND FOR INTERIOR DOORS. MARLITE TRIM EXTEND GYPSUM WALLBOARD C. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM ALUMINUM STOREFRONT WALLBOARD FULL FULL HEIGHT BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND ABOVE CEILING ABOVE CEILING ABOVE CEILING ABOVE CEILING LOCKING DOORS THAT ARE HAND ACTIVATED AND THAT ARE IN A PATHJWINDOWSYSTEMHEIGHT J OF TRAVEL SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER -TYPE LINE MARLITE PP -1 BELOW + lX WOOD CAP , HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER L PAINTED HARDWARD DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE a \ FILING CEILING CEILING CEILING CEILING CEILING - ABILITY TO GRASP THE OPENING HARDWARD. PLAN DETAIL " D. THE SWEEP PERIOD OF THE DOOR CLOSER SHALL BE ADJUSTED SO THE FROM AN OPENING POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT SCALE 3" 1' -0" LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, a :u vv 1 • vao w. mss; ' MEASURED TO THE LANDING EDGE OF THE DOOR. l 3 5/8" 20 GA METAL 3 5 /6" 20 GA METAL 3 518" 20 GA METAL STUD " 20 GA METAL STUD 3 5/8"20 GA METAL STUD 3 5/8" 20 GA METAL STUD 6" 20 GA METAL STUD E PROVIDE A SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE IS STUD STUD PROVIDED AT THE MAIN ENTRY DOORS STATING THIS DOOR TO REMAIN LINE OF WALL BELOW a7NLOCKED'DURING BUSINESS HOURS." BRAKE METAL FILLER TO MATCH f 4 7/8 41/4" 4 7/8" 7114" 4 7!8" 4 7/8" 71/4" F THE FRONT ENTRY SLIDING DOORS SHALL COMPLY WITH UBC STANDARD STOREFRONT _ ¢ 101 H \ „ 3 518" 20 GA MTL STUDS @ 6" 20 GA MTL STUDS @ 16" O.C. 3 5/8"20 GA MTL STUDS 6" 20 GA MTL STUDS 16" O.C. PC2 H T3 3 518" 20 GA MTL STUDS @ 16" 3 5 /8" 20 GA MTL STUDS @ 16" 16" O.C. 3 5 /8" 20 GA MTL STUDS @ 16" @ 5/8" G.W.B. @ 16" O.C. FRAMING NOTE. R O.C. O.C. 5/8 "GWB O.C. 518" G.W.B. ONE SIDE ALUMINUM STOREFRONT 5fR" G VY 8 EACH SIDF 5/8" G.W.B. 5/8" M.R.G.W.B. TOILET 5/8" M.R.G.W.B, TOILET ROOM SIDE 5/8" M.R.G.W.B. ON TOILET 1. ALL METAL STUDS ICBO #ER 4943P STRUCTURAL STEEL WINDOW SYSTEM ROOM SIDE 5/8" G W -8. EACH SIDE 5/8" G.W.8. EACH SIDE ROOM SIDE FRAMING SYSTEM OR EQUAL. PP -1 PANEL SYSTEM MITER BASE AND FLOORING- SEE FINISH BASE AND FLOORING- SEE FINISH BASE AND FLOORING- SEE BASE AND FLOORING- SEE FINISH BASE AND FLOORING- SEE BASE AND FLOORING- SEE BASE AND FLOORING- SEE FINISH 2. ALL STUD TO STUD CONNECTIONS MINIMUM (4) #10 TEK BACKSIDE OF PANELS AT THIS SCHEDULE SCHEDULE FINISH SCHEDULE SCHEDULE FINISH SCHEDULE FINISH SCHEDULE SCHEDULE SCREWS (UNLESS OTHERWISE NOTED) OUTSIDE CORNER BUTT THE 3. ALL STUD CONSTRUCTION SHALL CONTAIN LATERAL BRACING PANELS WITH NO METAL TRIM SEE K4 /A -801 FOR BASE SEE K4 /A -801 FOR BASE SEE K4 /A -801 FOR BASE CONDITION SEE K4 /A -801 FOR BASE CONDITION SEE K4 /A -801 FOR BASE CONDITION SEE K41A 801 FOR BASE SEE K4 /A -801 FOR BASE WITH SOLID BRIDGING & A MINIMUM OF 18GA SOLID RUNNER CONDITION CONDITION CONDITION CONDITION TRACK BRIDGING AT 10' -0" O.C. ALONG WITH 1 112" X 20GA 1 HOUR RATED (UL DESIGN NO. U465) IF RATING IS REQUIRED 1 HOUR RATED (UL DESIGN NO. U465) IF RATING IS REQUIRED STRIPS ATTATCHED TO EVERY STUD WITH (3) #10 TEK SCREWS ON BOTH SIDES (STRAPPING TO START AND END ON SOLID I BLOCKING @ 4' -0" O.C. VERTICALLY. AS SHOWN q AS SHOWN A2 AS SHOWN A3 AS SHOWN qq AS SHOWN B AS SHOWN B2 AS SHOWN 4. CONNECT STUDS TO PARCELS WITH SHOTPINS AND 20 GA. MIN. CLIPS AT 24" O.C. EACH STUD. G 41/2" A a 5. 5/8" GYP BOARD TO BE ATTACHED WITH #8 PAN HEAD G T' SAME AS B WITH MOISTURE RESISTANT _ 4 718 A C SAME AS A4 WALL HEIGHT B 1 GWB ON ONE SIDE. SCREWS AT 12" O.C. VERTICALLY TO EACH WALL STUD. INSTALL1J HORIZONTALLY WITH STAGGERED TIGHT BUTTED JOINTS. i... _. OMr r W „yrr .W\ \\ r: rr r' :r.0' S f - _ / 3 0N :'u, /)i: \i a. iai /NM1 \ \\". \ \..W \ \\ \XC .: \C :I. ..:?w •.c•.. ?h.\\\%ii\ diil a\\ \ \ \ \\\\\\\\ \Cx.......... \ \ \ \ \....H•d2 .. _. \ \.. n\\\\ a\O \\. \ \ \ \ \iv4lav aak§'\\<Y%rF \a...a vx. _. _.. S \ \ \ \ \\\\Y£Htbk _ ......... a.... 41: s4i '4" /.%.:>` \ \\\\\rikiri£#RYLiL[ .. .a x }: \ \ \ \ \ \a \a\ s _a\a n\ \`. .......1. s,. ... __..... ... .....a..o.,,..,.... __..... .. s ..... .,xa ... SAME AS B NOT RATED """' ' "`` "" PLAN DETAIL PARTITION TYPES 3 G1 SCALE: 3 = 1 -0 4 SCALE: 1 1/2"=V-0" -0 SAME AS B1 NOT RATED , a\'1\ :rs ... .. ... .. ... ........ ... ...... ,. :..... "c ____. r, ssas£ .-.., 4....... ....... \, \\ .......... r z; 51 .. e.... \\ ..,.,.,.,.,.,.,., .......:..^,... :.%A• \'k .. ur. \ y........... -.,. .- ,.,...3:&°».°.`,....:.. \\ \\l sv....\ s..... -,. ,y--- „-- ......... ... .. x \a.x..a.x...., .. \\\\@\ aZ..e.,...........y- r- >`..... ,,., -.-. -. ......... .z m..:.» _.. *.baii,:3n .\.e a.r S SEE PARTITION I 5/8” GYP. BD. TYPE d Q i BATT INSULATION BLOCKING a / rr , F OVER HEAD DOOR F F1/2" 1/2" 41/2" 12° _ dLINEOFPP1CONNECTION 44 PANEL SYSTEM LN Xi CONT. SEALANT WOOD BLOCKING AS ALUMINUM STOREFRONT STRUCTURAL / ( NP ) REQUIRED / BAIT WELDED METALWINDOWSYSTEMBRICKBEARINGINSULATION BACKER ROD &SEALANT BACKER ROD & MTL. STUD z 5 7!8" FRAME PAINTED SEALANT P.T. WOOD 5/8" GYP. BD. a DOORJAMB 5/8" GYP. BD. MARLITE TRIM BLOCKING I' BLOCKING H2 ANCHOR J2 I MTL STUDS INTERIOR HEAD CONDITION INTERIOR JAMB CONDITIONI SHIM a STRUCTURAL BRICK BEARING = PANELING WHERE 2X4 WOOD BLOCKING ° SHIM SCHEDULED SEALANT E BACKER ROD CONT. SEALANT & SEE PARTITION TYPE E BACKER ROD il, AND SEALANT _ BACKER ROD (TYP.) 3" i AND SEALANT BLOCKING INSTALL WP -1 PRIOR TO GATE INSTALLATION WELDED METAL MARLITE EDGE i a 3 518" METAL STUDS SHUTTER RAILS M 3" 5 7/8" FRAME PAINTED P -11 5 718" 112" 1/2" PIECE 1/2" 112" @ 16" O.C. 3 DOOR JAMB ANCHOR SHUTTER CURTAIN \ H 3 PAINT STEEL ANGLE J 3 ( TYP ) CONT.SEALANT M P.T. WOOD v WP -1 INSTALL PRIOR TO MC 12x35 STEEL P -11BLOCKINGEXTERIORHEADCONDITION EXTERIOR JAMB CONDITIONMOUNTINGTHEGATEKOROGUARD CHANNEL FRAME WELDED METAL CORNER GUARD PAINTED P -11 I ' FRAME PAINTED 18 GA. 3 5/8 METAL LL MC 12x35 STEEL 1!2" 1' -0" q CHANNELFRAME DOOR 57/8 DOOR !T5 718" STUD F0 4 1/2" 1' -0" CONT. SEALANT PAINTED P -11 O.H. DOOR RAILS 6114" AT FIR DOORJAMB D H4 J4 H 1 ANCHOR J 1 D EXTERIOR JAMB CONDITIONEXTERIORHEADCONDITION INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION OC \\\. C3R\ _ ._... .y .. .........::: ....::::: .......::::: .. ...::::. y:::::\ \...«...::::. .....::.:x. _ _ .. \.c, ;,..:._.,.__ssX1__.led rna \ \\\\\ \ \..ssss „£. ..Y 33a;R3kz i....11aF -.,, ....::::. ......::........:... ....::::. ....::::. r,..... ::: ....., :.. » r: ...: u. .... aa\\\ \O\\\w\\ \ \ \\\\\\\\\\\\\C\\C.. Wa.,, PS..f: a' ...ay....' ..,. 4...,. g h'\L1 4a•..\Sili "........ \ae....... m\.... r.'.@R4'. d. 33p.. aa\i\\ \\\\F.....,.... a....... x. \ \ \., a....... Tw\. \. .nx..., rr p,.1F e..."r.r x .. ....- ...y.. ..... ..... . D1 PLAN DETAIL 04 HEAD & JAMB DETAIL SCALE: 3” = 1' -0" SCALE: 3" = 1' -0" ss: aa\\\\\ \ „ 6” 1/4" TEMPERED HARDWARE SET NUMBER 1 (FOR ALUMINUM DOOR #100A AND #100B - BY HARDWARE SET NUMBER 5 ( #106 AND #107) GLASS RITE AID) 6" 6" 1 -'/2 PAIR BUTTS, STANLEY 4 -1/2" X4-1/2" EBB 191XUS 26D !' 0 1 CORBIN - RUSSWIN CYLINDER WITH THUMB LATCH 1 CLOSER, CORBIN - RUSSWIN DC 6210 X 689 X M54 C O O v ALL OTHER HARDWARE BY AUTOMATIC SLIDING ENTRANCE DOOR 1 LOCKSET, CORBIN- RUSSWIN CL 3320 NZD X 626 X 2 -314" B.S. (PRIVACY) CSUPPLIER1WALLBUMPER, HB IVES 406 -112 X MS X PA 28 o: 6 6" HARDWARE SET NUMBER 2 ( #103, #104, #116) 3 8° , 1 FLOOR BUMPER 4061/2 X PA 28 X HB -IVES HARDWARE SET NUMBER 6 ( #101 AND #114A) WP -1 o ° 1 -1/2 PAIR BUTTS, 4 -1/2 X 4 -1/2 STANLEY EBB 191 X US 26D NRP 1 -'/2 PAIR BUTTS, STANLEY EBB 191 X 4-1/2"X 4 -1/2" X US 26D X NRP 1 CLOSER, CORBIN - RUSSWIN DC 621OX 689 X M54 1 CLOSURE, CORBIN - RUSSWIN DC 6210 X 685 X M54 WITH 105 DEGREE 2X4 WOOD BLOCKING 1 LOCK, CORBIN - RUSSWIN CL 3357 NZD X 626 X 2 314" B.S. (STOREROOM) HOLD OPEN WITH WIND CHAIN SHUTTER CURTAIN a 1 LOCK /LATCH GUARD -IVES LG13 US32D5/8" GYP. BD. ` JB IVES 115 AND SLEEVE PROTECTORS, THROUGH BOLTED FLUSH IMPACT FLUSH 1 PUSH PLATE - IVES #8200 -8- US32D 4X16 DOOR #103 1 THRESHOLD, REESE SA86 AN X 36" X EXP SHFROSTEDPLEXIGLASS + P _'ROVEDMARLITEPP -2, WP-1 q B C F G H 1 DOOR PULL - IVES #8303- 8- US32DAX16 DOOR #103 1 SET WEATHER- STRIPPING, REESE - DS78X171395 FOR P r i4iT iS3UANCEMEET@CORNER. — — — — — — 1 DOOR VIEWER, STANLEY (MOUNTED 60" A.F.F.) FAZ_nAS &ASSOCIATES, INC. USE MARLITE TRIM WF -2 1 ALARMED PANIC DEVICE, SERCURITECT MODEL #KAP- T -8 TRIDENT TO FINISH 4 POINT EXIT DOOR LOCK WITH 110V DIRECT POWER SUPPLY CONTACT EXTERIOR EXIT DOORS, #101 HARDWARE SET NUMBER 3 ( #109A, #109B, #114C) DATE MARC KAPELUS, KAPLOSS SECURITY INC., 156 -36 CROSS BAY BLDVD, APPLY MARLITE AND #114A, ARE TO HAVE 4" HOWARD BEACH, NY 11414, PH (800) 548 -7486, FX (718) 32203131, s "? Fen reviewed for adherence to the PRIOR TO MOUNTING HEADS ON THE FRAMES. 1 FLOOR BUMPER 406 1/2 X PA 28 X HB -IVES ) C a S r+ o na 'ce. Authorization is BBaBLIDIV(a AOL.COM. to Iss GATE 2„ 2' 1 -1/2 PAIR BUTTS, 4 -1/2 X 4 -1/2 STANLEY EBB 191 X US 26D NRP Ile a building permit pending22 a OOR WIDTH 1 CLOSER, CORBIN- RUSSWIN DC 621OX 689 X M54 a 2prl cab, City agenc'es. iv OOR WIDTH 1 LOCK, CORBIN - RUSSWIN CL 3357 NZD X 626 X 2 3/4" B.S. ( STOREROOM ) 1 LOCK/LATCH GUARD -IVES LG13 US32D ^ oe p or gray, ng of a permit based onoseplanss ;I not be construed to DFrove any violation of the applicableHARDWAROCKECOR (IN9RUSSWIN #CL ;3357NZDX626X2 314 "B.S. eu} rt v a'e' N0 permit presumed to giver. e or cancel the provisions of suchSTOREROOM) sr 'l: 30 v,! ;d. o q HARDWARE SET NUMBER 4 ( #108) 1 PAIR BUTTS - 3 112 X 31/2" STANLEY FBB191 X US 26D. NRPEl o a 1 FLOOR BUMPER 406112 X PA 28 X HB -IVES 1 -1/2 PAIR BUTTS, 4 -112 X 4 -112 STANLEY EBB 191 X US 26D HARDWARE SET NUMBER 8 (ROOF HATCH, OVERHEAD DOOR CHAIN KEEPER) 1 PADLOCK -CORBIN RUSSWIN# 1C PL5180 I SHUTTER RAILS INSTALL SHIM ON BACKSIDE OF TRACK ABOVE T -1" 6" METAL STUDS—/ 18 GA. 3 5/8 METAL @ 16" O.C. STUD PP -2 TO 7' V A.F.F. W Lo ACCESS PANEL N 1 DOOR PULL - IVES #8303 -8- US32D -4X16 0) Q W 2 2 a OOR WIDTH 1 CLOSER, CORBIN- RUSSWIN DC 621OX 689 X M54 a 2prl cab, City agenc'es. iv OOR WIDTH 1 LOCK, CORBIN - RUSSWIN CL 3357 NZD X 626 X 2 3/4" B.S. ( STOREROOM ) 1 LOCK/LATCH GUARD -IVES LG13 US32D ^ oep or gray, ng of a permit based onoseplanss ;I not be construed to DFrove any violation of the applicableHARDWAROCKECOR (IN9RUSSWIN #CL ;3357NZDX626X2 314 "B.S. eu} rt v a'e' N0 permit presumed to giver. e or cancel the provisions of suchSTOREROOM) sr 'l: 30 v,! ;d. o q HARDWARE SET NUMBER 4 ( #108) 1 PAIR BUTTS - 3 112 X 31/2" STANLEY FBB191 X US 26D. NRPEl o a 1 FLOOR BUMPER 406112 X PA 28 X HB -IVES 1 -1/2 PAIR BUTTS, 4 -112 X 4 -112 STANLEY EBB 191 X US 26D HARDWARE SET NUMBER 8 (ROOF HATCH, OVERHEAD DOOR CHAIN KEEPER) 1 PADLOCK -CORBIN RUSSWIN# 1C PL5180 IW,M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento W Lo ACCESS PANEL N 1 DOOR PULL - IVES #8303 -8- US32D -4X16 0) Q W ROLLING GRILLE BREAKAWAY PANEL D U Q 1 SIMPLEX L -1000 SERIES PUSHBUTTON LOCK, 2 W O I— J Z Q A A r W D E to J MODEL # LR1021C26D r FRAME FRAME 1 CLOSER, CORBIN- RUSSWIN DC 6200 X 689 XM54 O O 9\,\ \ \ \\\\ .:.... .. . ;\, ;r \ \ \ \ \ie. sss _. \ \ \ \ \dYl»• \.\\\. \ \\Yl \ \ \ \\lYe9n, . _ _ 5....:Y ........ \ \ \ \R' ___ .. -°saa ... ,.. \ \ \. .....: a \ \ \ \ \ \ \ \ \ \\ ....... sY3ffszrl. *+bsr g3'a8\ \\ \ \.. 11 O\\\\\\\\ \ \ \ \ \\`\"i...A Xa\ \ \ \....... Y'.......1\ ....r4.. &?r .... \ \ \ \ \ \ \ \ \ \ \\ a& ....., tI a\ \ \ \ \ \\ .....1:.. . \ @. \, t...... : r \ \ \ \ \ \\\ \ \ @ \ \ \\ \ .......... \ \ \ \ \ \ \ \ \ \ \ \ \. \N'.\\`\ 1 PLAN DETAIL qA DOOR AND FRAME TYPES a Al HARDWARE SETS 1 SCALE: 3" 1' -0 "' SCALE: 1/4" = 1' -0" SCALE: NO SCALE a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 IW,M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento ry CHRISTOPHERN..- Rc f•,-" b s. IV 2 3 2037 REVISIONS PC1 04 -30 -07 El CB1 05 -04 -07 PC2 05 -24 -07 V '' El W 11 a El El W o J Q PROTOTYPE W 107 X 163 2 STORE NUMBER V/ V WD PROJECT NUMBER RAIPD0001 O OA801 W Lo N 0 0) Q W D U Q 2 W O I— W Z Q J LU r W to Jr ry CHRISTOPHERN..- Rc f•,-" b s. IV 2 3 2037 REVISIONS PC1 04 -30 -07 El CB1 05 -04 -07 PC2 05 -24 -07 V '' El W 11 a El El W o J Q PROTOTYPE W 107 X 163 2 STORE NUMBER V/ V WD PROJECT NUMBER RAIPD0001 O OA801 M L J 9 JF IE A 10'_Q 119" 1 IN IT T_1 119" I )NIT 15 1 16 EYED NOTES: INSIDE FACE OF GLAZING TO BE COATED WITH WF -1 1" CLEAR INSULATED GLAZING. TEMPERED CLEAR GLASS AS SUPPLIED BY THE G.C. EXTERIOR ALUMINUM STOREFRONT SYSTEM. SF -1 SURROUND FRAME WITH BACKER ROD & SEALANT. INTERIOR ALUMINUM STOREFRONT SYSTEM. SF -2 CONTINUOUS INSULATED ALUMINUM MULLION CLAMP WI CONCEALED FASTENERS FINISHED TO MATCH FRAME. BULLET RESISTANT DRIVE THRU WINDOW UNIT - SUPPLIED AND INSTALLED BY DIEBOLD (RITE AID) - G.C. TO VERIFY MOUNTING HEIGHT WITH MANUFACTURER AND LOCAL ACCESSIBILITY CODES. G.C. TO COORDINATE WITH THE MANUFACTURER. SF-3 AUTOMATIC SLIDING DOOR SEE DOOR SCHEDULE. DOOR TRANSOM PROVIDED BY DOOR MANUFACTURE, INSIDE FACE OF GLAZING TO BE COATED WITH WF -3 IF REQUESTED OR APPROVED BY RITE AID REGIONAL CONSTRUCTION MANAGER. 0 0 0 0 0 0 G3INTERIOR GLAZING TYPES SCALE: 1/4 = 1' -0" 1Q'-A" AA rl 1 A'_A" AA r) o ~ V a n n co m r , v m 0 1/4" 14' -0" M.O. 1/4" 6-111314" 6-11 3 -11 314" 2 11 2" (TYP) 00 00 00 00 00 a V 0I 3 EXTERIOR GLAZING TYPES SCALE: 1/4" = 1' -0" 1 2 3 4 A 0 114" T -8 1/2" l4" UNIT v Ci Or 2 z is 2" (TYP) ro c 2 5 a 4 N O 6 7 8 12' -0" UNIT EQ. EQ. EQ. EQ. a a J 10 5 V O O O O Hz q O O O O 1314" o y v rmz i O O O O E 8 10 0 114" 3-8112" UNIT v O2 lV ~ N io O in N 11 1 12 v rn 13 FLVVK FOR O`HPaI T ISSUANCE SCOTT FAzICAS & ASSOCIATES, INC. Y _ DATE ns have bin reviewed for adherence to the cdes abuthoriCC za tion isdordinance. ACC to sue a building permit pending a,.,val L y all apps; Ue City agenc.as. e i =suance or ranting of a permit based ontruedto prc ;va; of these lar..s violaltion not bethen applicable pc.rn,lt or approve; any codes or o:dlnan . No permit presumed to give author.ry to viola.e or cancel the provisions of such codes shall be val d 14 FLOOR 15 16 9 \ \ \\ffi Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento 2 J H E L ry CHRISTOPHER K. DOERSCHLAG MAY 2 3 2007 REVISIONS C W o STORE NUMBER Ln WD PROJECT NUMBER O DAIDnnnnl G 0 Ci E3 W U p Q O LLI B TO W Z Y Q Fn F, J J W W i V r. J E L ry CHRISTOPHER K. DOERSCHLAG MAY 2 3 2007 REVISIONS C 107 X 163 STORE NUMBER El WD PROJECT NUMBER O DAIDnnnnl 0 E3 13 B E 0. PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER O DAIDnnnnl 4 Uj CD M LO 4w .'L M qlm 2 3 4 5 6 7 0 LLI Mw 1 2 13 14 15 6 W Z J KEY MANUFACTURER DESCRIPTION PRODUCT COLOR DIMENSION LOCATION ADDITIONAL INFORMATION j LLI TOM C) LLI J VENDOR 1 D AC-1 ACOUSTIC CEILING ARMSTRONG GEORGIAN (763) AXIOM 10", P-8 GRID: PRELUDE XL 15116" 2'X 4' DROP DISC OVER WAITING AREA, GENERAL Z VENDOR 1 m AC-2 ACOUSTIC CEILING ARMSTRONG GEORGIAN (763) PRELUDE XL 15/16"- TILE AND GRID TO BE PAINTED P-2 2'X 4' Lu VENDOR 4 M AC-3 ACRYLIC LENSE ALP LIGHTING COMPONENTS ALP45A 112'X 1/2"X 112" WHITE PANEL 23 314" X 47 314" M VENDOR 1 AC-4 ACOUSTIC CEILING ARMSTRONG CLEAN ROOM VL (870) GRID: PRELUDE XL 15116" 2'X 4' HAND DIP C-1 CARPET MATWORKS MW # 1344000-144000-001 STEADFAST GRAY 12' ROLL PHARMACY WAITING AREA VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. VENDORC-2 WALK-OFF MAT MATWORKS STICKS & STONES 18'X 18"X 318" VESTIBULE 23 PROVIDED BY RITE AID INSTALLED BY G.C. C-3 ANTI-FATIGUE MAT MATWORKS PREFERENCE EZE COLOR: SILVER 18'X 18" X 314" PHARMACY VENDOR 23 PROVIDED BY RITE All) INSTALLED BY G.C. VENDOR 22 CT-1 CERAMIC TILE DAL-TILE CO., INC. CERAMIC TILE SIERRA SERIES ASPEN #1525 I GROUT: TEC-DELORREAN GRAY #934 8'x8" RESTROOMS 318" RADIUS COVE BASE P-3689 CT-2 CERAMIC TILE B&W CERAMIC TILE S3619T, WHITE 6"X6' MEZZANINE RF-1 RESILIENT FLOORING POLYFLOR EXPONA RA#6161 MAPLE 4"06" PHARMACY VENDOR 34 REFER TO ARCHITECTURAL DETAIL ON A-102 00 X72' VENDOR 2 RF-2 RESILIENT FLOORING ARMSTRONG TRANSLATIONS 34882 WHEAT 6'-6 -0" PHOTO RF-3 RESILIENT FLOORING ARMSTRONG MEDINTECH TANDEM 87497 BRUSHED SAND 6'-6" X 72'-0" HAND DIP VENDOR 2 L VCT -1 VINYL COMPOSITION TILE ARMSTRONG 51873 BRUSHED SAND 12' X 12" GENERAL FLOORING NOTE: QUARTER TURN INSTALLATION; REFER TO ARCHITECTURAL DETAIL ON A-102 VCT-2 VINYL COMPOSITION TILE ARMSTRONG 51839 FORTRESS WHITE 12'X 12" COSMETICS VENDOR 2 NOTE: QUARTER TURN INSTALLATION; REFER TO ARCHITECTURAL DETAIL ON A-102 VENDORVCT-3 VINYL COMPOSITION TILE ARMSTRONG 51805 CAMEL BEIGE 12'X 12" RESTROOMS 2 NOTE: QUARTER TURN INSTALLATION; REFER TO ARCHITECTURAL DETAIL ON A-102 SCA SEALED CONCRETE SONNEBORN WATER-BASED KURE-N-SEAL ACUCURE BACK OF HOUSE, STOCK ROOM TS -1 RESILIENT FLOOR TO CARPET TRANSITION JOHNSONITE CTA-20-C PHARMACY NOTE: VERIFY ALL FLOORING HEIGHTS PRIOR TO ORDERING TRANSITION STRIPS U) 1Z0TS-2 NOT USED VENDOR 22 M" Fn TS-3 VCT TO RESILIENT FLOOR JOHNSONITE CTA-20-A PHARMACY Z VENDOR 22TS-4 CARPET TO SEALED CONCRETE JOHNSONITE CTA-20-J CONSULTATION AND RELIEVING VENDOR 22TS-5 i VCT TO RESILIENT FLOOR JOHNSONITE CTA-20-A PHOTOAREA VENDOR 22CB-1 SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE FIXTURES KujU) VENDOR 22CB-2 COVE BASE JOHNSONITE VINYL 20 CHARCOAL 4' GENERAL m CB-3 COVE BASE JOHNSONITE VINYL 130 SISAL 4' RESTROOMS VENDOR 22 VENDORCR-1 CHAIR RAIL RESIN-ART FLEXIBLE MOLDING# T-WM297 PAINTED P-10 11116" x 3" x12" WAITING AND CONSULTATION 25 CHAIR RAIL TO BE MOUNTED 32' AFF TO CENTER. THE CHAIR RAIL SHOULD BE INSTALLED THEN PAINTED. FRP-1 FIBERGLAS REINFORCED PANEL MARLITE SYMMETRIX SYM C -118 G44 COLOR: ALMOND 4'X 8' RESTROOMS VENDOR 24 FRP-2 FIBERGLAS REINFORCED PANEL MARLITE FRIP P -118 COLOR: ALMOND 4'X 8' JANITOR, SUPPLIES VENDOR 24 VENDOR 24FRP-3 FIBERGLAS REINFORCED PANEL MARLITE FRP P-151 COLOR: LIGHT GRAY 4'X 9 HAND DIP PP-1 PREFINISHED PANEL MARLITE CONNECTIONS 44 TOP: PL-3 (1'-4" HIGH) BASE: PL WITH -1 114" NARROW REVEALS ON HORIZONTAL & VERTICAL EDGES VARIES PHARMACY WALL VENDOR 24 PANEL SIZES SHOULD BE AS LARGE AS POSSIBLE VERTICAL REVEALS SHOULD LINE UP WITH VERTICAL WINDOW MULLIONS WHERE POSSIBLE G.C. TO INSTALL RA SUPPLIED 1" BUMPER AT 4112" AFF AND 2" BUMPER BETWEEN LAMINATE COLOR BREAKS. COLOR SW-7082 PP-2 PREFINISHED PANEL MARLITE PLANK GLAZE: PLK 193 RAWLINS 16'W X 8'-O"H X 1/4"T GENERAL VENDOR 24 WP -1 WALL PAPER / KOROGUARD CORNER GUARD KOROSEAL 5821 -0t AND 875 NAVAJO WHITE (WALL PAPER)/ K-4 BALSA (RAWC-OliRACG) (CORNER GUARD) PRODUCTS SPECIFIED FOR RITE AID 54'X 30 YARDS PHARMACY VENDOR 21 INSTALL EXTRUDED CORNER GUARD FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS. WP-2 WALL PAPER / KOROGUARD CORNER GUARD KOROSEAL CHIMAYO SERIES 0521-27, MAZE. 30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD G-875, COLOR SILKWORM #K47 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS WP-3 WALL PAPER I KOROGUARD CORNER GUARD KOROSEAL CHIMAYO SERIES 0521-84, CACTUS. 11/2 - 30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD G-875, COLOR SILKWORM #K-47 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS P-1 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW 127C 50% BEIGE FINISH: SEE SPECIFICATIONS GENERAL, BULK HEAD VENDOR 28 P-2 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW5787 LT GREEN FINISH: SEE SPECIFICATIONS GENERAL, BULK HEAD VENDOR 28 P-3 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW65DOOPENSEAS FINISH: SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 28 VENDOR P4 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6811 HONORABLE BLUE FINISH: SEE SPECIFICATIONS PERIMETER STRIPE 28 P-5 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW216 BURGUNDY FINISH: SEE SPECIFICATIONS PHOTO VENDOR 28 P-6 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6424 TANSY GREEN FINISH: SEE SPECIFICATIONS PHARMACY WAITING VENDOR 28 P-7 NOT USED H z VENDOR 28 H P-8 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW7012 CREAMY FINISH: SEE SPECIFICATIONS PHARMACY, BACK OF HOUSE a VENDORP-9 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW0055 LIGHT FRENCH GRAY FINISH: SEE SPECIFICATIONS PERIMETER STRIPE 28 VENDOR 28P-10 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6114 BAGEL FINISH: SEE SPECIFICATIONS METAL HOLLOW, CORE DOORS P -11 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6124 CARDBOARD FINISH: SEE SPECIFICATIONS EXTERIOR SERVICE, DOORS VENDOR 28 P-12 PRIMER ZINSSER OR KILZ SHIELDZ UNIVERSAL ON ORIGINAL PRIMER GENERAL, UNDER WALL COVERINGS P-13 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6380 HUMBLE GOLD FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 VENDOR 28P-14 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6386 NAPERY FINISH: SEE SPECIFICATIONS EXTERIOR P-15 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6110 STEADY BROWN FINISH: SEE SPECIFICATIONS EXTERIOR VENDOR 28 VENDOR 28P-16 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6107 NOMADIC DESERT FINISH: SEE SPECIFICATIONS EXTERIOR G PL-1 LAMINATE WILSONART 4661-60 IRON LEGACY FINISH: TEXTURED (FOR REFERENCE ONLY). FILL STATION BASE G PL-2 NOT USED PHARMACY DROP OFF AND PICKUP PL-3 LAMINATE WILSONART 4170-60 BEIGE PAMPAS FINISH: TEXTURED (FOR REFERENCE ONLY). FILL STATION BAND PL-4 LAMINATE WILSONART 1763-60 BRUNE SLATE FINISH: TEXTURED PHOTO & CHECK OUT, ALL COUNTERS w PL-5 NOT USED PL-6 NOT USED Z PL-7 LAMINATE WILSONART 7908-60 SANIBEL MAPLE FINISH: TEXTURED (FOR REFERENCE ONLY). NOT USED PL-8 LAMINATE PIONITE WM-791-5 HARD ROCK MAPLE FINISH: TEXTURED (FOR REFERENCE ONLY). PHOTO & CASH WRAP PL-9 NOT USED PL-10 NOT USED F F PLAT NOT USED PL-12 LAMINATE NEVAMAR WZ3001 T XANADU BLUE BAMBOO FINISH: TEXTURED (FOR REFERENCE ONLY). SF-1 STOREFRONT SYSTEM KAWNEER TRITAB 451T ANODIZED ALUMINUM (CENTER PLANE GLASS). EXTERIOR VENDOR 20 0 SF-2 STOREFRONT SYSTEM KAWNEER TRITAB 450 ANODIZED ALUMINUM (CENTER PLANE GLASS). INTERIOR VENDOR 20 SF-3 STOREFRONT SYSTEM DIEBOLD 121-73 BULLET RESISTANT VISION WINDOW WITH TRANSACTION DRAWER PHARMACY VENDOR 10 WFA FROSTED WINDOW FILM SCOTCHCAL 7725-324 FROSTED CRYSTAL GENERAL 5 WF-2 FROSTED PLEXIGLAS PLEXIGLAS P-95 FROSTED PLEXIGLASS 114" CONSULATION FROSTED ONE SIDE 0 WF-3 WINDOW FILM SUNSCAPE SELECT STARLITE-SL-180 INTERIOR GLAZING TYPES "A' AND "E" N.T.A: VERIFY WITH RITE AID RCM IF WINDOW FILM IS REQUIRED. SRSS220XK USED ONLY AT DRIVE -THRU. 1 DRIVE-THRU WINDOW 0 E E Z STN-1 STONE VEENER EL DORADO LIMESTONE PASADENA EXTERIOR WALLS 0U) VENDORCMU-1 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 8"X 8'X 16" BUILDING BASE 14 VENDOR 14CMU-2 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 4"X 8"X 16" BUILDING BASE (DRIVE THRU) rRP-1 RESTROOM PARTITION ALTERNATE ONE SANTANA PLASTIC PRODUCTS HINY HIDERS COLOR: MOONLIGHT RESTROOMS VENDOR 29 VENDOR 17pRP-1 RESTROOM PARTITION ALTERNATE TWO HADRIAN SOLID PLASTIC COLOR: 185 OYSTER SPECKLE RESTROOMS D U) MPA PREFINISHED PANEL CITADEL ENVELOPE 2000 PANEL COLOR: SHASTA WHITE REVEAL COLOR: CLEAR ANODIZED DRY FIT SYSTEM, 1/2' REVEAL ENTRANCE FACADE VENDOR 12 ALTERNATE: ATAS OMEGA LITE PANEL D LuZ MP-2 PREFINISHED PANEL CITADEL KYNAR 500 PANEL COLOR: SIERRA TAN, 1/2' REVEAL ENTRANCE FACADE ALTERNATE: ATAS OMEGA LITE PANEL L SFT-1 SOFFIT BERRIDGE FW-12 COLOR: SHASTA WHITE WITH GROOVES 12' W X 1.5" D CANOPY SOFFIT ALTERNATE: ATAS (BONE WHITE) VENDOR9CP-1 COPING ATAS EDGE LOCK FASCIA COLOR: MEDIUM BRONZE COPING OVER BRICK 3 VENDOR 3CP-2 COPING ATAS EDGE LOCK FASCIA COLOR: BONE WHITE ENTRANCE FACADE XLu CP-3 COPING ATAS EDGE LOCK FASCIA COLOR: REFLEX BLUE DRIVE THRU / ENTRANCE CANOPY VENDOR 3 Mm "'.40 WNIMzn"00_- MIM WW 0""' W N' """"Z'V 'Wlw"'' "MM 01?" MMMM FINISH MATERIAL SCHEDULE, MASONRY SCHEDULE, AND STOREFRONT GLASSING SCHEDULE SCALE: NONE MO 'M W" C C. APPROVED FOR PERIOT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. DATE pi -s have been reviewed for adherence to the B coca, and ordinance. Authorization is B rt-d 'o. Issue a building permit pending all applicable City agencies. p ics! ante or granting of a permit based on p,c,v3' of th so plans shall not be construed to pe,p.,t or a)prove any vicIation of the applicable coce, or ordinance. NO permit presumed to give authority to violate or cancel the provisions of such codes s6a.I; be valid. A A 2 3 1 4 5 6 7 8 9 10 11 12 13 14 5 2 \ a,, 10 R_ partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a 11,2LIZ T'ARISTCPHEFIK_Al 0EQSGHLAG MAY 23 2-007 REVISIONS El HID1 05-16-07 11 El rq Iq El M M ED PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A803 TW Uj CD M LO Uj 0 LLI Mw LLI u) 0 W Z J j LLI TOM C) LLI J a 11,2LIZ T'ARISTCPHEFIK_Al 0EQSGHLAG MAY 23 2-007 REVISIONS El HID1 05-16-07 11 El rq Iq El M M ED PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 A803 TW 1 TANK 2 aaxMa ,....... 3 x,.z...... ,, ,f ",.,, 4 CONSTRUCTION s\ .. aa.,, aaaaaaa 5 6 2 GPM @ 6 FT. OF HD 7 225 as ya z \\ , 8 9 ff, €... 10 PSIG 11 12 13 MANUFACTURER 14 15 16 AQUASTAT BY DIV. 15 TO CONTROL OPERATION SEE DETAIL Al ON THIS SHEET HWH -1 40 GAL 55 145 125 120 1 65,000 BRADFORD -WHITE GENERAL NOTES: OF DCP -1, PUMP ON AT 130 "F, PUMP OFF AT 145 "F M WIRE BY 145 °F TO 3 COMPARTMENT i DIV 16 SINK AND JAN SINK 1 /2 "DHWR TO LAVATORIES 3/4" VACUUM RELIEF VALVE, 200 PSI, ANSI 221.22, WATTS MODEL Lr #N -36 OR EQUAL. 6 "ABOVE Lap-L TANK WATER LEVEL. FIXTURE TANK TEMP RELIEF VALVE INLINE CIRCULATOR CONSTRUCTION BTU INPUT CAPACITY 2 GPM @ 6 FT. OF HD MAX. TEMP.( "F) 225 WORKING PRESSURE (PSI) 125 SIZE ENT LVG PSIG VOLTS PHASE DESIGN BASED ON MANUFACTURER MODELNUMBER REMARKS SEE DETAIL Al ON THIS SHEET HWH -1 40 GAL 55 145 125 120 1 65,000 BRADFORD -WHITE M- 2- XR504T6FBN FOR ADDITIONAL INFORMATION. A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS WITH FREEZERICOOLER SUPPLIER. B. SEE SHEET MEP -101 FOR ADDITIONAL MECHANICAL, PLUMBING AND MELECTRICALINFORMATION. C. COORDINATE WITH CIVIL DOCUMENTS FOR SITE UTILITIES. KEYED NOTES: OGAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED BY LOCAL GAS UTILITY PROVIDER. PROVIDE SCHEDULE 40 BLACK STEEL GAS DISTRIBUTION SYSTEM AS SHOWN. PROVIDE DIRT LEG, GAS COCK, AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT MANUFACTURER. O1 -1/2" WATER ENTRY INTO BUILDING. PROVIDE WATER METER, REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION, 3/4" NON- POTABLE IRRIGATION LINE, AND SUB -METER UNDER STAIRWELL. REFER TO DETAIL LL4" TYPE "B" VENT E10 ON SHEET P202. UP THROUGH ROOF Hill 4" SANITARY SERVICE TO BUILDING. D WC a..a.: z ... . ............ ...... ..,..... v 4 NOT USED. SUPPLY GAS FIRED WATER HEATER SCHEDULE RECIRCULATING PUMP SCHEDULE DCP -1 ` PIPE 1 -1/2" PVC DRAIN LINES FROM COOLERSIFREEZERS TO STAND y TEMPERATURE SCALE N.T.S. __ ,,,, _,__ _, SCALE: N T•S• _,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, _ „_,_ O PIPES. REFER TO DETAIL Ki ON SHEET P201. a. .,,., .,. .: .r, ,,., w ,,,f,•:..:.. __,..ayx.xa..xxxxxxxxa ,_ ..::: : AND PRESSURE EXPANSION TANK FOR POTABLE \ \\w\\:. ,.r ass , naaaa.'. v a\\ a,, xa;= ax »xx;........,.....,a.yx s.+s' ......«»K__ \ \ \_- . \ \ \ \\a__ .... WATER, NSF LISTED, MIN. 3.1 GAL PIPE SILVER RECOVERY DISCHARGE TO SUPPLIES SINK P -TRAP. REFER RELIEF VALVE a' OTANKVOLUME,MIN .75 GAL TO DETAIL Ht ON SHEET P202. ACCEPTANCE, WATTS O PROVIDE HOSE BIBB. COORDINATE LOCATION WITH RITE AID DET -12 OR APPROVED EQUAL. 7 CONSTRUCTION MANAGER. REFER TO SHEET P202 FOR PLUMBING PIPE RELIEF VALVE BEFORE CONNECTING EXPANSION FIXTURE SCHEDULE. DN TO 4” ABOVE TANK TO SYSTEM, ADJUST AIR K FLOOD RIM ON HWH -1 PRECHARGE TO WATER JANITORS SINK. SYSTEM PRESSURE. DRAIN THERMOSTATIC MIXING 0 VALVE.I11V, SEE \ SCHEDULE. 28"010 GAGE GALVANIZED MANUFACTURER T DESIGNATION DCP -1 TYPE INLINE CIRCULATOR CONSTRUCTION ALL BRONZE CAPACITY 2 GPM @ 6 FT. OF HD MAX. TEMP.( "F) 225 WORKING PRESSURE (PSI) 125 MOTOR (WATTS) 41 ELEC. CHARA. (V /PH /HZ) 115/1/60 FLANGES 3/4" NPT DESIGN BASED ON BELL & GOSSET MODEL NBF -9U A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS WITH FREEZERICOOLER SUPPLIER. B. SEE SHEET MEP -101 FOR ADDITIONAL MECHANICAL, PLUMBING AND MELECTRICALINFORMATION. C. COORDINATE WITH CIVIL DOCUMENTS FOR SITE UTILITIES. KEYED NOTES: OGAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED BY LOCAL GAS UTILITY PROVIDER. PROVIDE SCHEDULE 40 BLACK STEEL GAS DISTRIBUTION SYSTEM AS SHOWN. PROVIDE DIRT LEG, GAS COCK, AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT MANUFACTURER. O1 -1/2" WATER ENTRY INTO BUILDING. PROVIDE WATER METER, REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION, 3/4" NON- POTABLE IRRIGATION LINE, AND SUB -METER UNDER STAIRWELL. REFER TO DETAIL LL4" TYPE "B" VENT E10 ON SHEET P202. UP THROUGH ROOF Hill 4" SANITARY SERVICE TO BUILDING. D WC a..a.: z ... . ............ ...... ..,..... v 4 NOT USED. SUPPLY GAS FIRED WATER HEATER SCHEDULE RECIRCULATING PUMP SCHEDULE DCP -1 ` PIPE 1 -1/2" PVC DRAIN LINES FROM COOLERSIFREEZERS TO STAND y TEMPERATURE SCALE N.T.S. __ ,,,, _,__ _, SCALE: N T•S• _,,,,,, „,,,,,,,,,,,,,,,,,,,,,,,,,,,,, _ „_,_ O PIPES. REFER TO DETAIL Ki ON SHEET P201. a. .,,., .,. .: .r, ,,., w ,,,f,•:..:.. __,..ayx.xa..xxxxxxxxa ,_ ..::: : AND PRESSURE EXPANSION TANK FOR POTABLE \ \\w\\:. ,.r ass , naaaa.'. v a\\ a,, xa;= ax »xx;........,.....,a.yx s.+s' ......«»K__ \ \ \_- . \ \ \ \\a__ .... WATER, NSF LISTED, MIN. 3.1 GAL PIPE SILVER RECOVERY DISCHARGE TO SUPPLIES SINK P -TRAP. REFER RELIEF VALVE a' OTANKVOLUME,MIN .75 GAL TO DETAIL Ht ON SHEET P202. ACCEPTANCE, WATTS O PROVIDE HOSE BIBB. COORDINATE LOCATION WITH RITE AID DET -12 OR APPROVED EQUAL. 7 CONSTRUCTION MANAGER. REFER TO SHEET P202 FOR PLUMBING PIPE RELIEF VALVE BEFORE CONNECTING EXPANSION FIXTURE SCHEDULE. DN TO 4” ABOVE TANK TO SYSTEM, ADJUST AIR K FLOOD RIM ON HWH -1 PRECHARGE TO WATER JANITORS SINK. SYSTEM PRESSURE. DRAIN THERMOSTATIC MIXING 0 VALVE.I11V, SEE \ SCHEDULE. 28"010 GAGE GALVANIZED MANUFACTURER TTEMP SSIZE MMODEL NUMBER RREMARKS THERMOSTATIC MIXING VALVES SHALL MEET SPARCO AQUAMIX 990 120 11/2” NPT AAM 100C T OR EXCEED ANSI/ASSE 1017 STANDARD AND SHALL HAVE ANTI SCALD PROTECTION. STATIC P.S.I.: - RESIDUAL P.S.I.: - -- G.P.M. FLOWED: - DATE: - LOCATION: - FLOW TESTED BY: - ELEVATION: - NOTE: HYDRANT FLOW TEST HAS BEEN REQUESTED FROM PLACE WATER COMPANY /AUTHORITY NAME HERE. J 2" DEEP STEEL DRAIN PAN. J z -. e::es . < .,a.s .aa...ca ...._..., . \c\... a . .., r .m .x /.. .,....... \ .....s ,..... ...v_xmm?N' b itil apasssaay ,_xvy _ .....:..... ....:AK..\\\\a..aa ,..,.,,,,, „a' a.,uss( \\\\.. .. .,,a >,F#§#HI,KA\\\\\\ \ \____. \._..._. ____ ___. ____ _.. uarY, \\\ ___. -- °:::.:: x...: h r\\O\\... ;....... ......... \........_ ......._ .. J4 GAS FIRED WATER HEATER DETAIL THERMOSTATIC MIXING VALVE SCHEDULE HYDRANT FLOW TEST INFORMATION SCALE: N.T.S. SCALE: N.T.S. SCALE N.T.S. NORTH x PROJECT T Cv1 II G H WHEN INSTALLING H &CW PIPING ! H DN EXTERIOR WALL, PLUMBING € 9 [ CONTRACTOR SHALL RUN ! t I f t. f P5?%18GO48'd8SEft10RSIDES 3” STORM P201 -Al2 P201 -F6 `M /CIVIL AND ARCHITECTURALINSULATIONINSTUDWALL. v; DOCUMENTS. If CONNECT 1 1/2" WASTE 3” STORM UP UNDERSLAB, 11/2" VENT UP', j TO ROOF DRAIN j 1/2" H &CW DN TO SINK i SEE MEP 101. 7 HB _ S 3/4'74 _ _ _ _ _ _ _....— 4.24,2 ...___. 4. _. _ o. — 40 CDV UNDERS - 019 11/2 " -- -- G MV --- _ -_ - - -- - - € E a, 4, 4 "140 "D -- — -- STORM € - - - 1 " HW REC RC ( € RROOF DRAIN. a 0 SHEET A -50 1/2 V U -= HS 3" STORM DN DINNAT \ - I FROM C WICIVIL AND ARCHITEC ----------- M UP Jjjj DV. 3/4" CW 1/2" DCW FROM TRAP.: DOCUMENTS. i 3" STORM UP TO HOSE BIBB. I PRIMER UNDERSLAB I ; € i TO ROOF DRAIN. TO FLOOR SINK AND SEE MEP 101 J ' 3 z f/2"HW 1a ° sruB UP va" cw To E 0IEACHHANDDIPPERWELL " CW Y STORM DN COORDINATE OOPPER TYPE K' ` € ,,,, ;, W /CIVIL AND ARCHITECTURAL DN N WALL _ DOCUMENTS. F 3r II€ E F 4"S AN SERVICE TO 5' -0" FROM BUILDING E ---% ? g f - 3 1 3 E fj I i I''` I 99 {999999 f it Ilii t ; 10 .0I 3 a E E E I a 4 I I E 3" Nq I B I I 3/4" COND E MEP 101. I t o I I It Ix \\ I I1 II I I " I — I — — — — — — — — U 3" STORM DN 2 COORDINATE — I WICIVIL 1 € — ? -I i 1" COND 1" COND DOCUMENTS. 1112 "VATERSERVICE TO 5' ' FROM BUILDING 7 PROVIDE BOOSTER P ?ROVED SEE SHEET P202 DETAIL I b = I _ _ GR PERra11T ISSUANCE B1 3 ... E _ — _ — -- € 3 ( I SCOTT FAZEKAS & ASSOCIATES, INC. DATE L _ —_ —_— 1 CONDENSATE s hav . ' „man rev.ewed for adherence to the GAS FIRED WH- DOWN IN WALL. codes an, €arfance. Authorization isl C MOUNTEDONA DISCHARGE ' ^.ted to issue a buidmg permit pending C PLATFORM ABOVE "SS ". I INDIRECT TO MOP I i all appxaNe Cify ag a. I SINK. I or granting o a permit base REFER TO f those plans shall not be construed to e I nc ARCHITECTURAL AND P d on i I , I i j f STRUTURALDRAWINGS I , a€ r appro e any v'ofat€on of the a cableFORMDUNTINGiI!; codes „ o,d,n r PP a ,ce. No Permit rPpresumed to giveIPgeINFORMATIONalt ,,,.t, .o v ,,a,e or cancel the provisions of such i 13 VTR i €! ? Codes Sna!' be s .iid. icv CDV E _ OG , — - -- ± - -- - - - - - -I 4 "CDV - - - -- -- - - - - -- - - - -- I 4 "CDV ---- - - - - - €, FROM EDGE FROM EDGE 4 "CDV FROM EDGE f; LEGEND d 2" V UP IN WALL 3l4 "DCW OF COOLER FS OF COOLER FS OF COOLER FS € r t T03 "VTR. I 1• I 1, " E B I T' j VARIES REFER TO DETAIL K1 ON SHEET P- Ot. 7 Hg BALL VALVE a B IW TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento y{ur Oeb Luu: REVISIONS HD1 05 -16 -07 V J Q W 0 E W co a. 0 PROTOTYPE Q107X163 STORE NUMBER Z Z Q TQ WD PROJECT NUMBER J i RAIPD0001 a J P201 W§ W Lo W N 0 n W V OQ=w W Z Y- Q J W r LJ.I q'ItY to J y{ur Oeb Luu: REVISIONS HD1 05 -16 -07 V J Q W 0 E W co a. 0 PROTOTYPE Q107X163 STORE NUMBER Z Z Q TQ WD PROJECT NUMBER J i RAIPD0001 a J P201 W§ 1 xxa'uxx4f \ \ \ \ \ \. as •.. - >.nfiFfi i5 ' :.....4 / ..'N.....:.:il\ ::a 2 3 xd'x\ » a.. f.:..v:' .......... d(.......:.. , \ ....1. i ...`' .. ..a. 3: »aa : - -sao ....3.. 5 n. >..a _: -.: a v. :: a. - x R- . a.tin „£:a xaa" :.: .. _ aa1c.a_. - 7 xv nx '.., vai a wd,LF wxxaaaa•a•a•a•x• x a•a•a•a•a . \ v, xaa a. »w.. >.a -;in ...... :.:55Y'&F••• 8 9 Lt ..3. 9 \\ .... a.ta., l ,e .r R ;'<.`. :"a /"\`. \\.4.C`Q..Y:n r.'•.. : 0 11 . x Sl`+ea `WU Sn v. 'inKi 4a >'Ft >:Rio'rv` \:. $ .". . 12 x\x. .x n. N^A,•.t .::x 3 p xp \ 14 p:\.\.\ . \ , \, .. ,•.., .\.\ nA alil»Wwa»YainlL \AAALLFa'm' 15 i n\i,nwn[a >AAOwoYMM6r!,AmRAS 1 6 . aaa xu ABV. BEL. AS SHOWN VENT ON PLANS. GAS TAILPIECE SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL UNION NUTS ON PIPE SILVER RECOVERY BAFFLE TEE DISCHARGE TO SUPPLIES SINK GRND GRND P -TRAP TO A MAXIMUM OF 16" BAFFLE TEE AFF. WITH TAILPIECE K CASTIRON NO HUB) SHORT PIECE SCALE. NTS SCALE: NTS „. r \. \ • "': \ ..:f. CHROME PLATED PROVIDE INCREASER WHERE BRASS TUBE REQUIRED TO MATCH SINK FITTING 801 t'a.6 %& .:.. .... .a\ \ \\\aA' ..' ...a xxa ' ".3,°aFa aa... ... ..i \\a\:.. ...... a.. ... TO RECEIVE SIZE. tit @\\\ \\\\ ..... CONDENSATE. OO WHERE CONDENSATE DRAIN DOES NOT EXCEED 314" PIPE SIZE, USE A BRANCH BLACK STEEL TAILPIECE SIMILAR TO DEARBORN 814 SERIES AND CONNECT THE CONDENSATE 1@" LINE TO THE BRANCH WITH A PIECE OF RUBBER OR PLASTIC HOSE CLAMPED AT 4" BOTH ENDS. AMERICAN STANDARD CADET 2377.100 P1J4fR9GY.90/J'JEL k2 -22 " LOR EAGY,'NATER CLOJET. 6UIPPL9E13 PINA3 N1STA.LLED PN G.C.. J 4) 4) SCR. 40) V -5" TO RIM. PROVIDE WITH FLUSH VALVE AND WALL HANGER. SUPPLIED AND INSTALLED UR URINAL 1" 2" 1 -112" GALVANIZED ALLBROOK 6541.132 BY G.C.. 1" NON- POTABLE BACKFLOW PREVENTER WITH O40) TEEL SERVICE SINK 112" 112" 3" 1 -112" FIAT MSB -2424 BY G.C. SYSTEM COPPER K" FAUCET ELKAY MODEL #LKE4122 PS 1 /2" OTYPE D11721 SUPPLIED AND INSTALLED BY G.C.. WATER METER AND SETTING IN FAUCET- ELKAY #LK- 2432BH 8" O.C., 6" SWING SPOUT, 2.5 GPM AERATOR, #LK -35L BASKET COPPER L" 1/2" 1 -1/2" 1 -1/4" DAYTON D11721 STRAINER. SUPPLIED AND INSTALLED BY G.C.. 20 OO TYPE OF LOCAL WATER AUTHORITY. PURE WATER COOLER W/#C4160 CUP HOLDER SUPPLIED AND INSTALLED BY G.C. SHALL PRESSURE REDUCING VALVE J COPPER M" PROVIDE 1/2 "DCW CONNECTION. DRAIN NOT REQUIRED FOR UNIT, BUT PROVIDE WALL WF WATER COOLER 112" 0 1 -114" D2 O5 TYPE WATER AUTHORITY WATER SERVICE NOTE TO ENGINEER 1 -1/2" DCW OO WALL MOUNT, BARRIER ACCESS FREE, SELF CLOSING EASY TOUCH CONTROLS. EWC ELECT. WATER COOLER 1/2" J M OSCH40) ELKAY #EZS -8 METER SEE NOTE TO ENGINEER. 40) M PLUMBING MATERIAL SCHEDULE FIXTURE DESCRIPTION THE GAS CONNECTION FOR UH -1 15 SIMILAR. PIPING COLD WATER L J MODEL NUMBER CONDENSATE S2 SINK OR SINK MATERIAL LAVATORY ABV. BEL. AS SHOWN VENT ON PLANS. GAS TAILPIECE SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL UNION NUTS ON PIPE SILVER RECOVERY BAFFLE TEE DISCHARGE TO SUPPLIES SINK GRND GRND P -TRAP TO A MAXIMUM OF 16" BAFFLE TEE AFF. WITH TAILPIECE K CASTIRON NO HUB) SHORT PIECE SCALE. NTS SCALE: NTS „. r \. \ • "': \ ..:f. CHROME PLATED PROVIDE INCREASER WHERE BRASS TUBE REQUIRED TO MATCH SINK FITTING 801 t'a.6 %& .:.. .... .a\ \ \\\aA' ..' ...a xxa ' ".3,°aFa aa... ... ..i \\a\:.. ...... a.. ... TO RECEIVE SIZE. tit @\\\ \\\\ ..... CONDENSATE. OO WHERE CONDENSATE DRAIN DOES NOT EXCEED 314" PIPE SIZE, USE A BRANCH BLACK STEEL TAILPIECE SIMILAR TO DEARBORN 814 SERIES AND CONNECT THE CONDENSATE 1@" LINE TO THE BRANCH WITH A PIECE OF RUBBER OR PLASTIC HOSE CLAMPED AT 4" BOTH ENDS. PLUMBING MATERIAL SCHEDULE FIXTURE DESCRIPTION THE GAS CONNECTION FOR UH -1 15 SIMILAR. PIPING COLD WATER HOT WATER J MODEL NUMBER CONDENSATE J MATERIAL ABV. BEL. ABV. BEL. WASTE VENT DRAIN GAS H 1 SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL REMARK GRND GRND GRND GRND GAS SERVICE ENTRANCE DETAIL 1 HOSE BIBB DETAIL SCALE: NTS SCALE: NTS lki'.:.. CASTIRON NO HUB) i SCALE. NTS SCALE: NTS „. r \. \ • "': \ ..:f. 801 t'a.6 %& .:.. .... .a\ \ \\\aA' ..' ...a xxa ' ".3,°aFa aa... ... ..i \\a\:.. ...... a.. ... x.... xu a., n.a x : »,tin...aa \ ».xxZZ a...., 4 .:. YF [f av xxxs-- _x..x...... x3A\ .........t & "' @\\\ \\\\ ..... 0 OO SEAT: SOLID PLASTIC BEMIS MODEL #9400C SUPPLY SEAT COVER DISPENSERS BLACK STEEL WATER CLOSET 1@" 4" 2" AMERICAN STANDARD CADET 2377.100 P1J4fR9GY.90/J'JEL k2 -22 " LOR EAGY,'NATER CLOJET. 6UIPPL9E13 PINA3 N1STA.LLED PN G.C.. J 4) 4) SCR. 40) V -5" TO RIM. PROVIDE WITH FLUSH VALVE AND WALL HANGER. SUPPLIED AND INSTALLED UR URINAL 1" 2" 1 -112" GALVANIZED ALLBROOK 6541.132 BY G.C.. 1" NON- POTABLE BACKFLOW PREVENTER WITH O40) TEEL SERVICE SINK 112" 112" 3" 1 -112" FIAT MSB -2424 BY G.C. SYSTEM COPPER K" FAUCET ELKAY MODEL #LKE4122 PS 1 /2" OTYPE D11721 SUPPLIED AND INSTALLED BY G.C.. WATER METER AND SETTING IN FAUCET- ELKAY #LK- 2432BH 8" O.C., 6" SWING SPOUT, 2.5 GPM AERATOR, #LK -35L BASKET COPPER L" 1/2" 1 -1/2" 1 -1/4" DAYTON D11721 STRAINER. SUPPLIED AND INSTALLED BY G.C.. 20 OO TYPE OF LOCAL WATER AUTHORITY. PURE WATER COOLER W/#C4160 CUP HOLDER SUPPLIED AND INSTALLED BY G.C. SHALL PRESSURE REDUCING VALVE J COPPER M" PROVIDE 1/2 "DCW CONNECTION. DRAIN NOT REQUIRED FOR UNIT, BUT PROVIDE WALL WF WATER COOLER 112" 0 1 -114" D2 O5 TYPE WATER AUTHORITY WATER SERVICE NOTE TO ENGINEER 1 -1/2" DCW OO WALL MOUNT, BARRIER ACCESS FREE, SELF CLOSING EASY TOUCH CONTROLS. EWC ELECT. WATER COOLER 1/2" J OSCH40) ELKAY #EZS -8 METER SEE NOTE TO ENGINEER. 40) ADJUSTABLE NIKALOY STRAINER D OSCR 3^ JOSAM SERIES 3000 A BALL TYPE SHUT - V(SCH40) (D 12" FLAT STRAINER, 7200 SERIES DEEP SEAL P -TRAP FS FLOOR SINK 3^ OFF VALVE, TYP. 1 4O 5 e) O GUAGE FROST PROOF, CHROME FINISH, LOOSE KEY STOPS. HB WALL HYDRANT 3/4" NOTES: WOODFORD 1. ALL PLASTIC PIPING OF ANY KIND AND APPLICATION CAN BE USED ONLY PER A HOME DEPOT SPECIFICATIONS AND CITY APPROVAL. 2. ALL UNDERGROUND METALLIC PIPING SHALL BE FACTORY WRAPPED AND CAST BRONZE, AMIT- SIPHON, SERVES UP TO (2) FLOOR DRAINS TP BACKFILL WITH 6" SAND ALL AROUND THE PIPE. 112" 3. THREADED MALLEABLE IRON FITTINGS. PRECISION PLUMBING PRODUCTS P2 -500 4. PER IAPMO LATEST STANDARDS. 5. PROVIDE UL APPROVED FIRE RATED CAULKING FOR 1 -HR AND 2 -HR PLATE TO FLOOR ASSEMBLY PENETRATION. 52 SUPPLIES SINK 112" 6. PROVIDE METALLIC PIPING WITH UL APPROVED CAULKING FOR 1 -HR AND 2 -HR 1 1/2" 1 1/2" ADVANCED TABCO ASSEMBLY PENETRATION. SUPPLIED AND INSTALLED BY G.C.. SEE SILVER RECOVERY DISCHARGE SINK DETAIL. RD1 ROOF DRAIN H G F E PLUMBING FIXTURE SCHEDULE FIXTURE DESCRIPTION THE GAS CONNECTION FOR UH -1 15 SIMILAR. HW SAN VENT J MODEL NUMBER REMARKS J l . \xv33,.. \ \ \...... 2:xx...£x .. § \ \..... \. \\ \ \...:x:.. ... .... ......... - : -..... ..... ........ .. .... .. .. a § \a \.... \ \ \ \ \ \...... ...<., ..x \!R.£x..x... ... \ ...... .. ... ... .. .. vv... ........ ..... .... n.... ^. .. ... ... ..... ... T .... .. .. .. ......... ... ......a ...... .. .. ....... LAV LAVATORY H 1 SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL 1 -1/2" GAS PIPING CONNECTION DETAIL 1 GAS SERVICE ENTRANCE DETAIL 1 HOSE BIBB DETAIL SCALE: NTS SCALE: NTS lki'.:.. SCALE NTS waxxxume i SCALE. NTS SCALE: NTS „. r \. \ • "': \ ..:f. 801 t'a.6 %& .:.. .... .a\ \ \\\aA' ..' ...a xxa ' ".3,°aFa aa... ... ..i \\a\:.. ...... a.. ... x.... xu a., n.a x : »,tin...aa \ ».xxZZ a...., 4 .:. YF [f av xxxs-- _x..x...... x3A\ .........t & "' @\\\ \\\\ ..... t x.\\'A: \\\\\nix :....xm \. v .x. a. '.riY- -..::, .. \C\.x\C. a i.`1'. '. a..... 3 x. aa £.'... a H G F E PLUMBING FIXTURE SCHEDULE FIXTURE DESCRIPTION CW HW SAN VENT MANUFACTURER MODEL NUMBER REMARKS FAUCET - AMERICAN AMARILIS HERITAGE MODEL #6802.000. PROVIDE W /WALL HANGER. LAV LAVATORY 1/2" 1/2" 1 -1/2" 1 -1/2" AMERICAN STANDARD REGALYN 4869.008 CONFIRM ADA COMPLIANCE WITH ARCHITECT AND LOCAL CODES. SUPPLIED AND i INSTALLED BY G.C. SEAT: SOLID PLASTIC BEMIS MODEL #9400C SUPPLY SEAT COVER DISPENSERS WC WATER CLOSET 1@" 4" 2" AMERICAN STANDARD CADET 2377.100 P1J4fR9GY.90/J'JEL k2 -22 " LOR EAGY,'NATER CLOJET. 6UIPPL9E13 PINA3 N1STA.LLED PN G.C.. V -5" TO RIM. PROVIDE WITH FLUSH VALVE AND WALL HANGER. SUPPLIED AND INSTALLED UR URINAL 1" 2" 1 -112" AMERICAN STANDARD ALLBROOK 6541.132 BY G.C.. 1" NON- POTABLE BACKFLOW PREVENTER WITH W/ 830 -AA SERVICE FAUCET, HOSE AND HOSE BRACKET AND MOP HOLDER MODEL #88966 SS SERVICE SINK 112" 112" 3" 1 -112" FIAT MSB -2424 BY G.C. SYSTEM METER FAUCET ELKAY MODEL #LKE4122 PS PHARMACY SINK 1 /2" 1 -1/2" 1 -1/2" DAYTON D11721 SUPPLIED AND INSTALLED BY G.C.. WATER METER AND SETTING IN FAUCET- ELKAY #LK- 2432BH 8" O.C., 6" SWING SPOUT, 2.5 GPM AERATOR, #LK -35L BASKET St LOUNGE SINK 1/2" 1/2" 1 -1/2" 1 -1/4" DAYTON D11721 STRAINER. SUPPLIED AND INSTALLED BY G.C.. OF LOCAL WATER AUTHORITY. PURE WATER COOLER W/#C4160 CUP HOLDER SUPPLIED AND INSTALLED BY G.C. SHALL PRESSURE REDUCING VALVE JPROVIDE1/2 "DCW CONNECTION. DRAIN NOT REQUIRED FOR UNIT, BUT PROVIDE WALL WF WATER COOLER 112" 1 -114" VERTEX PWC1010 F DRAIN 22 "AFF WITH ZURN Z1441 WALL CLEANOUT ACCESS COVER FOR FUTURE USE. 'SEE WATER AUTHORITY WATER SERVICE NOTE TO ENGINEER 1 -1/2" DCW WALL MOUNT, BARRIER ACCESS FREE, SELF CLOSING EASY TOUCH CONTROLS. EWC ELECT. WATER COOLER 1/2" 1 -112" 1 -1/4" ELKAY ELKAY #EZS -8 METER SEE NOTE TO ENGINEER. ADJUSTABLE NIKALOY STRAINER FD FLOOR DRAIN 3^ JOSAM SERIES 3000 A BALL TYPE SHUT - 12" FLAT STRAINER, 7200 SERIES DEEP SEAL P -TRAP FS FLOOR SINK 3^ OFF VALVE, TYP. J.R. SMITH 3140 -12 GUAGE FROST PROOF, CHROME FINISH, LOOSE KEY STOPS. HB WALL HYDRANT 3/4" WOODFORD 70 -4" A CAST BRONZE, AMIT- SIPHON, SERVES UP TO (2) FLOOR DRAINS TP TRAP PRIMER 112" BOLT ANCHOR PRECISION PLUMBING PRODUCTS P2 -500 PLATE TO FLOOR SUPPLIED WITH ADVANCED TABCO FAUCET MODEL K -50. THE SINK AND FAUCET SHALL BE 52 SUPPLIES SINK 112" 1/2" 1 1/2" 1 1/2" ADVANCED TABCO Di -1 -2012 SUPPLIED AND INSTALLED BY G.C.. SEE SILVER RECOVERY DISCHARGE SINK DETAIL. RD1 ROOF DRAIN JOSAM 21500 -3 -23 RD2 OVERFLOW ROOF DRAIN JOSAM 21500 -3 -23 OVERFLOW DRAIN FOR PcRMIT ISSUANCE HAND SINK SHOWN ON FLOOR PLAN IS PART OF S3 PROVIDED BY G.C.. 53 3 COMPARTMENT SINK 112" 112" 2" 1 112" SCOTT FAZEKAS & ASSOCIATES, INC. m f:. \Q \\\\ \\ \\\ - :'2.5\: .:u' \ ..a .. .;Sii,• `\ ah•.rt ••.•' xa:.• ":• m ,s „s;;3; .v \a' e;;;; . ^..\ R// ' ";;;5, a .:'.. \ \ \, /' '§i \. \a \O'\Y.;; 3 \ \ Y; ,,;.3'.e: "'ab '.'.:d ' m, \ \..:..;.'dx... ,iiAl11?x.. . %1..`. .....\\e3.\ \ \ \ \..3 \ \"aa% \mac .'._.._, .... ,.?4Y//,L// \. .. ;t..a .... .T$'aa%9.:9 ,e. .... .. : .._..._... \_.a..._ .._..._ r.\ ..n.... / /.n .4._....... ."f"Y „s£a.,..., . \\.e .•t Av. .may,:: .. LC: `?= .\'%y_n\ \ n.....__.>_. .,... 4c'R ..<.t %..... ... £, il °n:a.. >. > ._.. __...e.._°"9f. ........ ;;: f„' , ........ it. ;a. \fiep^Rtp ^y IaT.- )•> t... .\A\ \\\\lc Y.: «. .x.x...:». \ 5 .c. ...:: a\.\n. .. V..;.. a\a,atncaaa3l°?S3g \. PLUMBING FIXTURES SCHEDULE SCALE: NTS E 10 WATER SERVICE ENTRANCE DETAIL SCALE: NTS IW \ \ - \a:, . dbe..lfra$$H3 a \x .., mh4*........H' ,..., r. a \ .a \ \ \\\\\ \\\ \ \\\.... Asti. tea.... \..... wa.x r?.4.. A \\\ \ \........ \ \ \\ »§ \.., x A,.....niai`.. \4 \'..aaC\\§ \\ 413.na lei d0, r.a>\\\a \ \ \ \ \\\\\ \ \ \ \aa \fJ\ a.. .. `..ta._ \. u..,ro .:aa. .. \.... .... ..a. a ex..... a• ;. a m.x >. a , a,... r ... ... .... c. \ .... tea. va-- ate. 'ea. .., a.. ""t .. r .... o < a .f'. ..0 ,», ... .f' " s.. ..a g a ,¢ \.. .. s na. ...e. a , ..• aR b §.. °4y a. v:.... g.x -..: ....,, e. 'pt?M .y.: " a ".. <Cm \ C. i. g?:. "kt° `°".° x ^ C'2 S WTRGLC. C WTRGLC. WATER CALCULATION ALL WATER LINES SHALL BE INSULATED DATA TIUS TABLE GENERATED BASED Ol 3.97 PSI / 100' REFER TO SPEC SECTION 15080 INPUT DATA COLUMN UNIT AND APPENDIX "A" OF CAL1 F'ORNIA PLUMBING CODE 1- MAXIMUM PRESSURE AVAILABLEAT)ITE _- ,,65.00- PSI n+wx mAx FU vEEOCrTv cem Fec. PIPE Sae INCOMING DCW r 2- M INIMUM PRESSURE AVAILABLE AT S ITE ` -8;.00 PSI - -'- - -- -- 1-1/1" REFER TO PLANS FOR CONTINUATION. (SE - ATBOOSTERPUMP) 1/2• 2 0 3.10 100 °DHW TO LAVATORIES - DOMESTIC WATER NOTE: 3- PRESSURE DROP ACROSS BACK FLOW PSI 3/4" 6 0 3.91 3/4" THERMOSTATIC MIXING VALVE IN 1BOOSTERPUMP. SECURE PIPING TO WALL WITH PPEVENTER: zo0 HEAT r' - " 12 0 4.62 4.4 GAL. DIAPHRAGM UNISTRUT AND PIPE CLAMPS 30" 1 1/4" 21 0 5.28 ACCORDANCE WITH ASSE 1016. SET TO 1000F OMIT ON WH -2) C TANK MIN I ON CENTERS MINIMUM. 4- PRESSURE ACROSS REGULATOR (IFANY ( ft PSI 1 1/2" 33 16 5.89 12" C PART 0 108648 2" 69 102 7.01 2 1/2" 122 365 8.03 \\., NOTE: INCOMING DCW COORDINATE AND FIELD ORIENT 3 195 BsD 8.99 4 409 2670 10.73 t ALL PIPING SO AS NOT TO 5- MAXIMUM HEIGHT TO LAST FIXTURE 27;Oq' FEET 3/4" 5 733 5380 12.34 THERMOMETER INTERFERE WITH SPRINKLER PIPING 6 1182 9464 13.84 PRES.SU RELIEF 6- TOTAL DEVELOPED LENGTH: ffii.00.- FEET 1 -1/2" AND /OR ASSOCIATED DEVICES ( PHYSICAL LENGTH • FITTINGS) RELIEF VALVE. ROUTE WELDED STEEL EXPANSION TANK WI VALVE. WATTS 53 SET FULL SIZE TO SERVIVE POLYPROPYLENE LINING, FDA AT 85 7- SYSTEM DOMINATION, FLUSH TANK (FT) Fv ? SINK OR STANDPIPE APPROVED FOR DOMESTIC WATER ' OR FLUSH VALVE(FV): SERVICE. PRECHARGE TANK TO MATCHWATERPRESSUREBOOSTERPUMPS460V WATER PRESSURE AS PER TANKCONCENTRICDECREASER (31')(2- 1/29. 3PH, 3HP GRUNDFOS MODEL: CRE -PLUS PRESSURE CALCULATION HWH -1 3/4" DRAIN LINE TO 10 -4, OR EQUAL, FLOW RATE: 65 GPM, SEE ARCHITECTURAL MANUFACTURER. SPILL TO AREA FLOOR DISCHARGE PRESSURE: 60 PSI, DRAWINGS DRAIN WITH A MINIMUM MINUMUM SUPPLY PRESSURE IS 15 PSI. 1- PeessuRE DROP Aceoss METER boa PSI FOR WALL CONSTRUCTION SEISMIC SUPPORT SECURE 6" AIR GAP. EACH VARIABLE SPD PUMP PACKAGE TO 2- S VATIC PRESSURE (HEIGHT X.43). 11.61 PSI B E1E PROVIDED WITH INTERNAL PRESSURE COLD WATER SERVICE B SENSOR FOR SPEED CONTROL. 3- LAST FIXTURE PRESSURE REQUIREMENT '_:25;i1q PSI ;, (SET HEATER FOR 120° F.) 1 1R" FI).TURE TYPE B BRAND __ - - -•- ` STRAINER WATTS 4. TOTAL PRESSURE DROP( PSI): 41.61 PSI TRA E R SERIES ill (TYP)- tt, 5 -AVAILABLE PRESSURE: 11.39 PSI a COPPER OR CPVC DRAIN 6. PRESSURE DROP PER 1DO FEET OF RUN: LINES FROM DRIP PAN G (AVL. PRESS.I DLVP. LNGTH) X 100) 3.97 PSI 100, ''': 4" HIGH LIP, GALVANIZED AND RELIEF VALVE - c STEEL DRIP PAN. PAN TO FINISHED FLOOR ROUTE THROUGH BE 2" WIDER THAN EXTERIOR WALL BEHIND WATER HEATER DIAMETER. BUILDING AND PROVIDE SLEEVE AND SEAL. WATERTIGHT SLEEVE IN e 8 a ° G aG ° ° a a a Page 1 PENETRATION. A L Paget REQUIREMENTS) IOCALCODE 11/2" DOMESTIC WATER STRUCTURAL SUPPORT A l SERVICE. REFER TO PLAN REFER TO SHEET A-702. FOR MORE INFORMATION. a xr xxxxxx'- c ., a. . n ... _ . . .. . ... : .A \ .. » \. O\ DOMESTIC WATER BOOSTER PUMP DETAIL. DOMESTIC WATER CALCULATION. WATER HEATER DETAIL FOR HWH -1 tea/ 1 SCALE. NTS :, a. _.H °, . n \ _. u y. ». :` .. - ..,.... ,...... .. ...9,. _...... _.... ..o - ` ..... ° \ ~m . ` --' SCALE. NTS SCALE NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 16 t A. A.. ..z' c'. r••. Ce - :£aAAa:x .:r <a- A" u.` . :. ^.£ tiVAAAYVA. •^ a.. a. _. v ._... A.A.s.. avv_. vv... f,a a_ x oA.AVV. :r _x._s.vvovv. ..o.. ..a .du /nti:" Fva y ... v a,a vn,.n;a..ovo.SVVaa .. Gvvvvvvvvv v.?va.:L;ai::vv msrrr»... save... .uw v.AV ^c. t;"v vv'• vvvvv . "'•:eaavvvmay .. . w vv, -:: v> x x _^ ^ F; vv ^ vw avv v 4TH partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q Uj I- I.L W N V i w 0 W Z V! Q J J W it WW V Y Q r M EXP III 1Y -23 2DD7 REVISIONS PC1 04 -30 -07 V 0 CB1 05 -04 -07 HD1 05 -16 -07 PC2 05 -24 -07 W Q El E3 Z rq Q W PROTOTYPE T 107 X 163 + STORE NUMBER VCMMA WD PROJECT NUMBER W RAIPD0001 JP202 1 e i H i REDUCED PRESSURE PRINCIPLE 1" NON- POTABLE BACKFLOW PREVENTER WITH TO IRRIGATION SUB- SHUT -OFF VALVES AND STRAINER G SYSTEM METER WATER METER AND SETTING IN ACCORDANCE WITH REGULATIONS OF LOCAL WATER AUTHORITY. PRESSURE REDUCING VALVE J USED WHEN REQUIRED BY 1 R WATER AUTHORITY WATER SERVICE 1 -1/2" DCW WATER METER F BALL TYPE SHUT - PRESS. 42" AFF. OFF VALVE, TYP. GUAGE A BOLT ANCHOR PLATE TO FLOOR PIPE STAND z APPROVED FOR PcRMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. 6 -6" Y DATE sr ;pans have :,pen reviewed for adherence to the o: es and ordinance. Authorization is E i ntej to issue a building permit pending Apra ::.,; all applicable City agencies. e -,.ince or granting of a permit based on r, v.. - ;hose plans shal! not be construed to pe I or approve any violation of the applicable codes or aralnance. No permit presumed to give authority a dale or cancel the provisions of such codes shall be valid. m f:. \Q \\\\ \\ \\\ - :'2.5\: .:u' \ ..a .. .;Sii,• `\ ah•.rt ••.•' xa:.• ":• m ,s „s;;3; .v \a' e;;;; . ^..\ R// ' ";;;5, a .:'.. \ \ \, /' '§i \. \a \O'\Y.;; 3 \ \ Y; ,,;.3'.e: "'ab '.'.:d ' m, \ \..:..;.'dx... ,iiAl11?x.. . %1..`. .....\\e3.\ \ \ \ \..3 \ \"aa% \mac .'._.._, .... ,.?4Y//,L// \. .. ;t..a .... .T$'aa%9.:9 ,e. .... .. : .._..._... \_.a..._ .._..._ r.\ ..n.... / /.n .4._....... ."f"Y „s£a.,..., . \\.e .•t Av. .may,:: .. LC: `?= .\'%y_n\ \ n.....__.>_. .,... 4c'R ..<.t %..... ... £, il °n:a.. >. > ._.. __...e.._°"9f. ........ ;;: f„' , ........ it. ;a. \fiep^Rtp ^y IaT.- )•> t... .\A\ \\\\lc Y.: «. .x.x...:». \ 5 .c. ...:: a\.\n. .. V..;.. a\a,atncaaa3l°?S3g \. PLUMBING FIXTURES SCHEDULE SCALE: NTS E 10 WATER SERVICE ENTRANCE DETAIL SCALE: NTS IW \ \ - \a:, . dbe..lfra$$H3 a \x .., mh4*........H' ,..., r. a \ .a \ \ \\\\\ \\\ \ \\\.... Asti. tea.... \..... wa.x r?.4.. A \\\ \ \........ \ \ \\ »§ \.., x A,.....niai`.. \4 \'..aaC\\§ \\ 413.na lei d0, r.a>\\\a \ \ \ \ \\\\\ \ \ \ \aa \fJ\ a.. .. `..ta._ \. u..,ro .:aa. .. \.... .... ..a. a ex..... a• ;. a m.x >. a , a,... r ... ... .... c. \ .... tea. va-- ate. 'ea. .., a.. ""t .. r .... o < a .f'. ..0 ,», ... .f' " s.. ..a g a ,¢ \.. .. s na. ...e. a , ..• aR b §.. °4y a. v:.... g.x -..: ....,, e. 'pt?M .y.: " a ".. <Cm \ C. i. g?:. "kt° `°".° x ^ C'2 S WTRGLC. C WTRGLC. WATER CALCULATION ALL WATER LINES SHALL BE INSULATED DATA TIUS TABLE GENERATED BASED Ol 3.97 PSI / 100' REFER TO SPEC SECTION 15080 INPUT DATA COLUMN UNIT AND APPENDIX "A" OF CAL1 F'ORNIA PLUMBING CODE 1- MAXIMUM PRESSURE AVAILABLEAT)ITE _- ,,65.00- PSI n+wx mAx FU vEEOCrTv cem Fec. PIPE Sae INCOMING DCW r 2- M INIMUM PRESSURE AVAILABLE AT S ITE ` -8;.00 PSI - -'- - -- -- 1-1/1" REFER TO PLANS FOR CONTINUATION. (SE - ATBOOSTERPUMP) 1/2• 2 0 3.10 100 °DHW TO LAVATORIES - DOMESTIC WATER NOTE: 3- PRESSURE DROP ACROSS BACK FLOW PSI 3/4" 6 0 3.91 3/4" THERMOSTATIC MIXING VALVE IN 1BOOSTERPUMP. SECURE PIPING TO WALL WITH PPEVENTER: zo0 HEAT r' - " 12 0 4.62 4.4 GAL. DIAPHRAGM UNISTRUT AND PIPE CLAMPS 30" 1 1/4" 21 0 5.28 ACCORDANCE WITH ASSE 1016. SET TO 1000F OMIT ON WH -2) C TANK MIN I ON CENTERS MINIMUM. 4- PRESSURE ACROSS REGULATOR (IFANY ( ft PSI 1 1/2" 33 16 5.89 12" C PART 0 108648 2" 69 102 7.01 2 1/2" 122 365 8.03 \\., NOTE: INCOMING DCW COORDINATE AND FIELD ORIENT 3 195 BsD 8.99 4 409 2670 10.73 t ALL PIPING SO AS NOT TO 5- MAXIMUM HEIGHT TO LAST FIXTURE 27;Oq' FEET 3/4" 5 733 5380 12.34 THERMOMETER INTERFERE WITH SPRINKLER PIPING 6 1182 9464 13.84 PRES.SU RELIEF 6- TOTAL DEVELOPED LENGTH: ffii.00.- FEET 1 -1/2" AND /OR ASSOCIATED DEVICES ( PHYSICAL LENGTH • FITTINGS) RELIEF VALVE. ROUTE WELDED STEEL EXPANSION TANK WI VALVE. WATTS 53 SET FULL SIZE TO SERVIVE POLYPROPYLENE LINING, FDA AT 85 7- SYSTEM DOMINATION, FLUSH TANK (FT) Fv ? SINK OR STANDPIPE APPROVED FOR DOMESTIC WATER ' OR FLUSH VALVE(FV): SERVICE. PRECHARGE TANK TO MATCHWATERPRESSUREBOOSTERPUMPS460V WATER PRESSURE AS PER TANKCONCENTRICDECREASER (31')(2- 1/29. 3PH, 3HP GRUNDFOS MODEL: CRE -PLUS PRESSURE CALCULATION HWH -1 3/4" DRAIN LINE TO 10 -4, OR EQUAL, FLOW RATE: 65 GPM, SEE ARCHITECTURAL MANUFACTURER. SPILL TO AREA FLOOR DISCHARGE PRESSURE: 60 PSI, DRAWINGS DRAIN WITH A MINIMUM MINUMUM SUPPLY PRESSURE IS 15 PSI. 1- PeessuRE DROP Aceoss METER boa PSI FOR WALL CONSTRUCTION SEISMIC SUPPORT SECURE 6" AIR GAP. EACH VARIABLE SPD PUMP PACKAGE TO 2- S VATIC PRESSURE (HEIGHT X.43). 11.61 PSI B E1E PROVIDED WITH INTERNAL PRESSURE COLD WATER SERVICE B SENSOR FOR SPEED CONTROL. 3- LAST FIXTURE PRESSURE REQUIREMENT '_:25;i1q PSI ;, (SET HEATER FOR 120° F.) 1 1R" FI).TURE TYPE B BRAND __ - - -•- ` STRAINER WATTS 4. TOTAL PRESSURE DROP( PSI): 41.61 PSI TRA E R SERIES ill (TYP)- tt, 5 -AVAILABLE PRESSURE: 11.39 PSI a COPPER OR CPVC DRAIN 6. PRESSURE DROP PER 1DO FEET OF RUN: LINES FROM DRIP PAN G (AVL. PRESS.I DLVP. LNGTH) X 100) 3.97 PSI 100, ''': 4" HIGH LIP, GALVANIZED AND RELIEF VALVE - c STEEL DRIP PAN. PAN TO FINISHED FLOOR ROUTE THROUGH BE 2" WIDER THAN EXTERIOR WALL BEHIND WATER HEATER DIAMETER. BUILDING AND PROVIDE SLEEVE AND SEAL. WATERTIGHT SLEEVE IN e 8 a ° G aG ° ° a a a Page 1 PENETRATION. A L Paget REQUIREMENTS) IOCALCODE 11/2" DOMESTIC WATER STRUCTURAL SUPPORT A l SERVICE. REFER TO PLAN REFER TO SHEET A-702. FOR MORE INFORMATION. a xr xxxxxx'- c ., a. . n ... _ . . .. . ... : .A \ .. » \. O\ DOMESTIC WATER BOOSTER PUMP DETAIL. DOMESTIC WATER CALCULATION. WATER HEATER DETAIL FOR HWH -1 tea/ 1 SCALE. NTS :, a. _.H °, . n \ _. u y. ». :` .. - ..,.... ,...... .. ...9,. _...... _.... ..o - ` ..... ° \ ~m . ` --' SCALE. NTS SCALE NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 16 t A. A.. ..z' c'. r••. Ce - :£aAAa:x .:r <a- A" u.` . :. ^.£ tiVAAAYVA. •^ a.. a. _. v ._... A.A.s.. avv_. vv... f,a a_ x oA.AVV. :r _x._s.vvovv. ..o.. ..a .du /nti:" Fva y ... v a,a vn,.n;a..ovo.SVVaa .. Gvvvvvvvvv v.?va.:L;ai::vv msrrr»... save... .uw v.AV ^c. t;"v vv'• vvvvv . "'•:eaavvvmay .. . w vv, -:: v> x x _^ ^ F; vv ^ vw avv v 4TH partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q Uj I- I.L W N V i w 0 W Z V! Q J J W it WW V Y Q r M EXP III 1Y -23 2DD7 REVISIONS PC1 04 -30 -07 V 0 CB1 05 -04 -07 HD1 05 -16 -07 PC2 05 -24 -07 W Q El E3 Z rq Q W PROTOTYPE T 107 X 163 + STORE NUMBER VCMMA WD PROJECT NUMBER W RAIPD0001 JP202 1 e i 1 aa. M 2 COOLING OCCUPIED (8 A.M. - 10 P.M.) m L J G f 3,3v 10X6 GRILLE 150 TYPICAL FOR (1) E F €, sf 235 2OIE I DOWN TO E f 2.6 — 'PHARMACY', — _ TYP. FOR (3) 02E O 12X6 GRILLE 1 TYPICAL FOR (3) 18X12 GRILLE 855 TYPICAL F 11 FOR (1) C 0 Al MECK PLAN SCALE: 1/8" = 1' -0" 1 1 2 c,.. c. r..% .v.,...; N t' e.: \ \.,f.. ti 'Aw.x : \'V . :w,: ..... , .' ., . ..., .,.... av1a-... a..an..La.....a..?£aS "ax xxaxa sasa m. „,<»,.` :, 'i : \..:e .... :•. .. .. :, i'. \\ \ . \ \.. \\ax axa 3 4 5 6 ... \7 8 9 ... a a..;r.. F„ ....sa ...,. . 10 COOLING / HEATING PROGRAM f COOLING OCCUPIED (8 A.M. - 10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 73 °F 1) SALES 79 °F 2) PHARMACY & 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 79 °F 3) RECEIVING 76 °F 3) RECEIVING 79 °F HEATING OCCUPIED (8 A.M. - 10 P.M.) UNOCCUPIED (10 P.M. - 8 A.M.) 1) SALES 70 °F 1) SALES 62 °F ENTRANCE ENTRANCE HEATER 68 °F HEATER 50 °F 2) PHARMACY & 2) PHARMACY & PATIENT WAITING 72 °F PATIENT WAITING 62 °F 3) RECEIVING 68 °F 3) RECEIVING 62 °F 2 COOLING / HEATING PROGRAMK121 SCALE: N.T.S. PROJECT i I y E I { i S F 4.2 0 — — I... _. -- EF 2 s D 14 4 300 17 zMD lk 8' 1 r 4"0 500 350 4 "0 100 CFM 300 B "3 - ` f 10x ; AC -1 6 "0 10 "0 A 325 I= j 325 32 15 10 "0 CORR. 32 A A A 18 16 EF -1 4 100 ; x CU -1 150 fi O 13 A 300 350 1 D - o RTU -2 ° 4AJ _ _ Lr 8 S 14x28 SAi14x28A36x16 - - -- -- 22x14 20x12 x 38x18 ) 28x18 2x36 R 12x36 RA - - - - S _ TU 1 300 1 R S 12x6 8 1 300 pp A I 300 A T RTU -2 A U-1 i 300 83 a 12x6 1 300 44x16 53 53 9 79 s 3 R -4 C C C C s _ 12x6 12 j 300 300 300 300 300 300 A A A 3A300 N k j A i, °i aD 18x12 P,I 900 a € 1 RTU -3 a' 2 14X14 GRILL _- 8 0 300 I_ I _ _ _ _ _ _ _ — -- TYPICAL FOR O -- - 2 A a C 150 — 32x14 S 2x36 RA — G ; 8X8 GRILLE : ' 150 1428 SA 'i 8 mm mm mm 18x12 TYPICAL FOR (2 p. F RTU-4 ' ` ` 300 ®0 300 300 300 300 3 A A A A A RTU -3 A 12x6 1 12x12 T 1 30 p 'I ,z 00 ( ? 19171 SAI 14x10 350 F 4X14 GRILLE PICAL FOR (1) 24x14 ; S ) 18 71 RA 3 12x12 34x14 40x18 ` E ' I 12X6 GRILLES it TYPICAL FOR (2) I jI I € € € 1404 j t(7 i UH -1 O 7 I € € U T T T 375 37 375 375 375 375 375 O A A A A A A A f UH -1j c g 4 0 Q — _ _ _ _.V o E € I >a I l a ; i E A MECHANICAL PLAN SCALE: 1/8" = 1' -0" 3 1 4 3 M NORTH f i Ii € j j 3fII22# w 1 if" 400N % i mm E W €€ + 12x14 18x14 T 14x12 10x14 0 0 375 A 0 0 11 0 15 16 GENERAL NOTES: A. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. B. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. MMECHANICALCONTRACTORSHALLREFERTOROOFPLANONMEP101FOR SCOPE OF ROOF WORK. C. ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM Of 10' -0" AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENT, ETC. D. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS REFER TO DETAIL F91M -201. OUTSIDE AIR INTAKE TO BE SIZED FORA 100 % OF OUTSIDE AIR FOR ECONOMIZER SYSTEMS E. ALL SUPPLY &RETURN DUCTWORK TO BE GALVANIZED SHEET METAL. INTERNALLY LINE SUPPLY FOR FIRST 10 FEET FROM UNIT OR AS SHOWN. EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WITH 2 "DUCT WRAP. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. F. PROVIDE FLUE THRU ROOF (WITH WEATHER CAP) FOR GAS FIRED UNIT HEATER (IF APPLICABLE), REFER TO D13 1M -201. L G. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. H. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 6-0 ". USE ONLY ON FINAL SUPPLY AIR RUN -OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, AND 3' -0" FROM THE RETURN AIR GRILLE TO THE DUCTWORK. FOR BOTH CASES 90 DEG. TURNS ARE NOT ALLOWED - OFFSET ANGLES SHALL BE KEPT TO A MINIMUM. REFER TO BRANCH DUCT SIZE CHART ON L14 /M -301 FOR SIZING BRANCH DUCTS. I. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. J. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB, PITCH POCKET AND PIPE CURB DETAILS, K. ALL NON -AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL BE FURNISHED BY RITE AID. K L. PAINT THE INTERIOR SURFACE OF DUCTS WHERE VISIBLE THROUGH GRILLES, DIFFUSERS, ETC., WITH FLAT,'DTM' (DIRECT TO METAL), BLACK PAINT. M. NEW ENERGY MANAGEMENT SYSTEM (EMS) SHALL BE PROVIDED AND INSTALLED BY RITE AID. EMS SYSTEM USED WILL BE JOHNSON CONTROLS METASYS SYSTEM ". N. MECHANICAL CONTRACTOR TO COORDINATE DUCTWORK WITH SECURITY GATE SOFFIT ABOVE PHARMACY. 0 SEISMIC BRACING REQUIREMENTS: CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A ", "8 ", or "C" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (UMC, BOCA, SBCCI) KEYED NOTES: OPROVIDE PACKAGED ROOFTOP UNIT WITH GAS HEAT. INSTALL UNIT ON AN INSULATED EQUIPMENT CURB. COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. PIPE CONDENSATE A MIN. OF 6-0" FROM UNIT TOWARDS THE NEAREST ROOF DRAIN. SEE ROOF PLAN ON SHEET MEP -101. REFER TO F91M -201. H yOPROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA LOCATED ABOVE THE PHARMACY. aO NEW SALES AND TEMPERATURE NO MOUNTED THE PHARMACY ATNA LOCATIONS SHOWN. OPROVIDE EXHAUST FANS EF -1,2. PROVIDE WITH DISCONNECT SWITCH. 4 SUSPEND FAN FROM STRUCTURE WITH 3/8" THREADED RODS WITH VIBRATION ISOLATORS. INTERLOCK OPERATION WITH THE EMS SYSTEM. O5 PROVIDE 24 "x12" STATIONARY EXHAUST LOUVER EQUAL TO GREENHECK EDJ -202. PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED P, PLENUM WITH SHEETMETAL SEPARATOR 3O PROVIDE GAS FIRED UNIT HEATER PROVIDE UNIT WITH VENT KIT UP TO ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUSPEND UNIT FROM G STRUCTURE WITH 318" THREADED RODS AND VIBRATION ISOLATORS. SEE SCHEDULE, SHEET M -301. COORDINATE EXACT LOCATION WITH ARCHITECT. O EMS CONTROL PANEL. COORDINATE LOCATION WITH ELECTRICAL PANELS. ODUCT MOUNTED SMOKE DETECTORS. DETECTORS PROVIDED BY ELECTRICAL CONTRACTOR, INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR. COORDINATE WITH ELECTRICAL DRAWINGS. O NOT USED. 10 NOT USED. 11 18X12 RETURN DUCT. SEE A3/M101 FOR CONTINUATION. F 12 ROUTE 12X6 DUCT THRU BEAM CUTS TO SERVE PHARMACY. 13 CONDENSING UNIT (CU -1) AND EQUIPMENT PAD ON ROOF. SEE ROOF PLAN ON SHEET MEP -101. 14 INSULATE REFRIGERANT LINES FROM AC -1 TO CU -1, RUN AS HIGH AS POSSIBLE. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE PER MANUFACTURER'S SPECIFICATIONS, REFRIGERANT LINES SHALL BE BRAZED. SUSPEND AC -1 FROM DECK USING 318" THREADED ROD. PROVIDE (2) NUTS TO 15 THE UNDER SIDE OF UNIT TO SECURE UNIT. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 16 EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT. MOUNT E ON WALL 8' -0" A.F.F. IN A 2 "x4 "JUNCTION BOX. COORDINATE EXACT LOCATION WITH ARCHITECT AND MECHANICAL CONTRACTOR. 17 ROUTE 1 "COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT STOREROOM. REFER TO DRAWING P -101. 1 B MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR AC -1 AND CU -1. ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. f'? ^HONED 0R i'L.nV :fi ISSUANCE SCOTT rAZEKAS &ASSOCIATES, INC. D y DATE r , ^s rave peen reviewed fcr adherence to the ode nd or, an e Aui'orization is r d .D isG e a `-nlo+n3 permit pending ail aGFl:cabi .,i,y dc'- ^•c!eS. e 4G u,_^ or grartmg of a permit based on F b n ewe plans shall not be construed to Pei ITE or r. Nrwe any violation of the applicable cod o o ance. No permit presumed to gave auth ry .: to or cancel the provisions of such cc stall b ..:d. WALL PANEL KEY: DUCTWORK WI LINING DUCTWORK VOLUME DAMPER TURNING VANES J FLEXIBLE CONNECTION FLEXIBLE DUCT B SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE OT THERMOSTAT OS TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR r DUCT TAP W/ VOLUME DAMPER A DIFFUSER TYPE 375 CFM QUANTITY partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento LU W N W U 0 O W w I_' W Z N YIL J W r W r J M31 10 11 12 13 14 15 16 ilJJ Ab»LaaA CaVA AAAAAAA`L,STO k*` ""'Mi O,A\UvU i- 32n. __ Y a, __'_AA YS F__.AA aA p \Vp wiAUV gA A£XfiA axev%4Hfi. i I 1 r f f f NORTH f i Ii € j j 3fII22# w 1 if" 400N % i mm E W €€ + 12x14 18x14 T 14x12 10x14 0 0 375 A 0 0 11 0 15 16 GENERAL NOTES: A. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. B. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. MMECHANICALCONTRACTORSHALLREFERTOROOFPLANONMEP101FOR SCOPE OF ROOF WORK. C. ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM Of 10' -0" AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENT, ETC. D. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS REFER TO DETAIL F91M -201. OUTSIDE AIR INTAKE TO BE SIZED FORA 100 % OF OUTSIDE AIR FOR ECONOMIZER SYSTEMS E. ALL SUPPLY &RETURN DUCTWORK TO BE GALVANIZED SHEET METAL. INTERNALLY LINE SUPPLY FOR FIRST 10 FEET FROM UNIT OR AS SHOWN. EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WITH 2 "DUCT WRAP. REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. F. PROVIDE FLUE THRU ROOF (WITH WEATHER CAP) FOR GAS FIRED UNIT HEATER (IF APPLICABLE), REFER TO D13 1M -201. L G. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. H. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 6-0 ". USE ONLY ON FINAL SUPPLY AIR RUN -OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, AND 3' -0" FROM THE RETURN AIR GRILLE TO THE DUCTWORK. FOR BOTH CASES 90 DEG. TURNS ARE NOT ALLOWED - OFFSET ANGLES SHALL BE KEPT TO A MINIMUM. REFER TO BRANCH DUCT SIZE CHART ON L14 /M -301 FOR SIZING BRANCH DUCTS. I. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. J. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB, PITCH POCKET AND PIPE CURB DETAILS, K. ALL NON -AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL BE FURNISHED BY RITE AID. K L. PAINT THE INTERIOR SURFACE OF DUCTS WHERE VISIBLE THROUGH GRILLES, DIFFUSERS, ETC., WITH FLAT,'DTM' (DIRECT TO METAL), BLACK PAINT. M. NEW ENERGY MANAGEMENT SYSTEM (EMS) SHALL BE PROVIDED AND INSTALLED BY RITE AID. EMS SYSTEM USED WILL BE JOHNSON CONTROLS METASYS SYSTEM ". N. MECHANICAL CONTRACTOR TO COORDINATE DUCTWORK WITH SECURITY GATE SOFFIT ABOVE PHARMACY. 0 SEISMIC BRACING REQUIREMENTS: CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A ", "8 ", or "C" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (UMC, BOCA, SBCCI) KEYED NOTES: OPROVIDE PACKAGED ROOFTOP UNIT WITH GAS HEAT. INSTALL UNIT ON AN INSULATED EQUIPMENT CURB. COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. PIPE CONDENSATE A MIN. OF 6-0" FROM UNIT TOWARDS THE NEAREST ROOF DRAIN. SEE ROOF PLAN ON SHEET MEP -101. REFER TO F91M -201. H yOPROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA LOCATED ABOVE THE PHARMACY. aO NEW SALES AND TEMPERATURE NO MOUNTED THE PHARMACY ATNA LOCATIONS SHOWN. OPROVIDE EXHAUST FANS EF -1,2. PROVIDE WITH DISCONNECT SWITCH. 4 SUSPEND FAN FROM STRUCTURE WITH 3/8" THREADED RODS WITH VIBRATION ISOLATORS. INTERLOCK OPERATION WITH THE EMS SYSTEM. O5 PROVIDE 24 "x12" STATIONARY EXHAUST LOUVER EQUAL TO GREENHECK EDJ -202. PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED P, PLENUM WITH SHEETMETAL SEPARATOR 3O PROVIDE GAS FIRED UNIT HEATER PROVIDE UNIT WITH VENT KIT UP TO ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUSPEND UNIT FROM G STRUCTURE WITH 318" THREADED RODS AND VIBRATION ISOLATORS. SEE SCHEDULE, SHEET M -301. COORDINATE EXACT LOCATION WITH ARCHITECT. O EMS CONTROL PANEL. COORDINATE LOCATION WITH ELECTRICAL PANELS. ODUCT MOUNTED SMOKE DETECTORS. DETECTORS PROVIDED BY ELECTRICAL CONTRACTOR, INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR. COORDINATE WITH ELECTRICAL DRAWINGS. O NOT USED. 10 NOT USED. 11 18X12 RETURN DUCT. SEE A3/M101 FOR CONTINUATION. F 12 ROUTE 12X6 DUCT THRU BEAM CUTS TO SERVE PHARMACY. 13 CONDENSING UNIT (CU -1) AND EQUIPMENT PAD ON ROOF. SEE ROOF PLAN ON SHEET MEP -101. 14 INSULATE REFRIGERANT LINES FROM AC -1 TO CU -1, RUN AS HIGH AS POSSIBLE. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE PER MANUFACTURER'S SPECIFICATIONS, REFRIGERANT LINES SHALL BE BRAZED. SUSPEND AC -1 FROM DECK USING 318" THREADED ROD. PROVIDE (2) NUTS TO 15 THE UNDER SIDE OF UNIT TO SECURE UNIT. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 16 EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT. MOUNT E ON WALL 8' -0" A.F.F. IN A 2 "x4 "JUNCTION BOX. COORDINATE EXACT LOCATION WITH ARCHITECT AND MECHANICAL CONTRACTOR. 17 ROUTE 1 "COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT STOREROOM. REFER TO DRAWING P -101. 1 B MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR AC -1 AND CU -1. ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. f'? ^HONED 0R i'L.nV :fi ISSUANCE SCOTT rAZEKAS &ASSOCIATES, INC. D y DATE r , ^s rave peen reviewed fcr adherence to the ode nd or, an e Aui'orization is r d .D isG e a `-nlo+n3 permit pending ail aGFl:cabi .,i,y dc'- ^•c!eS. e 4G u,_^ or grartmg of a permit based on F b n ewe plans shall not be construed to Pei ITE or r. Nrwe any violation of the applicable cod o o ance. No permit presumed to gave auth ry .: to or cancel the provisions of such cc stall b ..:d. WALL PANEL KEY: DUCTWORK WI LINING DUCTWORK VOLUME DAMPER TURNING VANES J FLEXIBLE CONNECTION FLEXIBLE DUCT B SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE OT THERMOSTAT OS TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR r DUCT TAP W/ VOLUME DAMPER A DIFFUSER TYPE 375 CFM QUANTITY partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento LU W N W U 0 O W w I_' W Z N YIL J W r W r J M31 10 11 12 13 14 15 16 ilJJ Ab»LaaA CaVA AAAAAAA`L,STO k*` ""'Mi O,A\UvU i- 32n. __ Y a, __'_AA YS F__.AA aA p \Vp wiAUV gA A£XfiA axev%4Hfi. i I 1 r KEYED NOTES: OPROVIDE PACKAGED ROOFTOP UNIT WITH GAS HEAT. INSTALL UNIT ON AN INSULATED EQUIPMENT CURB. COORDINATE LOCATION WITH STRUCTURAL DRAWINGS. PIPE CONDENSATE A MIN. OF 6-0" FROM UNIT TOWARDS THE NEAREST ROOF DRAIN. SEE ROOF PLAN ON SHEET MEP -101. REFER TO F91M -201. H yOPROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA LOCATED ABOVE THE PHARMACY. aO NEW SALES AND TEMPERATURE NO MOUNTED THE PHARMACY ATNA LOCATIONS SHOWN. OPROVIDE EXHAUST FANS EF -1,2. PROVIDE WITH DISCONNECT SWITCH. 4 SUSPEND FAN FROM STRUCTURE WITH 3/8" THREADED RODS WITH VIBRATION ISOLATORS. INTERLOCK OPERATION WITH THE EMS SYSTEM. O5 PROVIDE 24 "x12" STATIONARY EXHAUST LOUVER EQUAL TO GREENHECK EDJ -202. PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED P, PLENUM WITH SHEETMETAL SEPARATOR 3O PROVIDE GAS FIRED UNIT HEATER PROVIDE UNIT WITH VENT KIT UP TO ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUSPEND UNIT FROM G STRUCTURE WITH 318" THREADED RODS AND VIBRATION ISOLATORS. SEE SCHEDULE, SHEET M -301. COORDINATE EXACT LOCATION WITH ARCHITECT. O EMS CONTROL PANEL. COORDINATE LOCATION WITH ELECTRICAL PANELS. ODUCT MOUNTED SMOKE DETECTORS. DETECTORS PROVIDED BY ELECTRICAL CONTRACTOR, INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR. COORDINATE WITH ELECTRICAL DRAWINGS. O NOT USED. 10 NOT USED. 11 18X12 RETURN DUCT. SEE A3/M101 FOR CONTINUATION. F 12 ROUTE 12X6 DUCT THRU BEAM CUTS TO SERVE PHARMACY. 13 CONDENSING UNIT (CU -1) AND EQUIPMENT PAD ON ROOF. SEE ROOF PLAN ON SHEET MEP -101. 14 INSULATE REFRIGERANT LINES FROM AC -1 TO CU -1, RUN AS HIGH AS POSSIBLE. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE PER MANUFACTURER'S SPECIFICATIONS, REFRIGERANT LINES SHALL BE BRAZED. SUSPEND AC -1 FROM DECK USING 318" THREADED ROD. PROVIDE (2) NUTS TO 15 THE UNDER SIDE OF UNIT TO SECURE UNIT. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 16 EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT. MOUNT E ON WALL 8' -0" A.F.F. IN A 2 "x4 "JUNCTION BOX. COORDINATE EXACT LOCATION WITH ARCHITECT AND MECHANICAL CONTRACTOR. 17 ROUTE 1 "COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT STOREROOM. REFER TO DRAWING P -101. 1 B MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR AC -1 AND CU -1. ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. f'? ^HONED 0R i'L.nV :fi ISSUANCE SCOTT rAZEKAS &ASSOCIATES, INC. D y DATE r , ^s rave peen reviewed fcr adherence to the ode nd or, an e Aui'orization is r d .D isG e a `-nlo+n3 permit pending ail aGFl:cabi .,i,y dc'- ^•c!eS. e 4G u,_^ or grartmg of a permit based on F b n ewe plans shall not be construed to Pei ITE or r. Nrwe any violation of the applicable cod o o ance. No permit presumed to gave auth ry .: to or cancel the provisions of such cc stall b ..:d. WALL PANEL KEY: DUCTWORK WI LINING DUCTWORK VOLUME DAMPER TURNING VANES J FLEXIBLE CONNECTION FLEXIBLE DUCT B SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE OT THERMOSTAT OS TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR r DUCT TAP W/ VOLUME DAMPER A DIFFUSER TYPE 375 CFM QUANTITY partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento LU W N W U 0 O W w I_' W Z N YIL J W r W r J M31 10 11 12 13 14 15 16 ilJJ Ab»LaaA CaVA AAAAAAA`L,STO k*` ""'Mi O,A\UvU i- 32n. __ Y a, __'_AA YS F__.AA aA p \Vp wiAUV gA A£XfiA axev%4Hfi. i I 1 r M31 10 11 12 13 14 15 16 ilJJ Ab»LaaA CaVA AAAAAAA`L,STO k*` ""'Mi O,A\UvU i- 32n. __ Y a, __'_AA YS F__.AA aA p \Vp wiAUV gA A£XfiA axev%4Hfi. i I 1 r FArL L K H IF 0 I 1 I 2 3 I 4 5 I 6 7 I 8 I 9 I 10 I ICI BURGLAR BARS: 1 -112" ANGLE IRON FRAME WITH 1/2" REBAR @ 8" O.C. RETURN AIR OPENING SUPPLY AIR OPENING 11 12 13iZ9Y1DL"l47 NOTE: MANUFACTURER SHALL PROVIDE BURGLAR BARS IN THE SUPPLY AND RETURN DUCT OPENINGS IN CURB WITH UNIT SIZE SPECIFIC ARRANGEMENT. CONTRACTOR MUST COORDINATE ROOF CURBS WITH SITE SPECIFIC MANUFACTURERS REQUIREMENTS Jq ROOFTOP UNIT CURB DETAIL (YORK) SCALE: N.T.S. PROVIDE FACTORY CURB W /BURGLAR BARS, CANT & FLASHING; SEE ARCH. DETAIL ROOF 1" SOUNDLINING IN SUPPLY & RETURN OSA INTAKE WITH ECONOMIZER CONTROLS SEE MANUFACTURER FOR EXACT CONFIGURATION EXTEND CONDENSATE BURGLAR BARS 6-0" MIN. TOWARDS 6" MIN ROOF DRAIN FLEXIBLE CONNECTION (TYP) NOTES: FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201- K4, S201- G4, S201 -D4, S201- A4, S201 -A7, S201- D1, S201 -A1. F9ROOFTOP UNIT DETAIL SCALE: N.T.S. SECURE UNIT TO PAD USING STAINLESS STEEL SCREWS. TYPICAL FOR (6) LEGS CARRIER PLASTIC 2" HIGH TOTALINE PAD 2' -0" TYPICAL CU XXXXXXXX ROOF ONE LAYER OF ROOFING MEMBRANE INSULATED REFRIGERANT LINES NOTES: FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201- K4, S201- G4, S201 -D4, S201- A4, S201- A7, S201- D1, S201 -A1. CONDENSING UNIT DETAIL (CU -1 SCALE: N.T.S. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. Y DATE ase pans have been revinkved for adherence to thecodesandordinance. Authorization isr,nted to Issue a building permit pendingPrc'• 4 by all applicab;c City aganc as. ie issuance or granting of a permit based onprowloftheseplansshat! not be construed topermitorapproveanyviolationoftheapplicablecodesorOrdnance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. 1 I 12 13 14 I 15 BURGLAR BAR INSERTS: AS MANUFCTURED BY MICROMETL OR EQUAL. BAR IS 1/2" COLD ROLLED STEEL @ 6" O.C. RETURN AIR OPENING SUPPLY AIR OPENING 16 1111W. NOTE: MANUFACTURER SHALL PROVIDE BURGLAR BARS IN THE SUPPLY AND RETURN DUCT OPENINGS IN CURB WITH UNIT SIZE SPECIFIC ARRANGEMENT. CONTRACTOR MUST COORDINATE ROOF CURBS WITH SITE SPECIFIC MANUFACTURERS REQUIREMENTS ROOFTOP UNIT CURB DETAIL (CARRIER) J13 SCALE: N.T.S. NOTE 3 V. JGER READIED NGER RC NOTES VGER RAP FRUT OR E IRON 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SO, FT., DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. 4. PROVIDE SEISMIC BRACING WHERE REQUIRED BY CODE, ORDINANCES, ETC. F13 Uj DUCT HANGING DETAIL SCALE N.T.S. 13 N 11 SECURE T( GALVINIZEI S.S. SCREV EXTEND 6-1 TOWARDS PIPE PIER; MANUFACT BY ERICO PROVIDE PI PAD UNDER. CATEGORY 3" VENT PIPE(FIELD SUPPLIED) CATEGORY 3" VENT PIPE(FIELD SUPPLIED) VENT (FLUE EXHAUST) TERMINAL(FACTORY SUPPLIED) f SEAL WITH HIGH TEMPERATURE SILICONE SEALANT SUPPLIED WITH THE KIT I 1 COMBUSTION AIR INLET FACTORY SUPPLIED) I I FLASHING (ROOFING CONTRACTOR.) T -0" MINIMUM I 1 i Ili 1. ROOFTOP UNITS (RTU); M A. UPON A SIGNAL FROM THE EMS, THE RTU SHALL START, HENCEFORTH, BE IN OPERATION 24 HOURS A DAY, 7 DAYS A WEEK. 1. OCCUPIED: THE RTU SUPPLY FAN SHALL RUN CONTINUOUSLY. THE OUTDOOR AIR DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION. IN THE HEATING MODE, THE RTU SHALL MAINTAIN OCCUPANCY TEMPERATURE SET POINTS. IN THE COOLING MODE, THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL OPERATE IN SEQUENCE TO MAINTAIN OCCUPANCY SET POINTS. THE UNITS HEATING AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A 5) MINUTE (ADJ.) TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING TO COOLING FUNCTION (OR VICE - VERSA). THE UNIT SHALL BE EQUIPPED WITH A HOT GAS BY -PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, CONTROL OF WHICH SHALL BE BY THE UNIT'S FACTORY INSTALLED CONTROLS. 2. UNOCCUPIED: THE RTU SUPPLY FAN SHALL RUN INTERMITTENTLY. THE OUTDOOR AIR L DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION. IN THE HEATING MODE, THE RTU SHALL MAINTAIN UNOCCUPIED TEMPERATURE SET POINTS. IN THE COOLING MODE, THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL OPERATE IN SEQUENCE TO MAINTAIN UNOCCUPIED SET POINTS. THE UNIT'S HEATING AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A 5) MINUTE (ADJ.) TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING TO COOLING FUNCTION (OR VICE - VERSA). THE UNIT SHALL BE EQUIPPED WITH A HOT GAS BY -PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, CONTROL OF WHICH SHALL BE BY THE UNIT'S FACTORY INSTALLED CONTROLS. 3. WHEN THE OUTDOOR AIR IS SUITABLE FOR COOLING AS DETERMINED BY THE RETURN AND OUTDOOR AIR ENTHALPY SENSORS, THE RETURN AND OUTDOOR AIR DAMPERS SHALL MODULATE UNDER MIXED AIR ECONOMIZER CONTROL AS NEEDED TO MAINTAIN THE DESIRED DISCHARGE AIR TEMPERATURE SETPOINT (55'F(ADJ.)). THE MECHANICAL COOLING SHALL BE PERMITTED TO RUN TO RUN IN SEQUENCE WITH THE ECONOMIZER, K IF COMPARATIVE ENTHALPY LOGIC ALLOWS, TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. J IF s] B. SAFETIES: 1. UPON ACTIVATION OF THE RTU DUCT SMOKE DETECTOR(S), THE SUPPLY FAN SHALL STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. C. ALARMS: 1. THE FOLLOWING CONDITIONS SHALL GENERATE AN AUDIBLENISUAL ALARM AT THE CONTROL PANEL AND AT THE FACILITIES MANAGERS OFFICE. a. RTU COMMON "TROUBLE " ALARM. b. LOSS OF AIR FLOW. D. THE OPPERATION OF EXHAUST FANS EF -1,2 SHALL BE INTERLOCKED WITH THE OPERATION OF RTU -2. H1 SEQUENCE OF OPERATION SCALE: N.T.S. 1 I 2 I 3 4 J 5 11 7 rri 7 iE 11 12 13 REMARKS: 1. UNIT SELECTION BASED ON CARRIER. ACCEPTABLE MANUFACTURER IS MITSUBISHI MODEL #PLAAI8AA/ #PUZ- A18NHA HEAT PUMP. 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS MANUFACTURED BY CARRIER PART # P142 -3830. JU ACCESSORIES: 1. ISOLATION RELAY. 2. CRANKCASE HEATER. 3. LOW AMBIENT CONTROL AND WINTER START. 4. WIND BAFFLE. 5. INDOOR GRILLE MODEL # 40KMC9006. 6. WIRED THERMOSTAT M #33MC -URC. DUCTLESS SPLIT HEAT PUMP SCHEDULE SCALE: N.T.S. 14 15 16 DUCT SIZE CFM RANGE INDOOR UNIT CONDENSER UNIT 81.0 101 - 250 CFM 10"0 251 - 400 CFM 12" 0 401 - 600 CFM 14" 0 ELECTRICAL TAG TYPE CONTROL ELECTRICAL MATERIAL FINISH MAX. SOUND PRESSURE MANUFACTURER MODEL No. REMARKS 630 N/A 45 37.3 Z0 FACE NECK 1 1/15 115 1 NC) DROP 1 12' REZNORUDAP45 RECEIVING AREA ww SUPPLY DIFFUSER DUCT 24X24 U0 U 0 STEEL w 30 06 TITUS TMSA O w SUPPLY DIFFUSER DUCT 12X12 co O0 STEEL O 30 03 TITUS TMSA O C RETURN GRILLE DUCT 24X24 20X20 LAY -IN STEEL O 25 04 TITUS N O 0 O OU Q 2 0 O> Q STEEL 0 Z U Q MOCP W SUPPLY GRILLE U 0 O 0 m U = 04 a 2 2 F 2 O a 2 U) K a 25 MANAGER'S TITUS 50F -C G SUPPLY DIFFUSER DUCT 24X24 O LAY -IN STEEL O 25 70 ACCUTHERM THERMAFUSER -TF -HC O AC- 1 /CU -1 62 40KMQ018 17,900 16,800 690 208 1 60 38QRF018 8 20 208 1 60 13.0 1,2,3 1,2,3,4,5,6 OFFICE 25 48HJE012 DH120N20P2AAA3 REMARKS: 1. UNIT SELECTION BASED ON CARRIER. ACCEPTABLE MANUFACTURER IS MITSUBISHI MODEL #PLAAI8AA/ #PUZ- A18NHA HEAT PUMP. 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS MANUFACTURED BY CARRIER PART # P142 -3830. JU ACCESSORIES: 1. ISOLATION RELAY. 2. CRANKCASE HEATER. 3. LOW AMBIENT CONTROL AND WINTER START. 4. WIND BAFFLE. 5. INDOOR GRILLE MODEL # 40KMC9006. 6. WIRED THERMOSTAT M #33MC -URC. DUCTLESS SPLIT HEAT PUMP SCHEDULE SCALE: N.T.S. 14 15 16 DUCT SIZE CFM RANGE 6 "0 0 -100 CFM 81.0 101 - 250 CFM 10"0 251 - 400 CFM 12" 0 401 - 600 CFM 14" 0 601 -1000 CFM L14 BRANCH DUCT SIZE CHART SCALE: N.T.S. REMARKS 1. REFER TO BRANCH DUCT SIZE CHART 2. SIZE AS NOTED ON PLAN 3, WHITE UNLESS OTHERWISE NOTED DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) AIR DEVICE SCHEDULE SCALE: N.T.S. 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. 5 2 -WAY THROW AWAY FROM LIGHT. TAG CFM VOLUME SIZE MOUNTING HEIGHT MANUFACTURER AND MODEL NO. LOCATION FLUE SIZE WT. LBS REMARKSKW GAS (MBH) TAG TYPE CONTROL FRAME STYLE MATERIAL FINISH MAX. SOUND PRESSURE MANUFACTURER MODEL No. REMARKS 630 N/A 45 37.3 NIA FACE NECK 1 1/15 115 1 NC) DROP 1 12' REZNORUDAP45 RECEIVING AREA A SUPPLY DIFFUSER DUCT 24X24 O O STEEL O 30 06 TITUS TMSA O B SUPPLY DIFFUSER DUCT 12X12 O O STEEL O 30 03 TITUS TMSA O C RETURN GRILLE DUCT 24X24 20X20 LAY -IN STEEL O 25 04 TITUS 50F -C O D EXHAUST GRILLE OBD 12X12 O O STEEL O 25 02 TITUS 50F -C MOCP E SUPPLY GRILLE OBD O O SURFACE STEEL i l 30 04 TITUS 350R F RETURN GRILLE OBD O O O STEELO 25 02 TITUS 50F -C G SUPPLY DIFFUSER DUCT 24X24 O LAY -IN STEEL O 25 70 ACCUTHERM THERMAFUSER -TF -HC O REMARKS 1. REFER TO BRANCH DUCT SIZE CHART 2. SIZE AS NOTED ON PLAN 3, WHITE UNLESS OTHERWISE NOTED DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) AIR DEVICE SCHEDULE SCALE: N.T.S. 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. 5 2 -WAY THROW AWAY FROM LIGHT. TAG CFM HEATER FAN MOTOR MOUNTING HEIGHT MANUFACTURER AND MODEL NO. LOCATION FLUE SIZE WT. LBS REMARKSKW GAS (MBH) V PH HZ HP V PH HE RPMINPUTOUTPUT UH -1 630 N/A 45 37.3 NIA N/A NIA 1 1/15 115 1 60 1550 1 12' REZNORUDAP45 RECEIVING AREA 4" 60 1,2 REMARKS: 1. SUSPEND FROM STRUCTURE USING #" THREADED RODS AND VIBRATION ISOLATORS. 2. PROVIDE UNIT WITH VENT KIT. UNIT HEATER SCHEDULE SCALE: N.T.S. TAG CFM S.P. IN WG. ELECTRICAL DATA CONTROL SERVICE MANUFACTURER AND MODEL NO. REMARKSHP/ WATTS RPM V PH HZ EF -1 300 125 144 W 1350 120 1 60 EMS RESTROOMS GREENHECK CSP -A390 1,2,3 EF -2 300 125 144 W 1350 120 1 60 EMS LOUNGE GREENHECK CSP -A390 1,2,3 REMARKS: 1. PROVIDE WITH UNIT MOUNTED SPEED CONTROLLER. 2. PROVIDE WITH DISCONNECT SWITCH. 3. SUSPEND FROM STRUCTURE USING 3/8" THREADED RODS AND VIBRATION ISOLATORS. EXHAUST FAN SCHEDULE SCALE: N.T.S. A; 'PROVED FOR 'PERMIT ISSUANCE 3,_-OTT FAZEKAS & ASSOCIATES, INC. l DATE ns have been reviewed for adherence to the codes and ordinance. Authorization is nled to issue a building permit pending Y all appiicab6o City agencies. prcva! m these plans shal! not be construed to per ; a or approve any violation of the applicable rode; •>r crdinance. No permit presumed to give authority to v';ol =.te or cancel the provisions of such REMARKS: 1. UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FACTORY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS, AND BAROMETRIC RELIEF. 2. BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. 3. CONTRACTOR SHALL FURNISH AND INSTALL UNIT WITH 14" HIGH FACTORY ROOF CURB WITH BURGLAR BARS. LEVEL UNITS AS REQUIRED TO ADJUST FOR ROOF SLOPE. 4. CONTRACTOR TO PROVIDE CONNECTIONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. 5. CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING. FOR FURTHER QUESTIONS, CONTACT THE NATIONAL ACCOUNTS PERSON. 1 i PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE SCALE: N.T.S. 9 I 10 I 11 12 13 14 15 16 TM M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com SUPPLY FAN EVAPORATOR CON. SECT NATURAL GAS HEATING Chicago L Columbus N Dallas 0 Los Angeles OUTSIDE Sacramento UNIT U ELECTRICAL` STATIC AIR TEMP. F' Q MOTOR DATA AIR INPUT OUTPUT O r PRESSURE MOTOR TOTAL SENS. TEMP. MBH MBH AIR MANUFACTURER MANUFACTURER WEIGHT EER REMARKS Y r J DES. # CFM IN. WG. ENT. LVG. MBH MBH F" CFM MODEL NO. MODEL NO. W /CURB NO. HP VOLTAGE MCA MOCP EXTERNAL HP RPM DB WB DB WB ENT. LVG. LBS. RTU -1 4350 1.0 3.2 1030 78.3 65.6 58.1 57.0 120 90 2 62 98 1801224 1481184 770 CARRIER YORK 1253 11.0 208/3/60 59 70 1,2,3,4,52548HJE012DH120N20P2AAA3 RTU -2 4500 1.0 3.3 1048 80.9 68.0 58.3 57.2 138 103.5 2 52 94 200/250 160/200 1425 CARRIER YORK 1268 9.6 208/3/60 66 70 1,2,3,4,52548HJE014DH150N20P2AAA3 CARRIER YORK RTU -3 5750 1.0 4.0 1130 80.8 68.0 57.5 56.4 180 135 3 50 51 92 270/360 221/295 1500 48HJF017 DH180N32P2ABA2 2090 11.0 20813/60 86 110 1,2,3,4,5 RTU-4 3205 1.0 2.5 878 88.7 71.4 58.5 57.0 90 67.5 2 45 100 120/180 99/148 750 CARRIER YORK 1088 11.0 208/3/60 44 50 1,2,3,4,52548HJE008DH090N10P2AAA3 REMARKS: 1. UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FACTORY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS, AND BAROMETRIC RELIEF. 2. BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. 3. CONTRACTOR SHALL FURNISH AND INSTALL UNIT WITH 14" HIGH FACTORY ROOF CURB WITH BURGLAR BARS. LEVEL UNITS AS REQUIRED TO ADJUST FOR ROOF SLOPE. 4. CONTRACTOR TO PROVIDE CONNECTIONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. 5. CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING. FOR FURTHER QUESTIONS, CONTACT THE NATIONAL ACCOUNTS PERSON. 1 i PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE SCALE: N.T.S. 9 I 10 I 11 12 13 14 15 16 TM M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com K J H L F E 0 0 n Atlanta Boston Chicago L Columbus N Dallas 0 Los Angeles Miami Sacramento K J H L F E 0 0 n MAY 2 3 2007 REVISIONS PROTOTYPE 107 X 163 WD PROJECT NUMBER RAIPD0001 V W J W 2 V U) J Q V Z Q 2 U M301 LU Lo w N 0 W U Q Z w O r W Q F) J j L1J W Y r J MAY 2 3 2007 REVISIONS PROTOTYPE 107 X 163 WD PROJECT NUMBER RAIPD0001 V W J W 2 V U) J Q V Z Q 2 U M301 LU M L K J H 9 F E C A 0 2 #8, 1 #8 GRD IN 1"C. TO A REFER TO DWG. E -101 F0 CONTINUATION. 7- 3 1 4 I 5 I 6 7 1 8 1 g 1 10 1 11 f DEDICATED POWER AND DATA CONDUITS FOR R/A ELECTRONIC MESSAGE CENTER 2#8, 1 #8 GRD IN VC. TO Al -30 REFER TO DWG. E -101 FOR CONTINUATION. K\ h. lk, 1 rte lk s eeeYYY RECIIS. 4* EUSERC ENCLOSURE. COORDINATE , , 2 #10, 1 #10 GRD IN 1 "C. TO EXACT LOCATION AND DIMENSIONS WITH t{ ' Al -31,33 REFER TO DWG. E -101 UTILITY COMPANY, DEVELOPER AND FOR CONTINUATION. OWNER'S NATIONAL ACCOUNT MANAGER. REFER TO DWG. E- 3028/D -1 SINGLELINE DIAGRAM FOR DETAILS. v TYPICAL FLOOD LIGHT FIXTURE SEES LIGHT FIXTURE SCHEDULE SHEET ; P .,?.• %v .1 l„i ;.rte s, ? J E -303. 2 #8, 1 #8 GRD IN 1 "C. TO 1, J , Al -23,25 REFER TO DWG. E -101 FOR e A CONTINUATION. i EUSERC ENCLOSURE. ter. COORDINATE EXACT LOCATION AND DIMENSIONS WITH UTILITY ! M COMPANY, DEVELOPER AND ,f OWNER'S NATIONAL ACCOUNT 6 MANAGER. REFER TO DWG. y, E- 302/D -1 SINGLELINE DIAGRAM a FOR DETAILS. s' TYPICAL WALL PACK LIGHT T \ FIXTURE SEE LIGHT FIXTUREu SCHEDULE SHEET E -303. A 1 P 2 #10, 1 #10 GRD IN 1 "C. TO A2 -21 r' REFER TO RITE AID P DWG. E -302 FOR POWER REQ'S. ek, {f' 4 _.. A* AlELECTRICAL SITE PLAN SCALE: 1" = 20' -0" 1 2 3 4 5 6 7 8 12 13 14 UTILITY COMPAWS UTILITY FOILER CO. 7ELEP142E rn- SOUTHEW CALIFOFNIA EDISON VERIZON 26100 MENIFEE ROAD 150 S. JUANITA STMEET ROMOLAND, CA, 92585 HEMET, CA 92543 RHONDA GUTIERF4Z MIKE JOHNSON 951.928.8234 909.929.9464 88175 -51 - Three -Light Winona Wall Lantern Collection: ':i,Arrora Triter: Ligth 0,,gdoor Wall LaMtrn m Statuary R onze Fnish with Cream Swint Gla,,sShaxle TYPE S WALL FIXTURE12SCALE: N.T.S. F 12 TYPE W WALL FIXTURE SCALE: N.T.S. NOTE: REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION. CUT OFF FIXTURE REFER TO LIGHTING DULE ON DWG. E -303 30' -0" 2' -5" ry 5' MIN. PER GROUND WIRE TO GROUND LUG REFER TO CIVIL DOCUMENTS FOR BASE DETAILS ANCHOR BOLTS SEE NOTE #1 BELOW FINISHED GRADE AT CENTER OF FOUNDATION RIGID GALVANIZED CONDUIT 3/4" x 10' -0" GROUND ROD WITH EXOTHERMIC CONNECTION BETWEEN GROUND WIRE AND GROUND ROD NOTES: 1. ANCHOR BOLTS FURNISHED WITH POLE. BOLT PATTERN, SIZE AND LENGTH AS SPECIFIED BY MANUFACTURER. Al2TYPE P LIGHT POLE AND BASE DETAIL SCALE: N.T.S. 15 1 16 GENERAL NOTES: A, ADJUST FINAL POLE AND LUMINAIRE LOCATIONS AS NECESSARY TO ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. MIN. 5 Fc. PER SQ. FT.) B. ALL FIRE WALL AND SLAB PENETRATIONS SHALL BE SEALED WITH METHODS AND MATERIALS APPROVED BY U.L. FOR THE PARTICULAR SYSTEM. C. COORDINATE ALL LIGHTING EQUIPMENT WITH FIELD CONDITIONS. FIXTURE LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENTS TO SATISFY THE DESIGN INTENT. D. ALL SITE LIGHTING FIXTURES SHALL BE 208V. PROVIDE AND INSTALL ALL LAMPS IN ALL LIGHTING FIXTURES. E. ALL SITE LIGHTING FIXTURES SHALL BEAR UL WET LOCATION LABEL AND ALL HARDWARE SHALL BE CORROSION- RESISTANT. F. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE REQUIREMENTS. G. SEE CIVIL PLANS FOR INFORMATION ON SITE LIGHTING AND PYLON SIGN FOUNDATIONS. H. USE #10 WIRING AT EACH POLE LOCATION WITH FUSED CONNECTORS. USE #8 GROUND WIRE THROUGHOUT UNDERGROUND DUCT SYSTEM. 1. PROVIDE NEMA 3R, 30AMP, SINGLE POLE NON -FUSED DISCONNECT SWITCH WITH PAD LOCK AT BASE OF PYLON SIGNS FOR EMERGENCY CUT OFF. APPROVED S ^,OTT FAZ_KAS & ASSOCIATES, INC. DATE j)t,A,s have. ':+en t v' !e for adhere, ncp to the co ,id Authorization is ntea isc ue a t :Icing permit pending all ar - a- :< C ;ty sl ce or grantmc of a permit based on th se plans shall not be ce =:rued to I r z pprove any v elation of the 7=licabie jcs )r c,,d lance. t'o permit presumed to give t. v e or cancel the provisions of such Odes 4I be vn. d. M' L 9 J T r E 17 C A fflR1- partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento b REVISIONS Z El a El J a El U El `= E PROTOTYPE 107 X 163 Ua STORE NUMBER = IND PROJECT NUMBER RAIPD0001 W El Q0 W 13 14 15 W Ln N W V w Oa w H W aj J LLB r W to r b REVISIONS Z El a El J a El U El `= E PROTOTYPE 107 X 163 Ua STORE NUMBER = IND PROJECT NUMBER RAIPD0001 W El Q0 W 13 14 15 16 M L J G F E K1 Al 3 LIGHTING ZONE CHART ZONE # LIGHTS CIRCUITS 1 50% LIGHTING A1- 1,2,3,4,5,6,7,9,28,34,36,38,40 2 100% LIGHTING PANEL A2 3 DUSK TO DAWN WALL PACKS, SITE LIGHTING POLE CLOSEST TO FRONT ENTRANCE A1- 21,31,33 4 SITE LIGHTING PYLON SIGNS AND EMC A1- 23,25,27,29,30,32;A1 -37 EMC" 5 CANOPY LIGHTS, SIGNS A1- 8,10,11,12,13,14,16,18 NL NIGHT LIGHTS Al -15 EM EMERGENCY LIGHTS A1- 17,19,20,22,24,26 EMC (ELECTRONIC MESSAGE CENTER) LIGHTING ZONE CHART SCALE: N.T.S. LIGHTING PLN MEZZANINE SCALE: 1/8" = 1' -0" i....4 m yz n 1 4 ra 7 NOTE: EXITWAYS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT THE FLOOR LEVEL. D E 10 11 f aryl. 1• t 1 i I j 12 13 B2`6.4)' B X A ZQJL z LIGHTING PLANA3SCALE: 1/8" = 1' -0" 16 GENERAL NOTES: A. TRACK LIGHTING TO LIGHT GRAPHICS SIGNAGE. VERIFY LOCATION OF GRAPHIC SIGNAGE WITH RITE AID CONSTRUCTION MANAGER PRIOR TO INSTALLING TRACK LIGHTING. CONTRACTOR TO FIELD ADJUST TRACK HEADS AS NECESSARY TO LIGHT GRAPHIC SIGNAGE. M' EYED NOTES: PROVIDE TWO POWER CIRCUITS FOR RITE AID LETTER SIGNAGE. COORDINATE WITH SIGNAGE VENDOR. CONTRACTOR TO PROVIDE SINGLE POLE FUSED DISCONNECT SWITCH FOR EACH LETTER, PROVIDE POWER FOR SIGNAGE. COORDINATE WITH SIGNAGE VENDOR LIGHTS CONTROLLED BY OCCUPANCY SENSOR. O NOT USED. L JUNCTION BOX (12 "X12 "X6 ") ABOVE ACCESSIBLE CEILING. RUN 1 1/2 "C. IN WALL, STUB BELOW SLAB AND EXTEND TO SITE LIGHTING POLES AND PYLON SIGNS. PROVIDE 3 #12, 1 #12 GRD FOR ALL EMERGENCY LIGHTING CIRCUITS. EMERGENCY LIGHTING CIRCUIT IS ON A SPECIAL CIRCUIT BREAKER, FIRST POLE CONTAINS THE LOAD FOR THE LIGHTS FIXTURES, THE SECOND POLE IS USED TO SENSE LOSS OF POWER ON THE CIRCUIT. JUNCTION BOX (8 "X8 "X6 ") ABOVE ACCESSIBLE CEILING. RUN 1 "C. IN WALL, STUB BELOW SLAB AND EXTEND TO DUSK TO DAWN SITE LIGHTING POLE. JUNCTION BOXES (1- POWER, 1 -DATA) ABOVE ACCESSIBLE CEILING. RUN 314 "C. IN WALL, STUB DOWN BELOW SLAB AND EXTEND TO R/A ELECTRONIC MESSAGE CENTER. REFER TO DRAWING E -100. K FOR COSMETIC LIGHTS SEE DETAIL K10 ON DWG. E -201. THIS EXIT SIGN IS TO BE PENDANT MOUNTED. P R!il iISSUANCE S--91T FAZEIv S & ASSOCIATES, INC. s have h,en reviewed fer adherence to the ccoe- and crdinacce. Puthorzation is a t1id ag -ermit pending re or erar.d;,g of a permit based on U, pw of ,he<te plans 'I. not be construed to rove any v _tion of the ap },lcable No permit presumeo W give author / or cancel the provisions of such cedes s - •.,a, ;d. A Wes 15 2X4 FLUORESCENT LIGHT FIXTURE. LETTER 0 A) INDICATES FIXTURE TYPE. A 2X4 FLUORESCENT NIGHT LIGHT FIXTURE TO REMAIN li Q ALWAYS ON. LETTER (A) INDICATES FIXTURE TYPE. AE a 2X4 EMERGENCY FLUORESCENT LIGHT FIXTURE. W LETTER (AE) INDICATES FIXTURE TYPE. B 1X4 FLUORESCENT LIGHT FIXTURE. LETTER w B) INDICATES FIXTURE TYPE. BED 1X4 EMERGENCY FLUORESCENT LIGHT FIXTURE. a LETTER (BE) INDICATES FIXTURE TYPE. C 0 1X8 FLUORESCENT LIGHT FIXTURE. LETTER Lu C) INDICATES FIXTURE TYPE, CE 1X8 EMERGENCY FLUORESCENT LIGHT FIXTURE. LETTER (CE) INDICATES FIXTURE TYPE, Y D 6"X8'FLUORESCENT LIGHT FIXTURE. LETTER (D) INDICATES FIXTURE TYPE. E 6 "X4' FLUORESCENT LIGHT FIXTURE. C:==== LETTER (E) INDICATES FIXTURE TYPE. F FLUORESCENT LIGHT FIXTURE. LETTER F) INDICATES FIXTURE TYPE. G 0 o TRACK LIGHTING FIXTURE. LETTER G) INDICATES FIXTURE TYPE. 1 DOWN LIGHT. LETTER (I) INDICATES FIXTURE TYPE. EXIT LIGHT. EXTERIOR LIGHT FIXTURE. LETTER (L) LL INDICATES FIXTURE TYPE. EXTERIOR LIGHT FIXTURE. LETTER (M) M INDICATES FIXTURE TYPE. Q JUNCTION BOX. os. OCCUPANCY SENSOR. LIGHT SWITCH. CIRCUIT HOME RUN. CIRCUIT WIRING. J 1 G F E 0 TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento V C ti REVISIONS 13 Wes 15 16 r/ ^ li Q A\ a W V 0 w a i Ii Lu Cl) TWO Y aJ J W W to V C ti REVISIONS 13 14 15 16 1 2 3 4 Lo 5 6 7 8 9 OPROVIDE 10. L 1 11 11 FIXTURE. VERIFY LOCATION OF STUB-UP WITH 3 Wz 14 ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP THROUGH WALL TO ABOVE LLI ACCESSIBLE CEILING SPACE. OWEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF U) 0 GONDOLA. JUNCTION BOX MOUNTED ABOVE CEILING. SEE LLI Z DETAIL E9, SHEET E301. OPROVIDE 2) 3/4"C ONE FOR POWER, ONE FOR LOW VOLTAGE M L 2 i C q Z i. M K L29' - 82 26 32-25 42 AlPOWER PLAN 1, POWER PLAN SCALE: 1/8" = 1' -0" i A3 SCALE: 1/8" = 1' -0" 1 2 3 4 0 0 0 JP zo 02-15 I-= GAS FIRED WATER — HEATER 480 7, it j f ES t3 9. 9. 91. q.- B2-5 WREMOEDTWALKEFF — — — FLOOR BOX 8 2 - 6 ASSEMBLY. 381-1 lj _r4i i M2 16 Lj M I PH A2-22 A2_ A2-19 A -17202 FOR GONDOLA 810 40 A 40 LIGHTING. All 2-19 2 FOR GONDOLA &7TFOR GONDOLA' OR! GONDOLA 2 A2-182L f IGHTING. LIGHTING.. UGH`nNG. Al -38,40 2 2 9 A2-17Al-38 A2 -22 -20 A 132--, UK x/ 2 -2, 4'- 10" A2- 61-11 jl z A2-22 A2-20 A2-19 -17 i. FIR C2 15 16 GENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE MOUNTED AT 20" AFF. B. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHTS LISTED ARE TO THE CENTER OF THE WALL BOX OR DEVICE. M C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. KEYED NOTES: 0 PLUG MOLD PROVIDED BY RITE-AID, INSTALLED ON TOP OFGONDOLABYCONTRACTOR. PLUG POWER CORD INTO Lo E RITE AID FIXTURE/DECORE PLANS. OPROVIDE 1) 3/4"C. IN SLAB FROM WALL TO STUB-UP INTO L FIXTURE. VERIFY LOCATION OF STUB-UP WITH W ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP THROUGH WALL TO ABOVE LLI ACCESSIBLE CEILING SPACE. OWEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF U) 0 GONDOLA. JUNCTION BOX MOUNTED ABOVE CEILING. SEE LLI Z DETAIL E9, SHEET E301. OPROVIDE 2) 3/4"C ONE FOR POWER, ONE FOR LOW VOLTAGE LLI IN SLAB FROM WALL TO STUB-UP INTO FIXTURE. VERIFY TOM CD LLI LOCATION OF STUB-UP WITH ARCHITECTURAL AND FIXTURE V e PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP Cp THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE, OPROVIDE 2) 3/4" C. UNDERSLAB. STUB-UP INTO PHOTOSHOP FIXTURES. K OPROVIDE 2) 1 1/2" C. UNDERSLAB. STUB-UP INTO P.O.S. FIXTURES. OJUNCTION BOX FOR SECURITY KEY PAD MOUNT 48" A.F.F. AND 12" FROM THE DOOR FRAME. OJUNCTION BOXES LOCATED ABOVE SLIDING DOOR FRAME FOR POWER CONNECTION. COORDINATE WITH SLIDING DOOR MANUFACTURER. OELECTRICAL SECONDARIES BELOW GRADE FROM TRANSFORMER. REFER TO DWG. E100 AND E302 FOR ADDITIONAL INFORMATION. MICROSWITCH ACTIVATED AIR CURTAIN. VERIFY LOCATION D LOCATION. AIR CURTAIN SHALL BE MARS MODEL NUMBER 72HV-2 OR EQUAL. PROVIDE (2) 3/4"C. IN SLAB FROM WALL TO FLOOR BOX. VERIFY LOCATION OF FLOOR BOX WITH ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB-UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE FOR FURTURE MEDIA CENTER. PROVIDE FLOOR BOX. DOORBELL PUSH BUTTON AND BELL UNIT REFER TO DETAIL E13 ON DWG. E301. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. C q Z i. M K L29' - 82 26 32-25 42 AlPOWER PLAN 1, POWER PLAN SCALE: 1/8" = 1' -0" i A3 SCALE: 1/8" = 1' -0" 1 2 3 4 0 0 0 JP zo 02-15 I-= GAS FIRED WATER — HEATER 480 7, it j f ES t3 9. 9. 91. q.- B2-5 WREMOEDTWALKEFF — — — FLOOR BOX 8 2 - 6 ASSEMBLY. 381-1 lj _r4i i M2 16 Lj M I PH A2-22 A2_ A2-19 A -17202 FOR GONDOLA 810 40 A 40 LIGHTING. All 2-19 2 FOR GONDOLA &7TFOR GONDOLA' OR! GONDOLA 2 A2-182L f IGHTING. LIGHTING.. UGH`nNG. Al -38,40 2 2 9 A2-17Al-38 A2 -22 -20 A 132--, UK x/ 2 -2, 4'- 10" A2- 61-11 jl z A2-22 A2-20 A2-19 -17 i. FIR C2 15 16 GENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE MOUNTED AT 20" AFF. B. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHTS LISTED ARE TO THE CENTER OF THE WALL BOX OR DEVICE. M C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. KEYED NOTES: 0 PLUG MOLD PROVIDED BY RITE-AID, INSTALLED ON TOP OFGONDOLABYCONTRACTOR. PLUG POWER CORD INTO Lo RECEPTACLE MOUNTED AT BOTTOM OF GONDOLA. REFER TO RITE AID FIXTURE/DECORE PLANS. OPROVIDE 1) 3/4"C. IN SLAB FROM WALL TO STUB-UP INTO L FIXTURE. VERIFY LOCATION OF STUB-UP WITH W ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP THROUGH WALL TO ABOVE LLI ACCESSIBLE CEILING SPACE. OWEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF U) 0 GONDOLA. JUNCTION BOX MOUNTED ABOVE CEILING. SEE LLI Z DETAIL E9, SHEET E301. OPROVIDE 2) 3/4"C ONE FOR POWER, ONE FOR LOW VOLTAGE LLI IN SLAB FROM WALL TO STUB-UP INTO FIXTURE. VERIFY TOM CD LLI LOCATION OF STUB-UP WITH ARCHITECTURAL AND FIXTURE V e PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB UP Cp THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE, OPROVIDE 2) 3/4" C. UNDERSLAB. STUB-UP INTO PHOTOSHOP FIXTURES. K OPROVIDE 2) 1 1/2" C. UNDERSLAB. STUB-UP INTO P.O.S. FIXTURES. OJUNCTION BOX FOR SECURITY KEY PAD MOUNT 48" A.F.F. AND 12" FROM THE DOOR FRAME. OJUNCTION BOXES LOCATED ABOVE SLIDING DOOR FRAME FOR POWER CONNECTION. COORDINATE WITH SLIDING DOOR MANUFACTURER. OELECTRICAL SECONDARIES BELOW GRADE FROM TRANSFORMER. REFER TO DWG. E100 AND E302 FOR ADDITIONAL INFORMATION. MICROSWITCH ACTIVATED AIR CURTAIN. VERIFY LOCATION WITH OWNER REPRESENTATIVE. FIELD COORDINATE EXACT LOCATION. AIR CURTAIN SHALL BE MARS MODEL NUMBER 72HV-2 OR EQUAL. PROVIDE (2) 3/4"C. IN SLAB FROM WALL TO FLOOR BOX. VERIFY LOCATION OF FLOOR BOX WITH ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. STUB-UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE FOR FURTURE MEDIA CENTER. PROVIDE FLOOR BOX. DOORBELL PUSH BUTTON AND BELL UNIT REFER TO DETAIL E13 ON DWG. E301. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 3/4" CONDUIT STUBBED UP AT PEDESTAL LOCATIONS FOR SECURITY. FLUSH WITH FINISHED FLOOR -3' OFF THE CENTERLANE OF, ,DOGRS EACH WAY. STUB UP IS TO BE 28" PROM THE DOOR FRAME OF THE AUTOMATIC ENTRANcF .. ...... H DOORS. BOOSTER HEATER. REFER TO PLUMBING PLANS FOR FllRTIiER INFORMATION. 4X4 J-BOX - LOCATE AT PHARMACY SECURITY GATE MOTOR - VERtFY EXACT LOCATION WITH SECURITY GATE VENDOR. SWITCH FOR PHARMACY SECURITY GATE MOTOR - VERIFY EXACT LOCATION IN FIELD. NOT USED. PROVIDE DUPLEX RECEPTACLE FOR FREEZER UNIT IN ADJACENCET CABINET. CONDUITS IN WALL UP TO MEZZANINE ELECTRICQTELEPHONE ROOM, REFER TO DWG. E100 AND E201 FOR ADDITIONAL G INFORMATION. COORDINATE WITH WALL CONSTRUCTION. REFER TO ARCHITECTURAL DOCUMENTS. D 6 #14 TO ROOF TOP CONDENSER CONTROL PANEL FOR FREEZERS. 4 #14 TO ROOF TOP CONDENSOR CONTROL PANEL FOR COOLERS. PROVIDE 3#12 - 3/4"C FOR 208V SINGLE PHASE DEFROST POWER FROM ROOF TOP CONDENSER. PROVIDE TWO JUNCTION BOXES ABOVE CEILING ONE FOR POWER ONE FOR TELE/DATA FOR FUTURE RAPID SCRIPT MACHINE AND RECEIPTS. TWO COMPARTMENT FLOOR BOX ONE FOR POWER ONE FOR TELE/DATA. SECURITY CHECKPOINT CONTROL MODULE, MOUNT F RECEPTACLE AND MODULE 12" ABOVE FINISHED CEILING. POWER JB MOUNTED 14' A.F.F. FOR 120V DOOR PANIC BAR AND ALARM. RUN 1/2" CONDUIT TO THE 2X4 JB MOUNTED 48" A.F.F. ON THE HINGED SIDE OF DOOR #114A. THIS IS FOR KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND ALARM. POWER IS RUN TO THE ALARM MOUNTED 14'A.F.F. ON THE SALES AREA SIDE OF THE RECEIVING ROOM WALL. POWER JB MOUNTED 16A.F.F. FOR 120V DOOR PANIC BAR AND ALARM. RUN 1/2" CONDUIT TO THE 2X4 JB MOUNTED 48" A.F.F. ON THE HINGED SIDE OF DOOR #114A. THIS IS FOR THE KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND ALARM. POWER IS RUN TO THE ALARM MOUNTED 15' A.F.F. DIRECTLY ABOVE DOOR #101. E TM tfflR par4ners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 21.23 I 2 E f 11 QUAD RECEPTACLE - MOUNT AT 20" UNLESS OTHERWISE IN—LINE CIR132L z I I i 1 1 NOTEDCULATOR PUMP (DCP-1) FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLEDJ L UNDERNEATH GONDOLA. MOTOR 5 1.1 9 T T T FUSED DISCONNECTM. M. M. M. M. M. M. M. El21 _j APPROVED HD HAND DRYER ElFORPERMITISSUANCE SCOTT FAZEKAS & ASSOCIATE INC. 0 CONTACTOR Qs SENSOR FOR AUTOMATIC VESTIBULE DOORS B DATE 717 ns have been reviewed for adherence to t t MOTION SENSOR codes and ordinance. Authorization - M\ ziniedtoissueabuildingpermitpendiKPKEYPAD p: -1 y all appl;cab;o City ao,_ncl R, A PHOTO-ELECTRIC CELL PROTOT YPE o -ance or granting of a permit based v ofr le 107 X 163seplansshallnotbeconstrued (0 CUSTOMER CALL BUTTON prove any violation of the applicab' p 10) Pr ordinance. Na permit presume d to gi DOOR BELL PUSH BUTTON STORE NUMBER • 1V;11!At- or cancel the provisions of su DOOR BELL WD PROJECT NUMBER HOMERUN TO PANELBOARD RAIPDOOOIA UNDERGROUND CONDUIT ABOVE GROUND CONDUIT D THERMOSTAT El 02 0aw REFRIGERANT SOLENOID VALVE 10 11 12 13 14 15 16 Uj Lo W 0 LLI w Lu U) 0 F- LLI Z jj LLI TOM CD LLI V e Cp 21.23 I 2 E f 11 QUAD RECEPTACLE - MOUNT AT 20" UNLESS OTHERWISE IN—LINE CIR132L z I I i 1 1 NOTEDCULATOR PUMP (DCP-1) FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLEDJ L UNDERNEATH GONDOLA. MOTOR 5 1.1 9 T T T FUSED DISCONNECTM. M. M. M. M. M. M. M. El21 _j APPROVED HD HAND DRYER ElFORPERMITISSUANCE SCOTT FAZEKAS & ASSOCIATE INC. 0 CONTACTOR Qs SENSOR FOR AUTOMATIC VESTIBULE DOORS B DATE 717 ns have been reviewed for adherence to t t MOTION SENSOR codes and ordinance. Authorization - M\ ziniedtoissueabuildingpermitpendiKPKEYPAD p: -1 y all appl;cab;o City ao,_ncl R, A PHOTO-ELECTRIC CELL PROTOT YPE o -ance or granting of a permit based v ofr le 107 X 163seplansshallnotbeconstrued (0 CUSTOMER CALL BUTTON prove any violation of the applicab' p 10) Pr ordinance. Na permit presume d to gi DOOR BELL PUSH BUTTON STORE NUMBER • 1V;11!At- or cancel the provisions of su DOOR BELL WD PROJECT NUMBER HOMERUN TO PANELBOARD RAIPDOOOIA UNDERGROUND CONDUIT ABOVE GROUND CONDUIT D THERMOSTAT El 02 0aw REFRIGERANT SOLENOID VALVE 10 11 12 13 14 15 16 M L K r H G F E LC C a Al ELECTRICAL PLAN SCALE: 1/8" = 1' -0" 3 28 2 - 7 rte 4 5 C 7 2 1 13 1 14 15 1 16 GENERAL NOTES: A. FIRE ALARM SYSTEM SHALL BE PROVIDED BY RITE AID. THE CONTRACTOR SHALL PROVIDE RACEWAYS, BACK BOXES AND PULL LINES. B. SECURITY, MUSIC, AND TELEPHONE SYSTEMS SHALL BE PROVIDED BY RITE AID, THE CONTRACTOR SHALL PROVIDE ALL JB'S, RECEPTACLES, CONDUIT AND PULL LINES, C. ALL TELEPHONE, DATA, COAX AND OTHER LOW VOLTAGE WIRING SHALL BE SUPPORTED WITH HANGERS ATTACHED TO ROOF STRUCTURE. KI ?i .%3 8.2)(11 Y B _( A ELECTRICAL SECURITY, COMMUNICATION PLANA3SCALE: 1/8" = 1' -0" 7 3 9 fr: 11 12 13 iuriTN Ow KEYED NOTES: OCONDUIT AND STUB UP FOR THE SECURITY PEDESTALS, SEE SHEET NOTE #14 ON E -102 FOR MORE INFORMATION. O314" CONDUIT FROM STUB UP FOR THE SECURITY PEDESTALS. RUN TO J -BOX LOCATED 12" ABOVE THE FINISHED CEILING AS SHOWN. SEE SHEET NOTE #25 ON E -102 FOR THE POWER REQUIREMENTS. O SINGLE GANG J.B. 24" AFF W/ 3 /4 "C. OJUNCTION BOX (SIZE AS REQUIRED) MOUNTED 60" AFF WITH AN 1 1l2" EMT TO V -0" ABOVE FINISHED CEILING FOR V -SAT (VIDEO) CABLE. O SINGLE GANG J.B. 10' AFF. OSECURITY DUPLEX RECEPTACLE FOR CHECKPOINT SYSTEM WITH JUNCTION BOX 12" ABOVE FINISHED CEILING. OSECURITY J -BOX WITH DUPLEX OUTLET 12" ABOVE FINISHED CEILING OR STRUCTURE. OFAX MACHINE OUTLET LOCATED BELOW COUNTER. O(3) SINGLE GANG J -BOXES AT 54" AFF - (1) FOR LIGHTING, ()FOR HVAC SETPOINT, AND (1) FOR VOLUME CONTROL WITH (3) 3/4" CIRCUITS. SEE ELEVATION G -5, SHEET E201 FOR DETAILS. t0 SINGLE GANG J.B. 54" AFF W/ 3 /4 "C. 11 SINGLE GANG J.B. 40' AFF W/ 314 "C. 12 TWO SINGLE GANG J.B. W/ 3/4" (1) AT 18-AFF, AND (1) AT 48" AFF. 13 SINGLE GANG J.B. @ 24" AFF O.C. W/ 1 -1 1/2 "C, 14 SINGLE GANG J.B. 86" AFF W/ 3 /4 "C. 15 DOUBLE GANG J.B. @ 24" AFF O.C. W/ 2 -1 1/2 "C. 16 DOUBLE GANG J.B. @ 24" AFF O.C. W/ 2-11/2"C. 30" BACK FROM EDGE OF WALL. 17 NOT USED. 18 SECURITY J -BOX WITH SOLID COVER T -6" AFF. LOCATED IN THE CENTER OF THE ANGLED WALL BEHIND THE PICK UP COUNTER, INSTALL BLOCKING IN THE WALL FOR THE SECURITY MONITOR. CONDUIT TO BE RUN TO 6" ABOVE THE FINISHED CEILING. 19 SECURITY J -BOX WITH QUAD OUTLET 12" ABOVE FINISHED CEILING. 20 SECURITY J -BOX WITH DUPLEX OUTLET MOUNTED ON WALL 12" ABOVE FINISHED CEILING. 21 RECEPTACLE SHALL BE MOUNTED 8' -0" AFF AND CENTERED ON THE APIrzLEr1 WP!_l. SINGLE GANG J.B. AT 24" A.F.F. W/ 1"C. M' L K J H G Fa E TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento APB`,'OVED FOR ^c ?.ii "i ISSUANCE T . ALKAS & ASSOCIATES, INC. D DATE v I '`3v' `yen reviewed for adherence to the codes and ordl^a-ce. Authorization is lle a t sidingpermit pending y ; =rnc:as. v e or r o c a permit based onY =ice .fans s a'! no, be construed to approve any vio'ahon of the applicabled. ", nance. No permitp , presumed to giveaurcr ;e or cancel 'he nrcvisions of such REVISIONS C LEGEND a 0= QUAD RECEPTACLE - ISOLATED GROUND 5 Q JUNCTION BOX ti G OHDATARECEPTACLE0I - DI TELEPHONE RECEPTACLE V B Ka KEY PAD SECURITY CEILING PANEL. PROVIDED BY RITE AID SECURITY VENDOR INSTALLED BY CONTRACTOR. El SOUND SYSTEM. PROTOTYPE HORN STROBE COMBINATION 107 X 163 Q FIRE ALARM PULL STATION STORE NUMBER W DUCT MOUNTED SMOKE DETECTOR WD PROJECT NUMBER FFACP1 FIRE ALARM CONTROL PANEL A ; RAIPD0001 ANN. 1 ANNUNCIATION PANEL W OS SMOKE DETECTOR Ell 03 W 14 15 16 U\j N/ I.I. 0Q LU V Q LLTQW O LU Z QJ JLU W J APB`,'OVED FOR ^c ?.ii "i ISSUANCE T . ALKAS & ASSOCIATES, INC. D DATE v I '`3v' `yen reviewed for adherence to the codes and ordl^a-ce. Authorization is lle a t siding permit pending y ; =rnc:as. v e or r o c a permit based onY =ice .fans s a'! no, be construed to approve any vio'ahon of the applicabled. ", nance. No permitp , presumed to giveaurcr ;e or cancel 'he nrcvisions of such REVISIONS C LEGEND a 0= QUAD RECEPTACLE - ISOLATED GROUND 5 Q JUNCTION BOX ti G OHDATARECEPTACLE0I - DI TELEPHONE RECEPTACLE V B Ka KEY PAD SECURITY CEILING PANEL. PROVIDED BY RITE AID SECURITY VENDOR INSTALLED BY CONTRACTOR. El SOUND SYSTEM. PROTOTYPE HORN STROBE COMBINATION 107 X 163 Q FIRE ALARM PULL STATION STORE NUMBER W DUCT MOUNTED SMOKE DETECTOR WD PROJECT NUMBER FFACP1 FIRE ALARM CONTROL PANEL A ; RAIPD0001 ANN. 1 ANNUNCIATION PANEL W OS SMOKE DETECTOR Ell 03 W 14 15 16 A 01 1 2 3 7 8 9 10 11 12 13 14' 15 16 IGENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL RECEPTACLES ARE MOUNTED AT 20" AFF B. UNLESS OTHERWISE NOTED, ALL MOUNTING HEIGHTS LISTED ARE TO THE CENTER OF THE WALL BOX OR DEVICE. IVII M NOTE: C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIORARE FIXTURES ARE MOUNTED ON TOP OF GONDOLAS AND FED FROM RECESSED UNLESS OTHERWISE NOTED. UNDER FLOOR CONDUIT. CIRCUIT AS LABELED. FLOOR BOX.RECEPTAdLE FOR SEASONAL LIGHTING. WW F KEYED NOTES: Al, 3) SINGLE GANG J-BOXES AT 54" AFF - (1) FOR CU- 1 /AC -1 T-STAT, (1) FOR A A REFRIGERATION ALARM AND 100% LIGHTING CONTROL AND (1) FOR H H l VOLUME CONTROL WITH (3) 3/4" CONDUITS. SEE ELEVATION G-5, SHEET E201 FOR DETAILS. A146 A143' H L DOUBLE GANG J-BOXES WITH 1 112" CONDUIT EACH. I BOX FOR L A A Al- 4 DATAISASI, AND 1 BOX FOR CATS. SEE DETAIL D5 ON E201. H DOUBLE GANG J-BOX WITH 1 1/2" CONDUIT. BOX FOR TV MONITOR ZZ, OUTLET. SEE DETAIL D5 ON E201. TI K Al-58 AI U H R SINGLE GANG J-BOX AT 54" AFF FOR SECURITY WITH 3/4"CONDUIT. SEE A 1_8 ELEVATION G5, SHEET E201 FOR DETAILS. H ) H H DO NOT INSTALL LENS ON TYPE ')f FIXTURE SINGLE GANG J-BOX AT 10' AFF FOR HORN AND STROBE. THE PROVIDE (2) DUPLEX RECEPTACLE IN DRIVE-THRU CANOPY FOR BLOWERS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL wW DRAWINGS AND BLOWER VENDOR DRAWINGS. K 01 NOT USED. K SEE DETAIL A9 ON DRAWING E301 FOR CONTROL WIRING DIAGRAM FOR K DRIVE THRU. O DOUBLE GANG J-BOXES WITH 1 1/2" CONDUIT EACH. 2 BOXES FOR V-SAT. 7 SEE DETAIL D5 ON E201. LIGHTING 4X4 J-BOX AT 24N AFF ON CENTER WITH (2) 1 1/2" CONDUITS. It OPEN al RESERVED SPACE FOR ALL SERVICE ENTRANCE CONRGURATIONS. 6" @Jl DAIRY PANEL B17 PANEL CELECTRICALSECONDARY: 17 FROM EUSERC. J-BOX FOR PANIC PANEL B PANEL A2BUTTONIGC_11ilk G C -11 BACKBOARD 6X6X24 WIRE WAY MOUNTED 8' HEIGHT X %7 FIRE +7 IGC-11 SECURITY IG C-13 ABOVE CEILING FOR LIGHTING54" AF RESISTANT PLYWOOD PANEL A WRING DISTRIBUTION. PROVIDET0GC-13 HBACKBOARD. 78 IG C-13 BACKBOARD L 2 2w CLOSE NIPPLES THRU I/A IG C-1 5 TELEPHONE WALL BETWEEN RACEWAY ANDCU-' C- T-STAT IG C-15 PANEL BACK BOX FOR WRING. R REFRIGERATION ( TYP. OF 2). NOTED OTHERWISE. FEMS-i- ALARM AND 100% LIGHTING CONTROL 1 0 300 A.F.F. EXCEPT ALL RECEPTACLES C-30 SPEAKER CONTROL M HEIGHT X -Y4" FIRE RESISTANT PLYWOOD BACKBOARD. G G Q,, ""Am WNW ztt gavWWW'. "MM9 aw"'VE MUM G5ELEVATION OFFICE INTERIOR ELECTRICAL ROOM PLAN SCALE: N.T.S. G10 SCALE: 1/4" V-1101" t- ----- z z z F F 60" AFF TVNCR MONITOR B2-37OUTLET ZI z 1!!;0czWP V tt' 4 AFF8" B2 -35 0Z06042" AFFV' ABOVE CEILINf FORAFF NTROL 0Z J-BOX ERAUDIOSWITCHAND LOW VOLTAGE ___-B2-33' I \ STONER UNIT POWER e e CABLES 18" AFF z DRIVE -UP 2-31 ZI C-19 APPROVED k miT ISSUANCE INC. ATES, z S-OTT FA/ Sri J-BOX FOR (2) DATA & AS & ASSOC' 1) SASI 7 iz I nnce to the d lor adh`t, J-BOX FOR CATS BOX AUII,)rjzatiOn Is pending jd ng Permit - - - — - - - - - - - a a D R PZ, ermit based onto 0, qvanttr(_, 0 be construedS,all ot n,,,, Pla'! of the applicableI— GlatiOn Ic CivenvaL - anY suchELEVATIONOFFICEINTERIORENLARGEDPOWERPLANDRIVEUPPHARMACY "" ;mit presumedNoPEIions of SOeithePI`ov! c3 n, D5 SCALE: N.T.S. D10 SCALE: 1/4" V-0" st" _pva!iO- I L CONDUIT FOR TELEPHONE CABLES FROM REAR OF k 3/4- CONDUIT (TYP. OF 3) B2-32 442 42 BOARD .......... . ..... ------- - — - -- --- --- - - ---------- - ----------- --- - - -- . ..... v. glrF GFI C0PHONEBOARD (16x24) 4'-0 2'.0" § j +60" C e BY OTHERS TELEPHONE AREA 1 +48' 18, tj A it TRANSFORMER FOR I DOORBELL t C-25 23 REQUIRED TELEPHONE AREA Tx4' C-21 t z Bt -8,109 xx z FUTURE VRU z z SECURITY z CONTROL PANEL z NORTEL SYSTEM (10xl7)rn (1 3x1 6) 4 N\ LEGEND BV-0, El E01 Ld EXTERIOR zojIRRIGATION DUPLEX RECEPTACLE - MOUNT AT 20"A.F.F. UNLESS Ld OTHERWISE NOTEDTELEPHONEJACKOUTLETS +42- n SYSTEMBYOTHERS (TYP. OF 5) 19 _j 11 CONTROLLER W B2 -34 t & WIP DUPLEX RECEPTACLE - WEATHERPROOFL — DUPLEX RECEPTACLE t GROUND FAULT INTERRUPTER TYPICAL) Fs N &GFI DUPLEX RECEPTACLE it B2- 0.-6. "t, 11i QUAD RECEPTACLE - ISOLATED GROUND 3\6 </ TYP t DUPLEX RECEPTACLE - ISOLATED GROUNDbj R 0= QUAD RECEPTACLE - MOUNT AT 20" UNLESS OTHERWISE NOTEDL ................ ---- — -- i 4!x8'x3/4* PLYWOOD-/ 2'x8'x374- PLYWOOD JUNCTION BOX A AN GONDOLAS ttt, K EJ1 PT HOMERUN TO PANELBOARD UNDERGROUND CONDUIT A5ELEVATION TELEPHONE SECURITY BACKBOARD ENLARGED POWER PLAN OFFICE SUPPLIES ABOVE GROUND CONDUIT SCALE: N.T.S. A10 SCALE: 1/2" V-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MR4T. partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a 4 by REVISIONS Uj Z Lin a. 0 LU Uj L) W Ow z W w Lu n 0 LU i Z W 0 Fw Z 111111111111111M LL1 LLI co J a 4 by REVISIONS 1) Z a. 0 LU z W 06 LU LU 0 Fw Z 111111111111111M STPROTOTYPE 107 X 163 ORE NUMBER WD PROJECT NUMBER RAIPID01001 E201 11 12 13 1612345678910 M M C FIVE VOICE LINES OFFICE NORSTAR P I VOICE TELCO DEMARC ... NETWORK INTERFACE DEVICE ICS RJ-11EXPRESS P2 VOICE RJ-11 CHECK P3 OUT VOIJCE-- P4 F-T7KJJ VOICE 1 L RJ-11 STOCK 231 2 ROOM 3 P5 RJ-11 233 — — — — 234 — 4 0 5 P6 RX 0 VOICE Z243 RJ-11 VRU 244 — < U, L) 245 w z 0z 7 R P7 VOICE8 0z 9 RJ-11 p8 RX JE-- SUPPLIED /INSTALLED BY 10 VOICE K 11 RJ-1 I RITE AID FIELD TECH P9 RX 112 VOICEnRJ -11 P10 Pit VORICEZ RJ-11 MANAGERS OFFICE S)A S I M H VOICE E[AAL568A R 1I& SCATS 568 SASi EIA 568A RX FAX NOTE: USE 8-WIRE STRAIGHT MODULAR CABLE FROM RJ31X TO ALARM CONTROLS. PORT PORT 1 ENERGY WESTERN PORT MGMT PORT UNIONAMPLIFIER Z Fi < ¢m IjE N W M: Lu PORT3 U) PORT3 H w H z > LLJ wNEXGENn UNASSIGNED X PORT4 FAX SERVER x KPORT4 L QUALEX VSAT DIAL PHOTO 'UP] BACKUP NOTES: 1, ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUIT AND PULL STRINGS AS REQUIRED. 2. ALL CABLE SHALL BE PLENUM RATED. 3. BURGLAR ALARM SHARES VOICE LINE 45. 4. SECONDARY ALARM SHARES VOICE LINE #4. 5. PRIMARY FIRE ALARM IS CONNECTED TO A DEDICATED LINE.. G G9 DIAGRAM -TELEPHONE RISER SCALE: N.T.S. RWW WMAQ JUNCTION BOX ABOVE----,.. ADJUSTABLE VOLUME BELL CEILING (82d1b @ 3 FEET) TO PANEL C EDWARDS #13-3AB IF FLEX CONDUIT IN FINISH CEILING 111E IF 1 2 #18 LOW VOLTAGE CABLE WALL (TYP) THIS LOCATION ONLY GONDOLA WEATHERPROOF WALL PUSHBUTTON LEAVE 6' SLACK TAIL ON FLEX CONDUIT IN WALL EDWARDS #52 PI BFORVALANCEANDPROMOGONDOLAS. SUPPLIED 11 2 #18 LOW VOLTAGE CABLE AND INSTALLED BY ELECTRICAL CONTRACTOR 2# DUPLEX RECEPTACLE IN GONDOLA POWER SUPPLY 10VA MIN. KICK PLATE KNOCK OUT 120VAC PRIM. WP COVER PLATE 8VAC SEC. EDWARDS #592 LOCAL 120VAC • RECEPTACLE E E9DETAIL GONDOLA DUPLEX DETAIL DELIVERY DOOR BELL SYSTEM DIAGRAM SCALE: N.T.S. E13 SCALE: N.T.S. D DOUBLE LANE DRIVE UP NOTES: FOR DATA FOR TERMINAL J.B. OR F A ALL AUDIOISIGNALICONTROL CABLES FURNISHED BY DRIVE UP EQUIPMENT ABV. CLG. (1) PULL STRING, 1-C MANUFACTURER. INSTALLED BY AUDIO /SIG CANOPY DIEBOLD. CONTROL 2) 1 112" CONDUITS BY ELECTRICAL CONTRACTOR, 3/4- CONDUITS ALL ELECTRICAL WORK ASSOCIATED CABLE FURN. BY EQUIPMENT MFGR, & INSTALLED BY WITH THE DRIVE UP MUST BE C ELECTRICAL CONTRACTOR. COORDINATED WITH DRIVE UP EQUIPMENT MANUFACTURER, C POWER SUPPLY FOR VEHICLE DETECTOR 8' AF CHIME VERIFY LOCATION) Gov D ISSUANCE LINE OF MOTION SENSOR FOR , OTT.. ZCKAS ASSOCIATES, INC. FIN. CLG. K-U VAT21 VEHICLE DETECTOR DATE OPERATOR a- wad for adhaence to theUNIT i2) 1 1/2- CONDUITS BY UNDERSIDE OF CANOPY r"Ve ELECTRICAL CONTRACTOR. I codes -d B 9-n ld I co. AuthOrization isFCABLEFURNISHED & 1, issue a Pel. mit pendingyINSTALLEDBYOTHERSL' DI U1ht-K3--\ - 4NX4* JUNCTION 0 issuance or grantiriptBOX Ofc a permit based onPr !%! Of these plars half not be construed toPNEUMATICOrapprovea"V M:ation of InCUSTOMER -r ordnancp- . e applicable v TERMINAL NO permit presurr,---d g: E s', y Ic) 0' C3rcel the provisions 'va AUDIO e suchbnsOf CONrM* CON L SWITCH BOX B FINISHED FLOOR FINISHED GRADE Z/ A A A9 DIAGRAM - DRIVE UP WIRING SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 7M Uj W L) w Ld0 w Cn 0 W Z j w TOM 0) W J REVISIONS E3 CIOrl o w E3 a M PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 L) LU jE301w N z' a --" I 'F ." t' .; Na'4:: n '- p 4' '*;"l "" &'' • V IW1. partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 IF wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS V) El Pci 04-30-07 W El CB1 05-04-07 E3 HD1 05-16-07 E3 PC2 05-24-07 El Uj F1 El U El M M M M PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 E302 W Lo w 0) LU 0 u! w LU U) 0 LU Z Q J J Tom Cy) LU J REVISIONS V) El Pci 04-30-07 W El CB1 05-04-07 E3 HD1 05-16-07 E3 PC2 05-24-07 El Uj F1 El U El M M M M PROTOTYPE 107 X 163 STORE NUMBER WD PROJECT NUMBER RAIPD0001 E302 r.,:,.:- ns':4ics6_ a Via._ CATALOG NUMBER TAG \\ -. a\OO\S. R.aa"\ `. .sC,',QC\eA\y\\+AR W =.K i..:kTet.a''" F \.\.iCc S':ifi \\\\Q C•.b•';•u- :r:a.. '.ti:. z, a.1 a» ;a\.. ?. l' fi`AA3.a c..ma'v?rk \.. " 7' S:.t . v. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 H FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK L FIXTURE EMERGENCY 11THONIA 2SP8– G- 4- 32 –Al2 -120– GEB –EL METALUX 2GR8-432A– 1 20V–EL4–EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 2X4 FLUORESCENT RECESSED LIGHT FIXa MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER M REMARKS 2X4 FLUORESCENT RECESSED LIGHT s A FIXTURE LITHONIA 2SP8– G- 4- 32 –Al2- 120 –GEB METALUX 2GR8-432A– 1 20V–EB81 –U F32T8 /SP35 /ECO * 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE 2X4 FLUORESCENT RECESSED LIGHT LLI U) H FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK L FIXTURE EMERGENCY 11THONIA 2SP8– G- 4- 32 –Al2 -120– GEB –EL METALUX 2GR8-432A– 1 20V–EL4–EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 2X4 FLUORESCENT RECESSED LIGHT FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE1 FIXTURE EMERGENCY LTTHONIA 2SP8– F- 4- 32 –Al2- 120 – GEB –EL K 2FR8- 432A -120V– EL4– EB81 –U F32T8 /SP35 /ECO NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B FIXTURE LITHONIA SP8– F- 2- 32 –Al2- 120 –GEB METALUX FCB- 232A- 120V– EB81 –U F32T8 /SP35 /ECO * DRYWALL CEILING 1X4 FLUORESCENT RECESSED LIGHT J FIXTURE "B" WITH TWO LAMP EMERGENCY BATTERY PACK BE FIXTURE EMERGENCY LITHONIA SP8– F- 2- 32 –Al2- 120 – GEB –EL METALUX FC8- 232A -120V– EL4– EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B1 FIXTURE LITHONIA SP8– G- 2- 32 –Al2- 120 –GEB METALUX GR8-232A– 1 20V–EB81 –U FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS 2X4 FLUORESCENT RECESSED LIGHT A FIXTURE LITHONIA 2SP8– G- 4- 32 –Al2- 120 –GEB METALUX 2GR8-432A– 1 20V–EB81 –U F32T8 /SP35 /ECO * 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE 2X4 FLUORESCENT RECESSED LIGHT LLI U) H FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE FIXTURE EMERGENCY 11THONIA 2SP8– G- 4- 32 –Al2 -120– GEB –EL METALUX 2GR8-432A– 1 20V–EL4–EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 2X4 FLUORESCENT RECESSED LIGHT FIXTURE "A" WITH TWO LAMP EMERGENCY BATTERY PACK AE1 FIXTURE EMERGENCY LTTHONIA 2SP8– F- 4- 32 –Al2- 120 – GEB –EL METALUX 2FR8- 432A -120V– EL4– EB81 –U F32T8 /SP35 /ECO NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B FIXTURE LITHONIA SP8– F- 2- 32 –Al2- 120 –GEB METALUX FCB- 232A- 120V– EB81 –U F32T8 /SP35 /ECO * DRYWALL CEILING 1X4 FLUORESCENT RECESSED LIGHT FIXTURE "B" WITH TWO LAMP EMERGENCY BATTERY PACK BE FIXTURE EMERGENCY LITHONIA SP8– F- 2- 32 –Al2- 120 – GEB –EL METALUX FC8- 232A -120V– EL4– EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B1 FIXTURE LITHONIA SP8– G- 2- 32 –Al2- 120 –GEB METALUX GR8-232A– 1 20V–EB81 –U F32T8 /SP35 /ECO * ACOUSTICAL CEILING 1X4 FLUORESCENT RECESSED LIGHT FIXTURE "B1" WITH TWO LAMP EMERGENCY BATTERY PACK B1E FIXTURE EMERGENCY LITHONIA SP8– G- 2- 32 –Al2- 120 – GEB –EL METALUX GR8-232A– 1 20V–EL4–EB81 –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X8 FLUORESCENT LIGHT FIXTURE C CHAIN HUNG LITHONIA TC -2 -32 -120– GEB –HC36 METALUX 8TSS- 232- 120V– EB81 –U /AYC– CHAIN /SET –U F32T8 /SP35 /ECO * 8' STRIP FIXTURE WITH SEPARATE HANGER CHAIN 1X8 FLUORESCENT LIGHT FIXTURE FIXTURE "C" WITH TWO LAMP EMERGENCY BATTERY PACK CE CHAIN HUNG – EMERGENCY LITHONIA TC -2 -32- 120 – GEB –EL –HC36 METALUX 8TSS- 232 -120V– EL4– EB81 –U /AYC – CHAIN /SET –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 1X4 FLUORESCENT LIGHT FIXTURE C1 CHAIN HUNG LITHONIA C- 2- 32- 120 – GEB –HC36 METALUX SS- 232- 120V– EB81 –U /AYC – CHAIN /SET –U F32T8 /SP35 /ECO * 4' STRIP FIXTURE WITH SEPARATE HANGER CHAIN 1X4 FLUORESCENT LIGHT FIXTURE FIXTURE "Cl" WITH TWO LAMP EMERGENCY BATTERY PACK CIE CHAIN HUNG LITHONIA C -2 -32 -120– GEB –EL –HC36 METALUX SS- 232 -120V– EL4– EB81 –U /AYC – CHAIN /SET –U F32T8 /SP35 /ECO * NOMINAL 1400 LUMENS) 6 "X8' FLUORESCENT LIGHT FIXTURE TC -1 -32- 120 –GEB D WITH REFLECTOR LITHONIA CASR -48 –SSR (2 REQUIRED FOR 8' FIXTURE) METALUX BTSS- 132- 120V– EB81 –U /STN /SS– ASY– SS -4 -1– F32T8 /SP35 /ECO * 8 STRIP FIXTURE, WITH ASSYMETRIC REFLECTOR 6 "X4' FLUORESCENT LIGHT FIXTURE C -1 -32- 120 –GEB E WITH REFLECTOR LITHONIA CASR -48 –SSR METALUX SS- 132- 120V– EB81 –U /STN /SS– ASY– SS -4 -1 -8 F32T8 /SP35 * 4' STRIP FIXTURE, WITH ASSYMETRIC REFLECTOR 1X8 SURFACE MOUNTED F FLUORESCENT LIGHT FIXTURE LITHONIA TDMW -2 -32- 120 -1/4 –GEB W /LAMP METALUX 8TVT2- 232DR- 120V– EB8I –WL –U F32T8/SP35 * 8' ENCLOSED WET LOCATION FLUORESCENT FIXTURE TRACK LIGHTING WITH 12" WALLWASHER FIXTURES, 2' SPACING G CEILING MOUNTED TRACK LIGHTING LITHONIA LTD –CFWW- 1/42– TRT– I2AP –LD- 120 –WH HALO L323ZEP /LVR3232SC/L652P/L651P/1_901P 42W TBX /835 /A /4P /EOL * PROVIDE TRACK ACCESSORIES AS REQUIRED BY MOUNTING CONFIGURATION WESTERN H" FIXTURE MUST BE PURCHASED THROUGH MARK KANER, WESTERN EXTRALTfE COMPANYS H TWO LAMP TSHO COSMETIC LIGHT EXTRALITE RITE AID NATIONAL ACCOUNTS F54T5HO /SP35 ** NATIONAL ACCOUNT REPRESENTATIVE AT (314) 432 -4560. DO NOT INSTALL LENS ON FIXTURE I DOWNLIGHT LITHONIA LF8- 2 /26DTT– MVOLT –FB02A HALO H803 -810C F26DBX/T4 /SPX35 /4P * 8" REFLECTOR, CLEAR DIFFUSER J OPEN WALLWASHER DOWNLIGHT LITHONIA LF8- 2 /26DTT– MVOLT –FBWIA –TRW HALO H803 -810WW F26DBX/T4 /SPX35 /4P * 8" REFLECTOR, OPEN WALL WASHER ILLUMINATED EXIT SIGN, CEILING & LED EXIT SIGN W /HIGH OUTPUT LEAD CALCIUM BATTERY K WALL MOUNTED LJTHONIA LHQM –SW3R- 120/277 –RO –HO SURELTTES LPXH70RWHDH LED ** BATTERY SIZED FOR ONE REMOTE DUAL HEAD FIXTURE) DUAL HEAD WEATHERPROOF REMOTE PROVIDE 2 X10 – 1/2 "C. FROM REMOTE HEAD TO NEAREST M EMERGENCY HEAD LITHONIA ELA– W– T– NX –HO606 SURELITES 6T6DWWH EXIT SIGN FOR DC POWER. RECESSED 8" LENSED DOWNLIGHT 0 SUITABLE FOR DAMP LOCATIONS LITHONIA LGHZ- 70M– BRW –FFL -120 PORT HID M6023T- 730- 10002SPF 70W MH ** TWO FLOODLIGHT FIXTURES ON SINGLE BRACKET UTHONIA MODEL #BS28– DDB /WMARK #AB1 P 20' POLE LITHONIA TFL- 400M– RA2– TB– IS –LPI HID ACCESS AMF –F- 400– MH– MT- 76 –BK –LL 400W MH ** SQUARE STRAIGHT STEEL POLE LITHONIA MODEL# SSS20- 5G– T20– DDB /WMARK ISSS5M20SY22 S WALL LANTERN SEA GULL WINONA 88176 -51 3) 25W CANDELABRA «« LIGHTING W EXTERIOR WALL PACK LITHONIA WSR -175M- 120– QRS– PE –DBLB MVR175 /U /MED «s H n NOTE: LAMPS PROVIDED BY RITE AID. NOTE: LAMPS PROVIDED BY ELECTRICAL CONTRACTOR. p k`J G G R w,:U'«'w. ?'«'•'?aw" GL2:. .. ».-,- LIGHTING FIXTURE SCHEDULEG7SCALE: N.T.S. @.%' ...».:. .\..c,"`G:"`f».. ....::: »3 ».S z aC&di.3aa b.::. \ \c.%s.,. 1. \0\ «. ..._ «.. c......... .2... , x:`a \.. .. ,, _.. ? ...,m .. F \.: .. ...... rA..r. E..» ' GX.Y -.» Y,n&t,.: vn '.... :. »...\`...'e» G •k <,- :»..£ . . '.^a.\ . .. w r y..r'». '.G 1.»\e.\. \?,..G\. »n 2'.`:., m.n. .. ... "'>9,rk...\G"Z. F F a 2#14 - INTERLOCK WITH RTU E FOR SHUTDOWN (TYP.) E D ' DUCT SMOKE DETECTORS S S D SS S IE FIRE SPRINKLER SERVICE FLOW AND REFER TO DRAWING E1.03 FOR SUPERVISORY SWITCHES QUANTITY AND LOCATIONS VERIFY QTY WITH FIRE PROTECTION SHOP DRAWINGS REMOTE INDICATOR (TYP.) CEILING MOUNTED AN DEVICE TYP.) APPROVED E'Pq'TIS U ^NCE J E .4ZPFAS & ASS_OC',,TES, INC. Ha 2 S F F F F F WP — - --- — __ ATE adh o D TYP.) a d or :in;, A . oriza! ion is D WALL MOUNTED AN DEVICE 2 ' e l ' ,.led u+ or dh permit c endiv e SEE NOTES a i:c b C ty a ncies. p g FIRE ANNUNCIATOR LOCATED AT — FIRE ALARM PANEL LOCATED IN Ce or nran;'ng Of a permit based onANN. FRONT ENTRANCE. FACP MEZZANINE ELEC. ROOM. Csn pia s shall no' ba construed fo ar i 'rnve a v vilNation of the appl'rcabie ncrc rna 0-- can perme PrProvisions of such120V (CIRCUIT C -29) L_ZLINES IN 314"C TO TEL. BACKBOARD FOR OWNERS THIRD PARTY CENTRAL STATION MONITORING. It FIRST FLOOR C C NOTES: 4 1. PROVIDE A FIRE ALARM SYSTEM COMPLETE WITH SYSTEM EQUIPMENT, TECHNICAL SUPPORT, SYSTEM PROGRAMMING, FINAL CONNECTIONS 5. ALL WIRING SHALL BE RUN IN CONDUIT - 3/4" MINIMUM. WIRING SHALL BE GROUPED AND INSTALLED IN SEPARATE CONDUITS IN THE FOLLOWING AND SYSTEM TESTING PER NFPA AND MANUFACTURER. REFER TO GENERAL NOTE #1 ON DRAWING E -103 FOR ADDITIONAL INFO. MANNER: INITIATING DEVICE CIRCUITS, AUDIONtSUAL NOTIFICATION CIRCUITS, AND 120VAC POWER OR CONTROL. 2. NOTIFY OWNER AND FIRE DEPARTMENT PRIOR TO ANY WORK BEING DONE ON THE FIRE ALARM SYSTEMS, THE CONTRACTOR SHALL NOT LEAVE 6. WIRING FOR DEVICES SHALL BE AS FOLLOWS:' THE FIRE ALARM SYSTEM IN "ALARM" OR "TROUBLE ". THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARMINGIDISARMING THE FIRE ALARM 4 SYSTEM AS REQUIRED BY THE WORK. STROBESMORNS (SYNCHRONIZED): 4 #14 MANUAL STATIONS; HEAT DETECTORS; SMOKE DETECTORS: 2#14 3. FIRE ALARM DEVICES INCLUDE MANUAL STATIONS, SMOKE DETECTORS, HEAT DETECTORS AND AUDIOIVISUAL NOTIFICATION EQUIPMENT. ALL 24VDC POWER: 2 #14 DEVICES ARE NEW UNLESS OTHERWISE SHOWN. REFER TO FLOOR PLANS FOR ADDITIONAL QUANTITIES AND LOCATIONS OF FIRE ALARM DEVICES. MISC. CONTROLS: 2 #14 OR AS NOTED. DEVICES SHOWN ON THIS DRAWING ARE TYPICAL FOR SEVERAL OF THE SAME TYPE. WIRING IS SCHEMATIC, COORDINATE FINAL WIRING CONFIGURATIONS AND CONDUIT SIZING WITH THE SYSTEM VENDOR. IDENTIFY AND LABEL FIRE ALARM DEVICES WITH THE DEVICE NAME. LABEL 7. CONCEALED DETECTORS OR OTHER ALARM DEVICES: PROVIDE REMOTE INDICATOR LAMP AND TEST SWITCH, IN A VISIBLE LOCATION, i.e. ON B REMOTE INDICATORS WITH THE APPROPRIATE DEVICE NAME. SUSPENDED CEILING, WITHIN TWENTY FEET OF DETECTORS. COORDINATE FINAL LOCATION IN THE FIELD. LABEL REMOTE LAMP WITH DEVICE B NAME. 4. COORDINATE LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES WITH THE ARCHITECTURAL DOCUMENTS. UNLESS OTHERWISE SHOWN, INSTALL NOTIFICATION APPLIANCES AT 96" ABOVE FINISHED FLOOR (AFF) OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. PULL STATIONS SHALL BE MOUNTED AT 48" AFF. MEASUREMENTS ARE TO THE TOP OF THE BACKBOX. 1 c A A G \.,. 1A\\Y1\Y.1.Y......`?3.....,. \ ..l\. \1\`\...da \.»t'.i \ ".. ........ " 8. A. » \ .....,.....,\..\...,...\, . h.. t.. s,.: v Y'? Vz...i...,^...t\......,\.'. \O \, \\\q\1„- .`.R. . \10.,.,. ., b..... » *... " .......:.....i::'\k... `..'r: . .$ : Y...M`..\ \C`\T. :. v9' A: AtiS ......Mi'*\\\.\\ \ \ \\\..i.; = A9 FIRE ALARM RISER SCALE: N.T.S. 4 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 VAvVAG wno.AsC.a,. .. @vTR`1lA 3a&A , zd» _ ;`GbVVaGU'wAmVVlG. .• •. visaV •Vk1a• _ '< v»vaav4G G ffl R' T. partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento TOM W W` Ln W V n Q O W 2 LLI U) H W 7Z Q J J W TOM W co D REVISIONS El HD1 05 -16 -07 n El aw El D J PROTOTYPE J 107X163 Q STORE NUMBER N= 11ii 11 li V WD PROJECT NUMBER'... Cl) RAIPD0001 V WO JZE303w< L POLYCARBONATE ROLLER I-- 10' MIRO MODEL 1.5 POLYCARBONATE lORAPPROVEDEQUALROOFLINE K PIPE STAND OR EQUAL RR. .°i. lZol ROOFTOP PIPING SUPPORT DETAIL SCALE: N.T.S. R) H F E L B V, 2PSI GAS. SIZE AS NOTED ON PLANS MIRO MODEL 3 -R SPACERS. OR APPROVED EQUAL USE AS NECESSARY TO KEEP PIPE LEVEL AND TO SPREAD PIPE WEIGHT EVENLY THROUGHOUT PIPE RUN. 4- 1 5 6 7 8 9 15. 10 11 12 13 14 SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE N 3 DENOTES # OF POLES 5 ELBOW UP C REFRIGERATION CONTRACTOR. WIRING AND TERMINATION BY 5,: RD2 ELECTRICAL CONTRACTOR. 1 J (Do 1 i 0 3'yTR E t OD 4' FLUE UP FR FIRED HWH -1. GAS AND VENT PIPING PENETRATING ROOF SHALL BE MADE WATER TIGHT USIP APPROVED FLASHINGS AND FLASHING MATERIALS REF€ TO SHEET A -501 DETAIL D7 y I i i 1 1l4' NG (224CFH) ROUTED ON ROOF V Lh 3 L 1 1/2' NG (349CFH) ROUTED ON ROOF EXPOSED EXTERIOR PIPING I I SHALL BE PAINTED. R f R I L . G G- 2 NG (564CFH) ul u u u o' ROUTED ON ROOF RD1(3520 SQ. FT.) G G- PROE- A E j` Et s <' i Of t .E y, ; 2 Yl t i s r? B1- 20,22,24 60150/3 L] € RTU -3 I a 1 i i P I REFRIGERATION3- --"-" 1 1l4" N (360CFF7) CONDENSING UD ROUTED ON ROOF f I F } RD1 (3520 SQ, FT.) A3ELECTRICAL EQUIPMENT PLAN SCALE: 1/8" = 1' -0" 3 E > E CONNECT TO)NSCONNECI SWITCH FURNISHED WITH CONDENSING/UNIT MINIMUM 117 -g FROM THE EDGE OF THEAOOF. IDI(1710 SQ. FT.) 7 Q A'2/ DISCONNECT HOMERUN TO PANELBOARD FP 15. 16 i 30" DENOTES SIZE OF DISCONNECT 9I( E SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE N 3 DENOTES # OF POLES 5 ELBOW UP C REFRIGERATION CONTRACTOR. WIRING AND TERMINATION BY 5,: RD2 ELECTRICAL CONTRACTOR. RD1 P501 SQ. FT.) 4 } OAMBIENT LIGHTING CONTROL SENSOR AND OUTSIDE TEMPERATURE W m _- I PHOTOCELL SHALL BE MOUNTED AND ORIENTED SO AS TO AVOID i 0 3'yTR E t OD 4' FLUE UP FR FIRED HWH -1. GAS AND VENT PIPING PENETRATING ROOF SHALL BE MADE WATER TIGHT USIP APPROVED FLASHINGS AND FLASHING MATERIALS REF€ TO SHEET A -501 DETAIL D7 y I i i 1 1l4' NG (224CFH) ROUTED ON ROOF V Lh 3 L 1 1/2' NG (349CFH) ROUTED ON ROOF EXPOSED EXTERIOR PIPING I I SHALL BE PAINTED. R f R I L . G G- 2 NG (564CFH) ul u u u o' ROUTED ON ROOF RD1(3520 SQ. FT.) G G- PROE- A E j` Et s <' i Of t .E y, ; 2 Yl t i s r? B1- 20,22,24 60150/3 L] € RTU -3 I a 1 i i P I REFRIGERATION3- --"-" 1 1l4" N (360CFF7) CONDENSING UD ROUTED ON ROOF f I F } RD1 (3520 SQ, FT.) A3ELECTRICAL EQUIPMENT PLAN SCALE: 1/8" = 1' -0" 3 E > E CONNECT TO)NSCONNECI SWITCH FURNISHED WITH CONDENSING/UNIT MINIMUM 117 -g FROM THE EDGE OF THEAOOF. IDI(1710 SQ. FT.) 7 Q A'2/ A p ( rcD Fn r -.r1 t ,-SUANCE gCOTT f _G. iJ u AS: >CCIX ES, INC. DA E c < rr Fd for adherence to the d once. Auti-orization is e< , ue e o E'inj permit pending dil as, ,Ca `ie sir J u ,?nC!eS. e ro or granting of a permit Lased on n' I t, °O pear o b,ln,i not be ccristrL2d t0 0 ove a^.y vio ,on of the a .,,hcable ganteNopewitpresumea0give h r I' or a:nc ;the prcvisi n of such si ali LEGEND DISCONNECT HOMERUN TO PANELBOARD FP 15. 16 KEYED NOTES: 30" DENOTES SIZE OF DISCONNECT ODIMENSION SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE N 3 DENOTES # OF POLES MINIMUM CLEARANCE TO ROOF EDGE. EQUIPMENT PROVIDED BY ELBOW UP C REFRIGERATION CONTRACTOR. WIRING AND TERMINATION BY 5,: Sar T` .. •• ELECTRICAL CONTRACTOR. LL1 OAMBIENT LIGHTING CONTROL SENSOR AND OUTSIDE TEMPERATURE W SENSOR MOUNTED ON RTU -2. PROVIDE 3/4'C. DOWN TO EMS SYSTEM. PHOTOCELL SHALL BE MOUNTED AND ORIENTED SO AS TO AVOID W CONFLICT WITH SITE LIGHT FIXTURES. Q OPACKAGED ROOFTOP UNITS WITH FACTORY ROOF CURBS. COORDINATE W Z EXACT LOCATION OF SUPPLY AND RETURN DUCT PENETRATIONS AND Q STRUCTURAL SUPPORT FOR UNITS WITH STRUCTURAL DRAWINGS. F ,, CONTRACTOR SHALL INSTALL EQUIPMENT AS PER MANUFACTURERS J Ill INSTALLATION INSTRUCTIONS. OROUTE 3" STORM PIPING FROM RD1 DOWN COLUMN AND CONNECT TO SITE STORM SYSTEM. OROUTE 3" STORM PIPING FROM RD2 DOWN COLUMN AND SPILL TO GRADE. OROUTE 3" STORM PIPING FROM RD1 DOWN COLUMN AND L CONNECT TO SITE STORM SYSTEM. O ROUTE 4" STORM UP TO RD1. OPROVIDE 2" CONDUIT FROM SATELLITE DISH TO ELECTRIC ROOM FOR SATELLITE DISH CABLE. SEE ARCHITECTURAL DETAILS FOR CURB DETAIL. VERIFY LOCATION OF DISH PRIOR TO CONSTRUCTION. O4 0 CONCENTRIC VENT FROM UH -1. REFER TO DETAIL C13 /M -201. 10 SECURE CONDENSING UNIT (CU -1) TO EQUIPMENT PAD USING STAINLESS STEEL SCREWS. PROVIDE (1) LAYER OF ROOF MEMBRANE UNDER PAD AND EXTEND 2 FEET BEYOND EQUIPMENT PAD ON ALL SIDES. 11 INSULATED REFRIGERANT LINES FROM AC -1 TO CU -1. CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE PER MANUFACTURER'S SPECIFICATIONS. REFRIGERANT LINES SHALL BE BRAZED. K A p ( rcD Fn r -.r1 t ,-SUANCE gCOTT f _G. iJ u AS: >CCIX ES, INC. DA E c < rr Fd for adherence to the d once. Auti-orization is e< , ue e o E'inj permit pending dil as, ,Ca `ie sir J u ,?nC!eS. e ro or granting of a permit Lased on n' I t, °O pear o b,ln,i not be ccristrL2d t0 0 ove a^.y vio ,on of the a .,,hcable ganteNopewitpresumea0 give h r I' or a:nc ;the prcvisi n of such si ali LEGEND DISCONNECT HOMERUN TO PANELBOARD FP FUSED DISCONNECT 30/2013 30" DENOTES SIZE OF DISCONNECT 20" DENOTES SIZE OF FUSE N 3 DENOTES # OF POLES C>— ELBOW UP C ELBOW DOWN J H TM partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento A oA< REVISIONS rq C4 El M B- ° J o a 13 LL PROTOTYPE 0 107 X 163 O STORE NUMBER WD PROJECT NUMBER A ',' RAIPD0001 5W G MEP1 01 13 14 W 16 N G a >> 1 0 C7 5,: Sar T` .. •• p. :,> e LL1 Q W W Q H W Z Q U) F ,, J J Ill LU J JE A oA< REVISIONS rq C4 El M B- ° J o a 13 LL PROTOTYPE 0 107 X 163 O STORE NUMBER WD PROJECT NUMBER A ',' RAIPD0001 5W G MEP1 01 13 14 15 16 a >> 1 tT 4' 0.i 3S ;" !2 5. -. 5,: Sar T` .. •• p. :,> e I 'W -Xbofa ,,,,"""""""",Ill""I' ll, z,,,,,,,I ... zl,'..,111,.ll.,l, 11,111, 17-_--,- Ir 1 2 " W, --Ik=,Wnr-- = Gi - tirmm4ci 12 13 15 16 r I v WRIIWI mkm voefaomm ""f'm -,','_,-,,,,,W,ef,,ff I, 81 r "" ` MM7 _-,"" ltsvS""`Vo"M"" ``n"n"'S"`SV` yT7% es 3 '\' ' Tom"N`C"e o"t"i4 1 5 "` N-"i - II III partners 2852 Kelvin Avenue Irvine, CA 92614 949.753,7676 T 949.753.7678 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento titi REVISIONS El 11 El El El z0 El 0 El M < M El U PROTOTYPE 107 X 163 U STORE NUMBER WD PROJECT NUMBER RAIPDO001 T24=2 rE Uj 0 Lo W 0 Uj W 0 Ld w H W Z j j LLj LLI J titi REVISIONS El 11 El El El z0 El 0 El M < M El U PROTOTYPE 107 X 163 U STORE NUMBER WD PROJECT NUMBER RAIPDO001 T24=2 rE I M s L J H 7 F E n C 1' 1 2 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Rite Aid DATE 3/23/2007 DATE 3/23/2007 SYSTEM NAME AC -1 FLOOR AREA 5 607 FLOOR AREA 81 FLOOR AREA 3J71 ENGINEERING CHECKS Number of SystemsNumberofSstems1COIL CFM Total Room LoadsL_7E Return Vented Lighting Return Air Ducts Return Fan Ventilation 1 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEA Heating System HTG. PEA Sensibl Latent CFM Sensible output per system Output per System16,BOO 1,74C 1 6 7 Total Output (Stud) 148,00016.800 o Output (Btuh/sgft) Output(Biuh legit) 9,175207.4 87 3 Cooling System Output per System 0 98,046OutputperSystem 3 81618,000 33 17 1 60 Total Output(Btuh) Total Output (Toro) 18,ODO 0 2,7 Total Output (Blob /sgft) Total Output (Tons) o0 4a 1.5 87 367.1 Total Output (Btuh /sqft) Total Output(Btuh /sgft) 222.2 Air System ash HVAQ EQUIPMENT Total Output(agftrron) CFM per System 54. CARRIER 48HJE012 1 128,99 Total Adjusted System Outpu 12899AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK 148,0 1480 Jul 3 m Jan 12a Air System 4,350 Airflow (cfrn /sgft) HVAC EQUIPMENT SELECTION CFM per System 435. 69 Carrier 38QRF018 15,87 9,36 Total Adjusted System Outpu 1567AdjustedforPeakDesignCmditions) TIME OF SYSTEM PEAK Jui 3 m Jan tea Airtlow (cfm) 69 Airflow (dimil ) 8.5 Airtlow (efm/Ton) 460. Outside Air 1%) 16 Outside Air(ctm /sgft) 0.1 Note: values above given at ARI conditions Peak EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 69.1 OF 69.10F 82.30F Supply Air Ducts Outside Air 12 c'm Supply Fan Heating Coil 82.2 OF 690 1 69.9 OF 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72.60F Outside Air 12 ch 74.1 / 60.1 OF 74.6/60.4 OF 74.6/61.00F 52.3/51.6 OF Supply Air Ducts Supply Fan Cooling Coil 52.4/51.6 OF 690 cfm 45.00/ R 74.0 / 60.1 OF Return Air Ducts EnergyPro 4.2 by EnargySoft User Number: 48578 Job Number RAIPDOD01 Page of 37 1 do 5 A HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECTNAME Rite Aid PROJECT NAME Rite Aid DATE 3/23/2007 DATE 3/23/2007 SYSTEM NAME RTU -1 FLOOR AREA 5 607 FLOOR AREA 4 745 FLOOR AREA 3J71 ENGINEERING CHECKS Number of SystemsNumberofSystems1NumberofSystemsCOOLINGCOIL I CFM Total Room Loads L 9 35E Return Vented Lighting Return Air Ducts Return Fan Ventilation 3,81 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 COOLING PEAK COIL HTG. PEA Heating System ISenisibld Latent I CFM I Sensible Output per System 148,000 183,505 100,6 1,51 54,5 Total Output Stub 148,000 160,ODC o Output (Btuh/sgft) 40.3 9,175 2,7 Coolina S stem D Coollno S stem Output per System 120,000 98,046 45,0 3 816 186,6 Total Output Stun) 120,000 o z Total Output Stud) Total Output (Toro) 10.0 9,175 2,7 Total Output (Blob /sgft) 3z.7 o0 4a 11. 11 Total Output (sgftrron) 367.1 Total Output(Biuh /sgft) Total Output(Btuh /sgft) 32' Air System ash HVAQ EQUIPMENT Total Output(sgftrron) CFM per System 4,350 CARRIER 48HJE012 1 128,99 Total Adjusted System Outpu 12899AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK 148,0 1480 Jul 3 m Jan 12a Airlow(cfin) 4,350 Airflow (cfrn /sgft) 1.18 Airflow (cfmrron) 435. Outside Air 1%) 877 outside Air (cfmisgft) 1.04 Note: values above given at ARI conditions Airtlow Olim/Ton) EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 27.80F 105.0 OF 105.0 OF Outside Air 3816 Cfm Heating Coil Supply Fan 43501 69.4 OF Return Air Ducts Supply Air Ducts o104.4 F 70.0 OF DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72.6 OF Outside Air 3816 cfm 761 / 68.6 OF 97.9/73.2OF 55.0/53.6 OF 55.0/53.6 OF Cooling Coil Supply Fan 4350 cfm Return Air Ducts Supply Air Ducts 57.1 / 54.4 OF 74.3% R.H. 74.0 / 68.0 OF Ene Pro4.2 by EnargirSaft User Number: 4857B Job Number RAIPD0001 Page 34 of 37 7 3 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Rite Aid DATE 3/23/2007 DATE 3/23/2007 SYSTEM NAME RTU -2 FLOOR AREA 5 607 FLOOR AREA 4 745 NGINEERING CHECKS XL= LOAD Number of SystemsNumberofSystems1COIL CFM Total Room Loads 10,22 Return Vented Lighting Return Air Ducts Return Fan Ventilation 5,35 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HT .PEA Heating System ISensibildISensibldLatentICFMISensible Output per System 221, 160,00C 200,52 159,72 24 8,99 Total Output Btuh 221,0160,ODC o Output (Stuh /sgft) Output(Btuh/sgft) 39.433. 10,026 4 Coollno S stem Do Output per SystemOutputperSystem 180,0 (X138, 137,317 17 5,3 264,91 Total Output Stud) 80,00C138,00C 0 83TotalOutput (Tons) Total Output (Tons) 15111. 11 1 10,026 45 Total Output(Biuh /sgft) Total Output(Btuh /sgft) 32' 29. ash Total Output(sgftrton) Total Output(sgftrron) 373. 412. CARRIER 48HJE008 69,2 17,06 136,30 Total Adjusted System Cutpu Adjusted for Peak Design Contlnionsre) fig 2 17 O6 136 30 TIME OF SYSTEM PEAK Jul 3 m Jan 12a Air SystemAirSystem HVAC EQUIPMENTHVACEQUIPMENTSELECTION CFM per System 5,7 CARRIER 48HJE017 195,13 221,00 Total Adjusted System Outpu 18513 221 00AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Jul 3 m Jan 12 CARRIER 48HJE014 149, 180,0 Total Adjusted SystemOutpu ( Adjusted for Peak Design Conditons) TIME OF SYSTEM PEAK Airtlow (cfm) Airflow (cfm /sgft) Airtlow (cfmisgft) Airflow (Orm"ron) Airtlow Olim/Ton) 14, outside Air( %) Outside Air (ctm /agft) Outside Air(ctm /sgft) Note: values above given at ARI conditionsNote: values above iven at ARI conditio EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF Outside Air 5358 cfm 69.9 OF 22.00F 105.0OF 105.0OF Supply Air Ducts Heating Coil Supply Fan 104.90F 4500 cfm 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72,6 OF Outside Air 5358 Cfm 76.2/71.9 OF 101.0/73.7 OF 55.0153.4 OF 55.0/53.4 OF Supply Air Ducts Cooling Coil Supply Fan 57.2/54.2 OF 4500 cfm 880% R.H. ROOMS 74.0/71.3 OF Return Air Ducts Ener Pm 4.2 by Ene Soft User Number. 4857B Job Number: RARD0001 Page 35 of 37 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Rite Aid PROJECT NAME Rite Aid DATE 3/23/2007 SYSTEM NAME RTU -3 DATE 3/23/2007 FLOOR AREA 5 607 EERING CHECKS x XL= LOAD Number of Systems N COIL I CFM Total Room Loads 14,67 Return Vented Lighting Return Air Ducts Return Fan Ventilation 6,00 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK ICOIL HTG. PEA Heating System COIL ISensibild Latent I CFM I Sensible Output per s stem Sensible 221, 287,7 158,42 77 27,93 Total Output Btuh Total Output Btuh221,0 Iw o Output (Stuh /sgft) 45. 39.4 14,388 1,39 Cooling System Q D 91OutputperSystem 2,73180,0 (X 152,31 95,15 600 296,15 Total Output(Btuh) 80,00C 0 3,350 83TotalOutput (Tons) Total Output (Btuh /iii 151 14,388 1, Total Output(sgff/Ton) Total Output(Biuh /sgft) 32' 87ash Total Output(sgftrton) CFM per System 373. 3,2 CARRIER 48HJE008 69,2 17,06 136,30 Total Adjusted System Cutpu Adjusted for Peak Design Contlnionsre) fig 2 17 O6 136 30 TIME OF SYSTEM PEAK Jul 3 m Jan 12a Air System 32 HVAC EQUIPMENT CFM per System Airflow (efmRon) 5,7 CARRIER 48HJE017 195,13 221,00 Total Adjusted System Outpu 18513 221 00AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Jul 3 m Jan 12 Airflow (eftn) 5,75( Airflow (cfm /sgft) 1.0 Airflow (Orm"ron) 383. Outside Air (%) 104 Outside Air (ctm /agft) 1A Note: values above given at ARI conditions 101.0/72.6 OF Outside Air 633 cfm 75.0 /63.6 OF EATING SYSTEM PSYCHROMETRICS Emli 4.2 by EnergySoft Airstream Temperatures at Time of Heating Peak 22.0 OF Outside Air 6008 dm 69.8 OF 22.0 OF 105.0 OF 105.00F Supply Air Ducts Heating Coil Supply Fan 104 8 OF 5750 cFm 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101,0/ 72.60F Outside Air 6008 ofm 76 4169.8 OF 101.0/73.70F 55.0/53.4 OF 55.0/53.4 OF Supply Air Ducts Cooling Coil Supply Fan 57.4 154.4 OF 5750 cfm 78.8% R.H. 074.0/69.1 F Return Air Ducts Entgypro 4.2 by EnergySoft User Number: 48578 Job Number FMPDOD01 Pan. 36 of 37 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Rite Aid O DATE 3/23/2007 Y STEM NAME RTU-4 x AFLOORAREA 3 025 N G Number of Systems 0 COIL CFM Total Room Loads 3,41E Return Vented Lighting Return Air Ducts Return Fan Ventilation L 63 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEA Heating System Senslbl Latent CFM Sensible Output per System 136,30C 66,9 17,80 464 16,76 Total Output Btuh 136,30C Iw o Output (Btuh /sgft) 45. 3,350 83 Cooling System 0 Q Output per System 91 16,984 2,73 63 31,21 Total Output(Btuh) 90,0 o Total Output (Tons) 7. 3,350 83 UJ Total Output (Btuh /iii 29J area Total Output(sgff/Ton) 403. Air System HVAC EQUIPMENT SELECTION CFM per System 3,2 CARRIER 48HJE008 69,2 17,06 136,30 Total Adjusted System Cutpu Adjusted for Peak Design Contlnionsre) fig 2 17 O6 136 30 TIME OF SYSTEM PEAK Jul 3 m Jan 12a Airtlow(cfm) 32 Airflow (efrrl /sgft) 1. Airflow (efmRon) 427. Outside Air ( %) 1 9. Outside Air (cfm /sgft) 0.2 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF Outside Air 633 cfm 69.7 "IF 60.3 OF 105.00F 105.00F Supply Air Ducts Heating Coil Supply Fan 104'70F 3205 cfm 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72.6 OF Outside Air 633 cfm 75.0 /63.6 OF 80.2 166.30F 55.0/54.3 OF 55.0/54.3 OF Supply Air Ducts Cooling Coil Supply Fan 56.0 /54.7 OF 3205 cfm 56.1% R.H. 74.0 /63.2 OF Return Air Ducts Emli 4.2 by EnergySoft User Number: 48578 Job Number RAIPD0001 Page 37 of 37 W cD u ISSUANCE FAZEKAS &ASSCCIAT ES, 'NC. BATE c have rn'r ,y'ed fC7 ad`-grence to the Codes .. J '' "' ° A !t!;C ,Zatioi IS pending p all apo!loah' ^e ^aas. sucnce or ir .yrani aY a permit used or, mod- of these )ia .`.1 rot be co s Jed to cr apN cve urn vio.atlen Of the ICadle permioru,uan,a. .o t n eeurn 6 give nrcvlslocs of s'= n 16 M partners 2852 Kelvin Avenue Irvine, CA 92614 949.753.7676 T A 949.753.7678 F wdpartners.com Atlanta Boston L Chicago Columbus Dallas Los Angeles Miami Sacramento K J H W O Q Ln x N G 09Wa owa Iw o zp W Q JF aJ W Ties LU UJ area J C I IM REVISIONS C`' M Q u ti. I TITLE 24 REPORT I Title 24 Report for: Rite Aid Lakeshore Drive & Machado Street Lake Elsinore, CA 92530 APPROVED FOR PERMIT ISSUANCE S9,Q1TT FAZEKAS & ASSOCIATES, INC. By DATE — ,6' Y- "> These plans ha een ordinary tp esigner: plic ble codes and ordina c u onzatton Is reby ;Iranted to issue a building rmit pendi approvai by all applicChlctsyDoerseMag Llceh%% # C -23209 The issuance or granting of ;$ gm [pvinPAvenue a,dproval of these plans shall nd 6l @o4 n19$Ipermit codes or or approve any vioation TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV -MM Envelope Mandatory Measures 22 Form OLTG -1 -C Certificate of Compliance 23 Form OLTG -2 -C Lighting Compliance Summary 25 Form OLTG -3 -C Illuminated Area Calculation Worksheet 27 Form LTG -MM Lighting Mandatory Measures 30 Form MECH -MM Mechanical Mandatory Measures 31 HVAC System Heating and Cooling Loads Summary 33 tnergyPro 42 by Energy5on Job Number. RAIPD0001 User Number: 4857B PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME Rite Aid This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the DATE 5/1/2007 PROJECTADDRESS Lakeshore Drive & Machado Street Lake Elsinore DATE PRINCIPAL DESIGNER - ENVELOPE Chris Doerschlag License # C -23209 BUILDING TYPE ® NONRESIDENTIAL TELEPHONE 949.753.7676 Building Permit # DOCUMENTATION AUTHOR W=D Partners ADDITION TELEPHONE 949 753 -7676 Checked by /Date Enforcement Agency Use GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and co lets. DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 03 -26 -2007 1 7,129 Sq.Ft. DATE CLIMATE ZONE 10 BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ADDITION EXISTING + ADDITIONIALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and co lets. DOCUMENTATION AUTHOR SIGNATURE DATE Byron Hodges 44% 6 The Principal Designer hereby certifys that the proposed building design se ed in this set of co traction documen s is consistent with the other compliance forms and worksheets, with the specificatiofis, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. ME LJ 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms V -1 PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE LIC. NO. DA Chris Doerschla License # C -23209 of LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required For TG -1, LTG -2, LTG-4 PRINCIPAL LIGHTING DESIGNER - NAME SIGNATU LIC. NO. DAT Jerry Hairston - License # E -16511 011 MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures CH -1 MECH -2 MECH -3 MECH -5RequiredForms PRINCIPAL MECHANICAL DESIGNER - NAME I SIGNATURE LIC. NO. DATE Gerrit Van Straten License # M -31568 S of o7 I EnergyPro 4.2 by EnergySoft _ User Number: 48578 Job Number. FWPD0001 Page:3 of 37 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 PROJECT NAME DATE Rite Aid 5/1/2007 ANNUAL TDV ENERGY USE SUMMARY kBtu /s ft- ENERGY COMPONENT Standard Design Proposed Design Compliance Margin I.. s nean aropoua- Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: 0.39 0.34 0.06 204.20 204.19 0.01 Ll 106.83 110.31 3.48 0.00 0.00 0.00 0.00 0.00 0.00 9.39 7.62 1.77 149.94 93.08 56.86 bip• 65.76 65.76 0.00 Ri" z5t-75 251.75 0.00 11 788.26 733.04 55.22 0 20 d0 8080 100 12e 140- ifin'f00 200 ':220: 2G0'_ xewagrop -- process) 7.0% 10.3% excluding BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones N 0 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type 17,12 sgft. sqft. sgft. 1 o 5 12,756 s Natural Gas Orientation Front Elevation N Left Elevation (E Rear Elevation s Right Elevation (W Total Roof Gross Area Glazing sqn. sqft. sqft. sqft. sqft. sqft. Area Glazing sqft. sqft. sqn. sqft. sqft. Ratio 1,223 262 21.4% 2,066 54 2.6% 1,407 0 0.0% 2,106 491 23.3% 6,802 807 11.9% 1z,1a1 0sgft. o.ar Standard Proposed Lighting Power Density ABtu/h-F W/sgft. 0.966 W /sgft. Prescriptive Env. Heat Loss Btu/h 2,094 Btu /h Prescriptive Env. Heat Gain 213,606 Btu /h -F Remarks: Run Initiation Time: 05101/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoh User Number: 4857B Job Number: RAIPD0001 Page:4 of 37 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Rite Aid DATE 5/1/2007 ZONE INFORMATION System Name Zone Name Occupancy Type FloorArea sqft.) Inst. LPDWlsf)1 Ctrl. Credits W1sf)2 Allowed LPD Proc. Loads Wlsf) AreaWls 3 TailoredWls4 AC -1 _ Office Office 81 1.136 0.227 RTU -1 Entry & Sales Area Retail Sales, Wholesale 3,671 1.446 0.366 2.883 RTU -2 Lounge Lounge. Recreation 131 1.405 0.281 Restroom Conidor /Restroom /Support 167 1.102 0.220 Sales Area Lobby, Main Entry 4,447 1.362 0.340 RTU -3 Sales Area Retail Sales, Wholesale 5,607 1.325 0.331 6.000 RTU -4 Electrical Room Electrical, Mechanical Room 120 0.267 0.027 Receiving Commercial, Industrial Storage 1,22 0.235 0.059 6.000 1st Floor & Mezzanine Retail Sales, Wholesale 1,677 1.469 0.367 Notes: 1. See LTG -2 -C 2. See LTG -4 -C 3. See LTG -5 -C 4. See LTG -6 -C items marked with asterisk, see LTG -2 -C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified In this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. heater with Pilot Loss = 0 btuh. IThe HVAC System "CARRIER 48HJE008" includes Demand Control Ventilation per Standards Section 121. 1 Standards Section 121. The HVAC System "CARRIER 48HJE017" includes Demand Control Ventilation per Standards Section 121. The HVAC System "CARRIER 48HJE012" includes Demand Control Ventilation per Standards Section 121. I he exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized I Lnergyrro 4.2 by Energysoft User Number: 4857B Job Number: RAIPD0001 Page:5 of 37 1 jCERTIFICATE OF COMPLIANCE ENV-1 -G PROJECT NAME DATE Rite Aid 5/1/2007 OPAQUE SURFACES lTvpe Area U -Fac' Surface Type Area U -Fac. Insulation Cay. Cont. Act. Am. Tilt Cond. Status Joint Appendix IV Reference Location / Comments 1 Wall 111 0.110 R -11 R -0.0 270 90 New 09 -A2 Office 2 Roof 81 0.051 R -19 R -0.0 0 0 New 02 -A5 office 3 Wall 170 0.110 R -11 R -0.0 315 90 New 09 -A2 Entry & Sales Area 4 Roof 219 0.051 R -19 R -0.0 0 0 New 02 -A5 Entry & Sales Area 5 Wall 348 0.110 R -11 R -0.0 270 90 New 09 -A2 Entry & Sales Area 6 Wall 347 0.110 R -11 R -0.0 0 90 New 09 -A2 Entry & Sales Area 7 Roof 3,528 0.051 R -19 R -0.0 0 0 New 02 -A5 Entry & Sales Area 8 Wall 112 0.110 R -11 R -0.0 180 90 New 09 -A2 Lounge 9 Wall 86 0.110 R -11 R -0.0 270 90 New 09 -A2 Lounge 10 Roof 131 0.051 R -19 R -0.0 0 0 New 02 -A5 Lounge 11 Wall 75 0.110 R -11 R -0.0 270 90 New 09 -A2 Restroom 12 Roof 167 0.051 R -19 R -0.0 0 0 New 02 -A5 Restroom 13 Wall 825 0.110 R -11 R -0.0 270 90 New 09 -A2 Sales Area 14 Wall 614 0.110 R -11 R -0.0 0 90 New 09 -A2 Sales Area 15 Wall 1,649 0.110 R -11 R -0.0 90 90 New 09 -A2 Sales Area 16 Roof 5,607 0.051 R -19 R -0.0 37 0 New 02 -A5 Sales Area W Floor 120 0.064 R -13 R -0.0 0 180 New 12 1 -A3 1 E lectrical Room 18 Roof 120 0.051 R -19 R -0.0 0 0 New 02 -A5 Electrical Room 19 Wall 81 0.110 R -11 R -0.0 180 90 New 09 -A2 Electrical Room 20 Wall 382 0.110 R -11 R -0.0 180 90 New 09 -A2 Receivin Standards Table 116 -A and B. CediOrate shall be filed in and in the buiidina menannrs lTvpe Area U -Fac' SHGC2 Act. Am. Cond. Stat. Glazing Type Location/ Comments 1 Window Right NW 87 1.280 NFRC 0.80 NFRC 315 New Single Metal Clear Default Entry & Sales Area 2 Window Right (NW) 83 1.280 NFRC 0.80 NFRC 315 New Single Metal Clear Default Entry & Sales Area 3 Window Right (W) 262 0.870 NFRC 0.59 NFRC 270 New Double Metal Tinted Default Entry & Sales Area 4 Window Front N 262 0.870 NFRC 0.59 NFRC 0 New Double Metal Tinted Default Entry & Sales Area 5 Window Right W 59 0.870 NFRC 0.59 NFRC 270 New Double Metal Tinted Default Sales Area 6 Window Left (E) 54 0.870 NFRC 0.59 NFRC 90 New Double Metal Tinted Default Sales Area MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES 11 U- (actor Type: 116 -A Default Table from standards, Table NI -1 Default Table from the ACM Manual Appendix, NFRC Labeled value. 2) SHGC Type: 116 -B Default Table tram standards. COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hat. LExt.RExt. Dist. Len. Hgt. Dist. Len. H t. 1 None 0.76 10.0 8.7 5.0 0.1 5.0 5.0 2 None 0.76 9.6 7.6 4.0 0.1 4.0 4.0 3 None 0.76 9.6 27.3 3.3 3.2 3.3 3.3 0.1 2.0 0 0.0 0.0 0 4 None 0.76 9.6 27.3 3.3 3.2 3.3 3.3 0.1 2.0 0 0.0 0.0 0 5 None 0.76 6 None 0.76 9.6 27.3 3.3 3.2 3.3 3.3 0.1 2.0 0 0.0 0.0 0 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES L The proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a telling height greater than 15 feet and a LPD for general lighting of at least 0.5 Will,ft. It thisboxIschecked, ENVAC must be filled out when submit under the Prescriptive Compliance Approach. nergyPro 4.2 by EnergySoft User Number: 48578 Job Number: RAIPD0001 Paris: 6 of 37 1 CERTIFICATE OF COMPLIANCE ENV -1 -C PROJECT NAME DATE Rite Aid 5/1/2007 OPAQUE SURFACES shall De fill 90 Surface Type Area U -Fac. Insulation Cay. Cont. Act. Azm- Tilt Cond: Status Joint Appendix IV Reference Location / Comments 21 Wall 363 0.110 R -11 R -0.0 90 90 New 09 -A2 Receiving 22 Roof 1,228 0.051 R -19 R -0.0 0 0 New 02 -A5 Receivin 23 Wall 466 0.110 R -11 R -0.0 217 90 New 09 -A2 1st Floor & Mezzanine 24 Roof 492 0.051 R -19 R -0.0 37 0 New 02 -A5 1 st Floor & Mezzanine 25 Floor 568 0.064 R -13 R -0.0 0 180 New 21 -A3 1st Floor & Mezzanine 26 Roof 568 0.051 R -19 R -0.0 0 0 New 02 -A5 1 st Floor & Mezzanine 27 Wall 366 0.110 R -11 R -0.0 180 90 New 09 -A2 1st Floor & Mezzanine MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES N. E. A. R New. Existing, Allered, Removed) FENESTRATION SURFACES F-1J bommunds l able 11t1A and B. Coniu la shall De fill 90 in Me contracm's project office durinj construction and In me building managers office after construction Type Area U -Fac' SHGC2 Act. Azm. Cond. Stat. Glazing T e Location/ Comments MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES 1) U- (actor Type: 116 -A Default Table from Sbndards, Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. 2) SHGC Type. 11613 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING Exterior Shade Type SHGC Window Hgt. Wd. Overhang Left Fin Right Fin Len. Hgt. LExt.RExt. Dist. Len. H t. Dist. Len. Hgt. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES Tha proposed building contains an enclosed space with floor area greater than 25,000 sq.ft, a calling height greater Nan 15 feet and a LPD for general lighting of at least 0.5 Wlsq.h. if this box Is checked, ENV4C must be filled out when submittals under the Prescriotive Consonance Aoeroach. EnergyPro 4.2 by EnergySon _ User Number: 48578 Job Number: RAIPD0001 Page:7 of 37 1 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 -C NAME DATE Rite Aid 1 5/l/2007 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) PORTABLE LIGHTING (From LTG -3-C) LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C) CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG4 -C) UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES COMPLETE BUILDING METHOD (From LTG -5-C) AREA CATEGORY METHOD (From LTG -5-C) TAILORED METHOD (From LTG -5-C) ALTERNATE COMPLIANCE X PERFORMANCE METHOD COMMMON LIGHTING SYSTEM (From LTG -8 -C) ALLOWED LIGHTING POWER INSTALLED WATTS 22,035 0 5,497 16,538 0 0 0 ALLOWED WATTS 16 538 ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG-5-C) o MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION Room #) CONTROLIDENTIFICATION CONTROL TYPE Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check ifDaylighting NOTE TO FIELD NOTES TO FIELD - For Building Department Use Only Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number: 4857B Job Number: RAIPD0001 Page:8 of 37 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1 -C PROJECT NAME DATE Rite Aid 5/1/2007 CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION Room # or Dwg. #) CONTROLIDENTIFICATION CONTROLTYPE Occupant, Daylight, Dimming, etc.) 5 CONTROAd.FD NOTETO FIELDOFL1IMINAIRES Office Occ Sensor - <= 250 sgft AE 1 100 - Vestibule Window Da i hting - 50% B 1 100 - Vestibule Window Daylighting - 50% BE 1 101 - Sales Area Partial Dimming w /Load Control A 39 101 - Sales Area Partial Dimming w /Load Control AE 8 101 - Sales Area Partial Dimming w /Load Control E j 1 101 -Sales Area Partial Dimming w /Load Control G 15 101 - Sales Area Partial Dimming w /Load Control 1 6 101 - Sales Area Partial Dimming w /Load Control 1 8 108 - Loun a Occ Sensor - <= 250 s ft A 1 108 - Lounge Occ Sensor - <= 250 soft AE 1 Restrooms Occ Sensor - <= 250 s ft AE 2 101 -Sales Area Partial Dimmin w /Load Control A 48 101 -Sales Area Partial Dimming w /Load Control AE 6 101 -Sales Area Partial Dimming w /Load Control D 8 101 - Sale's Area Partial Dimming w /Load Control E 3 101 -Sales Area Partial Dimming w /Load Control G 21 101 -Sales Area Partial Dimming w /Load Control A 58 101 -Sales Area Partial Dimming w /Load Control AE 7 101 - Sales Area Partial Dimming w /Load Control D 17 101 - Sales Area Partial Dimming w /Load Control E 2 101 -Sales Area Partial Dimming w /Load Control G 24 116 -Electrical Room Dimming - Manual CE 1 114 - Receivin Area Dimming w /Load Control C 6 114 - Receivina Area Dimming w /Load Control CE 2 114 - Receiving Area Dimming w /Load Control C1 1 109 - Pharmacy Dimming w /Load Control A 6 109 - Pharmacy Dimming w /Load Control AE 2 109 - Pharmacy Dimming w /Load Control 1 17 111 - Consultation Dimmin w /Load Control A 1 111 - Consultation Dimming w /Load Control AE 1 NOTES TO FIELD - For Building Department Use Only Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by Energy5oft User Number. 48578 Job Number. RAIPD0001 Page:9 of 37 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1 -C PROJECT NAME DATE Rite Aid I 5/1/2007 CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION Room # or Dwg. #) CONTROL IDENTIFICATION CONTROLTYPE Occupant, Daylight, Dimming, etc.) Ol D NOTETO FIELDg 112 - Waiting Dimming w /Load Control A 4 112 - Waiting Dimming w /Load Control AE 2 112 - Waiting Dimming w /Load Control E 3 112 - Waiting Dimming w /Load Control Track 3 112 - Waiting Dimmin w /Load Control 1 4 Mezzanine Dimming w /Load Control C 2 Mezzanine Dimming w /Load Control CE 1 Mezzanine Dimming w /Load Control CIE 1 NOTES TO FIELD - For Building Department Use Only Run Initiation Time: 05101107 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySott User Number. 48578 Job Number. RA)PD0007 Page:10 of 37 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1 -C PROJECT NAME Rite Aid DATE 5/1/2007 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the.equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1 -A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of410- 103(b) and Title 24 Part 6. Test Descrii3tion Test Performed By: LTG -2 -A: Lighting Control Acceptance Document Occupancy Sensor Acceptance Manual Daylight Controls Acceptance Automatic Time Switch Control Acceptance Equipment requiring acceptance testing LTG -3 -A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing 4.2 by EnergySoft User Number: 48578 Job Number: RAIPD0001 Page: 11 of 37 CERTIFICATE OF COMPLIANCE MECH -1 -C PROJECT NAME DATE Rite Aid I 5/1/2007 ueslgner: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible parry to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space- conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH -I -A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10- 103(0) and Title 24 Part 6. STATEMENT OF COMPLIANCE MECH -2 -A: Ventilation System Acceptance Document Variable Air Volume Systems Outdoor Air Acceptance Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing Test required on all New systems both New Construction and Refmfif. MECH -3 -A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing Test inquired on all New systems both New Construction and Retrofit. MECH -4 -A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing Test required on all New systems both New Consfmclion and Retrofit. Units with economizers that. reinstalled of the factoryand certified with the Commission do net require equipment testing but do require construction Inspection. MECH -5 -A: Air Distribution Acceptance Document Equipment requiring acceptance testing This test required Othe unit serves 5,000 R2 ofspace or fuss and 25 %ormmo ofthe ducts are in noncoadvioned orsemalommilmundspace like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the pa[kagod unit. MECH -6 -A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new ocv commis installed on new or existing packagedsystems must he tested. MECH -7 -A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV ran volume commis installed on new or existing systems moved tested MECH -8 -A: - Hydronic System Control Acceptance Document Variable Flow Controls Applies to chilled and hot water systems. Automatic Isolation Controls Appliestonew boilersa ndchillersandfhepdmarypumpsamwnnec tedioacnmmonheader. Supply Water Temperature Reset Controls Applies to new constant now chilled and hot water systems that have a design capacity greater han or equal to 500,000 Slumr Water -loop Heat Pump Controls Applies to all new watedoup hoat pump systems where the combinedloop pumps am gmeferthen 5 hp. li - Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled. hydmnic heat pump or condenser water system, where the pumps motors are greater than 5 hp. Equi ment re uiring acce lance testin EnergyPro 4.2 by EnergySofl User Number. 48578 Job Number: RAIPD0001 Page: 12 of 37 INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2 -C NAME Rite Aid INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts I Installed Watts C D E F G H I J Name Type Description w a30 rrZ 333yr^m 0 31DI r0zau3 m m o r 3a* 0 zo 0 d r 3 c m °Q 0 H 5*.5 xwm00 A 3) 4 I Fluorescent T8 Elec F32TB 3 32 1.0 92.0 X 157 14,444 AE 3) 4 It Fluorescent T8 Elec 31 32 1 .0 92.01 X 30 2,760 B 1) 4 It Fluorescent T8 Elec 32r 11 32 1.0 32.0 X 11 32 BE 1) 4 It Fluorescent T8 Elec 8 1 32 1. 32.0 X 1 32 C 1) 8 ft Fluorescent TS Elec 1 32 1. 32.0—X- 8 256 C1 1) 4 ft Fluorescent T8 Elec 1 3 1. 32.0 X 1 32 CIE 1) 4 It Fluorescent T8 Elec 1 32 1. 32.0 X 1 32 CE 1) 8 ft Fluorescent T8 Elec 1 4 128 D 1) 8 ft Fluorescent T8 Elec 1 32 1 32.0 X 1 25 800 E 1) 4 It Fluorescent T8 Elec: 1 32 1.0 32.0 X 9 288 G Track Lighting 1 35.0 X 60 2.100 1 26w Low Voltage Halogen 1 501 1 55.0 X 4 220 1 50w Low Voltage Halogen Track Track Lighting PAGE TOTAL 22 035 BUILDING TOTAL (sum of all pages) 22,035 PORTABLE LIGHTING (From LTG -3 -C) D CONTROL CREDIT (From LTG-4-C) 5 497 ADJUSTED ACTUAL WATTS 16 538 EnergyPro 4.2 by EnergySoh User Number: 4857B Job Number: RAIPD0001 Paae: 13 of 37 1 LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG-4-C: CONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME DATE Rite Aid 5/1/2007 A B C D E I F G H I J ROOM # DAYLIGHTING CONTROL ZONE ID LIGHTING ROOM WINDOW SKYLIGHT WATTS OF LIGHTING CREDIT CONDITIONED CONTROL PLAN AREA WALL GLAZING EFFECTIVE CONTROL ADJUST. WATTS AREAS DESCRIPTION REF. SF) RATIO VLT APERTURE' LIGHTING FACTOR' H X I) otFlce Occ Sens ft < -250 AE 81 92 0.20 18 100- Vestibule Window 5Daylighting- 0 B 143 32 0.50 16 100- Vestibule WindowDaylighling - 50% BE 143 32 0.501 16 101 - Sales Area (Partial) Dimming w /Load Control A 3,528 3,588 0.25 897 101 - Sales Area (Partial Dimming w /Load Control AEj 3,528 1 736 0.25 184 101 - Sales Area (Partial Dimming w /Load Control E 3,5281 32 0.25 8 101 - Sales Area (Partial Dimming w /Load Control G 3,528 525 0.25 131 101 -Sales Area (Partial Dimming w /Load Control 1 3,528 156 0.25 39 101 - Sales Area (Partial Dimming w /Load Control 1 3,528 208 0.251 52 108 - Lounge Occ Sensory - <= 250 A 131 92 0.201 18 108 - Lounge Occ Sensor- <= 250 saft AE 131 1 92 0.20 18 Restrooms Occ Sensor <= 250 AE 167 184 0.20 37 101 -Sales Area (Partial Dimming oad A 1 4,447 1 4,416 0.25 1,104 101 -Sales Area (Partial Dimming w /Load Control AE 4,447 552 0.25 138 101 -Sales Area (Partial Dimming w /Load Control D 4 447 256 0.25 64 1 -Sales rea ( a-rti—al,--D-i-mm-in-g-w-7Eoaa Control E 4,447 96 0.251 24 101 -Sales Area (Partial Dimming w /Load Control G 4,447 735 0.25 184 101 - Sales Area (Partial Dimming w /Load Control A 5 607 55,333365 0.25 1,3341 101 -Sales Area (Partial Dimming w /Load Control AE 5,607 644 0.25 161 101 -Sales Area (Partial Dimming w /Load Control D 5,6071 544 0.25 136 101 - Sales Area (Partial Dimming w /Load Control E 5,6071 64 0.25 16 101 - Sales Area (Partial) Dimming w /Load Control G 5,607 840 0.25 210 116 - Electrical Room Dimming - Manual w/Load CE 120 32 0.10 3 114 - Receiving Area DimmingControl C 1,228 192 0.25 48 114 - Receiving Area Dimming w /Load Control CE 1,228 64 0.25 16 114 - Receiving Area Dimming w /Load Control C1 11-2-28— 32 0.25 8 tog - Pharmacy Dimming w /Load Control I Al 5231 1 1 552 0.25 138 109 - Pharmacy Dimming w /Load Control AE 523 184 0.25 46 109 - Pharmacy Dimming w /Load Control 1 5231 1 1 442 0.251 110 1) From Equation 146 -A 2) From Table 146 -A PAGE TOTAL 5 176 BUILDING TOTAL 5 497 Enter in LTG -2-C: Lighting Control Credit tnergyYro 42 by Enefgy5ofl User Number: 48578 Job Number: RAIPD0001 Pace: 14 of 37 1 LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG -4 -C CONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME DATE Rite Aid 5/1/2007 A B C D E I F I G H I J ROOM # ZONE ID CONDITIONED AREAS LIGHTING CONTROL DESCRIPTION PLAN REF. ROOM AREA SF) DAYLIGHTING WATTS OF CONTROL LIGHTING LIGHTING ADJUST. FACTOR' CONTROL CREDIT WATTS H X I) WINDOW WALL RATIO GLAZING VLT SKYLIGHT EFFECTIVE APERTURE 111 - Consultation Dimming w /Load Control A 94 92 0.25 23 111 - Consultation Dimming w /Load Control AE 94 92 0.25 23 112 - Waiting Dimming w /Load Control A 492 368 0.251 92 112- Waiting Dimming w /Load Control AE 492 184 0.25 46 112 - Waiting Dimming w /Load Control E 492 1 96 0.25 24 112 - waiting DimmingControl TrackTrack 492 1 105 0.25 26 112 - Waiting Dimming w /Load Control 1 492 220 0.25 55 Mezzanine Dimming oad C 568 64 0.25 16 Mezzanine DimmingControl LOad CE 568 32 0.251 8 Mezzanine Dimming w /Load Control C1 E 568 32 0.25 8 1) From Equation 146 -A 2) From Table 146 -A PAGE TOTAL 321 BUILDING TOTAL 5r497 Enter in LTG -2-C: Lighting Control Credit EnergyPro 4.2 by EnergySoft User Number: 4857B Job Number. RAIPD0001 Paae: 15 of 37 1 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH -2 -C PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems T -24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and /or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put *N/A* in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. AIR SYSTEMS, Central or Single one AC -1 RTU -1 RTU -2 1 1 1 Reference on Plans or Specification 1 112(a) 3.00 HSPF 82 %AFUE 80 %AFUE 112(a) 13.0 SEER / 9.8 EER 11.0 EER 9.6 EER 112(b) Yes n/a n/a 112(c), 115(a) n/a n/a n/a 121(b) Yes Yes Yes 121(b ) 12 cfm 3816 cfm 5358 cfm 121 c No No No 121(c) No Yes Yes 121 c 122(e) Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Required Heating & Cooling Required Heating & Cooling Required 122 Auto Auto Auto 122(g) n/a n/a n/a 123 124 R -8.0 I R-4.2 R-4.2 144 a & b We n/a n/a 144 ta & b 9,365 btuh 148,000 btuh 160,000 btuh 144 a & b n/a n/a n/a 144 a & b 15,875 btuh 128,998 btuh 149,605 btuh 144 c Constant Volume Constant Volume Constant Volume 144 c 144 c Yes Yes Yes 144 d No No No 144 a No Economizer Fixed Temp (Integrated) Fixed Enth (Integrated) 144 Constant Temp Constant Temp Constant Temp 144(f) Constant Temp Constant Temp Constant Temp 144 (k) No No No 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sch; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH -2 -C NAME DATE Rite Aid 5/1/2007 SYSTEM FEATURES ITEM OR SYSTEM TAG(S) Number of Systems T -24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (Doc only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and /or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N /A" in the column. AIR SYSTEMS, Central or Single Zone RTU -3 RTU -4 1 1 Reference on Plans or Specification I 112(a) 82 %AFUE 82 %AFUE 112(a) 10.8 EER 11.0 EER 112(b) n/a n/a 112(c), 115(a ) n/a n/a 121(b) Yes Yes 121(b) 6008 cfm 633 cm 121 c No No 121(c ) Yes Yes 121(c), 122(e) Pro rammable Switch Programmable Switch 122(e) Heating & Cooling Required Heating & Cooling Required 122 Auto Auto 122(g) n/a n/a 123 124 R -4.2 R -4.2 144 a & b n/a n/a 144 a & b 221,000 btuh 136,300 btuh 144 a & b n/a n/a 144 a & b 195,137 btuh 69,250 btuh 144 c Constant Volume Constant Volume 144 c 144 (c Yes Yes 144 d No No 144 a Fixed Enth (Integrated) Fixed Tem (Integrated) 144 f Constant Temp Constant Temp 144(f) Constant Temp Constant Temp 144 k) No No 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH -2 -C PROJECT NAME DATE Rite Aid I 5/1/2007 ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Equipment Efficiency Pipe Insulation PRESCRIPTIVE MEASURES Calculated Capacity Proposed Capacity Tower Fan Controls Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps > 5 HP DP Sensor Location 2 WATER SIDE SYSTEMS: T -24 Section Reference on Plans or Specifications 112(a) 123 1: For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and /or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N /A" in the column. 2: Water side systems include wet side system using other liquids such as glycol or bnne. Service Hot Water, Pool Heating ITEM OR SYSTEM TAG(S) DHW Heater Number of Systems 2 MANDATORY MEASURES Reference on Plans or Specification' Water Heater Certification Water Heater Efficiency Service Water Heating Installation Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Light Spa Heater - No Pilot Light 113 (a) AO SMITH BTH400A 113 (b) 92 113 (c) 114 (a) n/a 114 (b) n/a 115 (c) n/a 115 d We 1: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N /A" ins the column. MECHANICAL VENTILATION MECH -3 -C PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION Section 121(b)21 AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K L M N ZONEISYSTEM n D N1 v0CIv; a a AaNO-n 013 o m`P Dn xW; Za m 3OQ 5- 0 aoa n NN T 0l3 03mn5nn Talv3 F 03m IUD0 G)°.,GD mo 0 rid Tw eN 3D 0 d, 0 °, Ty 39 0 n30 N% SA o? W30onK T=°, 3 Arc 63a 55 D ti N D Office 8 0.15 12 12 12 AC -1 Total 12 12 Entry & Sales Area 3,67 0.25 918 1 918 3,816 RTU -1 Total 918 3,816 Lounge 13 0.50 66 66 300 Restroom 167 0.15 25 25 300 Sales Area 4,447 0.15 667 667 4,758 RTU -2 Total 1 758 5,358 Sales Area 5,607 0.25 1,402 1,402 6,008 RTU -3 Total 1,402 6,008 Electrical Room 120 0.15 18 18 30 Receiving 1,228 0.15 184 184 184 1st Floor & Me=nine 1,677 0.25 419 1 419 419 RTU -4 Total 621 633 c MINIMUM v0dull Me Der Section 121 Table 121-A E Based on died seal or the realer of the ex ecum number of dea,ibands and 50 %d the CBC occupant load foracross pi for spaces without feed dealing. H Re uired Ventilation Air REDO V.A. is the tar er of the ventilation rates calculated on and AREA or OCCUPANCY BASIS column D or G). I Must be greater than or equal to H or use Transfer Air dcatund, NJ to make up the difference. J Design fan supply clan Fan CFM s 30 %, or K Condition area ft. s M 04 dmre. sq ' or L Maximum of cdumn. H. J. K. or 300 cfm M This must be less than or equal to courant L and greater that ore uaI to the sum of Columns H i N. N Transfer air must be Provided where the Required Ventilation Air (column H) is greater than the Design Minimum Air (cdumn M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. EnergyPro 4.2 by Ener ysoft User Number 48578 Job Number. RAIPD0001 Page: 19 of 37 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH -5 -C PROJECT NAME Rite Aid TANK INSUL. DATE 5/1/2007 CHILLER AND TOWER SUMMARY Distribution Type Qty Efficiency Tons PUMPS Ext. R -Val. O SMITH BTH400A Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. DriveEff. PumpControl CARRIER 48HJE012 Constant Volume Draw - Through 4,350 3.20 86.5% 97.0% none CARRIER 48HJE014 Constant Volume Draw - Through 4,500 3.30 86.5% 97.0% none CARRIER 48HJE017 Constant Volume Draw - Through 5,750 4.00 86.5% 97.00 none CARRIER 48HJE008 Constant Volume Draw - Through 3,205 2.50 IL SUMMARY 97.0% MULTI- FAMILY CENTRAL WATER HEATING DETAILS I Hot Water Pump EnergyFactor or RE StandbyLossor Pilot TANK INSUL. System Name System Type Distribution Type Qty Rated Input Vol. Gals.) Condition Status Ext. R -Val. O SMITH BTH400A Large Gas Recirc/Demand 2 400,000 120 New 0.92 0.00% 2.5 CARRIER 48HJE012 Constant Volume Draw - Through 4,350 3.20 86.5% 97.0% none CARRIER 48HJE014 Constant Volume Draw - Through 4,500 3.30 86.5% 97.0% none MULTI- FAMILY CENTRAL WATER HEATING DETAILS I Hot Water Pump Hot Water PI in Len thilt) Motor Location Control HP Type In Plenum Outside Buried Add 1/2" Insulation Carrier 38ORF018 Constant Volume Blow- Through 690 0.12 55.0% 100.0% none CARRIER 48HJE012 Constant Volume Draw - Through 4,350 3.20 86.5% 97.0% none CARRIER 48HJE014 Constant Volume System Name Fan? pe Motor Location CFM BHP MotorEff. DriveEff. CFM BHP MotorEff. DriveEff. Carrier 38ORF018 Constant Volume Blow- Through 690 0.12 55.0% 100.0% none CARRIER 48HJE012 Constant Volume Draw - Through 4,350 3.20 86.5% 97.0% none CARRIER 48HJE014 Constant Volume Draw - Through 4,500 3.30 86.5% 97.0% none CARRIER 48HJE017 Constant Volume Draw - Through 5,750 4.00 86.5% 97.00 none CARRIER 48HJE008 Constant Volume Draw - Through 3,205 2.50 84.0% 97.0% none MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH -54 ENVELOPE MANDATORY MEASURES ENV -MM NAME DATE DESCRIPTION Designer Enforcement 118(,) Installed insulating Material shall have been certified by the manufacturer to comply Elk wifh the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. 118(c) All Insulating Materials shall be installed In compliance with the Flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. X §117(,) All Exterior Joints and openings in the building that are observable sources of air C000iiiiiiiiiiii 4 leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. X § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). 7XI § 116(,)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1 -E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. 118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls In nonresidential buildings shall have insulation with an installed R -value of no less than R -13 between framing members. EnergvPro By EnemvSgft ucer Numher Ilccr IhN—h— PAIPnMnl -111 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG -1 -C PROJECT NAME DATE Rite Aid 5/1/2007 PROJECT ADDRESS I - - Lakeshore Drive & Machado Street Lake Elsinore f PRINCIPAL DESIGNER - LIGHTING TELEPHONE Building ermit# Jerry Hairston - License # E -16511 949.753.7676 DOCUMENTATION AUTHOR TELEPHONE Checkedby /Date WD Partners 949) 753 -7676 EnforcementA enc Use GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE 6 03 -26 -2007 LZ1 LZ2 X LZ3 LZ4 FUNCTION TYPE O OUTDOOR LIGHTING OUTDOOR SIGNS INDOOR SIGNS PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ADDITION ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE Byron Hodges The Principal Lighting Designer hereby certifies that the proposed outdoo fighting and signs design represented in th-4 s t of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) L9/6ereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign thisdocumentasthepersonresponsibleforitspreparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATUR DATE LIC. # Jerry Hairston - License # E -16511 LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box ifworksheet is included 50 O LTG- I -C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 maybe incorporated in schedules on the p Either LTG -1 -C or OLTG -I -C maybe used for signs as follows: 1. Use LTG -1 -C if the project consists solely of indoor signs. 2. Use LTG -1 -C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG -I -C if the project consists solely of outdoor signs. 4. Use OLTG -I -C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. xOLTG -2 -C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). AOLTG -3 -C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. DOLTG -4 -C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnemyPro 4 ,2 by EnergySoM User Number: 4857B Job Number: RAIPD0001 Page:23 of 37 ans. CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG -1 -C DATE U ' T , 5/1/2007 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power IX Lighting power allowance for general site illumination on OLTG -2 -C Part 1 of 4 Not Applicable Lighting power allowance for local ordinances or for security multipliers on OLTG -2 -C Part 2 of 4 Not Applicable X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG -2-C Part 3 of 4 Not Applicable X Lighting power allowances for vehicle service station canopies on OLTG -2 -C part 4 of 4 Not Applicable X Sign lighting compliance on OLTG -4-C Not Applicable Mandatory asure on I that Outdoor Llahtino Meets i IX Installed lighting power has been determined In accordance with Section 130(c)1 Not Applicable X All permanently installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumina per Waft or are controlled by a motion sensor per Section 132(a) Not Applicable X All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable FX All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable IX Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION Room #) CONTROLIDENTIFICATION CONTROL TYPE Auto Time Switch, Dimming, etc.) AREA CONTROLLED NOTETO FIELD EnergyPro 4.2 by EnergySoft User Number: 48570 Job Number: RAIPD0001 Page:24 of 37 LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG -2 -C Name Date LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - Table 147 -A Allotted Watts Luminaire Lamps/Ballasts Installed Watts A B C D E F G H I J K L M Lightiagory ation CteTable 147 -A) p r c a Xn a o Description m a d 3 Ro o v m c m 3 m 3 m c z A m 0 e oN c m ow m a xO u Build Out Exterior Site Lighting 0.15 0 P 250w High Pressure Sodium X HPS250 1 250 1. 302.0 X 13 3,926 RA Exterior Site Lighting 53,63 0.15 8,046 P 250w High Pressure Sodium X HPS250 1 250 1.0 302.0 X 6 1,812 RA Entrance Lighting 0.15 0 0 70w Metal Halide X MH70 1 70 1.0 95.0 X 6 57 Build Out Canopy Lighting 0.15 0 0 70w Metal Halide X MH70 1 70 1.0 95.0 X 7 66 Build Out Building Lights 0.15 0 S 40w Wall Mount Incandescent X 40W 1 40 40.0 X 12 48 Total Allotted Watts 8,046 Total Installed Watts 7,45 I EnergyPro 4.2 by EnergySoff User Number: 48578 Job Number RAIPD0001 Paae25 of 37 I LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG -2 -C Name Rite Aid Date 5/1/2007 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS Table 147 -B - Other than Vehicle Station without Cano ies Allotted Watts Luminaire Lam s/Ballasts D n Watts A B C D E F G H I J K L M N O P Li 9 htin 9 Application Table 147 -B) r D D ma r on o o n m Description o oc d rd an , n= v rW d r 2 nmn m S mc cZ 3 m ° w Zzm o. 0i a 03' p , d m no fn RA Building Facade 1,25 0.35 438 W 175w Metal Halide X MH175 1 175 1.0 210.0 XX 1 2 420 42 RA Drive Thru Canopy 23 1.00 236 F 1) 8 it Fluorescent T8 Elec X F32T8 1 32 1.0 32.0 X 64 64 EnergyPm 4.2 by EnergySoft User Number: 4857B Job Number: RAIPD0001 Paoe'.28 of 37 i ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG -3 -C PROJECT NAME DATE Rite Aid 5/1/2007 A. Hardscape for automotive vehicular use, including parking lots, driveways and site roads. A B C D I E F G H Lighting Application Table 147 -B) Actual Paved Area+ 5• perimeter of adjacent unpaved land Includes planters and land, Includes planters and landscaped areas less than I D' wde that are enclosed by hardscape on at least 3 sides. Areas (SF) to Subtract from within the Illuminated Area Illuminated Area B - G) Area between poles or luminaires that are > 6 times the mounting height distance If Applicable) Overlapping areas of anotherapplicationor luminaire BuildingAreas Areas obstructed by signs or other structures Sub total of areas to subtract C +D +E +F) Build Out Exterior Site Li htin 0 0 0 0 0 0 0 RA Exterior Site Lighting 84,170 10,400 2,860 17,272 0 30,532 53,638 RA Entrance Lighting 0 0 0 0 0 0 0 Build Out Cano Lighting 0 0 0 0 0 0 0 Build Out Building Lights 0 0 0 0 0 0 0 B. Hardscape for pedestian use, including plazas, sidewalks, walkways and bikeways A B C D E F G H Lighting Application Table 147 -B) Actual Paved Area+ 5'cf unpaved land on either side of in of travel. Shall include all contiguous paved area before including adjacent grounds. Areas (SF) to Subtract from within the Illuminated Area Illuminated Area IS - G) Areabetween poles or luminaires that are > 6 times the mounting height distance If Applicable) Overlapping areas of anotherapplication or luminaire BuildingAreas Areas obstructed by signs or other structures Sub total of areas to subtract C + D + E + F) Checklist Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)1 A - General Illumination areas includes only those illuminated areas that are in the bounds of the Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the sadism, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by signs or other Structures. Enwmvlam 4.2 by Fnernv8nff I Lour lJum6nr da57R oeionnnn, o— a7 ^f a7 ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5) OLTG -3 -C PROJECT NAME DATE Rite Aid 5/1/2007 IA. Outdoor Sales Lot Frontage and Sales Lot Area I A B C I D I E I F G H Gross Illuminated Area sq. ft.) If an Outdoor Sales Frontage Allotment was used, subtract that area from the Gross Illuminated Area Overlapping Areas 0f AnotherApplication Sales Lot Area A - F - G) Mounting height of Sales Frontage Luminaires (feet) 3 x B Distance (In plan view) from the frontageluminaireto front edge of Sales Lot Sales Lot FrontageLength (feet) Sales Frontage Area C - D) x E sq. ft.) Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)2 B - Measured in plan view, only illuminated sections of outdoor sales frontage areas that are immediately adjacent to the principle viewing bcation and unobstructed viewing length, and are within 3 mounting heights of the frontage have been used. Luminaires qualifying for this allowance are located in plan view between the principle viewing location and the frontage sales. B. Building Facade Area A B C D E F G H Designated Name and Orientation Length Height Gross Area B x C) Areas (SF) to Subtract from wflhin Me Illuminated Area Net Area Available for Facade Ligghting D - G) Areas covered by signs Area for which Illumination is Obstructed by Other Objects and Area Not Illuminated Sub total E + F) RA Building Facade 125 10 1 1.250 0 0 1,250 Checklist Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)2 A - Only facades areas that are illuminated without obstruction or interference, by one or more luminaires, have been used. EnergyPro 4.2 by EnergySoft User Number: 48578 Job Number. RAIPD0001 Pace 28 of 37 1 ILLUMINATED AREA CALCULATION WORKSHEET (Part 4 of 5) OLTG -3 -C PROJECT NAME Rite Aid DATE 5/1/2007 Ornamental Lighting, Canopies, Vehicle Service Station Hardsca e, and Outdoor Dining A B C D E F G Lighting Application Table 147 -B Gross Illuminated Area of Application SF) Areas SF) to Subtract from within the Illuminated Area Illuminated Area B -F Area between poles or luminaires that are > 6 times the mounting heigh distance Overlapping areas of anotherapplicationor luminaire Areas obstructed by signs or other structures Sub total of areas to subtract C + D + E) Other Sales Canopy 336 0 100 0 100 236 Checklist Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)1 C - The area of ornamental lighting includes no more than the total area of the site external to building. Luminaires used for ornamental lighting employ lamps rated 100 watts or less, and are not used to determine LPD for general illumination. Section 147 (c)2 D - Measured in plan view, the areas of illuminated canopies include the horizontal projection of the canopies. Section 147 (c)1 F- The area of vehicle service station hardscape includes only illuminated hardscape areas beyond the horizontal projection of the canopy in plan view. Section 147 (c)1 I - The area of outdoor dining area includes only illuminated hardscape areas used to serve and consume food and beverages. EnergyPro 4.2 by EnergySofl User Number: 4857B Job Number: RAIPD0001 Page:29 of 37 1 LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME DATE Rite Aid 5/1/2007 DESCRIPTION Designer Enforcement 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. 131(d)2 override for Building Lighting Shut -off: The automatic building shutoff system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All Installed fixtures shall be certified. E] §132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high- frequency ballasts and are exempt from tandem wiring requirements. 131(a) Individual Room /Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to- ceiling walls. 0 §131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year Is included on plans. 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. EnergyPro 4.2 by Energy5off User Number: 48578 Job Number: RAIPD0001 Page:30 of 37 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH -MM PROJECT NAME DATE Rite Aid 5/1/2007 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies X §111 -Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. X § 115(,) Fan type central furnaces shall not have a pilot light. 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. X § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls 122(e) Each space conditioning system shall be installed with one of the following: 0 § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 122(e)1B An occupancy sensor to control the operating period of the system; or 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and /or a setup cooling thermostat setpoint. 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with Isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. 122(, &b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro By Energy5oft User Number: User Job Number: RAIPD0001 Page: 31 of 37 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH -MM' PROJECT NAME DATE Rite Aid 5/1/2007 Description Designer Enforcement Ventilation EK§ 121(1) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. X] 122(f) Gravity or automatic dampers Interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and 1220 exhaust systems. All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. X 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or 0 121(02 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C -20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C -20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or 121(Q3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or 121(04 Another method approved by the Commission. Service Water Heating Systems 113(b)2 If a circulating hot water system Is Installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. 113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro By EnergySoff User Number: User Job Number: RAIPD0001 Page: 32 of 37 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA AC -1 81 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 16,800 Total Output (Btuh) 16,800 Output (Btuhlsgft) 207.4 Cooling System Output per System 18,000 Total Output (Btuh) 18,000 Total Output (Tons) 1.5 Total Output(Btuh /sgft) 222.2 Total Output (sgftrron) 54,0 Air System CFM per System 690 Airflow (cfm) 690 Airflow (cfmisgft) 8.52 Airflow (cfmrron) 460.0 Outside Air ( %) 1.8 Outside Air (cfm /sgft) 0.15 Note: values above given at ARI conditions COIL COOLING PEAK I COIL HTG. PEAK CFM Sensible Latent CFM Sensible Total Room Loads 78 1,740 162 62 784 Return Vented Lighting 0 Return Air Ducts 87 39 Return Fan 0 0 Ventilation 12 337 17 F 12 60 Supply Fan 0 0 Supply Air Ducts 87 3s TOTAL SYSTEM LOAD 2,z5 333 t,asa HVAC EQUIPMENT SELECTION Carrier 38QRFO18 15,875 0 9,365 Total Adjusted System Output 15,a75 0 9,365AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF Outside Air 69.1 OF 69AOF ' 82.3 OF O Supply Air Ducts 12 cfm Supply Fan Heating Coil 690 cfm 82.2 OF ROOMS 69.9 OF 70.0 OF Return Air Ducts '' i 0/72.6 OF 74.6/60.4 OF 74.6161.00F M 52.3/51.60F Outside Air 12 cfm 74.1 / 60.1 OF 0 Supply Fan Cooling Coil 690 cfm h Return Air Ducts 4 Supply Air Ducts 52.4 / 51.6 OF 45.0% R.H. ROOMS 74.0 / 60.1 OF i EnergyPro 4.2 by EnergySoft User Number. 48578 Job Number. RAIPD0001 Paae:33 of 37 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOORAREA RTU -1 3,671 ENGINEERING CHECKS SYSTEM LOAD Number of S stems COIL COOLING PEAK COIL HTG. PEAK1 Heating System Output per System 148,000 Total Output (Btuh) 148,000 Output(Btuh /sgft) 40.3 Cooling System Output per System 120,000 Total Output (Btuh) 120,000 Total Output (Tons) 10.0 Total Output (Btuh /sgft) 32.7 Total Output (sgf7ron) 367.1 Air System CFM per System 4,350 Airflow (cfm) 4,350 Airflow (cfm /sgft) 1.18 Airflow (cfm/Ton) 435.0 Outside Air 1 %) 87,7 Outside Air (cfm /sgft) 1.04 Note: values above given at ARI conditions 22.0 of Outside Air 3816 cfm 69.4 of 0 / 72.6 of Outside Air 3816 cfm 76.1168.6 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD CFM ISensiblel Latent CFM Sensible 9,358 183,505 100,626 Lliw 54,599 0 9,175 2,730 0 0 3,816 98,046 05,098 3,816 186,639 0 55,528 0 9,175 2,730 246,698300,443 HVAC EQUIPMENT SELECTION CARRIER 48HJE012 128,998 0 148,000 Total Adjusted System Output 1za,ss6 0 1aa,000 Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am 27.8 OF I.1 105.OoF Heating Coil 105.0 OF Supply Fan 4350 cfm Return Air Ducts F 97.9/73.20F W 55.0 /53.60F Cooling Coil Supply Fan 4350 cfm Air Ducts 104.4 of ROOMS 70.0 of 55.0 / 53.6 of Supply Air Ducts 57.1154 4 of 74.3% R.H. ROOMS 74.0 / 68.0 of k Return Air Ducts y I EnergyPra 4.2 by EnergySofl User Number: 48578 Job Number RAIPD0001 Paoe:34 of 37 1 IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA RTU -2 4,745 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 160,000 Total Output(Btuh) 160,000 Output(Btuh/sgft) 33.7 Cooling System Output per System 138,000 Total Output (Btuh) 138,000 Total Output (Tons) 11.5 Total Output(Btuh /sgft) 29.1 Total Output (sgff7ron) 412.6 Air System CFM per System 41500 Airflow (cfm) 4,500 Airflow (cfm /sgft) 0.95 Airflow (cfmrron) 391.3 Outside Air 1 %) 119.1 Outside Air (cfm /sgft) 1.13 Note: values above given at ARI conditions COIL COOLING P I COIL HTG. PEAK CFM I Sensiblel L I CFM Sensible Total Room Loads 1o,22s 200,528 159,72511 249 8,99 Return Vented Lighting 0 Return Air Ducts 10,026 450 Return Fan 0 0 Ventilation 5,358 137,317 - 129,054 5,358 264,916 Supply Fan 0 0 Supply Air Ducts 10,026 450 TOTAL SYSTEM LOAD 35a,000 30 672 278 aos HVAC EQUIPMENT SELECTION CARRIER 48HJE014 149,605 0 160,000 Total Adjusted System Output 189,605 0 i60,000AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Aug 3 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 of 22.0 of 105.0 of 105.0 of O Supply Air Ducts Outside Air 5358 cfm 104 9 of Heating Coil Supply Fan 4500 cfm ROOM S 69.9 of 70.0 of Return Air Ducts ' 01.0 / 72.6 of 101.0 / 73.7 of E 55.0 / 53.4 of __.55.0 / 53.4 oF, Outside Air 5358 cfm 76.2 / 71.9 of Q Cooling Coil Supply Fan 4500 cfm h Return Air Ducts 'I Supply Air Ducts `S 57.2 / 54.2 of 88.0°/ R.H. ROOMS 74.0 / 71.3 of I EnemyPro 4.2 by EnemVSoft User Number. 48578 .loh Numhnr RAIPD0001 Pane 95 M37 I 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOORAREA RTU -3 5,607 Number of Systems 1 Heating System Output per System 221,000 Total Output (Btuh) 221,000 Output (Btuhlsgft) 39.4 Cooling System Output per System 180,000 Total Output (Btuh) 180,000 Total Output (Tons) 15.0 Total Output (Btuh /sgft) 32.1 Total Output(sgft/Ton) 3718 Air System CFM per System 5,750 Airflow (cfm) 5,750 Airflow (cfm /sgft) 1.03 Airflow (cfm/Ton) 383.3 Outside Air ( %) 104.5 Outside Air (cfm /sgft) 1.07 values above given at ARI conditions 22.0 OF Outside Air 6008 cfm 69.8 OF 101.0 172.6 OF 0 Outside 6008 cfm 76,4/69.8 °F 22.0 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK 1 CFM I Sensible Latent CFM Sensible 14,674 287,762 158,423 773 27,930 0 14,388 1,396 0 0 6,008 152,318 95,155 r 6,008 296,155 0 63,269 0 14,388 1,396 326,877468,965 CARRIER 48HJE017 195,137 0 221,000 Total Adjusted System Output 195,1371 O 221,000AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am 105.0 °F Heating Coil 101.0 / 73.7 OF 0 Supply Fan 5750 cfm 105.0OF Supply Air Ducts 104.8 OF ROOMS 70.0 OF h Return Air Ducts 4 55.0 / 53.4 OF 55.0 / 53.4 of 0 Supply Air Ducts Supply Fan 57.4/54 , 4 OF 5750 cfm 78,8 %R.H. ROOMS 74.0/69.1 °F Return Air Ducts Cooling Coil EnergyPro 4.2 by EnergySofl User Number: 48578 Job Number RAIPD0001 Paae36 of 37 IHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA RTU -4 3,025 Number of Systems 1 Heating System Output per System 136,300 Total Output(Btuh) 136,300 Output(Btuh /sgft) 45.1 Cooling System Output per System 90,000 Total Output (Btuh) 90,000 Total Output (Tons) 7.5 Total Output (Btuh /sgft) 29.8 Total Output (sgftrron) 403.3 Air System CFM per System 3,205 Airflow (cfm) 3,205 Airflow (cfmisqft) 1.06 Airflow (cfm/Ton) 427.3 Outside Air ( %) 19.6 Outside Air (cfm /sgft) 0.21 Note: values 22.0 OF Outside Air 633 cfm 69.7 OF 10 1. 0 / 72.6 OF Outside 633 cfm 75.0/63.6 OF at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 3,416 66,992 17,80 464 16,763 0 3,350 838 0 0 633 16,983 2,738 633 31,216 0 20,540 0 3,350 838 49,65590,74 IER 48HJE008 69,250 17,061 136,300 Total Adjusted System Output s9,25o 17,os1 136,300AdjustedforPeakDesignConditions) TIME OF SYSTEM PEAK Jul 3pm Jan 12 am Temneratures at Time of Heating Peakl 60.3 °F IM 105.0 °F Heating Coil 80.2 / 66.3 °F Supply Fan 3205 cfm 105.0 OF Supply Air Ducts 104.7 OF ROOMS 70.0 °F h Return Air Ducts y 55.0/54.3 °F 55.0 /54.3 °F i Cooling Coil Supply Fan 3205 cfm h Return Air Ducts `S upply Air Ducts 56.0/54.7 °F 56.1% R.H. ROOMS 74.0/63.2 OF I EnergyPro 4.2 by EnergySoft User Number: 48578 Job Number: RAIPD0001 Paae:37 of 37 1 GEOTECHNICAL INVESTIGATION AND LIQUEFACTION EVALUATION PROPOSED RITE -AID AND RETAIL DEVELOPMENT South Corner of Lakeshore Drive and Machado Street Lake Elsinore, California. for Peninsula Retail Development APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATEI ,6-7 — DATE 66 EY een reviewed for adherence to theplansha Authoriyation Is T''tese permit, pending I 'Lo uleacod toa ssuer anbuilding P reb) t all applicable City agencies. re va by rmit based on he issuance or granting of a p ePlansshallnotbe constrlcable GaProval of throne Pany violation of the apPpermitorappermitpresumedto give codes or ordinance. No' p rovisions of such codesrshall be a d• or cancel the p 1 November 10, 2006 Peninsula Retail Development 301 Shipyard Way Newport Beach, California 92663 Attention: Mr. Hugh Foster Project No.: 06G235 -1 Subject: Geotechnical Investigation and Liquefaction Evaluation Proposed Rite Aid and Retail Development South Corner of Lakeshore Drive and Machado Street Lake Elsinore, California. Gentlemen: SOUTHERN CALIFORNIA GEOTECHNICAL A Caliift, nia Cogwr ainn In accordance with your request, we have conducted a geotechnical investigation at the subject site. We are pleased to present this report summarizing the conclusions and recommendations developed from our investigation. We sincerely appreciate the opportunity to be of service on this project. We look forward to providing additional consulting services during the course of the project. If we may be of further assistance in any manner, please contact our office. Submitted, GEOTECHNICAL, INC. nara, CEG 2125 J Mitchell, GE 2364 Distribution: (5) Addressee 22885 East Savi Ranch Parkway v Suite E v Yorba Linda, CA 92887 -4624 voice: (714) 777 -0333 • fax: (714) 685 -1118 - www.socalgeo.com TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1 2.0 SCOPE OF SERVICES 3 3.0 SITE AND PROJECT DESCRIPTION 4 3.1 Site Conditions 3.2 Proposed Development 4 4.0 SUBSURFACE EXPLORATION 5 4.1 Scope of Exploration /Sampling Methods 5 4.2 Geotechnical Conditions 5 5.0 LABORATORY TESTING 7 6.0 CONCLUSIONS AND RECOMMENDATION 6.1 Seismic Design Considerations 9 6.2 Geotechnical Design Considerations 13 6.3 Site Grading Recommendations 14 6.4 Construction Considerations 17 6.5 Foundation Design and Construction 18 6.6 Floor Slab Design and Construction 20 6.7 Trash Enclosure Design Parameters 20 6.8 Retaining Wall Design and Construction 21 6.9 Pavement Design Parameters 23 7.0 GENERAL COMMENTS 26 8.0 REFERENCES 27 APPENDICES A Plate 1: Site Location Map Plate 2: Boring Location Plan - B Boring Logs C Laboratory Test Results D Grading Guide Specifications E UBCSEIS and FRISKSP Output F Liquefaction Analysis Spreadsheets SOUTHERN Retail Development -Lake Elsinore, CA, CALIFORNI:1 Project No. 06G235 -4' low GEOTECHNICAL 1.0 EXECUTIVE SUMMARY Presented below is a brief summary of the conclusions and recommendations of this investigation. Since this summary is not all inclusive, it should be read in complete context with the entire report. Site Preparation Site stripping should consist of removal of any organic material and debris present upon commencement of grading activities. Based on conditions at the time of our subsurface exploration, only minimal site stripping is expected. The near surface soils consist of undocumented fill, possible fill, and alluvial soils with relatively low strengths and significant collapse potential. It is recommended that the soils within the proposed building areas be overexcavated in order to provide a uniform layer of compacted structural fill soils beneath the proposed building pads. Overexcavation to a depth of 5 feet below existing grade, and a minimum of 5 feet below the proposed pad grade is recommended. All undocumented fill soils will also require removal and recompaction. Additional overexcavation should be performed within the foundation influence zones. The overexcavation depths should be sufficient to provide at least 3 feet of compacted fill below the proposed foundation bearing grades. Liquefaction Our site - specific liquefaction evaluation indicates that some of the on -site soils are subject to liquefaction during the design seismic event. The liquefaction analysis indicates a total potential dynamic settlement of less than 1/2t inch at Boring No. B -2. The liquefaction- induced differential settlements are expected to be on the order of 1/4 to 3/ef inches. Assuming that these settlements occur across a distance of 50f feet, an angular distortion of less than 0.001 inches per inch would result. Standard practice dictates that the proposed structures can be supported on shallow foundation systems with additional reinforcement in foundations and slabs on grade, with the understanding that some cosmetic distress could occur due to liquefaction. Such distress will be typical of buildings of this type, in this area, in the event of a large earthquake. Building Foundations Conventional Shallow Foundations, supported in newly placed compacted structural fill. 2,500 psf maximum allowable soil bearing pressure. Reinforcement consisting of at least four (4) No. 5 rebars (2 top and 2 bottom) in stripfootings. Building Floor Slabs Conventional Slabs -on- Grade, 41/2 -inch minimum thickness. Reinforcement of the floor slabs should consist of No. 4 bars at 18- inches on center in both directions. The actual floor slab reinforcement should be determined by the structural engineer. SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235-1 CEOTECHNICAl. Page 1 Pavements ASPHALT PAVEMENTS Materials Thickness (inches) Auto Parking TI = 4.0) Auto Drive Lanes TI = 5.0) Light Truck Traffic TI =,6.0) Asphalt Concrete 3 3 31/2 Aggregate Base 3 5 61/2 Compacted Subgrade 12 12 12 PORTLAND CEMENT CONCRETE PAVEMENTS Materials Thickness (inches) Autos Parking and Drive Lanes 5.0 Light Truck Traffic - TI = 6.0) PCC 5 6 Compacted Subgrade 95% minimum compaction) 12 12 SOUTIIERN Retail Develo0ment -Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 CEOTECIINICAL Page 2 2.0 SCOPE OF SERVICES The scope of services performed for this project was in general accordance with our Proposal No. 06P368 -1, dated October 12, 2006. The scope of services included a visual site reconnaissance, subsurface exploration, laboratory testing and geotechnical engineering analysis. These data were used to provide criteria for the design of the building foundations, building Floor slabs, concrete flatwork and driveways. Also included in this report are site preparation recommendations and construction considerations for the proposed development. Based on the location of the subject site, this study also included a liquefaction evaluation. The evaluation of the environmental aspects of this site was beyond the scope of services for this geotechnical investigation. SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 6EOTECHNICAI Page 3 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Conditions The subject site is located at the south corner of the intersection of Lakeshore Drive and Machado Street in Lake Elsinore, California. The site is bordered to the northeast by Lakeshore Drive, to the northwest by Machado Street, to the southwest by a single family residence and several mobile homes, and to the southeast by a nursery, or pre - school. The general location of the site is illustrated on the Site Location Map, included as Plate 1 in Appendix A of this report. The site is an irregular shaped parcel approximately 2.5± acres in size, and is currently vacant, with no signs of previous development. Ground surface cover consists of exposed soil with sparse vegetation. Detailed topographic information was not available at the time of this report. Visually, sitetopographyconsistsofgentlyslopingterraindippingdownwardtothesouthwest. There was estimated to be less than 3 to 5± feet of elevation differential across the site. 3.2 Proposed Develooment The proposed development will consist of two new retail buildings. These buildings will consist of a new Rite Aid pharmacy, 17,272± ft2 in size and a multi- tenant retail building, 6,105± ftz in size. The remainder of the site will be developed with asphaltic concrete pavements for. automobile and light truck traffic, landscaped areas and decorative concrete flatwork. Detailed structural information is not currently available. Based on the Rite Aid specifications, the proposed Rite Aid building will be a single story structure constructed of masonry block or tilt -up concrete walls and isolated interior steel columns. Wall loads are expected to be on the order of 2 to 3 kips per linear foot. Maximum column loads are assumed to be on the order of 75 kips. The floor slab is assumed to be subject to a maximum load of 200 pounds per square foot. The proposed multi- tenant retail building is assumed to be a single story structure of wood frame or masonry block construction. These types of structures are typically supported on conventional shallow foundation systems and concrete slab -on -grade floors. Maximum column and wall loads for the multi- tenant retail building are expected to be on the order of 30 kips and 1 to 3 kips per linear foot, respectively. The proposed development is not expected to include any significant amounts of below grade construction such as basements or crawl spaces. Preliminary grading plans were not available at the time of the geotechnical investigation. Based on the existing topography, and assuming a relatively balanced site, cuts and fills on the order of 2 to 4± feet are expected to be necessary to achieve building pad grades within the site. SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 GEOTECHNICAL Page 4.0 SUBSURFACE EXPLORATION 4.1 Scope of Exploration /Sampling Methods The subsurface exploration conducted for this project consisted of twelve (12) borings advanced to depths of 5 to 50± feet below currently existing site grades. The two 50± foot borings were performed as part of the liquefaction evaluation. All of the borings were logged duringexcavationbyamemberofourstaff. Representative bulk and. in -situ soil samples were taken during drilling. Relatively undisturbed in -situ samples were taken with a split barrel "California Sampler' containing a series of one Inch long, 2.416± inch diameter brass rings. This sampling method is described in ASTM Test Method D -3550. In -situ samples were also taken using a 1.4± inch inside diameter split spoon sampler, in general accordance with ASTM D -1586. Both of these samplers are driven Into the ground with successive blows of a 140 -pound weight falling 30 inches. The blow counts obtained duringdrivingarerecordedforfurtheranalysis. Bulk samples were taken at periodic locations in the trenches. The bulk samples were collected in plastic bags to retain their original moisture content. The relatively undisturbed ring samples were placed in molded plastic sleeves that - were then sealed and transported to our laboratory. The approximate location of the borings is indicated on the Boring Location Plan, included as Plate 2 of this report. The Boring Logs, which illustrate the conditions encountered at the boring locations, as well as some of the results of the laboratory testing, are included in Appendix B. 4.2 Geotechnical Conditions Artificial Fill Fill and possible fill soils were encountered at the ground surface at all of the boring locations. Artificial fill soils, extending to depths of 2Y= to 6Y,t feet, generally consist of loose to medium dense silty fine to medium sands, fine sandy silts, and fine to medium sands with trace to little fine gravel content. Most of the fill soils possess trace amounts of debris, including asphalt, concrete, and plastic fragments. These soils also possess a disturbed appearance, resulting Intheirclassificationasfill. Additional soils. classified as possible fill were encountered to depths of 5 to 71/2 feet, and generally- consist of loose to medium dense silty fine sands and fine sandy silts. These soils exhibited characteristics of both the fill and underlying alluvial soils with no observed debris content. These soils also possess a somewhat disturbed appearance, resulting in theirclassificationasfill. SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 5 Alluvium The native soils encountered at this site consist of alluvial sands and silts. The alluvial soils extending from beneath the fill and possible fill soils generally consist of loose to dense silty fine sands, fine to medium sands, and.occasional fine sandy silts. The upper 5 to 8t feet of the alluvial soils are generally loose. The alluvial soils extend to depths of at least 50f feet, the maximum depth of our borings. Groundwater No free water was encountered during the drilling of any of the twelve borings. In addition, delayed readings taken within the open boreholes did not identify any free water. Based on the lack of any water within the borings and the moisture contents of the recovered soil samples, the static groundwater table is considered to have existed at depth in excess of 50t feet at the time of the subsurface exploration. As noted in a subsequent section of this report, the depth to the historic high groundwater table in the area of the site is greater than 50t feet. SOUTHERN CALIFORNIA GEOTECHNICAL Retail Development —Lake Elsinore, CA Project No. 066235 -1 Page 6 5.0 LABORATORY TESTING The soil samples recovered from the subsurface exploration were returned to our laboratory forfurthertestingtodetermineselectedphysicalandengineeringpropertiesofthesoils. The tests are briefly discussed below. It should be noted that the test results are specific to the actual samples tested, and variations could be expected at other locations and depths. Classification All recovered soil samples were classified using the Unified Soil Classification System (USCS), in accordance with ASTM D -2488. Field identifications were then supplemented with additional visual classifications and /or by laboratory testing. The USCS classifications are shown graphically on the Boring Logs and are periodically referenced throughout this report. In -situ Density and Moisture Content The density has been determined for selected relatively undisturbed ring samples. ThesedensitiesweredeterminedingeneralaccordancewiththemethodpresentedinASTMD -2937. The results are recorded as dry unit weight in pounds per cubic foot. The moisture contents are determined in accordance with ASTM D -2216, and are expressed as a percentage of the dryweight. These test results are presented on the Goring Logs. Consolidation Selected soil samples have been tested to determine their consolidation potential, in accordance with ASTM D -2435. The testing apparatus is designed to accept either natural or remolded samples in a one -inch high ring, approximately 2.416 inches in diameter. Each sample is then loaded incrementally in a geometric progression and the resulting deflection is recorded at selected time intervals. Porous stones are in contact with the top and bottom of the sample to permit the addition or release of pore water. The samples are typically inundated with water at an intermediate load to determine .their potential for collapse or heave. The results of the consolidation testing are plotted on Plates C -1 through C -12 in Appendix C of this report. Maximum Dry Density and Optimum Moisture Content A representative bulk sample has been tested for its maximum dry density and optimum moisture content. The result has been obtained using the Modified Proctor procedure, per ASTM D -1557 and is identified on Plate C -13 in Appendix C of this report. These tests are generallyusedtocomparethein -situ densities of undisturbed field samples, and for later compaction testing. Additional testing of other soil types or soil mixes may be necessary at a later date. Grain Size Analysis Limited grain size analyses have been performed on several selected samples, in accordancewithASTMD -1140. These samples were washed over a #200 sieve to determine the percentage of fine- grained material in each sample, which is defined as the material which SOUTHERN Retail Development -lake Elsinore, CACALIFORNIAProjectNo. 06G235 -1GEOTECHNICALPage7 passes the #200 sieve. The weight of the portion of the sample retained on each screen is recorded and the percentage finer or coarser of the total weight is calculated. The results of these tests are presented on the boring logs. Expansion Index The expansion potential of the on -site soils was determined in general accordance with Uniform Building Code (UBC) Standard 18 -2. The testing apparatus is designed to accept a 4 -inch diameter, 1 -in high, remolded sample. The sample is initially remolded to 50t 1 percent saturation and then loaded with a surcharge equivalent to 144 pounds per square foot. The sample is then inundated with water, and allowed to swell against the surcharge. The resultant swell or consolidation is recorded after a 24 -hour period. The results of the EI testing are asfollows: Sample Identification Expansion Index Expansive Potential B -3 @ 0 to 5 feet 5 Very Low 0 -11 @ 0 to 5 feet 0 Very Low Soluble Sulfates Representative samples of the near - surface soils were submitted to a subcontracted analytical laboratory for determination of soluble sulfate content. Soluble sulfates are naturally present in soils, and if the concentration is high enough, can result in degradation of concrete which comes into contact with these soils. The result of the soluble sulfate testing is presented below, and isdiscussedfurtherinasubsequentsectionofthisreport. Sample Identification Soluble Sulfates ( %) UBC Classification B -1 @ 0 to 5 feet 0.020 Negligible B -3@ 0 to 5 feet <0.001 Negligible SOUTHERN Retail Development -Lake Elsinore, CACALIFORNIA Project No. 066235 -1 CEOTECHNICAL Page 8 6.0 CONCLUSIONS AND RECOMMENDATIONS Based on the results of our field exploration, laboratory testing and geotechnical analysis, the proposed development is considered feasible from a geotechnical standpoint. The recommendations contained in this report should be taken into the design, construction, and grading considerations. The recommendations are contingent upon all grading and foundation construction activities being monitored by the geotechnical engineer of record. The Grading Guide Specifications, included as Appendix D, should be considered part of this report, and should be incorporated into the project specifications. The contractor and /or owner of the development should bring to the attention of the geotechnical engineer any conditions that differ from those stated in this report, or which may be detrimental for the development. 6.1 Seismic Design Considerations The subject site is located in an area which is subject to strong ground motions due to earthquakes. The performance of a site specific seismic hazards analysis was beyond the scope of this investigation. However, numerous faults capable of producing significant ground motions are located near the subject site. Due to economic considerations, it is not generally considered reasonable to design a structure that is not susceptible to earthquake damage. Therefore, significant damage to structures may be unavoidable during large earthquakes. The proposed structure should, however, be designed to resist structural collapse and thereby provide reasonable protection from serious injury, catastrophic property damage and loss of life. Faulting and Seismicity Research of available maps indicates that the subject site is not located within an Alquist - Priolo Earthquake Fault Zone: Therefore, the possibility of significant fault rupture on the site is considered to be low. However, the site is in relative close proximity to an earthquake fault zone located northwest of the site), as designated by the California Geological Survey (CGS). Although the site is not located within the Alquist - Priolo Earthquake Fault Zone, the site will be subject to very strong ground motions in the event of an earthquake on the Elsinore -Glen IvyFault., The seismic design parameters presented in the following section of this report reflect the proximity of the Elsinore -Glen Ivy Fault. Seismic Design Parameters The proposed development must be designed in accordance with the requirements of the latest edition of the Uniform Building Code (UBC) or the California Building Code (CBC), whichever is applicable. The UBC /CBC provides procedures for earthquake resistant structural design that include considerations for on -site soil conditions, seismic zoning, occupancy, and the configuratiori of the structure including the structural system and height. The seismic design parameters presented below are based on the seismic zone, soil profile, and the proximity ofknownfaultswithrespecttothesubjectsite. SOUTHERN Retail Development –Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAI Page 9 The 1997 UBC /2001 CBC Design Parameters have been generated using UBCSEIS, a computer program published by Thomas F. Blake (January 1998). The table below is a compilation of the data provided by UBCSEIS, and represents the largest design values presented by each type of fault. A copy of the output generated from this program is included in Appendix E of this report. A copy of the Design Response Spectrum, as generated by UBCSEIS is also included in Appendix E. Based on this output, the following parameters may be utilized for the subject site: Nearest Type A Fault: Nearest Type B Fault: Soil Profile Type: Seismic Zone Factor (Z): Seismic Coefficient (Ca): Seismic Coefficient (CV): Near - Source Factor (N,) Near - Source Factor (N.) San Jacinto -Anza (43 km) Elsinore -Glen Ivy (2 km) SO 0.40 0.56 1.0 1.6 The design procedures presented by the UBC and CBC are intended to protect life safety. Structures designed using these minimum design procedures may experience significant cosmetic damage and serious economic loss. The use of more conservative seismic design parameters would provide increased safety and a lower potential for cosmetic damage and economic loss during a large seismic event. Ultimately, the structural engineer and the project owner must determine what level of risk is acceptable and assign appropriate seismic values to be used in the design of the proposed structures. Ground Motion Parameters As part of the liquefaction analysis performed for this study, we have generated a site specific peak ground acceleration, as required by CDMG Special Publication 117. This probablistic analysis was performed using FRISKSP v4.00, a computer program published by Thomas F. Blake (2000). FRISKSP estimates probablistic seismic hazards using three - dimensional faults as earthquake sources. The program uses a seismotectonic source model, published by the California Division of Mines and Geology (CDMG), to estimate seismic hazards at the subject site. The program originated from the original FRISK program (McGuire, 1978) published by the United States Geological Survey. FRISKSP generates site specific ground motion data based on generalized soil conditions (soil or bedrock), site location relative to nearby faults, accepted attenuation relationships, and other assumptions made by the geotechnical engineer. The attenuation relationships used by FRISKSP include one standard deviation measure of uncertainty. The ground motions are also weighted to a standard 7.5 magnitude earthquake. This weighting is due to the fact that earthquakes of lower magnitudes result in fewer cycles of strong ground motion than those of higher magnitudes. The magnitude weighting relationship used by our analysis is described by Idriss (1997) as presented in the proceedings of the NCEER Workshop (Youd and Idriss, 1996). The peak ground acceleration at the site was determined using an appropriate attenuation relationship (Sadigh, et al.,1997) using parameters for a "deep soil" site, which is considered appropriate for the subject site. Appendix E of this report contains the peak acceleration results, in graphical form. The graphical output consists of four plots: a probability of exceedence plot SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 10 for 25, 50, 75 and 100 year return periods; and an average return period vs. peak acceleration plot, for both magnitude weighted (M = 7.5) and unweighted analyses. The UBC requires that the selected return period should have at least a 10 percent chance of exceedence in 50 years, which is equal to a 975 -year return period. Based on the plots included in Appendix E, this would be 0.52g for the subject site, weighted to a magnitude 7.5 earthquake. Appendix E also contains the tabulated results of the FRISKSP analysis. Liquefaction Liquefaction is the loss of the strength in generally cohesionless, saturated soils when the pore - water pressure induced in the soil by a seismic event becomes equal to or exceeds the overburden pressure. The primary factors which influence the potential for liquefaction include groundwater table elevation, soil type and grain size characteristics, relative density of the soil, initial confining pressure, and intensity and duration of ground shaking. The depth within which the occurrence of liquefaction. may impact surface improvements is generally identified as the upper 50 feet below the existing ground surface. Liquefaction potential is greater in saturated, loose, poorly graded fine sands with a mean (dso) grain size in the range of 0.075 to 0.2 mm Seed and Idriss, 1971). Clayey (cohesive) soils or soils which possess clay particles d<0.005mm) in excess of 20 percent (Seed and Idriss, 1982) are generally not considered to be susceptible to liquefaction, nor are those soils which are above the historic static groundwater table. The seismic hazards map associated with the Elsinore Area Plan, part of the Riverside County General Plan, indicates that the site is located within an area that is mapped as having very high liquefaction susceptibility. Based on this mapping, a portion of this investigation was focused on determining the liquefaction potential of the on -site soils. The liquefaction analysis was conducted in accordance with the requirements of Special Publication 117 (CDMG, 1997), and currently accepted practice (SCEC, 1997). The liquefaction potential of the subject site was evaluated using the empirical method originally developed by Seed, et al. (Seed and Idriss 1971). This method predicts the earthquake- induced liquefaction potential of the site based on a given design earthquake magnitude and peak ground acceleration at the subject site. This procedure essentially compares the cyclic resistance ratio CRR) [the cyclic stress ratio required to induce liquefaction for a cohesionless soil stratum at a. given depth] with the earthquake - induced cyclic stress ratio (CSR) at that depth from a specified design earthquake (defined by a peak ground surface acceleration and an associated earthquake moment magnitude). The current version of a generally accepted baseline chart (Youd and Idriss, 1997) is used to determine CRR as a function of the corrected SPT N -value (N1)60• -The factor of safety against liquefaction is defined as CRR/CSR. Guidelines to determine the appropriate factor of safety against liquefaction have been presented as Table 7.1 of the SCEC publication, "Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines- for Analyzing and Mitigating Liquefaction in California." This table is reproduced below: FACTORS OF SAFETY FOR LIQUEFACTION HAZARD ASSESSMENT Consequence of Liquefaction (Nl)¢q (clean sand) Factor of Safety SOUTHERN Retail Development -take Elsinore, CA CALIFORNIA Project No. 06=235 -1 GEOTECHNICAL Page 11 Settlement 15 1.1 30 1.0 Surface Manifestations 15 1.2 30 1.0 Lateral Spread 15 1.3 30 1.0 The liquefaction analysis procedure is tabulated on the spreadsheet forms included in Appendix F of this report. The liquefaction analyses were performed for Borings B -1 and B -2 which were drilled to depths of 50± feet. The liquefaction potential of the site was analyzed utilizing a maximum peak site acceleration of 0.52g for a magnitude 7.5 seismic event. Research of available resources was performed in order to determine historic groundwater levels at or near the site. The California Department of Water Resources had no well data for the site or the immediate vicinity. The Cooperative Well Measuring Program of the San Bernardino Valley Municipal Water District/Western Municipal Water District indicated some wells within Section 35 of Township 5 South, Range 5 West, with historic ground water depths of 50 to 100± feet. The specific locations of these wells are not provided with the data. Based on these wellsbeinglocate within Section 35, the maximum distance to these wells would be 1 mile. However, based on the ground surface-elevations of the wells, relative to surrounding topography these wells are assumed to be located southwest of the subject site (closer to Lake Elsinore), at an elevation approximately 50 feet lower than the subject site. The groundwater level of 40 feet utilized in the analyses is therefore considered to be appropriately conservative based on the observed conditions and with respect to historic high groundwater elevations. If liquefiable soils are identified, the potential settlements that could occur as a result of liquefaction are determined using the procedure developed by Tokimatsu and Seed (1987). This procedure uses the induced cyclic stress ratio, the corrected N -value and the earthquake magnitude to determine the expected volumetric strain of saturated sands subjected to earthquake shaking. This analysis is also documented on the spreadsheet included in Appendix F. Conclusions and Recommendations The results of the liquefaction analysis have identified potentially liquefiable soils at Boring No. B -2. The potentially liquefiable soils were Identified at a depth of 40 to 42± feet. Soils which are located above the historic groundwater table, or possess factors of safety In excess of 1.1 are considered non - liquefiable. Settlement analyses were conducted for each of the potentiallyliquefiablestrata. Based on the settlement analyses (also tabulated on the spreadsheets in Appendix F) a total dynamic - (liquefaction induced) settlement of less than 1 /2± inch could be expected at B -2. Based on guidelines presented in Recommended Procedures for Implementation of DMG Special Publication 117 (SCEC, 1997) the differential settlements are estimated to be one -half to two - thirds of -the total settlement, or 1/4 to 3 /s± inches. The estimated differential settlements can be assumed to occur across a distance of 50± feet, indicating an angular distortion of less than 0.001 inches per inch. Such settlements are considered to be within the structural tolerances of 500HERN Retail Development -Lake Elsinore, CA CALIFORNIA Protect No. 066235 -1 GEOTECHNICAL Page 12 1 a typical building supported on a conventional shallow foundation system with increased slab thickness and reinforcement. However, it should be noted that minor to moderate repairs, including repair of damaged drywall and stucco, etc., could be required after the occurrence of liquefaction- induced settlements. 6.2 Geotechnical Design Considerations General The subject site is generally underlain by low strength fill soils extending to depths of 2Y: to 6Y2t feet and possible fill soils extending to depths of 5 to 71/2t feet. The upper 5 to 8f feet of the alluvial soils also possess. relatively low strengths. All of these near surface soils indicate unfavorable collapse characteristics. Based on the variable strengths, and the lack of any documentation regarding placement or compaction of the fill soils, they are considered to represent undocumented fill. They are therefore not considered suitable for support of the proposed structures. Furthermore, based on the liquefaction potential of the on -site soils, it is recommended that a new layer of structural fill be placed beneath the foundations and floor slabs of the new structure, to provide additional rigidity and thereby reduce the potential for excessive differential seismic settlement. Based on these considerations, it is recommended that remedial grading be performed within the new building areas in order to provide a subgrade suitable for support of the foundations and floor slabs of the new structures. Settlement The results of the consolidation /collapse testing indicate that the near surface fill and alluvial soils possess a moderate potential for collapse when exposed to moisture infiltration, and a moderate potential for consolidation when exposed to load increases in the range of those that will be exerted by the foundations of the proposed structures, and will be removed during remedial grading. Following completion of the recommended grading, the post - construction settlements that could occur due to the near - surface soils are expected to be within the structural tolerances of the proposed buildings. Expansion The near - surface on -site soils generally consist of silty sands. Expansion index tests indicate that representative samples of these materials possess very low expansion potentials (EI = 0 to 5). The foundation and floor slab design recommendations contained within this report are made'in consideration of the expansion index test results. It is recommended that additional expansion index testing be conducted at the completion of rough grading to verify the expansion potential of the as- graded building pads. SOUTHERNMOWN GEOTECHNICAL Retail Development —Lake Elsinore, CA Project No. 06G235 -1 - Page 13 Soluble Sulfates The results of the soluble sulfate testing indicate that the selected samples of the on -site soils contain negligible concentrations of soluble sulfates, in accordance with UBC /CBC and Portland Cement Association (PCA) guidelines. Therefore, specialized concrete mix designs are not considered to be necessary, with regard to sulfate protection purposes. It is, however, recommended that additional soluble sulfate testing be conducted at the completion of rough grading to verify the soluble sulfate concentrations of the soils which are present at pad grade within the building areas. Shrinkage /Subsidence Based on the results of the laboratory testing, removal and recompaction of the near - surface undocumented fill soils and native alluvium is estimated to result in an average shrinkage of 10 to 15 percent. Minor ground subsidence is expected to occur in the soils below the zone of removal, due to settlement and machinery working. The subsidence is estimated to be 0.1 feet. This estimate is based on previous experience and the subsurface conditions encountered at the boring locations. The actual amount of subsidence is expected to be variable and will be dependant on the type of machinery used, repetitions of use, and dynamic effects, all of which are difficult to assess precisely. Grading and Foundation Plan Review No detailed grading plans or foundation plans were available at the time of this report. It is recommended that once preliminary copies of these plans are developed, they be provided to our office for review. Based on the results of this review, some modifications to the recommendations contained herein may be warranted. 6.3 Site Grading Recommendations The grading recommendations presented below are based on the subsurface conditions encountered at the boring locations and our understanding of the proposed development. We recommend that all grading activities be completed in accordance with they Grading Guide Specifications included as Appendix D of this report, unless superseded by site specific recommendations presented below. Site Stripping and Demolition Initial site preparation should consist of removal of any vegetation as well as any soils which possess significant organic content. Based on conditions at the time of our subsurface exploration, site stripping is expected to be minimal. The actual extent of site stripping should be determined in the field by the geotechnical engineer, based on the organic content and the stability of the materials encountered. SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 GEOTECHNICAL Page 14 Treatment of Existing '.;oils: Building Pads It is recommended that remedial grading be performed within the proposed building areas to remove the existing undocumented fill soils, to mitigate the consolidation potential of the near surface soils, and to reduce the potential effects of liquefaction- induced differential settlements. During the initial phases of remedial grading, the existing undocumented fill soils should be removed in their entirety. Based on conditions encountered at the boring locations, these materials extend to depths of 21/2 to 61/2± feet. It is also recommended that the overexcavation extend to a depth of at least 5 feet below proposed building pad grade and to a depth of at least 5 feet below existing grade, in order to provide a uniform blanket of compacted fill. Additional overexcavation should be performed within the foundation influence zones. The overexcavation depths should be sufficient to provide at least 3 feet of compacted fill below the proposed foundation bearing grades. The excavation area should extend at least 5 feet beyond the building perimeters. The excavation of the foundation influence zones should extend at least 5 feet outside the limits of the footings. If the proposed structures incorporate any exterior columns (such as for a canopy or overhang) the area of overexcavation should also encompass these areas. Following completion of the overexcavation, the subgrade soils within the building areas should be evaluated by the geotechnical engineer to verify their suitability to serve as the structural fill subgrade, as well as to support the foundation loads of the new structures. This evaluation should also include proofrol ling, with a heavy rubber -tired vehicle to identify any soft, loose or otherwise unstable soils that must be removed. Finally, the exposed overexcavation subgrade soils, within the building pad areas should be scarified to a depth of at least 12 inches, thoroughly moisture conditioned to 2 to 4 percent above optimum, and recompacted to at least 90 percent of the ASTM D -1557 maximum dry density. Treatment of Existing Soils: Parking and Drive Areas Based on economical considerations, removal and replacement of the existing undocumented fill is not considered warranted within the proposed parking and drive areas. subgrade preparation in the new parking and drive areas should initially consist of removal of all soils disturbed during stripping and demolition operations. The geotechnical engineer should then evaluate the subgrade to identify any areas of additional unsuitable soils. The subgrade soils should then be scarified to a depth of 12f inches, moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 90 percent of the ASTM D -1557 maximum dry density. Based on the presence of variable strength fill soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower strength, unsuitable soils. - The geotechnical engineer should evaluate the subgrade to identify any areas of additional unsuitable soils. The subgrade soils should then be scarified to a depth of 12t Inches, moisture conditioned to within 2 to 4 percent above optimum moisture content, and recompacted to at SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 15 least 90 percent of the ASTM D -1557 maximum .dry density. Based on the presence of undocumented fill soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower. strength, unsuitable soils. The grading recommendations presented ,above for the proposed parking and drive areas assume that the owner and /or developer can tolerate minor amounts of settlement within the proposed parking areas. The grading recommendations presented above do not completely mitigate the extent of collapsible native soils and undocumented fill in the parking areas. As such, settlement and associated pavement distress could occur. Typically, repair of such distressed areas involves significantly lower costs than completely mitigating these soils at the time of construction. If the owner cannot tolerate the risk of such settlements, the parking and drive areas should be graded in a manner similar to that described for the building areas. Treatment of Existing Soils: Retaining Walls and Site Walls The existing soils within the areas of any proposed retaining walls should be overexcavated to a depth of 3. feet below foundation bearing grade and replaced as compacted structural fill, as discussed above for the proposed building pads. The foundation subgrade soils in areas of non - retaining site walls should be overexcavated to a depth of at least 1 foot below proposed foundation bearing grade. In both cases, the overexcavation subgrade soils should be evaluated by the geotechnical engineer prior to scarifying, moisture conditioning and recompacting the upper 12 inches of exposed subgrade soils. The previously excavated soils may then be replaced as compacted structural fill. Foundation subgrade soils in areas_ of non - retaining site walls should be scarified, moisture conditioned and recompacted. Fill Placement Fiil-soils should be placed in thin (6± inches), near - horizontal lifts, moisture conditioned to 2 to 4 percent above optimum moisture content, and compacted. - On -site soils may be used for fill provided they are cleaned of any debris to the satisfaction of the geotechnicaf engineer. All grading and fill placement activities should be completed in accordance with the requirements of the Uniform Building Code, the California Building Code, and the requirements of the City of Lake Elsinore. All fill soils should be compacted to at least 90 percent of the ASTM D -1557 maximum drydensity. Fill soils should be well mixed. In accordance with the standard Rite Aid specifications, the upper 12 inches of the building pad subgrade soil should be compacted to at least 95 percent of the ASTM D -1557 maximum dry density. Compaction tests should be performed periodically by the geotechnical engineer as random verification of compaction and moisture content. These tests are intended to aid the contractor. Since the tests are taken at discrete locations and depths, they may not be indicative of the entire fill and therefore should not relieve the contractor of his responsibilitytomeetthejobspecifications. SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNIC.AL Page 16 Imported Structural Fill All imported structural fill should consist of low to very low, well - graded soils. Additional specifications for structural fill are presented in the Grading Guide Specifications, included as Appendix D. In accordance with the Rite Aid specifications, all imported structural fill should consist of the following soil classification groups, per ASTM D -2487. GW -Well graded gravels GP- poorly graded gravels GM -silty gravels SW -well graded sands SP- poorly graded sands The imported fill materials should be free of rock or gravel thicker than 2 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious materials. Although not indicated in the Rite Aid specifications, the use of silty sands (SM) is also considered suitable, provided that they comply with the expansion index specifications presented in the above referenced geotechnical report. Utility Trench Backfll In general, all utility trench backfill should be compacted to at least 90 percent of the ASTM D- 1557 maximum dry density. As an alternative, clean sand (minimum Sand Equivalent of 30) may be placed within trenches and flooded in place. Compacted trench backfill sho6M- conform to the requirements of the local grading code, and more restrictive requirements may be indicated by the City of Lake Elsinore.,-The geotechnical engineer should witness all utility trench backfills. The trench backfill soils should be compaction tested where possible; probed and visually evaluated elsewhere. Utility trenches which parallel a footing, and extending below a 1h:1v plane projected from the outside edge of the footing should be backfilled with structural fill soils, compacted to at least 90 percent of the ASTM D -1557 standard. Sand or pea gravel backfill should not be used for these trenches. 6.4 Construction Considerations Moisture Sensitive Subgrade Soils Most of the near surface soils possess appreciable silt content, and therefore will become unstable if exposed to significant moisture infiltration or disturbance by construction traffic. Due to their granular content, these soils will also be susceptible to erosion if exposed to flowing water.. The site should, therefore, be graded to prevent ponding of surface water and to prevent water. from running into excavations. SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 GEOTECHNICAL Page 17 Groundwater Groundwater was not observed within the exploratory borings and it is not expected that groundwater will impact the proposed grading or foundation construction activities. Excavation Considerations The near surface alluvial soils generally consist of silty sands. These materials are expected to be subject to caving within shallow excavations. Where caving occurs within shallow excavations, Flattened excavation slopes (1.5h:ly maximum, on a preliminary basis), may be sufficient to provide excavation stability. Deeper excavations may require some form of external stabilization such as shoring or bracing. Maintaining adequate moisture content within the near - surface soils will improve excavation stability. All excavation activities on this site should be conducted in accordance with Cal -OSHA regulations. Expansive Soils Based on classification of the on -site soils, they are considered to possess very low expansion potentials. However, provisions should be made to limit the potential for surface water to penetrate the soils immediately adjacent to the structures. These provisions should include directing surface runoff into rain gutters and area drains, reducing the extent of landscaped areas around the structures, and sloping the ground surface away from the buildings. Other provisions, as determined by the civil engineer may also be appropriate. 6.5 foundation Design and Construction Based on the preceding grading recommendations, it is assumed that the new building pads will be underlain by structural fill soils used to replace the existing ill and possible fill soils. The new structural fill soils are expected to extend to a depth of at least 5 feet below proposed building pad subgrade elevation, and at least 3 feet below foundation bearing grade. Based on this subsurface profile, and based on the design considerations presented in Section 6.1 of this report, the proposed buildings may be supported on shallow foundation systems. Foundation Design Parameters New square and rectangular footings may be designed as follows: Maximum, net allowable soil bearing pressure: 2,500 Ibs /ft2. Minimum wall /column footing width: 14 inches /24 inches. Minimum longitudinal steel reinforcement within strip footings: Four (4) No. S rebars (2 top and 2 bottom). Minimum foundation embedment: 12 inches into suitable structural fill soils, and at least 18 inches below adjacent exterior grade. Interior column footings may be placed immediately beneath the Floor slab. SOUTHERN Retail Development —lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECNNICAL Page I8 It is recommended that the perimeter building foundations be continuous across all exterior doorways. Any flatwork adjacent to the exterior doors should be doweled into the perimeter foundations in a manner determined by the structural engineer. The allowable bearing pressures presented above may be increased by 1/3 when considering short duration wind or seismic loads. The minimum steel reinforcement recommended above is based on standard geotechnical practice, given the magnitude of predicted seismically- induced settlements, and the structure type proposed for this site. Additional rigidity may be necessary for structural considerations, or to resist the effects of the seismically- induced differential settlements discussed in_Section 6.1. The actual design of the foundations should be determined by the structural engineer. Foundation Construction The foundation subgrade soils should be evaluated at the time of overexcavation, as discussed in Section 6.3 of this report. It is further recommended that the foundation subgrade soils be . evaluated by the geotechnical engineer immediately prior to steel or concrete placement. Soils suitable for direct foundation support should consist of newly placed structural fill, compacted to at least 90 percent of the ASTM D -1557 maximum dry density. Any unsuitable materials should be removed to a depth of suitable bearing compacted structural fill, with the resulting excavations backfilled with compacted fill soils. As an alternative, lean concrete slurry (500 to 1,500 psi) may be used to backfill such isolated overexcavations. The foundation subgrade soils should also be properly moisture conditioned to 2 to 4 percent above the Modified Proctor. optimum, to a depth of at least 12 inches below bearing grade. Since it is typically not feasible to increase the moisture content of the floor slab and foundation subgrade soils once rough grading has been completed, care should be taken to maintain the moisture content of the building pad subgrade soils throughout the construction process. Estimated Foundation Settlements Post - construction total and differential settlements of shallow foundations designed and constructed in accordance with the previously presented recommendations are estimated to be less than 1.0 and 0.5 inches, respectively, under static conditions. Differential movements are expected to occur over a 30 -foot span, thereby resulting in an angular distortion of less than 0.002 inches per inch. These settlements are in addition to the liquefaction- induced settlements previously discussed in Section 6.1 of this report. Lateral Load Resistance Lateral load resistance will be developed by a combination of friction acting at the base of foundatiohs and slabs and the passive earth pressure developed by footings below grade. The following friction and passive pressure may be used to resist lateral forces: Passive Earth Pressure: 300 Ibs /ft3 Friction Coefficient: 0.30 SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 06G23S -1 GEOTECHNICAL Page 19 These are allowable values, and include a factor of safety. When combining friction and passive resistance, the passive pressure component should be reduced by one - third. These values assume that footings will be poured directly against suitable compacted structural fill. The maximum allowable passive pressure is 2500 ibs /ftz. 6.6 Floor Slab Design and Construction Subgrades which will support new floor slabs should be prepared in accordance with the recommendations contained in the Site Grading Recommendations section of this report. Based on the anticipated grading which will occur at this site, and based on the design considerations presented in Section 6.1 of this report, the floors of the proposed structures may be constructed as conventional slabs -on -grade supported on newly placed structural fill, extending to a depth of at least 5 feet below finished pad grade. Based on geotechnical considerations, the floor slabs may be designed as follows: Minimum slab thickness: 4%z inches. Minimum slab reinforcement: Minimum slab reinforcement: No. 4 bars at 18 inches on- center, in both directions due to liquefaction potential. The actual Floor slab reinforcement should be determined by the structural engineer, based on the imposed loading. Slab underlayment: 10 -mil vapor barrier, overlain by 2 inches of clean sand. Where moisture sensitive floor coverings are not anticipated, the vapor barrier and 2 -inch layer of sand may be eliminated. Moisture condition the floor slab subgrade soils to 2 to 4 percent above the Modified . - ...p .._ Proctor optimum moisture content, to a depth of 12 inches. The moisture content of the floor slab subgrade soils should be verified by the geotechnical engineer within 24 hours prior to concrete placement. Proper concrete curing techniques should be utilized to reduce the potential for slab. curling or the formation of excessive shrinkage cracks. The actual design of the floor slabs should be completed by the structural engineer to verify adequate thickness and reinforcement. The steel reinforcement recommendations presented above are based on standard geotechnical practice, given the magnitude of predicted liquefaction- induced settlements, and the structure type proposed for this site. Additional rigidity may be necessary for structural considerations, or to resist the effects of the seismically - induced differential settlements discussed in Section 6.1. 6.7 Trash Enclosure Design Parameters The site plan provided to our office indicates that the proposed development will include a trash enclosure. It is expected that the trash enclosure as well as the approach slab will be subjected to relatively heavy wheel loads, imposed by trash removal equipment. SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAt Page 20 The subgrade soils in the area of the trash enclosure and the approach slab should be prepared in accordance with the recommendations for the parking areas, presented in Section 6.3 of this report. As such, it is expected that the trash enclosure will be underlain by structural fill soils, extending to a depth of 1 foot below proposed subgrade elevation. Based on geotechnical considerations, the following recommendations are provided for the design of the trash enclosure and the trash enclosure approach slab: The trash enclosure may consist of a 6 -inch thick concrete slab incorporating a perimeter footing or a turned down edge, extending to a depth of at least 12 inches below adjacent finished grade. If the trash enclosure will Incorporate rigid walls such as masonry block or tilt -up concrete, the perimeter foundations should be designed in accordance with the recommendations previously presented in Section 6.5 of this report. Reinforcement within the trash enclosure slab should consist of at least No. 3 bars at 18- inches on- center, in both directions. The trash enclosure approach slab should be constructed of Portland cement concrete, at least 6 inches in thickness. Reinforcement within the approach slab should consist of at least No. 3 bars at 18- inches on- center, in both directions. The trash enclosure and approach slab subgrades should be moisture conditioned to 2 to 4 percent above the optimum moisture content to a depth of 12 inches. The trash enclosure slab and the approach slab should be structurally connected, to reduce the potential for differential movement between the two slabs. The actual design of the trash enclosure and the trash enclosure approach slab should be completed by the structural engineer to verify adequate thickness and reinforcement. 6.8 Retaining Wall Design and Construction '- The site plan provided to our office does not indicate any retaining walls as part of the proposed development. However, in the event that retaining walls may be required, the following recommendations for retaining wall construction have been provided. It is assumed that in the event that retaining walls will be required, they will be limited in height to 5} feet. The K . parameters recommended for use in the design of retaining walls at the subject site are presented below: Retaining Wall Design Parameters Based on the soil conditions encountered at the boring locations, the following parameters may be used in the design of new retaining walls for this site. We have provided parameters for two different types of wail backfill: on -site soils comprised of silty sands as well as imported select granular material. In order to use the design parameters for the imported select fill, this material must be placed within the entire active failure wedge. This wedge is defined as extending from SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA - Project No. 06G235 -1 GEOTECHNICAL Page 21 the base of the retaining wall upwards at an angle of approximately 60 degrees from the heel of the retaining wall). RETAINING WALL DESIGN PARAMETERS Design Parameter S oil T e Imported Aggregate Base Cn -Site Soils Internal Friction Angle 38° 300 Unit Weight 130 Ibs /ft' 125 Ibs /ft' Equivalent Fluid Pressure: Active Condition level backfill 31 Ibs /ft' 42 Ibs /ft' Active Condition 2h:ly backfill 43 Ibs /ft' 67 Ibs /ft' At -Rest Condition level backfill 50 Ibs /ft' 63 Ibs /ft' Regardless of the backfill type, the walls should be designed using a soil- footing coefficient of friction of 0.30 and an equivalent passive pressure of 300 Ibs /ft'. The structural engineer should in appropriate factors of safety in the design to the retaining walls. The active earth pressure may be used for the design of retaining walls that do not directly support structures or support soils that in turn support structures and which will be allowed to deflect. The at -rest earth pressure should be used for walls that will not be allowed to deflect such as those which will support foundation bearing soils, or which will support foundation loads directly. Where the soils on the toe side of the retaining wall are not covered by a "hard" surface such as a structure or pavement, the upper 1 foot of soil should be neglected when calculating passive resistance due to the potential for the material to become disturbed or degraded during the lifeofthestructure. Retaining Wall Foundation Design The retaining walls should be supported within newly placed compacted structural fill soils extending to at least 3 "feet below foundation bearing grade. Foundations to support new retaining walls should be designed In accordance with the general Foundation Design Parameters presented in a previous section of this report. Backfill Material It is recommended that a minimum 1 foot thick layer of free - draining granular material (less than 5 percent passing the No. 200 sieve) be placed against the face of the retaining walls. This material should extend from the top of the retaining wall footing to within 1 foot of the ground surface -on the back side of the retaining wall. This material should be approved by the geotechnical engineer. If the layer of free - draining material is not covered by an impermeable SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 22 surface, such as a structure or pavement, a 12 -inch thick layer of a low permeability soil should be placed over the backfill to reduce surface water migration to the underlying soils. The layer of free draining granular material should be separated from the backfill soils by a suitable geotextile, approved by the geotechnical engineer. All retaining wall backfill should be placed and compacted under engineering controlled conditions in the necessary layer thicknesses to ensure an in -place density between 90 and 93 percent of the maximum dry density as determined by the Modified Proctor test (ASTM D1557- 91). Care should be taken to avoid over - compaction of the soils behind the retaining walls, and, the use of heavy compaction equipment should be avoided. Subsurface Drainace As previously indicated, the retaining wall design parameters are based upon drained backfill conditions. Consequently, some form of permanent drainage system will be necessary in conjunction with the appropriate backfill material. Subsurface drainage may consist of either: A weep hole drainage system typically consisting of a series of 4 -inch diameter holes In the wall situated slightly above the ground surface elevation on the exposed side of the wall and at an approximate 8 -foot on- center spacing. A 4 -inch diameter perforated pipe surrounded by 2 cubic feet of gravel per linear foot of drain placed behind the wall, above the retaining wall footing. The gravel layer should be wrapped in a suitable geotextile fabric to reduce the potential for migration of fines. The footing drain should be extended to daylight or tied into a storm drainage system. 6.9 Pavement Design Parameters Site preparation in the pavement area should be completed as previously recommended in the Site Grading Recommendations section of this report. The subsequent pavement recommendations assume proper drainage and construction monitoring, and are based on either PCA or. CALTRANS design parameters for a twenty (20) year design period, However, these designs also assume a routine pavement maintenance program to obtain the anticipated 20 -year pavement service life. Pavement Subgrades It is anticipated that the new pavements will be primarily supported on a layer of compacted structural fill, consisting of scarified, thoroughly moisture conditioned and recompacted existing soils. The on -site soils generally consist of gravelly sands and silty sands. These soils are considered to possess good pavement support characteristics with estimated R- values of 35 to 45. Since R -value testing was not included in the scope of services for this project, the subsequent pavement design is based upon a conservatively assumed R -value of 35. Any fill material imported to the site should have support characteristics equal to or greater than that of the on -site soils and be placed and compacted under engineering controlled conditions. It is recommended that R -value testing be performed after completion of rough grading. Depending SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 066235 -1 GEOTECHNICAL Page 23 upon the results of the R -value testing, it may be feasible to use thinner pavement sections in some areas of the site. Asphaltic Concrete Presented below are the recommended thicknesses for new flexible pavement structures consisting of asphaltic concrete over a granular base. The pavement designs are based on the traffic indices (TI's) indicated. The client and /or civil engineer should verify that these TI's are representative of the anticipated traffic volumes. If the client and /or civil engineer determine that the expected traffic volume will exceed the applicable traffic index, we should be contacted for supplementary recommendations. The design traffic indices equate to the following approximate daily traffic volumes over a 20 year design life, assuming six operational traffic days per week. Traffic Index No. of Heavy Trucks per Da 4.0 0 5.0 1 6.0 3 For the purpose of the traffic volumes indicated above, a truck is defined as a 5 -axle tractor trailer unit with one 8 -kip axle and two 32 -kip tandem axles. All of the traffic indices allow for 1,000 automobiles per day. ASPHALT PAVEMENTS Materials Thickness (inches) Auto Parking TI = 4.0) Auto Drive Lanes TI = 5.0) Light Truck Traffic M = 6.0) Asphalt Concrete 3 3 31/2 Aggregate Base 3 5 61/2 Compacted Subgrade 12 12 12 The aggregate base course,should be compacted to at least 95 percent of the ASTM D -1557 maximum dry density. The asphaltic concrete should be compacted to at least 95 percent of the Marshall maximum density, as determined by ASTM D -2726. The aggregate base course may consist of crushed aggregate base (CAB) or crushed miscellaneous base (CMB), which is a recycled gravel, asphalt and concrete material. The gradation, R- Value, Sand Equivalent, and Percentage Wear of the CAB or CMB should comply with appropriate specifications contained in the current edition of the "Greenbook" Standard Specifications for Public Works Construction. Item 3.15A1 of the standard Rite Aid specifications indicates that the base course should be compacted to at least 95 percent of the ASTM D -1557 4254 relative density. The standard of practice in California is compact aggregate base course to at least 95 percent of the ASTM D- SOUTHERN Retail Development -Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 24 1557 maximum dry density. It is not recommended that a relative density compaction standard be used for the subject site, as this standard is unfamiliar to both grading contractors and geotechnical engineers. We recommend that all aggregate base course be compacted to at least 95 percent of the ASTM D -1557 maximum dry density, to incorporate the local standard of practice. Although not indicated on the specifications provided to our office, we understand that the standard Rite Aid specification calls for a pavement section consisting of 5 inches of Asphaltic concrete over 6 inches of Aggregate base. The recommended pavement thicknesses have r- therefore been revised to reflect the Rite Aid standards. The table presented below should be utilized at the subject site within the Rite Aid portion c the site. ASPHALT PAVEMENTS -RITE AID STANDARDS Thickness (inches) Materials Auto Parking Auto Drive Lanes Light Truck Traffic TI = S.0) TI =4.0 5.0 TI =6.0 Asphalt Concrete 5 5 5 Aggregate Base 6 6 6 Compacted Subgrade 95% minimum compaction) 12 12 12 Portland Cement Concrete The preparation of the subgrade soils within concrete pavement areas should be performed as previously described for proposed asphalt pavement areas. - The minimum recommended thicknesses for the Portland Cement Concrete pavement sections are as follows: PORTLAND CEMENT CONCRETE PAVEMENTS Thickness (inches) Materials Autos.Parking and Drive Lanes Light Truck Traffic TI = S.0) TI = 6.0) PCC 5 6 Compacted Subgrade 95% minimum com action 12 12 The-concrete should have a 28 -day co pressive strength of at least 3,000 psi. Reinforcing within all pavements should consist of at least heavy welded wire mesh (6x6- W2.9xW2.9 WWF) placed at mid - height in the slab. The maximum joint spacing within all of the PCC pavements is recommended to be equal to or less than 30 times the pavement thickness. SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 25 1 7.0 GENERAL COMMENTS This report has been prepared as an instrument of service for use by the client in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications. This report may be provided to the contractor(s) and other design consultants to disclose information relative to the project. However, this report is not intended to be utilized as a specification in and of itself, without appropriate interpretation by the project architect, structural engineer, and /or civil engineer. The reproduction and distribution of this report must be authorized by the-client and Sodthern- - California Geotechnical, Inc. Furthermore, any reliance on this report by an unauthorized third party is at such partys sole risk, and we accept no responsibility for damage or loss which may occur. The analysis of this site was based on a subsurface profile interpolated from limited discrete soil samples. While the materials encountered in the project area are considered to be representative of the total area, some variations should be expected between boring locations and sample depths.- If the conditions encountered during construction vary significantly from those detailed herein, we should be contacted immediately to determine if the conditions alter the recommendations contained herein. This report has been based on assumed or provided characteristics of the proposed development. It is recommended that the owner, client, architect, structural engineer, and civil engineer carefully review these assumptions to ensure that they are consistent with characteristics of the proposed development. If discrepancies exist, they should be brought to our attention to verify that they do not affect the conclusions and recommendations contained herein. We also recommend that the project plans and specifications be submitted to our office for review to verify that our recommendations have been correctly interpreted. The analysis, conclusions, and recommendations contained within this report have been promulgated in accordance with generally accepted professional geotechnical engineering practice. No other warranty is implied or expressed. SOUTHERN Retail Development —Lake Elsinore, CA CALIFORNIA Project No. 06G235 -1 GEOTECHNICAL Page 26 8.0 REFERENCES Blake, Thomas F., FRISKSP, A Computer Program for the Probabilistic Estimation of Peak Acceleration and Uniform Hazard Spectra Using 3 -D Faults as Earthquake Sources, Version 4.00, 2000. California Division of Mines and Geology (CDMG), "Guidelines for Evaluating and Mitigating Seismic Hazards in California," State of California, Department of Conservation, Division of Mines and Geology, Special Publication 117, 1997. National Research Council (NRC), "Liquefaction of Soils During Earthquakes," Committee on Earthquake Engineering National Research Council, Washington D. C., Report No. CETS -EE -001, 1985. Seed, H. B., and Idriss, 1. M., "Simplified Procedure for Evaluating Soil Liquefaction Potential using field Performance Data," Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, September 1971, pp. 1249 -1273. Sadigh, K., Chang, C. —Y., Egan, J. A., Makdisi. -F., Youngs, R. R., "Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data' Seismological Research Letters, Seismological Society of America, Volume 68, Number 1, January/ February 1997, pp. 180 -189.. Southern California Earthquake Center (SCEC), University of Southern California, "Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction in California," Committee formed 1997. Tokimatsu K., and Seed, H. B., "Evaluation of Settlements in Sands Due to Earthquake Shaking," Journal of the Geotechnical Engineering Division American society of Civil Engineers, Volume 113, No. 8, August 1987, pp. 861 -878. Tokimatsu, K. and Yoshimi, Y., "Empirical Correlations of Soil Liquefacdon Based on SPTN -value land fines Content 'Seismological Research Letters Eastern Section Seismological Society Of America, Volume 63, Number 1, p. 73. Youd, T. L. and Idriss, I. M. (Editors), "Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils," Salt Lake City, UT, January 5 -6 1996, NCEER Technical Report NCEER -97 -0022, Buffalo, NY. 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