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LAKESHORE DR 16491 (4c)
T_ t ,... w. .t _ V./DATE N - 2E _ DWG. O .. _ - , OWNER _ ARCHITECT!ENGINEER TITLE SHEET CB1 05.04-07 SYMBOLS LEGEND 13 AOOO E 0 A001 ADA GUIDELINES 19 A002 ADA GUIDELINES DRAWING LD.NUMBER COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DRAWING TITLE /fj FLOOR PLAN CIVIL FIXTURE PLAN /'1 DEPARTMENT OF ENVIRONMENTAL HEALTH c y " r SCALE: 1/4"=1'-0" �7he " sad oonstructionle0ui --.._ M.s......,__. ,. �,zs3_ za+s n�. Zpr ao ®CS COVER SHEET AND INDEX CB1 05-04-07 lalla:ion is approved. See anached conection sheet / , ® ALTA SURVEY DRAWING SCALE Approved -I ZY'� By - I�C101 SITE IMPROVEMENT PLAN CB1 05-04-07 `U SECTION . . . . . . . . . . . . . 3 his approval does not authorize the violation of any dT M S-102-Al aw,orolnariw,orotherregutation. MC102 GRADING&DRAINAGE PLAN C8105.04-07 SECTION I.D.ERE SECTION partners SHEET WHERESECER EI C104 EROSION CONTROL PLAN CB1 05-04-07 ' IS LOCATED ALL ELECTRICAL,PLUMBING,MECHANICAL,AND STRUCTURAL E1 C105 SITE UTILITY PLAN CB1 05.04-07 REPAIRS AND INSTALLATIONS SHALL BE DONE UNDER PERMIT E3 C106 SITE ILLUMINATION PLAN DETAIL . . . . . . . . . . . . . . 13 C201 SITE DETAILS LPL s-1oaA1-Al OROM��� EI C202 SITE DETAILS CB1 05-04-07 DETAIL I.D.NUMBER A OEPT OF BU1L NG AND SAFETY 2852 Kelvin Avenue a c2o3 SITE DETAILS SHEET WHERE SECTIONID ' IS LOCATED "A Y ty Irvine,CA 92614 AREA TO BE ENLARGED \ p artm t these plans b the Coun of Rry t retie Department of Environmental Health,does not relieve the �C204 SITE DETAILS C81 05-04-07 Engineer or the Architect of the responsibility for the EngiRAQQ753.7676 T ♦ LI01 LANDSCAPE PLAN C81 05-04-07 M DETAIL(ENLARGED) . . . . . �`-J� or Architectural design." 949.753.7678 F 13 L102 IRRIGATION PLAN CBI 05 04-07 s-toz Al \ ®L201 LANDSCAPING DETAILS ti DETAIL I.D.NUMBER STRUCTURAL � ,;� ., SHEET WHERE SECTION ners.COm �' `"�'�"'a "`-"' ' "' � '�`�~-�� IS LOCATEDHIS APPROVAL GRANTED BY H p S001 GENERAL STRUCTURAL NOTES O ELEVATION . . . . . . . . . . . D' �-,APA COUNTY OF RIVERSIDEs-1oz-A, EI S002 TYPICAL DETAILS CB1 OS-04-07 :, :RTMENT OF ENVIRONh1ENT0 HEALTH tVELEvaT1oN LD.NUMBER FCR ONE(1)YEAR FROM DATE OF AFPitOVAL EJ 5003 TYPICAL DETAILS CB1 OS-04-07 t e s n// SHEET WHERE SECTION -O-"N"`'�� aver"r " ^e IS LOCATED S101 FOUNDATION PLAN CB1 OS-04-07 d IS LOCATED HEIGHT ABOVE RITE Al CONTACT THE PLAN CHECKER FOR A PRELIMINARY BS102 MEZZANINE LEVEL FRAMING PLAN CBI 05-04-07 FINISHED FLOOR INSPECTION WHEN CONSTRUCTION IS APPROXIMATELY deelgn a "poet,... 17 S103 ROOF FRAMING PLAN CBI 05-04-07 M CEILING HEIGHT . . . . . . . 7-t- G0%COMPLETE.(BEFORE EQUIPMENT IS INSTALLED.) branding '"� H g 0 5201 STRUCTURAL DETAILS � DOOR NUMBER CORPORATION g"al p S202 STRUCTURAL DETAILS v DOOR . . . . . . . . . . . . . . . DESIGNATION THIS APPROVAL DOES NOT INCLUDE THE ae.lap ' -/� tide SUBSURFACE SEPTIC SYSTEM,GREASE INTERCEPTOR -vices 17 S203 STRUCTURAL SECTIONS CB1 05-04-07 OR OTHER WASTE DISPOSAL SYSTEM. OBTAIN :", 5204 STRUCTURAL SECTIONS Permanem WINDOW NUMBER CLEARANCE FROM APPROPRIATE AGENCY approved aialled d torwf O ,��� dashir a trial, e' F° I 5205 STRUCTURAL DETAILS WINDOW . . . . !e`5= DESIGNATION FOR YOUR WASTE DISPOSAL SYSTEM- a' tdrdra wnta9ad ar aA hand "daogremm a€ r STORE DEVELOPMENT =Sslforinspections.InspectionsshoWdt� ARCHITECTURAL " _ _ _ _ FINISH MATERIAL . . P-, FINISH DESIGNATION ledufad five(5)working days In advance . n .NE PLANE, 05-16-0 TRIM ONLY E--COMMENTS,IFAPPLICABLE 30 HUNTER LANE Al alador dom aid met roan 6" Ed A101 FIRST FLOOR AND MEZZANINE PLAN HD1 OS-16-07 muawaaY-ed3ing and Bghtaatlog. [IA102 WALL AND FLOOR FINISH PLAN HD1 05-16-07 wOTIFY THE PLAN CHECKER J�N 1iRIT..';�,,c - KEYEDNOTEDESIGNATION OFAMLCHANGESOR ALTERATIONS TO Hot .GA103 REFLECTED CEILING PLAN HD1 05-16-07 KEYED NOTES . . . . . . . . O�ON APPLICABLE SHEET CAMP HILL, PA 17011 PLANS AS ORIGINALLY APPROVED. MA104 "'-FIXTURE AND GRAPHICS PLAN El A105 ROOF PLAN FD1 05-18-07 (717) 761-2633 [1 A201 EXTERIOR ELEVATIONS FD1 05.18-07 L0 REVISIONS . . . . ADDENDUM NUMBER atlanta boston Chicago Columbus dallas los angeles miami Sacramento o A401 WALL SECTIONS AND DETAILS N -REVISED AREA CLOUDED 13 A402 WALL SECTIONS CB1 05.04-07 ELEVATION HEIGHT A403 WALL SECTIONS t EI A404 WALL SECTIONS CB1 05.04-07 ELEVATION HEIGHT . . . . . DEVELOPMENT CONTACTS �T.O.$.f�-_REFERi18CE P0',tiT EI A507 ROOF DETAILS M A502 EXTERIOR DETAILS CB1 05-04-07 EQUIPMENT . . . . . . . . . . . = DESIGG NATINATION-EOH 1 NUMBER M A503 EXTERIOR DETAILS w BUILDING: WATER FIRE: B A601 INTERIOR ELEVATIONS PCI 04-30-07 W WALL LEGEND . . . . . LOW(112)WALL(WOOD FRAMED) CITY OF LAKE ELSINORE ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT E7 A602 INTERIOR ELEVATIONS AND ENLARGED PLANS PCI 04-30-07 NEW LOW PARTITION, 150 SOUTH MAIN STREET 31315 CHANEY ST. 2300 MARKET STREET n ®A603 INTERIOR ELEVATIONS AND ENLARGED PLANS CB1 05.04-07 RE:A-Bo1 FOR PARTITION TYPES. LAKE ELSINORE,CA 92530 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 "ITY OF LAKE ELSINORE p A701 INTERIOR DETAILS O NEW FULL HEIGHT PARTITION, (951)674-3124 (951)674-3146 XT:8427 (951)955-4777 B U I l DING DIVISION ®A702 INTERIOR DETAILS RE:A-801 FOR PARTITION TYPES. NEW EXTERIOR WALL m A703 STAIR PLANS,SECTIONS AND DETAILS CB1 05-04-07 r A802 -��,,� .WINDOW TYPES r E A801 DOOR SCHEDULE,DETAILS AND PARTITION TYPES CB1 05-04-07 //�� ELECTRIC: HEALTH DEPT. NATURAL GAS PERMIT �� �(' U) I ® ti SOUTHERN CALIFORNIA EDISON RIVERSIDE COUNTY ENVIROMENTAL HEALTH SEMPRA UTILITIES M A803 FINISH MATERIAL MASONRY&STOREFRONT SCHEDULE HD1 05 16-07, a 26100 MENIFEE RD. 38740 SKY CANYON DRIVE 25620 JEFFERSON AVENUE HD1 PLUMBING W ROMOLAND,CA 92585 MURRIETA,CA92563 M U RRIETA,CA 92562Ik �, -�.-`-- mom_-� � "` � �•-""T V (951)928-8206 (951)461-0284 (909)335-7558 fl P101 SANITARY CONDENSATE AND PLAN HD1 05.16-07 aB- ./ CO P201 WATER AND GAS PLAN HD1 05-16-07 ■e e HD1 ' P202 PLUMBING ROUGH IN PLAN HD1 OS 16-07 - W n r 4 r ; MECHANICAL "` .::. r, . .. ... _... .. ;,,_ :,. _ I MECHANICAL PLAN ,:.. :INFORMATION .,_ - .,.. ... .GENERAL''PROJECT:NOTES �-..: ;-.. ._..� :/ . _. ,,., .. � >.F,�.3 _f., .. ...i. _:,. . :.:CODE _ ., ,; Q R; �1/ENDOR CONTACTS 119 M201 MECHANICAL DETAILS VENDOR COMPANY PRODUCT TYPE CONTACT CONTACT NUMBER 1. APPLICABLE CODES 1E M301 MECHANICAL SCHEDULES 1. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID VENDOR, ARMSTRONG FLOORNS BOB WILLIAMS 877-27&7876 EXT B943 BUILDING CBC 2001 FIRE:CFC 2001 - � " "- s` CORPORATION. 1ELECTRICAL - ".K a VENDOR 2 ARMSTRONG FLOORING TONY LAWSON 80&35&9301 EXT 8943 PLUMBING CC 2DO1 AIR::CF 2DO1:CALOA9 "" w' '"'"*t'. ,r=v°°' "` -yam"'*""�'-"' „�` ■ VENDORS ATAS INTERNATIONAL INC. ROOF COPING MARKBROWN B00468-1441 EXT 227 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS,PRODUCTS,MANUFACTURERS,OR CONSTRUCTION SHOWN,IMPLIED OR WRITTEN Is E1DO 'ELECTRICAL SITE-PLAN ■� VENDOR4 ALP LIGHTING COMPONENTS LIGHTING DONNY WALL T73-774-9550 INTHISCONSTRUCTIONDOCUMENTSSET. MECHANICAL:CMC 2001 ENERGY:CEC 2005 AND CALIFORNIA CODE OF REGULATION,TITLE 24,PART 2,SECTION 1101B VENDOR5 BESAM AUTOMATED ENTRANCE AUTO DOORS PAMHOMYAK 609443-900 EXT 20415 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS.ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT ELECTRICAL:CEC2004 El E101 LIGHTING PLAN HD1 05-16-07 VENDOR6 BLUE GIANT DOCK LIFT JOHNSIMON 800-666-7078 TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT.UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 41 E102 POWER PLAN HDi 05.16-07 B UILDI HD1 CALIFORNIA BUILDING CODE TABLE 3A-USE GROUPM VENDOR CARLISLE SYNTEC INC ROOFING JOE CARBINE 717-245-7065 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET, 2. USE GROUP(C 71 .E104 .yELECTRICAL SECURITY,COMMUNICATIONS AND FIRE ALARM PLAN VENDOR CARRIER CORPORATION HVAC BILLSJOVELL 973-2274311 EXT.3012 5, GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD-OUT WITH ALL FINISHES,STRUCTURAL,MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR VENDORS DAUPHIN ELECTRIC ELECTRICAL SUPPLIES DON FRALEY 800-632-1B28 INDICATED ON DRAWINGS.GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS,UNLESS NOTED 3 IDE201 INTERIOR ELEVATIONS AND ENLARGED POWER PLANS Q VENDOR10 DIEBOLD DRIVE THRU EQUIPMENT KEVIN DOSS 717-764-7566 OTHERWISE. . TYPE OF (CHAPTER 10 E301 ELECTRICAL DIAGRAMS AND DETAILS VENDOR 11 ELIASON CORPORATION IMPACT DOORS JASON HORN BOM28-3655 EX7128 CALIFORNIA BUILDING CODE SECTION 606 .•-,. VENDOR I2 CITADEL EKTERIOR PANELS DAVID WERNZ 800-046-B828 EXi.120 6. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. TYpEV-NON-RATED-FULLYSPRINKLERED ZIE302 `«„`" --,,." ,ELECTRICAL-DIAGRAMS AND SCHEDULE$'"'=,E"'�"*v:'"r``"` BL a5.04-07 VENDOR I3 EMERSON RETAIL SERVICES,INC. EMS-INSTALL MATTHEW PARRATT 7704258232 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW q. AREAcucuLAnoxs [3 E303 ELECTRICAL DIAGRAMS AND SCHEDULES HD1 05-16-07.;LL VENDOR 14 EP HENERY CORPORATION CONCRETE BLOCK - 800444-3679 DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE.ALL OLD DRAWINGS ARE TO BE MARKED VOID AND HD1 ,,,,�,-"• VENDOR15 FIRESTONE BUILDING PRODUCTS ROOFING MARK WERNER 8004284442 EXT 53220 REMOVED FROM SITE AND RENDERED USELESS. FIRST FLOOR 17,340S.F. B'MEP101 "- MEP ROOF�LAN B■�I VENDOR 16 GLEN-GERY CORPORATION MASONRY CUSTOMER SERVICE REP 610-3744100 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. MEZZANINE 636 S.F. TITLE 24 SHEETS '"T `'` � ,- TOTALBUILDING 17,976S.F. . ">y - -1 Yn.�,a-.atad,-.»�.�...•a-,�,x..*;�' VENDORI7 HADRIAN,INC. BATH PARTITIONS DIANESTEGMEIER 440-942.9118 9. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS.NO PARTIAL SET OR SHEETS REMOVED ®T24.1 TITLE 24 CALCULATIONS O:} VENDOR 18 HILL PHOENIX COOLERIFREEZER KEN GURA 716£679687 FROM SET WILL BE PERMITTED. 5, ALLOWABLE BUILDING AREA El VENDOR19 INTERSTATE BRICK MASONRY BETHPOLIS 951-352-6878 CALIFORNIABUILDINGCODE TABLE 56 T24-2 TITLE 24 CALCULATIONS 10. GENERAL CONTRACTOR TO FURNISH"ASBUILT"SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD-OUT. � TITLE24CALCULATIONS VENDOR2 KAWNEER STOREFRONT RAVE TRATMAN 80&3104350 EXi.831 TYPE V-N 8,000 S.F. E3 T24 VENDOR T1 KOROSEAL INTERIOR PROWCTS WALL COVERINGS KEVIN PLANT 80&75&7505 11. GENERAL CONTRACTOR TO RENEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AID OR ARCHITECTI VENDOR 22 JOHNSONITE FLOORING/BASE DENNIS LANG 800,BM916 ENGINEER. 505.3-AUTOMATIC SPRINKER SYSTEMS-BUILDING IS FULLY SPRINKLERED.AREA FROM CHART MAY BE TRIPLED:8000 X3=24,000 S.F. VENDOR 23 MA7WORKS FLOOR MATTS TINAWEED 301.837-1248 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB(WALLS,WINDOWS,ETC.). 6. MEANS OF EGRESS(CHAPTER 101 OCCUPANT LOAD(TABLE f00323.2) W VENDOR 24 MARLITE PANELING BILL MCDONALD 973-831.8324 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS,INCLUDING ALL BLOCKING FOR GRAB BARS,SHELVES,AND ANY ALL OTHER WALL OR � _- VENDOR25 NJB ARCHITECTURAL SPECIALTIES RAILING JAMIE MAYER 61Q5848701 CALIFORNIA AREA FLOOR) TABLE 1003.2.2.2 CEILING MOUNTED ITEMS. RETAIL AREA(FIRST FLOOR) 15,562 S.F. VENDOR 26 OVERHEAD DOOR RECEIVING DOOR ANGELA BURGESS 800-972-1730 EXT 661 14. GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD-OUT. (NOTE REST ROOMS,BREAK ROOMS ETC. VENDOR 27 PFLOW INTERIOR LIFT STEVEN HARBAUGH 4%352-9000 GE THAT ARE MULTIPLE USE BY SAME Q` VENDOR 28 SHERWIN WILLIAMS PAINT JIM GEIST 724-933-1900 EXT.104 15. NERAL CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH ACOMPLETED JOB ALL IN INDIVIDUALS IN CALCULATION OF EXIT WIDTH. VENDOR 29 COMTEC INDUSTRIES BATH PARTITIONS - B0D44&5148 ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. CBC-1OC3.2.2.2.2,1 EXCEPTIONS DELETE 454 S.F.FOR MULTI USEAGE J VENDOR 30 SQUARE D COMPANY ELECTRICAL GEAR NATIONAL ACCOUNT MANAGER 5184U-2590 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL DELETE 454 SO.FT. VENDOR 31 WESTERN EXTRALITE COMPANY COSMETIC LIGHTS MARK KANER 3144324560 CONSTRUCTION,PLUMBING,ELECTRICALAND HVAC STORAGE 1,343 S.F. VENDOR 32 YORK INTERNATIONAL CORPORATION HVAC MARK RITZ 405419-6537COOLERffTAL ER 1ATE S.F. r ; VENDOR 33 LITHONIA LIGHTING NEILTOBLER 770.8608062 1Z THE.GENERAL OF EQUIPMENT,AND WORK SUPPLIED O AIONOTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. TOTAL RECEIVING SEPARATE ENTRANCE 7,340 S.F. VENDOR34 GERBERT LIMITED RESISLIENT FLOORING S.R.ZIMMERMAN 717-299-5035 THE.GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER TOTAL AREA FIRST FLOOR 17,3405,F. VENDOR 35 WIN HOLT HAND DIP FIXTURE JEFF HERBERT 800444-3595 EXT.103 SUBCONTRACTORS. VENDOR 36 NATIONAL REFRIGERATION HAND DIP FREEZER JIM KAUFMAN 864-369-1665 18. DRAWINGS INDICATE THE MINIMUM STANDARDS,BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES,LAWS,CODES,RULES OR FIRST FLOOR EXITING REGULATIONS BEARING ON THE WORK,THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE 15,562 AT 1-30= 518.73 to NOTE SEE SHEET A-803 FOR FINISH MATERIAL SCHEDULE WITH SUCH ORDINANCES,LAWS,CODES,RULES OR REGULATIONS WITH NO INCREASE IN COSTS. \i/ TOTAL FIRST FLOOR REQUIRED RECEIVING LESS /'► 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C.AND ALL APPLICABLE SUBCONTRACTORS FORANY CONDITION PER 2 EXITS REQUIRED Y r SITE VI�.IINI.1 I :MAP � ° -�J� '����°-�-' � -max- MANUFACTURERS RECOMMENDATIONS. 20. ANY AND ALL ERRORS,DISCREPANCIES AND'MISSED*ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF RITE AID DU RING THE BIDDING PROCESS BY THE MEZZANINE EXITING 17 m GENERAL CONTRACTOR.ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 663AT1-300= 2.23 En 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 W c r� E N TOTAL BUILDING OCCUPANT LOAD 520.96 PIERCE AVETHE OWNER. K E �C] 5 ct` 22. CONSTRUCTION TO BE INSTALLED LEVEL,PLUMB,TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION.POORLY EXIT WIDTH REQUIRED(EXCLUDING RECEIVING) LL o .�-i c T INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 520.96 X0.21N=104.19 INCHES REQUIRED O r UU- Q 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING.PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL HLU f 4) T EXIT WOTHPROVIDED Z BREAKAWAY FRONT ENTRANCE 72 INCHES m SECOND EXIT 36 INCHES O n F,ys 4 TOTAL PROVIDED 108 INCHES,104.19 PLUS EXIT AT RECEIVING 7, ACCESSIBILITY(CHAPTER Ill SM7 'AVE = DEFERRED SUBMITTALS. THESE PLANS CONFORM WITHTHE AMERICANS WITH DISABLITIESACT", B. TOUET FIXTURE CALCULATIONS W 1. STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS WATER CLOSTES LAVATORIES �G TYPE OF BUILDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) 9Fl 2. STORE FIXTURE PLANS. MALE FEMALE MALE FEMALE SITE !1/ ya GROUP M 2:51-100 2:51-100 ONE FOR EACH TWO WATER CLOSETS Li r @ RETAIL OR WHOLESALE STORES ISSUE DATES 0 17,935 S.F.BUILDING AREA 1200 SQ.FT.=89.67 OCCUPANTS STORE NUMBER WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER m PERMIT SUBMITTAL 03-26-07 STORE A90 SPECIFIED MAY BE PROVIDED FOR EACH URI NAL I N STALLED. EI BID ISSUE 04-06-07 WOPROJECTNUMBER L3 1ST RESUBMITTAL 04-30-07 RAIPD0001 s� e� e9/s`�c�tiF �yO BULLETIN13 CHANGE EI 1ST HEALTH RESUBMITTAL 05-16-07 � s QQE'�2'Oti �F� �92 11 1ST FIRE RESUBMITTAL 05-18-07 AOOO - n - .- �_ � ,- 1 2 3 4 5 6 a T 8 9 10 11 12 13 14 15 16 ELEMENT 1:ACCESSIBLE ROUTE-EXTERIOR ELEMENT 3:CURB RAMPS ELEMENT T STAIRS ELEMENT 9:PLATFORM LIFTS ELEMENT 11:DRINKING FOUNTAINS r M 4.71 4.82 4.1.6pXA) SLOPE 4.1.4) WHEN APPLICABLE 41S(5) FXCEP.4 4.1.6(3J(G) WHERE PERMITTED Mfflioa r to a rs MAIL WHERE REQUIRED LEST POSSIBLE SLOPE SHALL BE USED. 4.4.1 PROTRUDING OBJECTS 4.1.3(10)(A) WHERE APPLICABLE MAXIMUMSLOPE:1:12 OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 2TAND 80'ABOVE THE ACCESSIBLEINTERIOR EXTERIOR VEF ARSCONNECTINGLL VELS COMPLY WITH THI BY AN ELEVATOR,RAMP,OR OTHER PLATFORM LIFTS CODERTH WITH OWINGG SECTION NDIDON ALL APPLICABLE STATE AND LOCAL CODES ARE AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SEDITION SWILL BE PROVIDE WITHIN WHERE ONLY ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED PER FLOOR ACCESSIBLE ACCESSIBLE MEANS O VERTIALACCESS SHNICOMPLYWTX THSSECTION, PERMITTED ONLY PROVIDE AN ACCESS FOLLOWING W PERFOR: THE BOUNDARY OF THE SITE FROM THE FOLLOWING MEALS TO AN ACCESSIBLE GUIDING TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4'INTO WALKS OR CORRIDORS. CONKING FACILITIES SHALL BE PROVIDED FOR BOTH WHEELCHAIR USERS AND FOR PERSONS VAIO HAVE 2852 Kelvin Avenue ENTRANCE A TO UPANDEAN ACCESSIBLE ROUTE TOAPERFORMINGAREA IN AN ASSEMBLY MAXIMUM SLOPE SURFACES:1:ID. FINISHED DFLOOR EATING PROTRUDE AMOUNT. LEADING EDGES AT OR BELOW ABOVE THE ALL TREADS RISERS OCCUPANCY. DIFFICULTY STOOPING OR BENDING THISMAVBEACHEELOH I ANDSTAND BYTHE DRDHEIG MEANS: Irvine,CA 92614 PUBLIC TKWSARKINGONSTOPS FINISHEDFLOOR MAY PROTRUDE ANYAMOUNT. ALL STEPS ONAFLIGHTOSTARS SHALL HAVE UNIFORM RI3ERHEIGHfSMlO7READ WIDTHS. PROVIDINGAACCEFWMMN,MTH$POUTSIN COMPLYING AND SECTION ANDA - 949.753.7676T ACCESSIBLE PARKING SPACES ALTERATIONSFWING CONDITIONS: FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVIBUANG IT MAXIMUM FROM MINIMUM TREAD DEPTH SHALL BE II',MEASURED FROM RISER TO RISER(HOT INCLUDING B.TOUIREMETS.WHEELCHAIRNEWING POSSON UNE47FSIGHTANO DISPERSION PROVIDING AN ACCESSIBLE DNNKING FOUNTAIN COMPLYING WITH THIS SECTKN ANDAWATER 6 949.753.7678F PASSENGER LOADING ZONE,IF PROVIDED WHERE SPACE LIMITATION PROHIBIT USE OF 1:12 RAMP,FOLLOWING SLOPES ARE ACCEPTABLE: 2TTO W ABOVE THE FINISHED FLOOR OR GROUND. NOSING). OPEN RISERS ARE NOT PERMITTED. REQUIREMENTS. TO COOLER; PUBLIC STREETB AND SIDEWALKS MAX.RISE OF P:1:10 TO 1:12 SLOPE PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR C.TO PROVIDE ACCESS AND WHICH HOUSE NO MORE E SPACES WHICH ARE NOT OPEN TO BY OTHER MEANS PROVIDING ACCESSIBILITY FOR EACH GROUP. 4.9.3 NOSINGS THE GENERAL PUBLIC AND WHICHHWSE NO MORE iFWN FINE PERSONS OE. wdpadners.com 4.1'y 2) WHERE REWIRED MAKRISEOFT:1:BT01:10SL0PE MANEUVERING SPACE. UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. EQUIPMENT CONTROL ROOMS,PROJECTION BOOTHS). 4.1.3(10N8) WHERE REQUIRED SLOPE GREATER THAN 11 IS PROHIBITED. RADIUS OF CURVATURE AT LEADING TREAD EDGE SHALL NOT EXCEED Mt. D.TO PROVIDE ACCESS WHERE EXISTING SITE CONSTRAINTS OR OTHER CONSTRAINS AT LEASTONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE 41.4 CLEAR FLOOR SPACE RISERS SHALL BE SLOPED OR UNDERSIDE OF NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60. MAKE USE OF A RAMP OR AN ELEVATOR INFEASIBLE. FMORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED ON A FLOOR,50%OF THOSE BUILDINGS,ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE 4.7.3 CLEAR WIDTH THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE,STATIONARY NOSINGS SHALL PROJECT NO MORE THAN I.117. PROVIDED SHALL COMPLY WITH THIS SECTION AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.(IF Atlanta ON THE SAME SITE. MINIMUM:36" WHEELCURIS301BY46',ANDMAYBE POSITIONED FOR ERHERA FORWARD DR PARALLEL 4.112 OTHER REQUIREMENTS AN OOD NUMBER OF FOUNTAINS IS PROVIDED,THE 50%FIGURE CAR BE ROUNDED DOWN 70 Boston APPROACH. 4.9.4 HANDRAILS PLATFORM LIFT$SHALL COMPLY WITH ASMEANSI AT7.1 SAFETY CODE FOR ELEVATORS AND DETERMINE THE REQUIRED NUMBER OF ACCESSIBLE FOUNTAINS.) 15211) LOCATION SURFACE IF A FORWARD APPROACH CLEAR FLOOR SPACE EXTENDS MORE THAN 24'INTO AN ALCOVE,THE REWIRED ON BOTH SIDES OF ALL STAIRS. Chicago ESCALATORS,SECTION XX,1990. (. THE THE GENERAL SHALL,TO THE MAXIMUM EXTENT FEASIBLE,COINCIDE WITH THE ROUTE SHALL BE FIRM,STABLE,AND SLIP-RESISTANT. MINIMUM ALCOVE WIDTH SHALL BE '. I-F Columbus INSIDE FLACON SWITGBADKOftDOOEG STAIRS SHALL BE CONTINUOUS. 4.152 SPOUT HEIGHT FOR THEGENERAL PUBLIC. IF A PARALLEL APPROACHED GEAR FLOOR SPACE EXTENDS MORE THAN 1FINTO AN ALCOVE,THE LIFTS ENTRANCE SPOUTS SHALL BE NO HIGHER THAN 36',MEASURED FROM THE FLOOR OR GROUND SURFACE TO THE Dallas 4.75 SIDES MINIMUM ALCOVE LENGTH SHALL BE ISO'. WHERE NOT CONTINUOUS,HANDRAIL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: LIFT$SHALL FACILITATE UNASSISTED ENTRY,OPERATION,AND EXIT. 4.3.3 WIDTH IF LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE RAMP,THE SIDES OF THE RAMP SHALL TOP OF STAIR FLIGHTS:PARALLEL TO FLOOR IT MINIMUM BEYOND TOP RISER NOSING. SPOUT OUTLET. Los Angeles MINIMUM CLEAR WIDTH:3VPICEPTAS ALLOWED AT DOORS) BE FLARED,WITH A MAXIMUM SLOPE OF 1:10. 42.5 REACH RANGES BOTTOM OF STAIR FLIGHTS:CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER 42.4.1 CLEAR FLOOR SPACE Miami IF THE WIDTH OF THE WALKING SURFACE AT THE TOP OFTHE RAMP IS LESS THAN4V WIDE, IF ACLEAR FLOOR SPACE ALLOWS ONLYA FORWARD APPROACH,THE MAXIMUM HIGH FORWARD REACH PLUS 17MINIMUM PARALLEL TO FLOOR MINIMUM 3F BY48'SPACE IS REWIRED FORA SINGLE WHEELCHAIR 4.15.3 SPOUTLOGATION Sacramento 4.3.3 WIDTH OF TURNS THE FLARED SIDES SHALL HAVE AMAXIMUM SLOPE OF 112. SHALL BE4F. SPOUTS SHALL BE LOCATED AT THE FRONT OFTHE UNIT AND SHALL DIRECTTHE WATER FLOW INA 1'1 THE MINIMUM LOW FORWARD REACH SHALL BE I5'. HEIGHT.34*-W,MEASURED FROM STAIR NOSING, 4.242 MANEUVERING CLEARANCE 36'CLEAR WIDTH B PERMITTED FOR A9O TURN IF NOADDRIONPL TURN S REQUIRED WITHIN RETURNED CURDS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALL( TRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONTOF THE UNIT. F 4T. ACROSS THE RAMP. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1-1R'. IF THE HIGH FORWARD REACH OBSTRUCTION,THE CONDITIONS THE PLATFORM LIFE STALL PROVIDE MANEUVERING CLEARANCES AS REWIRED FOR ALCOVES ON THE THESPOUT SHALL PROVIDE A FLOW OFWATER BOWL,T LEAST 4"HIGH. CLEAR WWDTH WITH TURNS AROUNDAN OBSTRUCTION LESS THAN/B'WIOE SHALL BE 4T KNEE SPACE BELOW OBSTRUCTION SHALL EQUAL OR EXCEED REACH LENGTH REQUIRED ABOVE THE OBSTRUCTION. GRIPPING SURFACES SHALL BE UNINTERRUPTED BYNEWEL POSTS,OTHER CONSTRUCTION ELEMENTS,OR ACCESSIBLE ROUTE IF THE WITHIN HASAROUNDONOVAL THE FOUNTAIN. SPOUT MUST BE POSITIONED so THE FLOW OF 4.7.6 BUILT-UP CURB RAMPS WATER IS WITHIN 3'OTHE FRONT EDOEOF TXEFWNTAIN. MINIMUM,WITH 48'MINIMUM WIDTH AT TURN. SHALL BE LOCATED SO THEY DO NOT PROJECT INTO7RpFFIC LANES. IF THE OBSTRUCTION SLESS THAN 20'DEEP,THE MAXIMUM HIGH FORWARD REACH SHALL BE4B'. OBSTRUCTIONS. 4.5.1 FLOOR SURFACE ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR WALL,OR POST. 4.34 PASSING SPACE IF THE OBSTRUCfINIS2025'DEEP,THE MAXIMUM HIGH FORWARD PEACH SHALL BE 44'. SHALL BE STABLE,FIRM,AND BLIP4ESISTANT.(IF CARPETED,REFER TO REQUIREMENTS UNDER 4.15.4 CONTROLS IF AN ACCESSIBLE ROUTE IS LESS THAN 6TWIDE,PASSING SPACES ARE REQUIRED AT 4.7.7 4.291 DETECTABLE WARNINGS IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH,THE MAXIMUM HIGH SIDE REACH SHALL BE 54I HANDRALS SHALL NOT ROTAS IN THEIR FITTINGS. ELEMENT 5:ACCESSIBLE ROUTE. UNIT CONSOLS SHAl BE FRONT MOUNTED OR SIDEMOUNTEDNEAR TFE FRONTEDGE. REQUIRED FOR FILL WIDTH AND DEPTH OF RAMP. MAXIMUM 2WINTERVALS.PASSING SPACE MAY BE EITHER A60,X 60'SPACE, SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING FEATURES: THE MINIMUM LOW SIDE REACH SHALL BE 9'. 4262 HANDRAILS 4.112 4272 CONSOLS AND OPERATING MECHANISMS .- OR A T4NTERGCFION OF TWO WALKS OR CORRIDORS. DIAMETER:0.T NOMINAL IF THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE FOLLOWING CONDITIONS SHALL BE MET: DIIMETERORWNDTH OF GRIPPING SURFACE SHALL BE I-1M'TO 1-17,OR SHALL PROVIDE AN 427.4 OPERATION K HEIGHT:02"NOMINAL OBSTRUCTION SHALL BE 34"MAX MUM IN HEIGHT,24'IN DEPTH,MAXIMUM HIGH SIDE REACH SHALL BE4fi'. EQUIVALENT GRIPPING SURFACE. GEAR FLOOR SPACE ALLOWING A PROPER FORWARD OR PARALLEL WHEELCHAIR APPROACH TO Al CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING, �( MINI CLEAR HEADROOM CENTERTO CENTER SPACING:2.35NOMINAL CONTROLS IS REWIRED. ONTMSTING OFTHE WRIST z. MINI MUM CLEAR HEADROOM:80' 4.1 13 427 CONTROLSAND OPERATING MECHANISMS MAYBE LOCATED INA RECESS PROVIDED THAT THE RECESS IS T DEEP MAXIMUM AND EXTENDS HEIGHTS PERMITTED: THE FORCE REQUIREDTO ACTIVATE CONSOLS SHALL BE NO GREATER THAN 5 LBF. THE SURFACE SHALL CONTRACTNSUALLYWITH ADJOINING SURFACES. TAN 8V,AALCLEARAALL BE AVIDED.DINING AN ACCESSIBLE ROUTE IS REWCEDTO LE$$ ALL ANACC RATING MECHANISMS IN ACCESSIBLE SPACES,ALONG ACCESSIBLE ROUTES, 16"MINIMUM ABOVE THE TOP OF THE HANDRAIL THE MATERIAL PROVIDING CONTRACT SHALL BE AN INTEGRAL PART OF THE WALING FORWARD REACH:MINIMUM 15",MAXIMUM E" THAN 87,A BARRIER SHALL BE PROVIDED. AND AS PARS O ACCESSIBLE ELEMENTS,SHALL COMPLY WITH THE FOLLOWING: SURFACE. 426.4 HANDRAILS SIDE REACH:MINIMUM T,MAXIMUM W 4.15.5 CLEARANCES 1.CLEAR FLOOR SPACE SHALL O PRONGED SHALL ALLOW FORWARD OR PARALLEL APPROACH. RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS. OF REACH IS OVER AN OBSTRUCTION,REFER TO REQUIREMENTS UNDER ELEMENT 5:ACCESSIBLE 1.WALL AND POST MOUNTED CANTILEVERED FOUNTAINS SHALL HAVE CLEAR KNEE SPACE AS ? 1.3.7 SLOPE 4.7.8 OBSTRUCTIONS 2HEBHS OF OPERABLE PORTIONS SHALL COMPLY WITH THE REACH RANGES ABOVE EDGES SHALL HAVE MINIMUM RADIUS OF IB". ROUTE.) FOLLOWS: RUNNING SLOPE SWILL NOT EXCEED 1:20.(IF SLOPE EXCEEDS 1:20,REFER TO'RAMPS'OR SHALL 8E LOCATED TO PREVENT OBSTRUCTION BY PARKED VEHICLES. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE 15' 'CURB RAMPS'SECTION.) 4Y.9 LOCATION AT MARKED CROSSINGS MINIMUM ABOVE THE FLOOR. 42.6 OUTDOOROONDSONS MECHANISMS MINIMUM2T HIGH(FROM APRON BOTTOM TO FLOOR),MINIMUM 30'WIDE,AND IT CROSS SLOPE SHALL NOT EXCEED 1:50 EXCEPTION:THE HEIGHT REQUIREMENTS DO NOTAPPLYWHERE THE USE OF OUTDOOR AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER ELL NOT ACCUMULATE Z SHALL NOTBE REQUIRE WITHONASPINGE HAND. AMNIMU °) IF AT MARLED CROSSING,SHALL BE FULLYCONTALNED WITHIN MARKED AREA.EXCLUDING FLARED Z SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,ON TWISTING OF THE WKST. A MINIMUM 30'BY48'CLEAR FLOOR SPACE ALLOWING A FORWARD APPROACH TO THE 4.3.8 4.52 CHANGES IN LEVEL SIDES. SPECIAL EQUIPMENT DICTATES OTHERWISE OR MERE ELECTRICAL AND ON WALKING SURFACES. 3 MAXIMUM FORCE REQUIRED TO ACTIVATE CONSOLS SHALL BE S LBF. UNIT SHALL ALSO BE PROVIDED. COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY UPT01N',REWIRES NO EDGE TREATMENT(VERTICAL EDGE PERMITTED). 43.10 DIAGONAL CURB RAMPS BUILDING OCCUPANTS. 2FRIMUM 3OOINGORUEAR IRO SNOTH ALLOWING PRALLESPACESCHTOTVEA 1M"T0 TO,EDGE SHALL BE BEVELED WITH A SLOP NO GREATERTHAN II. WITH RETURNED CURB,MUST BE PARALLELTO PEDESTRIAN FLOW. 3.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND ELEMENT B:ELEVATORS MINIMUM 30'BY48'CLEPIR FLOOR SPACE ALLOWINGAPARALLEI APPROACH TOTHE UNIT. 11 GREATER THAN TIT:REQUIRES CURB RAMP,RAMP,ELEVATOR OR PLATFORM LIFT. IF AT MARKED CROSSING,MINIMUM48"WIDE AREA AT BOTTOM OF RAMP SHALL BE SHALL NOT REWIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. ELEMENT 10:DOORS 30'MIN. INN. SFAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE, CONTAINED WITHIN THE MARKED CROSSING. 4.THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. {.10.1 GENERAL ELEMENT - IF FLARED SIDES,AT LEAST24'OF STRAIGHT CURB REQUIRED WITHIN CROSSING AREA ELEVATORS SHALL COMPLY WITH ASMFIANSI A17.1.1990,SAFETY CODE FOR ELEVATORS AND 4.1W) WHERE APPLICABLE , i i 4.1.3(9) 4.1,SIILG) 4.3.10 MEANS OF EGRESS ESCALATORS. 4.3.6 4.5 GROUND AND FLOOR SURFACES AT EACH SECTIOACCESSIBLE ENTRANCE TOABUILONG OR FACILITY,AT LFASTONE DOOR SHALL COMPLY WITH SHALL BE FIRM,STABLE AND SLAP-RESISTANT.(IF CARPET IS USED,REFER TO REQUIREMENTS 4.7.11 ISLANDS IN BUILDINGS OR FACILITIES,OR PORTIONS OBUILDINGS AND FACILITIES,REQUIRED TO BE ACCESSIBLE, FREIGHT ELEVATORS SHALL NOT BLCONSIDRED AS MEETING THE REQUIREMENTS OF THIS SECTION THISSECTION. ANY RAISED ISLNAS IN CROSSING SWILL EITHER BE CUT THROUGH LEVEL WITH THE STREET,OR ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS REQUIRED FORDOT$ UNLESS THE ONLY ELEVATORS PROVDED ARE USED AS COMBINATION PASSENGER AND FREIGHT _ _ UNDER ELEMENT 5:ACCESSIBLE ROUTE. WITHIN A BUILDING OR FACILITY,AT LEAST ONE DOOR AT EACH ACCEPTBLE SPACE SHALL COMPLY WITH SHALL HAVECURB RAMPS EACH SIDE,WTH MINIMUM 46'LONG LEVELAREABfTWEEN. BY LOCALBWLDING2IFE SAHFfYREGULATIONS. ELEVATORS FOR THE PUBLIC AND EMPLOYEES. THIS SECTION. > ACCESSIBLE ROUTES SERVING ANY SPACE OR ELEMENT SHALL ALSO SERVE ASA MEANS OF EGRESS 4.29 DETECTABLE WARNINGS 4.10.2 AUTOMATIC OPERATION EACH DOOR THAT IS AN EEAENTOF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THIS SECTION. w FOR EMERGENCIES OR CONNECT TO AN ACCESSIBLE AREA OF RESCUE ASSISTANCE. ELEVATOR OPERATION SHALL BE AUTOMATIC I THE WALKINGS SURFACES SEPARATED IFA ALK TEDBY SESCUR OR ADJOINS, ROTH LAR OTHER ELEMENTS wneAaswvAsxul 2 THE WALKING SURFACES ARE NOTSEPARATFD BY GARBS,RAILINGS,ONOTHER ELEMFMS sor-+m WHERE AREWIRED EXIT FROM AN OCCUPIABLELEVIl ABOVE OR BELOW A LEVEL ONACCESSIBLE EACH CAR SHALL HAVE ASELF{EVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO R00R ��R�MNG AS PART OF AN ACCESSIBLE MEANS OF EGRESS ORCONNECRNGTO AN AREA OF z, L -1 ; ERT DISCHARGE IS NOT ACCESSIBLE,AN AREA OF RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH RESCUE ASSISTANCE SHALL COMPLY WITH THIS SECTION. S4 BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS.THE BOUNDARY BETWEEN THE AREAS �' LANDING WITHIN A TOLERANCE OF 12 UNDER NASD LOADING AND ZERO LOADING CONDITIONS. SHALL BE DEFINED BYA CONTINUOUS DETECTABLE WARNING 36'WIOE,COMPLYING WITH THE """'�P"""" n.+EosoE L£fEAS OF NUMBER ASSIS TO TANCE SHALL COMPLY REQUIRED EXITS). THIS SELF-LEVELING FEATURE SHALL BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE EXCEPTION:THIS REQUIREMENT DOES NOTAPPLY TO EXISTING BUILDINGS ORALTERATIONS. � 4'MAX AREAS O RESCUE ASSISTANCE SHALL COMPLYWIIH REQUIREMENTS LISTED BELOW. REQUIREMENTS BELOW. '�HiNEe�°r'PE ° awvssn¢swu AND SHALL CORRECT FOR UNOERTRAVELAND OVERTRAVEL 1.13.1 REVOLVINGDDORS AND TURNSTILES 8'MI ATREFLECTING POOLS.THE EDGES OF REFLECTING POOLS NOT PROTECTED BY RAILINGS, �ssssru"moc®+.+r ��w.sI- EXCEPTION:AHORIZONTAL EXIT,MEETING THE REQUIREMENTS OF LOCAL BUILDNGAIFE SAFETY REVOLVING DOORS OR TURNSTILES SHALL NOT BE THE ONLY MEANS OF PPSSP.GEATAN ACCESSIBLE PMAX. IL WPLLS,ONCURGS,SHILLL HAVE DETECTABLE WARNINGS COMPLYING WITH THE REQUIREMENTS REGULATIONS, SATISFY THE REQUIREMENT FORAM AREA OF RESCUE ASSISTANCE. 4.10.3 HALL CALLBUffONS BELOW. SHALL BE CENTERED 4T ABOVE FLOOR. ENTRANCE OR ALONG AN ACCESSIBLE ROUTE DETAIL 11.1 DETAIL 112 DETAIL 11.3 EXCEPTION:AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED IN BUILDINGS OR FACIUTIFS DETECTABLE WARNNGS.SURFACE SHALL CONSIST OF A RAISED TRUNCATED DOMESWITH HAVING A SUPERVISED AUTOMATIC SPRINKLER SYSTEM. SHALL HAVE VISUAL SIGNALSTHE S ATO LLEST DIE WHEN CALL B REGISTERED AND ANSWERED. AN ACCESSIBLE GATE ORDOOR SHALL BE FRONDED ADJACENT TO THE TURNSTILE OR REVOLVING THE FOLLOWING FEATURES: MINIMUM SEE:AL INTHESMALLESTDIMENSION. DOOR AND SHALL FACILITATE THE SAME USE PATTERN. vP•BUTTON sHAUBE ABOVE vomN•BurroN. ELEMENTi2:TOILET ROOMS AND BATHROOMS 4.13.3 GATES H DIAMETER 0.9'NOMINAL 4.3.11 AREAS OF RESCUE ASSISTANCE BUTFON3SHALL BE RAISED OR FLUSH. H% WcV %02'"""IL MKT) IR COTLSSRIK;RGL MA NFI4AOGR2TJJEA£Sib"SMKXFMNSBEQ%E%W& CIBECT51MOUHTEDBEY'FAIHUL TM�MI11GTFR07ECTWDPETM47FR TITHEWA11. OAW.%KUMMRGTICYETGATES,%OLLCWPLYNATHALLAPPUUBLEPO9..TMQFTRUTSECMN. 4.14) WHEAETEWNED THE SURFACE SHALLCONTRAST VISUA LYWITH ADJOINING SURFACES. FOLLOWING: DETAIL31 1.A PORTION OF ASTAIRWAY LANDING WTHIN ASMOKEPROOF ENCLOSURE(COMPLYING 4.10A HALL LANTERNS 4.134 DOUBLE-LEA DOORWAYS IF TOILET FACILITIES ARE PROVIDED ON ASITE,THEN EACH SUCH PUBLIC OR COMMON USE TOILET 4.54 GRATINGS OUTS LOCAL REQUIREMENTS). AVISIBLE AND AUDIBLESIGNAL SHALL BE PRONGED AT EACH HOISTNAYEN7PAICE TO INDICATE IF DOORWAYS HAVE TWO INDEPENDENTLY OPERATED DOOR LEAVES,THEN AT LEST ONE LEAF SHALL FACILITY SHALL COMPLY WITH THIS SECTION. IF GRATINGS ARE LOCATED IN WAL19NG SURFACES,THEN THEY SHALL HAVE SPACES NO GREATER COMPLYWITH THIS SECTION.THAT LEAF SHALL BEAN ACTIVE LEAF. IF BATHING FACILITIES ARE PROVIDED ON A SITE,THEN EACH SUCH PUBLIC DR COMMON USE THAN 1f7 WIDE INN ONE DIRECTION. 1010 2 APORTION OF AN EXTERIOR EXIT BALCONY(COMPLYING WITH LOCAL REQUIREMENTS) WHICH CAR IS ANSWERING AC%L BATHING FACILITY SHALL COMPLY WITH THIS SECTION. IF GRATNGSHAVE ELONGATED OPENINGS,THEN THEY SHALL BE PLACED SO THAT THE LONG LOCATED IMMEDIASLYADJACENT TORN EXIT STAIRWAY.OPENNGSTOTHEINSRIOROF AUDIBLE SIGNALS SHALL SOUND ONCE FOR TP',TWICE FOR'DOWM,OR SHALL HAVE VERBAL 4.13.5 4.3.3 4.11(3)(DKI) CLEAR WIDTH FOR SINGLE USER PORTABLE TOILET OR BATHING UNITS CLUSTERED AT ASINGLE LOCATION,AT LEAST THE WILDING LOCATED WITHIN 20'OFTHE AREA OF RESCUE ASSISTANCE SHALL BE ANNUNCIATORS THAT SAYTF OR'DOWN'.OIMENSIONBPERPENDICULAR70THE DOMINANT DIRECTION OF TRAVEL. ELEMENT4:ENTRANCES PROTECTED WITH FIRE ASSEMBLIES HAVING A34 HOUR FIRE PROTECTION RATING. VISIBLE SIGNALS SHALL HAVE THE FOLLOWING FEATURES: CLEAR SSHALL SHALL E MEASURED BECLEAR TWEE OF N THI FACE OF THE DOOR OPEN. 5%,WTBLE UNITS SHALL BE IDFNNTORY THENTERNATHAI BE PROVIDED ATEACHCLUSTER .. 3.A PORTION OF A 1 HOUR FIRE-RESISTIVE CONDOR(COMPLYING WITH LOCAL 1.FIXTURES SHALL BE MOUNTED WTH CENTERLINE AT LEAST 77 ABOVE THE LOBBY OENINGSM RE SHALL'I MEASUREDBETWEEN THE FACEOTHENGOF 36'STOP. ACCESSIBLEUNIT$SHALL OI IDENTIFIED BY THE INTERNATIONAL SYMBOL D ACLUSIVEL B 4.1.2(3) 4A1 PROTRUDING OBJECT MANOPENINGS DO THAN NOT'INUIRIN FULLUSRPASSACLEARSUCHASNHALLO MINIMUM. CONSTEXCEPRUCTION PERSLETOILET FACILITIESAED TO COMPLY. SITES USED EXCLUSIVELY BY OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 2TAND 80'ABOVE 4.1.3(8)(Aj(II) MINIMUM NUMBER REQUIREMENTS)LOCATED IM ATELTELYADJACENT AN EX EENCLOS BEAN HOOK EXCEPTION DOORS NOTREWIRING FULL USER PASSAGE,SUCH ASSHP110WCLO3ETS,SHALL HAVE CONSTRUCTION PFRSONNELPRE NOT REQUIRED TO COMPLY. THE FINISHED FLoORSHALL PROTRUDLNOMORETHUN 4•INTOWALKS OR CORRIDORS. THENUMeEROACCESSIBLEENSANCESSHPll BE EQUWPIENTTO THE NUMBER OF EXITS REWIRED 4.AVESTIBULE LOCATED IMMEDIATELYADJACENT LOAN EXIT ENCLOSURE AND 2.VISUAL ELEMENTS SHALL BEAT LEAST2-1/1'INTHESMALIEST DIMENSION. pCLEPJtOPENNG OF 20'MINIMUM. W OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 27'ABOVE BYE Y THE APPLICABLE BUILDING/FIRE CODE(EXAMPLE:IFABUILDING IS BEING DESIGNED WITH 5 CONSTRUCTED TOTHE SAME FIRE-RESISTIVE STANDARDS ASREQUIRED FOR CORRIDORS 3.SIGNALS SHALL BE VISBLE FROM THE VICINITY OF THE HALL CALL BUTTON. {.1.3(11) 4.1.6(3XE) 4.1.7(3)(C) WHERE REQUIRED PUBLIC ENTRANCES,AND OUTS ARE REQUIRED BY LOCAL CODE,THEN AT LEAST O THE PUBLIC AND OPENINGS. THE FINISHED FLOOR MAY PROTRUDE ANYA MOUNT. ALTERATIORMSTING CONDITIONS: IF TOILET ROOMS ARE PROVIDED,THEN EACH PUBLIC OR COMMON USE TOILET ROOM SHALL COMPLY FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND IT MAXIMUM ENTRANCES MUST BE ACCESSIBLE.NOTE.THBSECTION DOES NOT REQUIRE AN INCREASE IN THE 6APoRTKKNOASTALRWAY LANDING WITHIN AN EXIT WHICH IS INCAR LANTERNS. WITH THE ABOVE REQUIREMENTS,SHALL BE ACCEPTABLE WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLYWTTH CLEAR OPENING REQUIREMENTS, WITH THIS SECTION. Ft N PLANNED NUMBER OF ENIRANCESTOA BUILDING:E.G.IFA BUILDING IS BEING DESIGNED WITH TO THE EXTENOR AND IS SEPARATED FROM THE INTERIOR OF THE WILDING WTH NOT q.IOS 4.304 CHARACTERS ON HOISTWAY ENTRANCES FROMTI'TO80'ABOVE THE FINISHED FLOOR OR GROUND. MAXIMUM PROJECTION OF 5A"SHALL BE PERMITTED FOR THE LATCH SIDE STOP REDUCING THE OTHERTOILET ROOMS FRONDED FOR THE SPECIFIC USEOOCCUPANTS OF SPEGFlCSPADES(EG A G 3PUBLIC ENTRANCES,AND 4EX EXITS ARE REQUIRED BY LOCAL CODE,ALL PUBLIC ENTRANCESM MUST LSSTHANIHO A2 FIRE-RESISTIVE STAVE DOORS. PRIVATE TOILET ROOM FORA PRIVATE OFFICE SHALL BE ADAPTABLE.WOMWILLNEEDTOBE G Q a) PROTRUDING OBJECTS HALL NOT REWCETHEREWIRED GEAR WIDTHOAN ACCESSIBLE ALL ELEVATOR HOISTNAY ENTRANCES SHALL HAVE RAISED AND BRAILLE BOOR DESIGNATIONS PROVIDED REQUIRED CLEAR OPENING T0311A"MINIMUM). ) BE ACCESSIBLE,BUT A FOURTH ACCESSIBLE ENTRANCE NEED NOT BE ADDED.) 6.WHEN APPROVED M THEOTHER APPROPRIATE LOCAL AUTHORITY,AN AREASMOKE BA ROOM WHICH CAPABLE OF COMPLYING WITH THIS SECTION.) ROUTE ORMANEUVEKNG SPACE. S OKESEPARATEDFROMOTHERFORTIONSOFTHVE RA711NG BYNOTLES GARNER. ON CAPABLE 4.13.fi MANEUVERING CLEARANCES IF BATHING ROOMS ARE PROVIDED, EACH SUCH PUBLIC AND COMMON USE BATHROOM SMOKE SHALL HAVEAFIRE-RESISTIVE RATING OF NOTIESS THAN i HOUR AND CHARACTERS SHALL BE CENTERED ET ABOVE FINISH FLOOR. U � 4.1.3(0)(Aj(Ilq WHERE REWIRED THE FOLLOWING Nl4NEWEWNG CLEARANCESTIC,IN ADDITION TO DOORWAY WIDTH,ARE REWIRED AT SHALL COMPLY WITH THIS SECTION, W SHALL COMPLETELY ENCLOSE THE AREAORROOM.DOORS IN THE SMOKE BARRIER CHARACTERS ACCOMPANIED RAISED TOT,UP�RCASE,SANS SERIF OR SERIF TYPE, '� Es AN STORES IN STRIP SHOPPING SFWLTE PROVIDED TO EACH TENANCY INAFACILLTY(E.G.INDMDIIAL AND SHALL BEACWMPANIED BY GRADE2BRAILLE. SW.FRONTINGING OORSTFCH PULL SIDAUTE IF BEYOND LATH-ASSISTED(ALL DIMENSIONS ARE MINIMUM): g12,1 LOCATION - Q 2 STORES IN ASSIP SHOPPING CENTER). SHALL C TIGHTFITTING SMOKE AND DRAFT MINUTES B HAVING A FIRE 1.FRONTAICUL A T TO PULL SIDE 1I BEYOND LATCH SIDE O DOOR 80' Q�5 -PROTECTION RATING OF NOT LESS 7FIHN TO MINUTES AND SHALL BE SELF-OR 4.10.E 4.1.6(3)@ DOOR PROTECTIVE AND REOPENING DEVICE PERPENDICULAR TO DOORWAY. ACCESSIBLE TOILET ROOMS AND BATHROOMS SHALL BEONAN ACCESSIBLE ROUTE. _ O 4.1.3(8)(Bj(I) WHERE REQUIRED ATOMMTIGCLOSING.THE AREA OR ROOM SHALL BE PROVIDED WITH AN EXIT ELEVATOR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. 2.FRONT APPROACH TO PUSH SIDE IF DOOR HAS ACLOSER AND A LATCH:12'BEYOND 4222 4232 DOORS Q �/ 47E�i IF DIRECT PEDESTRIAN ACCESS IS FRONDED INTO THE WILDING FROM AN ENCLOSED PARING Uj DIRECTLY EXITENCLO$URE.WHERE ROOMORARWEXIT$IN70 AN EXIT DOORS SHAM HAVEAREOPENINGOEVICETHATWILLSTOP AND REOPEN DOOR IF DOOR LATCH SIDE OF DOOR 48'PERPENDICULAR TO DOORWAY. DOORSTO ACCESSIBLETOILETBATHROONS SHALL BE ACCESSIBLE(REFERTO ELEMENT IO,DOORSJ. 2 w GARAGE,AT LEAST ONE ENTRANCE FROM THE GARAGE TO THE BUILDING SHALL BE ACCESSIBLE. ENCLOSURE WHICH IS REWIRED TO BE OF MORE THAN 1 HOUR FIRE-TESISTI E BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. 3.FRONT APPROACH TO PUSH SIDE,WITHOUT CLOSER AND LATCH:SAMEWBTH AS DOORS SHALL NOTSWING INTO THE CLEAR FLOORSPACE REQUIRED FOR ANY FIXTURE ,/� CONSTRUCTION,THE ROOM OR AREA SHALL HAVE THE SAME FIRE-RESISTIVE THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT DOORWAY,48"PERPENDICULAR TO DOORWAY. W V, O 4.1.3 II WHERE REWIRED CONSTRUCTION,INCLUDING THE SAME OPENING PROTECTION,AS REWIRED FOR FOR AN OBSTRUCTION PASSING THROUGH THE OPENING ATHEIGHS OF FAND 2T ABOVE FINISH 4.HINGESIDLAPPROACH TO PULL SIDE 36'BEYONDLATON SIDE OF DOOR,80' 422.3 4.23.3 CLEARFLWRSPACE W DETAL5.1 I IF PE�IAN ACCESS IS PROVIDED FROM PEDESTRIAN TUNNELS OR ELEVATED WALKWAYS,AT LEM ADJACENT EXIT ENCLOSURE. FLOOR ALL ACCESSIBLE FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. Z PERPENDICULAR TO DOORWAY;OR{T BEYOND WITCH SIDED DOOR,54' 'MAX. LEARWID AMOUNT ONE BUILDING ENTRANCE FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. 7.AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS AND ADJACENT LOBBIES ARE DOOR REOPENING DEVICE SHAH REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS AFTER SUCH PERPENDICULAR TO DOORWAY. AN ONOBSTNICTED TURNING SPACE IS REQUIRED WITHINTHETOILETBATHIROOM.THIS SPACE - ;^ STAIRS- PRESSURIZED AS REQUIRED FOR SMOEPROOF ENCLOSURES BY LOCAL REGULATIONS. INTERVAL,DOORS MAY CLOSE IN ACCORDANCE WITH ASMHANSI A17.1.1990. 4/, _ 4.1.3(8)(C) WHERE REQUIRED 5.HINGESIOEAPPROACH TO PUSH SIDE,IFDDORHASAGOSERANDALATCH:51' SHALL BE EITHER DIAMETER OR SPACE, WITH 36'lEGS. SUCH PRESSURIZATION SYSTEM SHALL BE ACTIVATED BYSMOKE DETECTORS ON EACH PARALLEL TO DOORWAY(FROM LATCH SIDE,EXTENDING BEYOND HINGE SIDE 48" THE CLEAR SPACE AT FIXTURES AND CONTROLS,THE ACCESSIBLE ROUTE,AND THE TURNING SPACE IF THE ONLY ENTRANCE TO A BUILDING,OR TENANCY IN A FACILITY,B A SERVICE ENTRANCE,THE 4.f0.1 DOOR FOR HALL CALLS )• F I FLOOR LOCATED ISDUGIF WORK SHALL BE SEPARATED FROM AUTHORITY.PRESSURIZATION PERPENDICULAR TO DOORWAY. MAY OVERLAP. F -j LU ENTRANCE SHALL BE ACCESSIBLE. THE MINIMUM ACCEPTABLETIMEFROM CALCULATED AS LLOWS.ARBANSWEKNG ACALL UNTIL EQUIPMENT AND ITS DUCT WOIU(SHPLLBLSEPARATED FROM OTHERPoRRONSOTHE DOORS BEGIN TOCLOSE SHALL BE CALCUWTED AS FOLLOWS: 6.HINGE SIDE APPROACH TO PUSH SIDE,WI7NOIJTGOSER AND LATCH:51'PARALLEL TO 4.1.1 4.1. II SIGNAGE WILDING BY A MINIMUM 2 HOUR FIRE-RESISTIVE CONSTRUCTION. DOORWAY LATCH SIDE, BEYOND HINGE SIDE),4T PERPENDICULAR TO ) ANN9 r 4.1.3(BKC) LOCATIN Siff:EACH AREAOF RESCUE ASSISTANCE SHALL PROVIDE A MINIMUM OF2 ACCESSIBLE T=D(1.5 FTB)ORT=DI(445 MMVS) ( MERE TOILET AND BATHROOMS NOT ACCESSIBLE,ACCESSIBLE TOILET AND BATHROOMS SHAM E_ LU 51 WHERE FEASIBLE,ACCESSIBLE ENTRANCES SHALL BE THE ENTRANCES USED BY THE MAJORITY OF SPACES EACH BEING NOT LESS THAN 30'BY48'.THESE SPACES SWILL NOT ENCROACH ON ANY T=TIME INSEWNDS DOORWAY. BE IDENTIFIED BYASIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. - 0 7.LATCH SIDE APPROACH TO PULL SIDE,WITHOUT CLOSER:24"BEYOND LATCH SIDE OF 's: ig T PEOPLE VISITING ORWPoRIONG IN THE WILDING. RC-0UIRED EXIT WIDTH.THE IOTA NUMBER OF SPACES PER STONY5HALL NOT BE LESS THAN IPER D-DISTANCEON FT OR MM)FROM POINT 60"DIRECTLY IN FRONT OF FARTHEST CALLBLTTON TO DOOR,W PERPENDICULAR TO DOORWAY. 423.7 CONTROLS ANDOSPENSEKS 6 4.1.2(7)(0) 4.15(8)(D) 4.1.6(1)(H) /.30 SIGNAGE 2U0 PERSONS OF CALCULATED OCCUPANT LOAD SERVED BY THE AREA OF RESCUE ASSISTANCE. CENTERLINE OF HOISTWAY DOOR. 8.LATCH SIDE APPROACH TO PULL SIDE,WITHOUT CLOSER 24'BEYOND LATCH SIDE OF IF CONTROLS,DISPENSERS,RECEPTACLES,OR OTHER EQUIPMENT ARE PROVIDED,THEN AT LEAST ONE OF m I EXCEP7NIN:THE LOCAL AUTHORITY MAY REDUCE THE MINIMUM NUMBER OF SPACES TO I FOR THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE 5 SECONDS. DOOR,48"PERPENDICULAR TO DOORWAY. EACH TYPE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY NTH THE HEIGHT,GEAR FLOOR r WHEN ALL ENTRANCES ARE NOT ACCESSIBLE,ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY ASIGN J � EACH ARFAOF RESCUE ASSISTANCE ON FLOORS WHERE THE OCCUPANT LOAD IS LESS THAN 2U0. 9.LATCH SIDE APPROACH TO PUSH SIDE,IF DOOR HAS CLOSER 24'BEYOND LATCH SIDE SPACE,AND OPERATION REQUIREMENTS SPECIFIED IN ELEMENT 5,ACCESSIBLE ROUTE. SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.ENTRANCES WHICH ARE NOTACCESSIBLE STAIRWAY NDTH:EACH STAIRWAY ADJACENT TO AN AREA OF RESCUE ASSISTANCE SHALL HAVE A 4.10.8 DOOR DELAY FOR CAR CALLS F: INCLUDING ALTERED ENTRANCES WHICH ARE NOT MADE ACCESSIBLE)SHALL HAVE DIRECTIONAL SIGNAGE MINIMUM CLEARWBTH OF 48"BETWEEN HANDRALS. THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO CALL SHALL BE 3 SECONDS. OFOWR,48'PERPENDICUlARTO DOORWAY. 10.LATCH SIDE APPROACH TO PUSH SIDE,WITHOUT CLOSER 24•BEYOND LATCH SIDE OF I, DETAIL 51 DETAIL 5S INTESINGTHE SHALLLOCATION COMPLY WITH THE EST ACCESSIBLERQUIREMNT ENTRANCE. TWO-WAYWMMUNICATION:AMEMOD OFTWDWAY COMMUNICATION,WITH BOTH 4LAIL9 4.1.6(3)(II) FLOOR PLANS OF ELEVATOR CARS DOOR,47 PERPENDICULARTO DOORWAY. t' THE RACIERIGNAGE SHALL RTI WITH THE REQUIREMENTS FOR: SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR MANEUVER WITHIN REACH OF CHARACTER PROPORTION CHARACTER HEIGHT VISIBLE AND AUDIBLE SBNALS,SHALL BE PROVIDED BETWEEN EACH AREA OF RESCUE ASSISTANCE AND F THE PRIMARY WILDING ENTRY.THE FIRE DEPARTMENT OR LOCAL AUTHORITY MAY APPROVE A CONTROLS,AND EWTHE CAR THE FOLLOWING MANEUVERING CLEARANCES,IN ADDITION TO DOORWAY WIDTH,ARE REWIRED AT ELEMENT2:ACCESSIBLEPARKING FINISH AND CONTRAST (REFERTOELEAIENf16:SIGNAGEFORSPECIFICREWIREMENS) LOCATION OTHER THAN THE PKMARYENTRY, DOORS WALL PROVIDE 36'CEAHMINIMUM SLIDING AND FOLDING DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSBTED(ALL DIMENSIONS ARE I E THIS SIGNAGE SHALL BE INSTALLED IN ALLOCATION WHICH WILL PREVENT APERSON WITH A IDENTIFICATION:EACH AREA OF RESCUE ASSISTANCE SHALL BE IDENTIFIED BY ASIGN WHICH CAB DEPTH:51.MINIMUM,WITH 54'MINIMUM FROM REAR OF CAB TO INSIDE FACE OF DOOR MINIMUM): 4.1.2(5)(C) PASSENGERLOADINGZONES DISABILITY FROM HAVINGTORESACE HB PPPROADHRWTE TO THE INACCESSIBLE ENTRANCE. STATEVAREA OF RESCUEASSISTANCE'AND DISPLAYSTHE INTERNATIONAL SYMBOL OF CABWIDTH:SIDE OPENING DDOR-WMINIMUM:CENTEROPENING DOORAPMINIMUM. 1.FRONT APPROACH:SAME WIDTH AS DOORWAY,48'PERPENDICULAR TO DOORWAY. EIF PASSENGER LOADING ZONES ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH THIS SECTION. ACCESSIBILITY.THE SIGN SHA L BE ILLUMINATED WHEN EXIT SIGN ILLUMINATION IS REWIRED. CLEARANCE BETWEEN CAR PLATFORM SILL AND EDGE OF HOISTWAY LANDING SHALL BE I-114'MAXIMUM. 2.SLIDE SIDE APPROACH:W PARALLEL TO DOORWAY(RROM LATCH SIDE,EXTENDING $ 1.1.3(F)(A) DOORS SIGNAGE SHPII ALSO BE INSTALEO ATALLINACCESSIBLE EXITS AND WHERE OTHERWISE NECESSARYTO BEYOND SLIDE SIDE),AT PERPENDICULAR TO DOORWAY.AT EACH ACCESSIBLE ENTRANCE,AT IEASTONE DOOR SWVL BE ACCESSIBLE 4.10.10 4.6 FLOOR SURFACES FID 4.1.2(5)(3) VALET PARKING CLEARLY INDICATETHE DIRECTION TO AREAS OF RESCUE ASSISTANCE.IN EACH AREA OF RESCUE SHALL BE FIRM,STABLE,AND SUPRESISTENT. 3. o SIDE APPROACH:24"BEYOND LATCH SIDE OF DOUR 47 PERPENDICULAR TO i VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE COMPLYING WITH THIS ASSISTANCE,INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE IF CARPET IS USED,ITSHAL HAVE THE FOLLOWING FEATURES: DOORWAY SECTION. ELEMENT 5:ACCESSIBLE ROUTE-INTERIOR POSTED ADJOINING THE TWO-WAY COMMUNICATION SYSTEM. SHALL BE SECURELY ATTACHED; THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALLBE LEVEL AND GEAR. VALET PARKING FACILITIES ARE NOT REQUIRED TO PROVIDE ACCESSIBLE PARKING SPACES. EXCEPTION:ENTRY DOORS TO ACUTE CARE HOSPITAL BEDROOMS FOR INPATIENTS ARE EXEMPT 4.1.3(1) WHERE REWIRED ALEVEL CUSHION, LOOP,BACKING NONE); PERSONS EISRECOMMENDEDTHATSOME ACCESSIBLE EQUIPPED WITH SPACES BEFRONDED,ASSOME MAXIMULOOP,TEXTUREDLOOP,LEVEL CUT PILE OR LEVEL CUFNNCUTPILE TEXTURE; FROM THE WITCH SIDE EXTENSIONS IF THE DOOR LSAT LEASE44'WIDE. PER BE OPERBLEBYIA PARKING EQUIPPED WITH SPECIAL CONTROLS WHICH MAY AT LEASTORNE ACILITYELEROUTE NTH COMPLYING THE SECTION SALELMENSWECT ITHINELEMENTS THE BUILDING EXPOSED EDGES FASTENED 70 FLOOR SURFACES WITH CARPET EDGE TRIM. L OR FACILITY. 4.8.1 WHEREREWIRED 4.13.7 TWO DOORS IN SERIES 61 4.6.2 4.1.2(5)IB) LOCATION WHEREVER THE SLOP OF THE ACCESSIBLE ROUTE EXCEEDS 1:20 IN). 4.10.11 ILLUMINATION LEVELS THE MINIMUM SPACE BETWEEN TWO HINGED ORPMOTED DOORS IN SERIESSHALL BE 48'PLUS =- ACCESS IBLE PARKING SPACES SERVING APARTICUWR BUILDING SHALL BELOCATEDONTHE 4.3.2(4) WrHEREREQUIRED ILLUMINATION ORAT CONTROLS,PLATFORM AND THRESHOLD AND LANDING SHALL BE MINIMUM 5 THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE WILDING AN ACCESSIBLE ROUTE SHALL CONNED IFAT LEAST ONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLE 4.62 SLOPE FOOT CANDLES DOORS N SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE ENTRANCE DWELLING UNIT WONT THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE LEAST POSSIBLE SLOP SHALL BE USED BETWEEN THE DOORS. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE DWELLING UNIT. MAXIMMMSLOPE1:12 4.10.12(i) CAR CONSOLS: , G TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES BUTTONS 4.13.8 4.1.6(3)(DNIO THRESHOLDS AT DOORWAYS �'( ACCESSIBLE PARING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE 41.3(5) 4.1.6(1)(KK)(HQ WHERE REQUIRED MAXIMUM SLOPE O ADJACENT SURFACES:1:20 SIZE:314'MINIMUM N LEAST DIMENSION. MAXIMUM THRESHOLD HEIGHT:TO(3W AT EXTERIOR SLIDING DOORS). ENTRANCES. IN MULTISTORY BUILDINGS NOT REQUIRED TO HAVE AN ELEVATOR(REFER TO ELEMENT 8: BUTTONS SHALL BE RAISED OR FLUSH - ALLVANACCESSIBLESPACESMAVBEOROPEDONONELEVELOFPARKINGSSUCTURE � /.83 CLEAR WIDTH RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALLBLBEVELID WI7HASLOPE NO GREATER THAN (UNIVERSAL'SPACES,WHEN PROVIDED,MAY ALSO BE GROUPED ON ONE LEVEL OF A ELEVATORS),FLOORS LOCATED ABOVE AND BELOWTHE ACCESSIBLE GROUND FLOOR ENTRANCE SHALL MINIMUM:36". L2. PARKING STRUCTURE). COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS I-20. 4.10.12(2) CAR CONTROLS IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING,ACCESSIBLE PARKING INEMSTING MULTISTORY BUILDINGS WITHOUT AN ELEVATOR,ALTERATIONS TO FLOORS ABOVE AND 4.8.4 LANDINGS CONTROL NOICATORS ALTENATIONSENSnNG CONDRIONS; SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE BELOW THE ACCESSIBLE GROUND FLOOR SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS I-20. LEVEL LANDINGS REWIRED AT TOP AND BOTTOM OF EACH RUN,WITH THE FOLLOWING FEATURES: IF EXISTING THRESHOLDS ARE 314'HIGH MAXIMUM,AND HAVE(OR ARE MODIFIED TO HAVE)A PEDESTRIAN ENTRANCE TOTHEFACILITY. 1.MINIMUM WIDTH:EQUALTOWIDTH OF RAMP. ALL CONTROL BUTTONS SHALL BE DESIGNATEDBY BRAIILEAND BY RAISED STANDARD ALPHABET IF SWIEDOEON WON SIDE,THEY MAY MAXIMUM, 4.35 WIDTH 2.OU7CiTH:MINIMUM 60'CIFM CHARACTERSFONLETTEIS,AFABI SYMBOLS FOR NUMERALS,OR STANDARD SYMBOLS AS REWIRED IN 4.1.2(5)(A) 4.6.3 'STANDARD' ACCESSIBLE SPACES MINIMUM CLEAR WIDTH.38"(EXCEPT ASALLOWEDAT DOORS). 3.IF RAMP CHANGES DIRECTION AT LANDING,LANDING SHALL BE MINIMUM 6P BY60'. ASMEANSIA17.1-1990. 4.13.8 DOOR HARDWARE 4.IF DOORWAY B LOCATED AT LANDING,MANEUVERING SPACE B REQUIRED(REFER TO CHARACTERS SHALL BE SISTO T HIGH,RAISED LOT',UPPERCASE,SANS SERIF OR SIMPLE SERIF ACCESSIBLE SPACES SHAM HAVE THE FOLLOWING MINIMUM DIMENSIONS: HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT S EASY PARKING SPACE WIDTH:96' 4.3.3 WIDTH AT TURNS ELEMENT IO:DOORS). TYPE,AND SHALL BE ACCOMPANIED BYGRADE 2 BRAILLE. TO GRASP WITH ONE HAND AND DOES NOT REWIRE TIGHT GRASNNG,TIWT PINCHING,ORiWISTING 3FCLEARWIDTH IS PERMITTED FOR A90 TURN IF NOADDSONALTURN IS REQUIRED WITHIN 4F. ALL RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO WHICH THEY APPLY. ACCESS AISLE WIDTH:W' OF THE WKSTTO OPERATE. CLEAR WIDTH WITH TURNSAROUND AN OBSTRUCTION LESS THAN 4FNDE SHALL BE 47 4.8.5 HANDRAILS FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT WHEN EACH CALL IS - VERTICALCLEARANCE:80" MINIMUM,WITH 48"MINIMUM WIDTH AT TURN. REQUIRED IF:FUSE EXCEEDS 6:OR RAN(HORIZONTAL PROJECTION)EXCEEDS IT. REGISTERED AND EXTINGUISH WHEN EACH CALL IS ANSWERED. LE ACCEPTABLE LEDESIGRATED MECHANISMS,PUSH-TYPE MECHANISMS,AND U•SHAPED HANDLES ARE REVISIONS 4.1. ACC LEE SPACES THE FOLLOPACESWING ALL FLOOR BUTTONS SHALL BE MAXIMUM SCABOVE FLOOR WHERE SIDE APPROACH B PROVIDED, /ICBEN SLIDINGDOORS DESIGNS. C VAN ACCESSIBLE'SPACES SHALL HAVE THE FOLLOWINGMINIMUM DIMENSIONS: 4.3.4 PASSING SPACE SHALL BE AIL ON SWBOTHSIRDOLEG RA. MEN BOTH IDES. SANE FULLY OPEN,OPERATING HARDWARE SHALL BE EXPOSED AND USABLE (, 48'MAXIMUM WHERE FORWARD IS REQUIRED. PARKING SPACE WIDTH:BY FAN ACCESSIBLE ROUTE IS LESSTW1N SIT WIDE, SPACESARE REWIRED AT MAXIMUM INSIDE RAIL ONSWITCHBAC(ORDWLEG RAMPS SHALL BE CONTINUOUS. FROM BOTH SIDES. 2001NTERVALS.PASSING SPACE MAYBE EITHER STY BY 60-SPACE, -INTERSECTION OPTING EMERGENCY CONSOLS(INCLUDING ALARM AND STOP)SHALL BE GROUPED AT BOTTOM OF PANE, HARDWARE REQUIRED FOR PASSAGE SKILL BE MOUNTED NO HIGHER THAN 4B'ABOVE FINISHED ACCESS AISLE WIDTH:9G WHERE NOT CONTINUOUS, SHALL EXTEND AT LEAST 17 BEYOND TOP AND BOTTOM ONRAMP, WITH CENTERLINES 35MINIMOM ABOVE FLOOR. VERTICAL CLEARANCE:W(AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR WARS OFRCORRIDORS. PARALLEL TO GROUND SURFACE. FLOOR ROUTE TO THE SPACE CONSOLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER OPENING DOORS,AND AT ETHER 4.3.5 4A.2 HEADROOM HEIGHT:343FABOVE RAP SURFACE ASIDE WALL OR THE FRONT WALL IF CARS HAVE SIDE OPENING DOORS. 4MAO DOOROLOSERS 11 A4.6 'UNIVERSAL'ACCESSIBLE SPACES MINIMUM GEAR HEADROOM:80' CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE i-iR'. IFADOOR HASACLOSER THEN THE SWEEP PERKIOOTHECIASERSHALL BE NMIBTEDSOTHAT FROM ''1 0 UNIVERSAL'PARKING DESIGN SPACES$HALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE B REDUCED TO LESS THAN x PARKING SPACE WIDTH:132" GRIPPING SURFACES SHALL BE CONTINUOUS(UNINTERRUPTED). AVIS3 CPR POSITION INDICATORS THE LATCH, H,ME MEASURED T,THE DOORSECOND MOVE TOAPoINT 3'FROM 0 IT, SHALL BE FRONDED. AVISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVETHECPR CONTROL PANEL OR ABOVE THE THE LATCH,MFASl1RED TO THE LEADING EDGE OF THE DOOR ACCESS AISLE WIDTH:W' ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR,WALL,OR POST. i El VERTICAL CLEARANCE:98'(AT PARINGAN SPACE D ALONG AT LEAST ONE VEHICULAR 4.3.7 SLOPE HANDRAILS SHALL NOT ROTATE IN THEIR FITTING$. DOOR ROUTE TO THE SPACE) RUNNING SLOPE SHALL NOT EXCEED 1:20,(IF SLOPE EXCEEDS 120,REFERTO'RAMPT SECTION). DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE I4147TO 1-111,OR SHILL PROVIDE AN ARTHECA PASSES ORSTOPSATA FLOOR,THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND 311 oppR ppENIINC,Fo G AN AUDIBLE SIGNAL SHALL SOUND. �FIEMAXIM'JA1 f"ONCE FOR PUSHING OR PULLING OPEN A DOOR SIWL BE AS FOLLOWS: 0 CROSS SLOPE SHALL NOT EXCEED 1:50(2%). EQUIVALENT GRIPPING SURFACE. NUMERALS SHALL BE A MINIMUM I?HIGH. 1.FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BYTHE 4.6.5 PASSENGER LOADING ZONES MAY BE LOCATED INA RECESS PROVIDED THAT THE RECESS IS FDEEP MAXIMUM AND EXTENDS AUDIBLE SIGNAL SHALL BE NO LESSTWN 20DEDIBElSW11H FREQUENCY NO HIGHER THAN 1500 H2. APPROPRIATE ADNINI$7RATIVEALIIHORItt. I El PASSENGER LORDING ZONES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 4.3.8 4.52 4.1.6(1)(F) CHANGES IN LEVEL IFMINIMUM ABOVE THE TOP OF THE HANDRAIL. AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE 2.OTNERDOORS E3 VEHICLE PULL-UP SPACE WIDTH:(NOT SPECIFIED) UP TO 1W:REQUIRES NO EDGE TREATMENT(VERTICAL EDGE PERMITTED). RAILS AND ADJACENT SURFACES SHALL BE FREE OFABRASIVE OR SHARP ELEMENTS.EDGES SHALL AUDIBLE SIGNAL A EXTERIOR HINGED DOORS:(NO REQUIREMENT ATTHIS TIME) B ACCESS AISLE WIDTH:60' IW TO II EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 11 ORS . HAVE A MINIMUM RADIUS OF VF. B.INTERIOR HINGED DO :5 LBF B ACCESS AISLE LENGTH:201(ADJACENT AND PARALLEL TO VEHICLE SPACE) GREATER TRAMO:REQUIRES A RAMP,ELEVATOR,OR PLATFORM LIFT. C.SLIDING OR FOLDING DOORS:SLBF VERTICAL CLEARANCE:114'(AT LOADING ZONE AND ALONG AT LEAST ONE VEHICULAR ROTE 4.8.6 CRDSSSLOPE 4.10.14 EMERGENCY COMMUNICATIONS TO THE LOADING ZONE). STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. MAXIMUM CROSS SLOPE OF RAM SURFACE SHALL BE I:% IF PROVIDED,EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOSTWAYSHALL COMPLY WITH ASMEIANSI A17.1-1990. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER E PAR 7 ACCESS AISLE 4.8.6, 4S SURFACES HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM4FFROM FLOOR. DEVICES THAT MAY HOLD THE DOOR IN AG0.SED POSITION. - L_ PARKING ACCESS AISLES SHILL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ALTERATNNSEXISTNG CONDITIONS: RAMP SURFACE SHALL BE FIRM,STABLE,AND SUP-RESISTENT(IF CARPETED,REFER TO REQUIREMENTS SYSTEM SHALL BE IDENTIFIED BY RASED SYMBOL AND LETTERING LOCATED ADJACENTTOTHE ENTRANCE. IF AN ESCALATOR OR STAIR IS ADDED WHERE NONE EXISTED PREVIOUSLY,AND MAJOR STRUCTURAL UNDER ELEMENT 5:ACCESSIBLE ROUTES.) DEVICE.CHARACTERS SHALL BE 5B•TO T HIGH,RASED I/J2',UPPER CASE,SANS SERIF OR 4.13.12 AROMATIC DOORS AND POWER-ASSISTED DOORS TWO ACCESSIBLE PARING SPACES MAY SHARE ACOMMON ACCESS AISLE. MODIFICATIONS ARE NECESSARY FOR SUCH INSTALLATION,THEN AMEANS OF ACCESSIBLE VERTCAL PROTOTYPE PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS(RAMP,ELEVATOR,OR PLATFORM LIFT)SHALL BE PROVIDED. SIMPLE SERF TYPE,AND SHALL BE ACCOMPANIED BY GRADE 2BRJLLE IF AN AUTOMATIC DOOR IS USED,THEN IT SHALL COMPLY WTH ANSfiN9AAA156.10.1905. 107 X 163 W 4.8.7 EDGEPROTECTION IF SYSTEM USES A HANDSET,MINIMUM CORD LENGTH SHALL BE 29'. SLOWLY OPENING,LOW-POWERED,AUTOMATIC DOORS SHALL COMPLY NTH ANSI A156.19.1984, 4.6.3 4.6.6 SLOPE RAMPS AND LANDINGS WITH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS,RAILINGS,PROJECTING IF LOCATED IN A CLOSED COMPARTMENT,DOOR SHALL BE OPERABLE WITH ONE HAND,SHALL NOT SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3SECOND AND SHALL REQUIRE NO PARKING SPACES,PASSENGER LOADING ZONES,AND ACCESSAL9LES SHALL HAVE A MAXIMUM 4.3B 4.5 GROUND AND FLOOR SURFACES SURFACES,OR MINIMUM THIGH CURBS,TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST,AND SHALL REQUIRE A MAXIMUM MORE THAN 15 LBF TO STOP DOOR MOVEMENT. STORE NUMBER _ SLOPE OF 1:50(2%)IN ALL DIRECTIONS.(CURB RAMPS ARE NOT PERMITTED WITHIN THE SHALL BE FIRM,STABLE,AND$UPRESISTENT.(IF GRATINGS ARE USED,REFER TO REQUIREMENTS q,8.8 OUTDOOR CONDITIONS FORCE OF LBF. IF A POWER-ASSISTED DOOR B USED,ITS DOOR OPENING FORCE SHALL COMPLY WITH FORCES LISTED - REQUIRED AREA OFACCESS AISLES AND LOADING ZONES.) UNDER ELEMENT I:ACCESSIBLE ROUTE.) OUTDOOR RAMPS AND ONDI APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REWIRE VOICE COMMUNICATION. ABOVE(SEE'DOOR OPENING FORCE)AND ITS CLOSING FORCE SHALL COMPLY WITH ANSI D 4.1.2(7)(0) 4.64 SIGNAGE 451 CARPET ON THEIR WALKING SURFACES. (WBIG ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH SPEECH OR HEARING IMPAIRMENTS). A156.1&1984. WD PROJECT NUMBER /A ACCESSIBLE PARING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE IF CARPET IS USED,IT SHALL HAVE THE FOLLOWING FEATURES A RAIPD0001 0 A INTERNATIONAL SYMBOL OF ACCESSIBILITY. SHALL BE SECURELY ATTACHED; 'VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN STATE'VAN-ACCESSIBLE A FIRM CUSHION,PAD,OR BACKING(OR NONE); BELOW THE SYMBOL OLE SPACES ARE Y.PROVIDED.) SIGN IS NOT REWIRED WHEN ALL A LEVELMAXIMUM PILE TEXTURED LOOP,LEVEL CUT PILE ONLI:VB.CU7NNCUF PILETEXNRE; �OO Q 'UNIVERSAL'ACCESSIBLE SPACES ARE FRONDED.) MAXIMUM PILE THINNESS 12'; ACCESSIBLE PASSENGER LOADING ZONES SHALL BE IDENTIFIED BY A SIGN SHOWING THE EXPOSED EDGES FASTENED TO FLOOR SURFACES NTH CARPET EDGE TRIM. INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. A^ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 _. 4,'. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 75 16 k' �TM ELEMENT 12.1:WATER CLOSETS ELEMENT 12.5:SINKS ELEMENT 12.9:TUBISHOWER SEATS ELEMENT 16:SIGNAGE 4.16.2 CLEAR FLOOR SPACE 4242 HEIGHT SINKS SHALL BE MOUNTED NTH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34'ABOVE 421.3 BATITTUBS:IN-TUB SEATS,OR SEATS AT HEAD END OF ACCESSIBLE BATHTUBS,SHALL COMPLY WATER CLOSETS SHALL BE LOCATED fB'FROMASIDE WALL OR PARTITION, WITH THIS SECTION.(REFERTO ELEMENT 12.6:BATHTUBS.) 4.1.3(16)(A)UWHERE APPLICABLE SIGNS MACH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH THE 4.31.5 HEARING AID COMPATIBLE AND VOLUME CONTROL TELEPHONES M partners THE FNISH FLOOR REQUIREMENTS LISTED BELOW FOR: WHERE REWIRED: - CLEAR WATER SPACE FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS IS REQUIRED AS FOLLOWS, 4243 KNEECLEARANCE KNEE CLEARANCE OF 2Y HIGH MINIMUM,30'WOE MINIMUM,AND 19'DEEP SHOWERS:REQUIRED SEAT IN'TRANSFER SHOWER,AND MY SEAT PROVIDED IN A'ROLL IN, RAISED AND BRAILLEDCHARACTERS AND PICTOGRAMS DEPENDING ON APPROACH FRONDED TOTHE FIXTURE(ALL DIMENSIONS ARE MINIMUM): MINIMUM SHALL BE PROVIDED UNDERNEATH SINKS. SHOWER,SHALL COMPLY MTH THIS SECTION.(REFER TO ELEMENT 121:SHOWER STALLS.) 1.TELE 40 ES SHALL BE HEARING AID COMPATIBLE. 2852 Kelvin Avenue 1.FRONT APPROACH:W FROM BACK WALL,4T FROM SIDE WALL(LAVATORY MAY 4.35.4 WHEREAPPLICABLE BENCHES REQUIRED INACCESSIBLE DRESSING AND FITTING ROOMS REFER TO ELEMENT 20: FINISH AND CONTRAST 2.VOLUME CONTROLS,CAPABLE OF A MINIMUM OF I2 DRAAND A MAXIMUM OF IB 124.4 DEPTH EACH SINK SHALL BEAMAXIMUM EIR'OEEP. ( MOUNTING LOCATION AND HEIGHT Irvine,CA 92814 PROTRUDE tY MAXIMUM INTO SPACE ALONG BACKWALL(. 4245 CLEARFLOORSPACE A CLEAR FLOOR SPACE 30'BY4"SHALL BE PROVIDED IN FRONT OFA SIN(TOALLOW DRESSING AND FITTING ROOMS)SHALL COMPLY NTH THE STRUCTURAL STRENGTH DBAABOVE NORMAL,SHALL BE PROVIDED.IF AN AUTOMATIC RESET IS PROVIDED, IBOBA MAYBE EXCEEDED. 2.SIDE APPROACH:56'FROM BACKWALL,48'FROM SIDE WALL(LAVATORY MAY FORWARD APPROACH. REQUIREMENTS OF THIS SECTION, 4.1.33(161(Bl M'753.7678 F PROTRUDE IT MAXIMUM INTO CLEAR SPACE ALONG BACKWALL). 426.3 STRUCTURAL STRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 4.31.E EACH RANGES NOT DABOVE FOR OPERABLE ARTS O SHALL INAPOSffIONiHATCOMPUEBWRH THE I.,; THE CLEAR UNDERNEATH THE SINK. OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND BUILDING WHERE APPLICABLE REQUIREMENTS SIGNS WHICH PROVIDE DIRECTIONTO,OR INFORMATION ABOUT,FUNCTIONAL SPACES OF THE SAME ODRDUANGH NOTEDRDFRO THE MTHEELEPHONES. 3.FRONTANOSDE APPROACH:56"FROM BACK WALL,60"FROM SIDEWALL(LAVATORY pMAXIMUMOLI9'UNDERNFATH THESINK. 1.BENDING STRESS INDUCED BYMAXIMUM BENDING MOMENT FROM APPLICATION OF BUILDING SHALL COMPLYWITHTHE REWIREMBVTSLISTEO BELOW FOR IBIS CORD LENGTH THE CORD FROM THE TELEPHONE TOTHE HANDSET SHALL BE AilFA4T28'LONG. +N wdpaRners.com MAYNOTPROTRUDE INTO CLEAR SPACE). 25D LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED. CHARACTER PROPORTION 481.9 TEXT TELEPHONES WHERE REWIRED: CLEARROOR SPACE MAYBE ARRANGED TO ALLOW ETHERA LEFT-HANDED OR RIGHT-HANDED 42A8 EXPOSED PIPES AND SURFACES HOT WATERAND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATEDOR OTHERWISE 2 SHEAR STRESS INDUCED BY APPLICATION OF 2W LBF SHALL BE LESS THAN CHARACTER HEIGHT 1.TEXTTELEPHONES USED WITH A PAY TELEPHONE SHALL BE PERMANENTLY AFFIXED - CONFIGURED TO PROTECT AGAINST CONTACT. ALLOWABLE SHEAR STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN SEAT APPROACH. FINISH AND CONTRAST WITHIN,ORADJACENTTO,THE TELEPHONE ENCLOSURE.IF AN ACOUSTIC COUPLER THERE SHALL BE NO SHARP ORPBRASIVE SURFACES UNDERLAVATDRIES. AND MOUNTING BRACKET IS CONSIDERED TO BE RALLY RESTRAINED,THEN DIRECT AND EXCEPTION:BUILDING DIRECTORIES,MENUS,AND ALL OTHER SIGNS WHICH ARE TEMPORARY S USED,THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG AS TO ALLOW CONNECTION 4.15.3 HEIGHT 427.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HANDANDSHALL NUT REQUIRE TIGHT GRASPING, TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEARSTRESS, ARE NOT REQUIRED TO COMPLY. OF THE TEXT TELEPHONE AND THE TELEPHONE RECEIVER - AUanta THE HEIGHT TO THE TOP OF THE TOILET SEATS SHALL BE I7"TO 191. PINCHING,OR TESTING OF THE WRIST. WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 4.1.2(7)WHEREAPPLICABLE ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE 2.PAYTELEPHONES DESIGNED TO ACCOMMODATE APORTA3LE TEXTTEIEPHONE SHALL Boston SEATS SHALL NOT BLSPRUNG TO RETURN TOALIFTED POSITION. 3.SHEAR STRESS INDUCED INAFASTENEROR MOUNTING DEVICE FROM APPLICATION OF BE EQUIPPED WITH ASHELF PAID PH ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE S Chicago THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 14TERNADONAL SYMBOL OF ACCESSIBILITY ARE: L LEVER-OPERATED, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE 250 USE SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR A PARKING SPACES DESIGNATED AS RESERVED FOR PERSONS WITH DISABILRIES; TELEPHONE ENCLOSURE.THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING L8 Columlws 4.16.4 416 GRAB BATS MOUNTING DEVICE ORTHESUPPORTING STRUCTURE,WHICHEVERISTHE SMALLER FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS,THE FOLLOWING GRAB BARS SHALL BE PROVIDED, EXAMPLES OF ACCEPTABLE DESIGNS. B.ACCESSIBLE PASSENGER LOADING ZONES; PLACED RUSH ON THE SURFACE OF THE SHELF.THE SHELF SHALL BE CAPABLE OF Dallas F SFLFCLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10SECONDS. ALLOWABLE LOAD. C.ACCESSIBLE EWRAJICES WHEN NOT ALL ARE ACCESSIBLE INACCESSIBLE ENTRANCES ACOOMMODATING ATEXTTELEPHONE AND SHALL HAVE 6'MINIMUM VERTICAL 3S ID ABOVE THE FINISH ROOM: ( Los Angeles 4.TENSILE FORCE INDUCED IN A FASTENER BYA DIRECT TENSION FORCE OF25O LBF PLUS SIDE WALL 4Y LONG MINIMUM,12'FROM BACK WALL SHALL HAVE DIRECTIONALSIGNAGE TO INDICATE ROUTETO NEAREST ACCESSIBLE CLEARANCE IN THE AREA WHERE THE TEXT PROVIDED. FOR EX IS TO,APLACED. Miami BACK WALL:38'LONG MINIMUM,IY MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. ELEMENT 12.6:BATHTUBS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE ESS THANUPPOR ENTRANCE); 3.EQUIVALENT NALEM FAGLRATION MAY BE PFtONDED.FOR EXAMPLE,A PORTABLE TEXT THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. D.ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE. TELEPHONE MAY BE MADE AVAILABLE IN A HOTEL AT THE REGISTRATION DESK IF ITS Sacramento 4.168 427A FLUSH CONTROLS AVAILABLE ON A 24 HOUR BASIS FOR USEWITH NEARBY PUBLIC PAYTELEPHONES.IN /ZIT WHERE REOUIREO IF BATHTUBS OR SHOWERS ARE PROVIDED,THEN RT LFASTONE TUB SHALL COMPLY WITH THIS 4.30.2 CHARACTER PROPORTION CONTROLS SHALL BE M'MAXIMUM ABOVE THE FINISH ROOK. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5PND THIS INSTANCE,AT LEAST 1 PAY TELEPHONE SHALL BE DESIGNED TO ACCOMMODATE THE e' SECTION,OR AT LEAST ONE SHOWER COMPLYING WITH ELEMENT 12.7:SHOWER STALLS SHALL CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE BIDE OF TOILET AREAS. BE FRONDED. ELEMENT 14:STORAGE 1:1,AND ASTROIE•NDTI+TO-HEIGHT RATIO BETWEEN 1:5AND 1:10. PORTABLE TEXT TELEPHONE.) L'.. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. BEP VIDEO. ACE CLEAR FLOOR SPACE IN FRONT OF BATHTUBS SHALL BE PROVIDED AS FOLLOWS(ALL DIMENSIONS CONTROLS SHALLBE OPERABLE NTH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, ARE MINIMUMS): 4.1.3(12)(N IF FIXED OR BUILT414STORAGE FACILITIES SUCH ASCABINETS,SHELVES,CLOSETS,AND DRAWERS a PINCHING,OR TESDNGOFTHEWRIST, INTUBMUM NTH APPROACH FROM HEAD END OFTUB:30'WIOE,fiO"LONG. ARE PROVIDED INACCESSIBLE SPACES,AT LEASTONE TYPE PROVIDED SHALL CONTAIN STORAGE 4.30.3 CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATEERTIMN 5 LBF. FROM WHICH THEYARETO BE READ. ` IN TUB SEAT,SIDE APPROACH:48'WIDE,6 LONG. SPACE COMPLYING NTH THIS SECTION. FOR SIGNS HIGHER THAN EXABOVE THE FINISH FLOOR,CHARACTER SIZE SHALL BE 3' 4.1BB DISPENSERS SEAT AT HEAD OF TUB,WITH APPROACH FROM HEAD END 30'WIDE,75"LONG. 4.1.3(12XB)WHEREAPPUCABLE SHELVES OR DISPLAY UNITS ALLOWING SELF-SERVICE BY CUSTOMERS IN MERCANTILE MINIMUM. TOILET PAPER DISPENSERS SHALL BE INSTALLED W THE SIDE WALL,BELOW THE GRAB BAR A LAVATORY MAY BE LOCATED AT FOOT(CONTROL)END OF TUB WITHIN THE REQUIRED CLEAR OCCUPANCIES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. K MINIMUM 1TABOVE THE FLOOR AND AMAXIMUM 3V FROM THE REAR WALL. FLOOR SPACE. 4.1.7(3)(E)WHERE REQUIRED HISTORIC PRESERVATION: LOWER CASE LETTERS ARE PERMITTED. DISPENSERS THAT CONTROL DELIVERY,OR DO NOT PERMIT CONTINUOUS PAPER FLOW,SHALL NOT BE 4208 SEAT AN IN-TUB SEAT OR ASEAT ATTHE HEAD END OF THE TUB SHALL BE PROVIDED. OSPLAYSAND WRITTEN INFORMATION,DOCUMENTS,ETC.SHOULD BE LOCATED WHERE THEY K, USED. SEAT AT HEAD OFTUB,WHERE USED,SFWLI.BE 15'MOE. CAN BE SEEN BYA SEATED PERSON, AND SIGNAGE DISPLAYED HDRIZONTALLY(E.G., 4.30.4 RAISED ANDBRALEDCHARACTERS SEATS SHALL BE SECURELY AND SHALL NOT SKIP DURING USE. OPEN BOOKS)SHOULD BE NO HIGHER THAN 44'ABOVE THE FLOOR LETTERS AND NUMERALS SHALL BE BY GRADE 2,UPPER CASE,SANS SERIF OR SIMPLE SERIF 9 TYPE AND SHALL BE ACCOMPANIED INGRADE2BRAILLE. �G ELEMENT12.2:TOILETSTALLS 9:TURSOWERSEHE STRUCTURAL TRENGHOFSEATS AND THEIR ATTACHMENTS SHPllCOMPLY WITH EEMFN /15.2CCHBYAPERSNUSINGWHEE FLOOR HAIRSHLLBEPOVIDEDATA THAT PILOWS ESTORAERAFOITIES. OR PARALLEL RAISED CHARACTER SHALLBHEIGHT:MPANIEDBYTHEQUIVALENTV � i I5 12.9:TI%ISHOWERSEATS. APPROACH BYA PERSON USING AWHEELCNAR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED � � 412A WHERLAPPLICABLE 420.4 GRABBARS GRAB BARS SHALL BE PROVIDED AS FOLLOWS: 425.3 HEIGHT WHERE AFORWARO REACH IS REWIRED,ACCESSIBLE STORAGE SPACES SHALL BE48" DIRECTLY BELOW THE PICTOGRAM. IF TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM,THEN AT LEASTONE SHALL BE A WITH IN TUB SEAT: MAXIMUM AND IS MINIMUM ABOVE THE ROOK IF THE FORWARD REACH IS OVER AN THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE 6'MINIMUM. 9 I L_ 'STANDARD'ACCESSIBLE TOILET STALL(FORWHEELCHWR USERS)COMPLYING WITH THIS SECTION CCNTROLWALL:24'LONG MINIMUM,FROM OUTSIDE WALL,DWABOVE FLOOR. OBSTRUCTION(WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DSTPNCE)20F25-DEEP, F., IF60RMORE TOILET STALLS ARE PROVIDED IN A TOILET ROOM OR BATHROOM,IN ADDITION TO THE BACK WALL 2 BARS,24'LONG MINIMUM,IY MAXIMUM FROM FOOT END,24' THE MAXIMUM HEIGHT SHALL BE44`,IF THE OBSTRUCTION IS LESS THAN 20',MAXIMUM 4.30.5 FINISH AND CONTRAST 7HECMBOLSS ALLRS CO TRAST WITH THEI OF R BACGNS KGROUND(EITHER EGGSHELL,MATTE,OR OTHER NON- 4 'STAROMORE CESSIBLE STAIN REQUIRED,AN ADDITION'ALTERNATE STALL MAXIMUM FROM HEAD END;ONE333TABOVE FLOOR ONE 9'ABOVE TOP OF TUB. HEIGHFSHALL BE 4B'. GLARE FINISH.CHARACTERS AND SYMBOLS SHALL CONTRASTWTN THEIR BACKGROUND(EffHER 4B'MIN. AMBULATORY PERSONS NTH DISABILITIES)COMPLYING WITH THIS SECTION SHALL BE PROVIDED. HEAD WALL IT MINIMUM,FROM OUTSIDE WALL,33'3VABOVE ROOK HERE A SIDE REACH IS PROVIDED,ACCESSIBLE STORAGE SPACES SHALL BE 54' LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND). WITH SEAT AT HEAD OF TUB: MAXIMUM AN09'MINIMUM ABOVE THE FLOOR.MAXIMUM HEIGMSHALL BE 46'FOR 4.30.6 MOUNTING LOCATION AND HEIGHT DETAIL 17.1 1.172 WATER CLOSETS CONTROL WALL24'LONG MINIMUM,FROM OUTSIDE WALL,3338'ABOVE ROOR SIDE REACH CV RR AN OBSTRUCTION 347 MAXIMUM HIGH AND 24'MAXIMUM DEEP. WHERE TALLEDMMEWENT ALL ADJACENT IS PROVIDED SIDEOR OF TH ANDSPACES,SIGHS SHALL BE , WATER CLOSETS LOCATED WITHIN TOILET STALLS SHALL COMPLY WITH ELEMENT 12.1:WATER BACK WALL:2 BADS,4B'LONG MINIMUM,IY MAXIMUM FROM FOOT END,1V CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM 54"ABOVE FLOOR WHERE ASIDE REACH INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR1. CLOSETS. MAXIMUM FROM HEAD END;ONE 333T ABOVE FLOOR WE 9'ABOVE TOP OF TUB. S FLEW IRED WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR,INCLUDING AT DOUBLE- HEAD WALL NONE HERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS ION LEAF ODORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. i TOILE SIZE MID ARRANGEMENT MOUNTING HEIGHT SHALL BE 60'NBOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN.1IGH CONTROLS FAUCETS RTMSTNERCOHE WRIST. SHELVES: BE OPERABLEMTH ONEHARDARDSHALL NOTREWIRE (AS AT CLOSETS MAXIMUM REACH: 21%HEJGI 4'R FOLLOWING CRITERIA SHALL BE MET: ELEMENT 18:SEATING AND TABLES ACCESSTOILET STALLS MAY BE ARRANGED TO PROVIDE ERHBHA LEFT.ORAL RIGHT-HAND APPROACH. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH TIGHT FORCE REQUIRED TO ORVATECO CONTROLS THE WRIST. CLOTH :MAXIMUM RFA01:21';HEIGNT:48"M4%IMUM,9'MINIMUM. 4.1.18 WHEREAPPUCABLE 'STANDIBLETOESSIBE STALL SHALL HAVETIHE FOLLOWING DIMENSIONS: THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BENOGREATER TFWN5LBF. CLOTHES RODS:21'MAXIMUM REACH;HEIGHTAII'MAXIMUM. WITI SWING SGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STARTING WITHIN ) _ 'STANDARD'ACCESSIBLE STAR THE SLANG OF ADW R IF ELATED OR BUILT-IN SEATING ORTPBLES(INCLUDING,BUT NOT LIMITED TO STUDY CARPELS AND 11 CONTROLS SHALL BE LOCATED ON THE FOOTWALL BELOW THE GRAB BAR AND SHALL BE OFFSET 127.1 HARDWARE HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL STUDENT LABORATORY STATIONS)ARE PROVIDED IN ACCESSIBLE PUBLIC OR COMMON USE MINIMUMWIDTH:60" 4.30.E BYIES AND ELEMENTS SREItt a TO THE FRONT HALF OFTHE TUB. NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. AREAS,AT 5%,BUT NOT LESS THAN 1,SHALL COMPLY WITH THIS SECTION. MINIMUM DEPTH,NTH ROORMUNTED WATER C CLOSET LOSET:W' 1.NTER ATION DBEMEMSREOUIRFDTOBE IDENTIFIED AS ACCESSIBLE SHALL USE THE " MINIMUMDEPTH,EIH WALL MOUNTED WATER CLOSET:56" /20.6 SHOWER UNIT ASHOWERSPRAY UNIT WITHAHOSEAT LEIST60'LONGTHAT CAN BE USED BOTHPSAFI%ED THE FORCE REWIRED TOACTIVAIEHARDWPAESHALL BE NO GREATER THAN SIB. INTERNATIONMSYMBOOFACCESSIBILITY. AN ACCESSIBLE ROUTE SHALL LEAD ID AND THROUGH SUCH AREAS. k DOOR OUTWARD SMNGING(IF DOOR SWINGS INTO STALL,DEPTH SHALL BE INCREASED BY SHOWER HEAD AND AS AHAND-HELD SHOWER SHALL BE PROVIDED. 2.VOLUME CONTROL TELEPHONES,WHEN REWIRED,SHALL BE IDENITFIED BYASIGN 4.322 SEATING IF SEATING SPACES FOR PEOPLE W WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR 3rI 420,7 BATHTUB ENCLOSURES IF PROVIDED,ENCLOSURES SHALL NOT OBSTRUCT ODNTREGLSORTRANSFERS FROM WHEELCHAIRS CONTANINGADEPICTIONOF ATELEPHONE HANDSETETH RADIATING SOUND WAVES. COUNTERS,A MINIMUM CLEAR FLWRSPACE FOR 30'BY48'SHALL BE PROVIDED. 'ALTERNATE A'A(:CESSIBLE STALL(REQUIRED WHEN MORE THAN B STALLS PROVIDED; ONTO BATHTUB SEAT OR INTO TUB. _ PERMITTED IN LIEU OF'STANDARD'STALLS IN CERTAIN ALTERATIONS). ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS MOUNTED ON THEIR RIMS. A p�(� '-E• 3SEXT TTLE IN HDONE, IIFAEQUIEDCILITY SSASHALL BE IDEAL IFIEDB THE EITERNAION�� CLEAR ROORARACE MAY EXTENDUNDERTHE TABLE ORCONNTER(INTO THENNEE SPACE) 1. WIDTH: - I SIGNAGE INDICATING THE LOCATION OF THE NFARESTTEXT TELEPHONE SHALL BE PLACED iB'MA7IAAIM 1.32.3 KNEECIFARANCES IF SEATING FOR PEOPLE IN WEELCHARS IS PROVIDEDAT FIXED TABLES OR COUNTERS,IKE MINIMUM DEPTH:WITH FLOOR MOUNTED WATER CLOSET,fig' ADJACENT TO ALL BANKS OF TELEPHONES WHICH DO NOT CONTAIN A TEXT TELEPHONE, SPACES AT LEAST27'HIGH,30"EDE,AND 19'DEEP SHALL BE PROVIDED. MINIMUM DEPTH:NTH WALL MOUNTED WATER CLOSET:W SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TOO SYMBOL IF 4.324 HEIGHT OF TABLES OR COUNTERS DOOR OUTWARD SWINGING ELEMENT 12.7:SHOWER STALLS FACILITY HAS NO BANKS OF TELEPHONES,THE DIRECTIONAL SIGNAGE SHALL BE PROVIDED THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE 2r MINIMUM,AND 34' " H 'ALTERNATE B ACCESSIBLE STALL(PERMITTED IN LIEU OF STANDARD STALL ONLY IN CERTAIN vI AT THE ENTRANCE(E.G.INA BUILDING DIRECTORY). MAXIMUM,ABOVE THE FINISH FLOOR. H' ALTERATIONS( SR 4.ASSISTIVE LISTENING SYSTEMS.IN ASSEMBLYAREAS WHERE PERMANENTLY INSTALLED MINIMUM WIDTH:4V 421.1 WEREREQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED,THEN AT LEAST ONE SHOWERSHALL COMPLY WITH ..I ASSISTIVE LISTENING SYSTEMS ARE REWIRED,THE AVAILABILITY OF SUCH SYSTEMS SHALL MINIMUM DEPTH:54' THIS SECTION,OR AT LEAST ONE TUB COMPLYING NTH ELEMENT 12.6:BATHTUBS SHALL BE PROVIDED. BE IDENTIFIED WITH SIGNAGE THAT INCLUDES THE INTERNATIONAL SYMBOL OFACCESS DOOR OUTWARD SENDING 4.212 SUEAHDCLEARANCES SHOWER STALL SIZE AND CLEAR FLOOR SPACE SHALL COMPLY NTH W s E OFTHE FOLLOWING TWO FOR HEARING LOSS. X 4.17.4 TOE CLEARANCE OPTIONS PT OTHERWISE PERMITTED INTRANSENTLODGING): p k �, IN'STANDARD'ACCESSIBLE STALLS,THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL 'TRANSFER SHOWER PROVIDE A TOE CLEARANCE OF AT LEW 9"ABOVETHE FLOOR SIZE 3VWIDEBY36'DEEP. DETAIL 14.1 DETAIL 14.2 r MEN IF THE DEPTH OF THE STALL IS GREATER THAN 6D,7HETOE CLEARANCE IS Nor REQUIRED. CLEAR FLOOR SPACE:3V WDE MINIMUM,4V LONG MINIMUM,FROM CONTROL WALL, ELEMENT 19:AUTOMATIC TELLER MACHINES EXTENDING IYMINIMUM BEYOND SEAT WALL.LAVATORY MAY NOT PROTRUDE INTO CLEAR �� 59'MIN. FLOOR SPACE), C 4YMIN 1YMAX 4YMIK IT MAX 421.3 SEAT SEAT IS REQUIRED IN35"BY36'STALLS,AND SHOO.HAVE THE FOLLOWING FEATURES: �• •1 �• 434.2 CLEARPLWRSPACE A CLEAR FLOOR SPACE ATLEAST30'BYE'THAT ALLOWS EITHER A FORWARD ORPARALLEL W M SHALL BE I7-19'ABOVE BATHROOM FLOOR. APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED, TMAX, 3VMIN. 9 SHALL EXTEND THE FULL DEPTH OF THE STALL. ILETTER&NUMBERS ON SIGNS SHALL HAVE AWIDTH EXCEPTION',DRIVE-UP-0NLY ATMS NEED NOT COMPLY NTH THIS ITEM. b SHALL BE LOCATED ON THE SIDE WALL OPPOSITE CONTROL WALL, TO HEIGHT RATIO 01BERNEENIII1:1All 427.3 HEIGHT WHERE A FORWARD REACH IS REQUIRED.CONTROLSAND OPERATING MECHMSMS SHALL BE m N G MAXIMUM SPACE BETWEEN WALLAND SEAT EDGE SHILLBEI.11'. 0ASTROKE-MOTH TO HEIGHT RATIO BETWEEN 4VMAXIMUM AND I5"MINIMUM ABOVE THE FLOOR IF THE FORWARD REACH IS OVERAN G Q) 'e SHALL PER TI6'MAXIMUM INTO STALL WIDTH,EXCEPT AT THE REAR ISMAXIMIM OF �S ' 1:5&1:10.LETTERS AND NUMBERS SHALL BE RAISED OBSTRUCTION(WTH KNEE SPACE EQUAL TOOK GREATER THAN REACH DISTANCE)242S DEEP, Q ,•vr __ THESTAL4 WHERE THE SEAT MAY PROJECT 2TMAXIMUM INTO THE STALL WDTH. i 3 1BY,UPPERCASE,SPNB SERIF OR SIMPLE SERIF MAXIMUM HEIGHT SHALL BE48'. Q z 87 [_7F TYPE AND SHALL BE ACCOMPANIED WITH WHERE SIDE REACH IS PROVIDED,CONTROLS AND OPERATING MECHANISMS SHALL BE W 0 J I WHERE AFUED SEAT IS PROVIDED INAROLL-IN SHOWER,IT SHALL BEAPoLDING TYPE PAID E. GRADE VHIGH,BUT NO HIGHER THAN 2SHALL BE AT MAXIMUM AND 9"MINIMUM ABOVE THE FLOOR.MAXIMUM HEIGHT SHALL BE dB'FOR A/ \ I SHALL BE MOUNTED ON THE WALL ADJACENT TO THE CONTROLS. 7A INTERNATIONAL SYMBOL LEAST 5IB HIGH,BUT NO HIGHER THAN Y. SIDE REACH OVER AN OBSTRUCTION 34'MAXIMUM HIGH AND 24'MAXIMUM DEEP. LLB THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT OF ACCESSIBILTY EXCEPTION.OIVHXP-ONLY ATWS NEED NOT COMPLYETH THIS TEM. O DETAIL 12.1.1 DETAIL 12.1.2 LU L - - 12A TUBISHOWER SEATS DETAIL 16.1 DETAL 162 427.4 CONTROLS AND OPERATING MECHANISMS = Ix DETAIL 122.1 421.4 GRABBARS GRAB BARS MOUNTED 33.3VABOVE THE FLOOR,SHALL BE PROVIDED AS FOLLOWS: 21'MAX MAX1' SHALL BE OPERABLE NTH ONE HAND AND SHALL NOT REWIRE TIGHT GRASPING,PINCHING,OR 4.17j5 DOORS TWEIFERSHOWER. TWISTING OFTHE WRIST.To STALL DOORS,INCLUDING HARDWARE,SHALL COMELY WITH ELEMENT 10:DOORS.IF CONTROL WAN DETAIL 14.4:FULL WIDTH,CONNECTING TO BACK WALL GRAB BAR pETAItua THEFORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. � W O TOILET STALL APPROACH IS FROM THE LATCH SIDE OF THE STALL DOOR CLEARANCE BETWEEN THE BACK WALL 18'LONG,CONNECTING TO CONTROL WALL GRAB BAR LIGMSWI7CH 1.34.3 CLEARANCES AND REACH RANGES A/ Y DOORS DE OF THE STALL AND ANY OBSTRUCTION SHALL BE 4?MINIMUM.(THISAN BUT WALL:NONE 9•MAX 2 N EXCEPTION FROM TYPICAL DOOR MANEUVERING CLEAANCFS). ROLL4N SHOWER: THERMOSTATS,ETC. FREE STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL PROVIDE FOR APARPLLEL APPROACH AND BOTH A FORWARD AND SIDE REACH TO THE UNIT. SIDE WALLS:FULL WIDTH,CONNECTING TO GRAB BARON BACK WALL. J 4.178 GRAB BARS EXCEPTION:*DRIVE4IP-0NLY AIMS NEED NOT COMPLY NTH THIS ITEM. F GRAB BARS,MOUNTED 3Y36-ABOVE THE FLOOR SHALL BEPROVDEDASFOLLOWS: BACKWA.LFULLWIDTH,CONNECTINGTOGRABBARSONSIDEWALLS. © ...I 'STANDARD'ACCESSIBLE STALL:ONE 40'SIDE WALL GRAB BARON NEAR WALL(,ONE REFER TO ELEMENT 128:GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. o p a 4.34.4 EQUIPMENT FOR PERSONS WITH VISION IMPAIRMENTS Uj RFARWAILGRABBAR. 4.21.5 CONTROLS AT TRANSFER SHOWERS,CONTROLS SHALL BEON ASIDE WALL,OPPOSITE THE SEAT WALL,AND INSTRUCTIONS AND ALL INFORMATION FOR USE SHALL BE MADE ACCESSIBLE TO AND r 'ALTERNATE A ACCESSIBLE STALL:42'SIDE WALL GRAB BAR EACH SIDE SHALL BE OFFSETTO THE FRONT HALF OF THE STALL. ELEMENT 15:ALARMS � z INDEPENDENTLY USABLE BY PERSONS WITH VISION IMPARMENTS.DRNOTESMOCHES, Q> WW 'ALTERNATEB'ACCE5BIBLE STALL:ONE 4Y SIDE WALL GRAB BARON NEAR WALL),ONE AT ROLL-IN SHOWERS,CONTROLS MAYBE LOCATED ON THE BAXKWALL WITH THE SHOWER rn � Y REM WALL GRAB W. HEAD AMAXIMUM 27'FROM A SIDE WALL OR ON EITHER SIDE WALL.IF LOCATED ON THE 4.1.3(14)IF EMERGENCY WARNING SYSTEMS ARE PROVIDED,THEN THEY SHALL INCLUDE BOTH AUDIBLE AND VISIBLE o p BACKWALL,CONTROLS SHALL BE OFFSET TO ONE SIDE, HARMS COMPLYING WITH THIS SECTION. __ p" Q SIDE WALL GRAB BAR,MINIMUM LENGTH AS INDICATED,MOUNTED tY MAXIMUM OFF All SHOWER CONTROLS SHALL BE LOCATED 38'MINIMUM AND 4"MAXIMUM ABOVE THE 428.1 WHEREREQUIRFD WHEN REWIRED,VISUAL ALARMS SHALL BE PROVIDED IN EACH OF THE FOLLOWING AEAS,ASA ?; T REAR WALL FLOOR MINIMUM:RESTRCOMS AND ANY OTIHER GENERAL USAGE AREAS(E.G.,MEETING ROOMS),HALLWAYS, 1. LOBBIES,AND MY OTHER AREA FOR COMMON USE. REAR WALL GRAB BAIt.MINIMUM LENGTH 98',72 MINIMUM EACH SIDE OF WATER EQUCETSARD SHOWER DONTROLG,HALL OR TWISTING OPERABLE W RUST. MD ARDSHALL NOT 4281 AIDIBLEALATRMS IF PROVIDED,AUDIBLE ALARMS SHALL PRODUCEA SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT CONVENIENCE OUTIEf3 5 REFER TO ELEMENT REQUIRE CEREQ REQUIRED TO PINCHING,O CONTROLS SHALL BE WRIST. REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT (: REFER TO ELEMENT 12.8:GRAB BARS FOR SIffAN15IRUCTURAL REQUIREMENTS. THE FORCE REQUIRED TO ACTIVAIECONTROLS SHALL BE NO GREATER THMSLBF. BOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST 15 DfiA OR EXCEEDS ANY MAXIMUM SOUND LEVEL OETALL16.3 DATATEL,ETC. 111.8 SHOWER UNIT ASHOWERSPRAY UNIT MTH AHOSEAT LEAST80'LONGTHAN CAN BE USED BOTH ASAFU MTHA DURATION OF60 SECOND BY 5 DRA,WHICHEVER IS LOUDER FIXED IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES IN INCHES `11 SHOWER AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 120 DBA ELEMENT12.3:URINALS EXCEPTION:IN UNMONITOREDFACILITIES WHERE VANDALISM ISA CONSIDERATION,AFIXED 428,3 VISUALALARMS VSUALALARM SIGNAL APPLIANCES SHALL BE INTEGRATED NTOTHE BUILDING ORFAC&ITY ALARM SYSTEM. IF SINGLE STATION AUDIBLE ALARMS ARE PROVIDED THEN SINGLE STATION VISUAL ALARM SIGNALS SHALL BE ELEMENT 17:PUBLIC TELEPHONES 1DORLESS 54 15 51 20 4811 E 4.18.1HEDHf SHOWER HEAD MOUNTED AT48'ABOVETHESHOWERFLWRMAYBEUSEDINLIEUOFTHE PROVIDED. E`-. LIIABSHAL HAND-HELD SHOWER HEAD. VISUAL MAIM APPLIANCES SHALL HAVE THE FOLLOWING FEATURES: 4.1,3(17J(A)MHEREAPPLICABLE IF PUBLIC PAYTELEPHONES,PUBLIC CLOSED CIRCUIT TELEPHONES,OR OTHER PUBLIC 11 5311 16 5011 21 4711 /R83 CLEARFBOE ST SPjWIPE OR WALL HUNG NTIi AN ELONG4TE0 RIMAT 17'MAXIMUM ABOVE THE FLOOR. 4ppLL"IN SHOWERS SHALL N CURBS OT HAVE GITURBSHOWERS BHAL BE NO HIGHER THAN II". 1.THE LVMP SHALL BEAXENON STROBE7YPE OR EQUIVALENT. TELEPHONES ARE PROVIDED,THEN THEYSHALL COMPLY WITH THIS SECTION IN THE QUANTITIES r4 :ODD <AC6LEARLSEPAACR FE 30'WIDE BY48'DEEP MINIMUM SHALL BE PROVIDED IN FRONT OF URINAL 4118 SHOWERENCLOSURES IF PROVIDED,ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT S. 2THECCLORSHALL BE CLEAR OR NOMINAL WHITE(I.E.,UNFILTERED OR GEAR FIL7EREDNHIIELIGHTf. INDICATED BELOW: 12 53 17 yp 11 47 TOAILOWAFORWARDPPPROACH. TRANSFER FROM WHEELCHAIRS ONfOSHOWER SFAI5. ITHE MAXIMUM PULSE DURATION SHALL BE TWO-TENTHS OF ONE SECOND WITH A MAXIMUM 1,IF ONE OR MORE SINGLE UNIT OF ATYPE OF PUBLIC TELEPHONE IS PROVIDED ON A }_ il THIS SPACE SHALL ADJOIN OROVERLAP AN ACCESSIBLE ROUTE. DUTY CYCLE OF 40%.(THE PULSE DURATION IS DEFINED AS THE TIME INTERVAL BETWEEN INITIAL. FLDORTIHEN AT LEAST ONEOFIHOSE PHONES SHALL COMPLY WITH THIS SECTION. 13 5211 18 49 U2 23 46M URINAL SHIELDS THAT DO NOT EXTEND BEYOND THE FROM EDGE OF THE URINAL RIM MAY BE AND FINAL POINTS OF ID%OF MAXIMUM SIGNAL.( 2,IF ONE BANK(DEFINED AS TWO OR MORE ADJACENT PUBLIC TELEPHONES,OFTEN PROVIDED WITH 29'CLFARANCE BETWEEN THEM. 4.THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA INSTALLED 14 51 i1 19 49 24 46 ��� l.18.4 FLUSH CONTROLS S.THE FLASH RATE SHALL BE A MINIMUM OF I III AND A MAXIMUM OF 3 HL AS UNIT)OF ATYPE OF TELEPHONE IS PROVIDED ON A FLOOR THEN AT LEAST ONE OF BACK 6.THE APPLIANCE SHALL BE PLACED 80'ABOVETHE HIGHEST FLOOR LEVEL WTHIN THE SPACE OR8' THE TELEPHONES AT THE BANK SHALL COMPLY NTH THIS SECTION. CONTROLS SHALL BE 44'MAXIMUM ABOVE THE FINISHED FLOOR NOTE:ABOVE DOES NOTAPPLYTO DRIVE LP MACHINES. X: CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. BELOW GENERA CEILING,WHICHEVER ANY IS LOWER. 3.IF TWO L MORE BANKS OF OF PUBLIC L TELEPHONE FRONDED IO A FLOOR, i CONTROLS SHALL BE OPERABLE WITH HAND AND SHALL NOT REQUIRE GRASPING, 7.IN GENERAL,NO PLACE IN PLAY ROOM OR SPACE SHALL BE MORE THAN 5O FROM THE SIGNAL THEN AT LEAST WE TELEPHONE PER BANK SHALL COMPLY WITH THIS SECTION.THE POUCHING,OR TWISTING OFTHE WRIST. (MEASURED IN A HORIZONTAL PLANE(. ACCESSIBLE UNIT MAY BE INSTALLED A SINGLE UNIT IN PROXIMITY(EITHER '•, ig THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LEE. ?,, IN LARGE ROOMS AND SPADES EXCEEDING 1W ACROSS,WITHOUT OBSTRUCTIONS 6' VISIBLE OR WITH SIGNAGE)TO THE BANK.AT LEAST ONE PUBLIC TELEPHONE PER ROOK ELEMENT 20:DRESSING AND FITTING ROOMS SH ABOVE THE FINISH FLOOR SUCH AS AUWOHJMS,DEVICES MAY BE PLACEDAROUND THE SHALL MEET THE REQUIREMENTS FOR A FORWARD REACH TELEPHONE. 4V MEN- - ::4 1 PERIMETER SPACED A MAXIMUM IV APART,IN LIEU OF SUSPENDING APPLIANCES FROM THE 4.1.3,'21)WHEREREQUIRFD WHERE DRESSING AND FITTING ROOMS ARE PROVIDED FOR USE BY THE GENERAL PUBLIC, D CEILING. EXCEPTION:FOR EXTERIOR INSTALLATIONS ONLY,IF DIAL TONE FIRST SERVICE IS AVAILABLE PATIENTS,CUSTOMERS OR EMPLOYEES,5%,BUT AT LEASTONE,OFTHE DRESSING ROOMS FOR D"- &NO PLACE IN COMMON CORRIDORS OR KALLWAYSSHALL BE MORETHAN 5D FROM THE SIGNAL. THEN ASIDE REACH TELEPHONE MAYBE INSTALLED INSTEAD OF THE REWIRED FORWARD REACH EACH TYPE OF USE IN EACH CLUSTEROF DRESSING ROOMS SHALL BE ACCESSIBLEANO SHALL 11 181R Je 429.4 AUMLIARYAARMS UNITS AND SLEEPING ACCOMMODATIONS SHALL HAVE AVISUAL ALARM CONNECTED TO THE BUILDING TELEP14ONE(I.E.,ONE TELEPHONE IN PROXIMITY TO EACH BANK SHALL COMPLY NTH THIS COMPLY NM THIS SECTION, 1�9 �I �I EMERGENCYALARMSYSTEM OR SHALL HAVE A STANDARD IIDVOLTELECTRICAL RECEPTACLE INTO WHICH SECTION). (EXAMPLES OF TYPES OF DRESSING ROOMS ARE THOSE SERVING DIFFERENT GENDERS OR L SUCH AN ALARM CAN BE CONNECTED AND A MEANS BY MACH A SIGNAL FROM THE BUILDING ADDITIONAL PUBLIC TELEPHONES MAYBE INSTALLED AT ANY HEIGM. DISTINCT AND DIFFERENT FUNCTIONS AS IN DIFFERENT TREATMENT OR EXAMINATION FACILITIES.) -Y ICLEAR FLOOR SPACE � UNLESS OTHERWISE SPECIFIED,ACCESSIBLE TELEPHONES MAY BE EITHER FORWARD OR SIDE REACH. IN ALTERATIONS WHERE TECHNICAL INFEASIBILITY CAN BE DEMONSTRATED,ONE DRESSING ROOM EWHEN 1ACYAARMCM THE IN PLACE, SIGNAL BE 4.1.3T2(B)WHEREAPPLICABLE ALL TELEPHONE REQUIRED TO BE ACCESSIBLE SHAM BE EQUIPPED WITH AVOLUME CONTROL FOR EACH SEX ON EACH LEVEL SHALL BE MADE ACCESSIBLE.WHERE ONLY UNISECORESSING ° 48' NEVI VISUAL SIGNALS ARE IN PLACE,THE SDNAL SHALL BE NIBBLE IN ALL AREAS OF THE UNIT OR ROOM. IN ADDITION,25%,BUT NEVER LESS THAN ONE,OF OTHER PUBLIC TELEPHONES ROOMS ARE PROVIDED,ACCESSIBLE UNISEX DRESSING ROOMS MAY BE USED TO FULFILL THIS INSTRUCTIONS FOR USE OFTHE AUXILIARY ALARM OR RECEPTACLE Sf A L BE PROVIDED. PROVIDED SHALL BE EWIPPEDWfiH AVOLUME CONTROL AND SHALL BE DISPERSE 0 AMONG All REQUIREMENT DETAIL 12.3.1 DETAIL 12.32 CONTR TYPES OF TELEPHONES,INCLUDING CLOSED CIRCUIT TELEPHONES,THROUGHOUT THE BUILDING OR 4.2.3 CLEARFLOORSPACE ACLEAR FLOCRSPACE ALLOWING A PERSON IN AWHEELCHAIRTO MAKE A I&T TURN SHALL BE ELEMENT 12.4:LAVATORIES&MIRRORS SHOWER STALL AREA FACILITY. PROVIDED IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A SWINGING OR SLIDING SGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SHALL BE DOOR(EITHERA 60-CLEAR DIAMETER SPACE,ORA TSHAPED SPACE,6T SQUARE,NTH 4.192 HEIGHTAND CLEARANCE �S� PROVIDED AT EACH TELEPHONE EQUIPPED WITH AVOLUME CONTROL. 36WDE LEGS,IS ACCEPTABLE.) LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34' 5, 4.1.3(17NC)TEXT TELEPHONES: NO DOOR SHALL SWING INTO ANY PART OF THE TURNING SPACE REVISIONS ABOVE THE FINISH FLOOR. C '� WHEREREWIREW.IFATOTAL NUMBEROF4 OR MORE PUBLIC PAY TESEPHONES(INCLUDING BOTH INTERIOR TURNINGSPACE SHALL NOT BE REQUIRED IN A PRIVATE DRESSING ROOM ENTERED THROUGH C LAVATOR9S SHALL EXTEND I7"MINIMUM FROM THE WALL 5R AND EXTERIOR PHONES)IS PROVIDEDATA SITE,ANDAT LEASTONE IS IN AN INTERIOR CURTAINED OPENING AT LEAST32'WIDE IF CLEAR FLOOR SPACE FORA WHEELCHAIR S C, Q CLEARANCE OF 29'MINIMUM SHALL BE PROVIDED FROM FINISH FLOORTO BOTTOM OF f o LOCATION,THEN AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVDED. PROVIDED WITHIN THE DRESSING ROOM. APRON. 2 IFAN INTERIOR PUBLIC PAY TELEPHONE IS PROVIDED INASTADIUM ORARENA IN A I1 KNEE CLEARANCE OF Z7"MINIMUM SHALL EXTENDS"MINIMUM UNDER THE EDGE OF 11' CONVENTION CENTER,IN AHOTEL NTH ACONVENTION CENTER,ORIN A COVERED MALL, 4.35.3 DOORS ALL DOORS TO ACCESSIBLE DRESSING ROOMSSNPLL BE ACCESSIBLE.(REFERTO ELEMENTIP.000RS) Q TIE LAVATORY IB'NAX CONTROL AREA AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IN THE FACILITY. 4.35.4 BENCH EVERY ACCESSIBLE DRESSING ROOM SHALL HAVE A2P BY48'BENCH FIXEDTOTHE WALL TOE CLEARANCE OF F MINIMUM SHALL BE PROVIDED FOR THE FULL DEPTH OF THE LAVATORY. 3.P A PUBLIC TELEPHONE IS LOCATED IN ORADJACENT TO AHOSPTTAL EMERGENCY ROOM, ALONG THE LARGER DIMENSION. I El 4.19.3 CLEARROORSPACE ACLEAR FLOOR SPACE 30'BY4V SHALL BE PROWDEO IN FROM OF ALAVATORY TO ALLOW SHOWER SEAT DETAIL HOSPITAL RECOVER ROOM,OR HOSPITAL WAITING ROOM,ONE PUBLIC TEXT TELEPHONE THE BENCH SHALL BE MOUNTED I7"T019'ABOVE THE FINISH FLOOR. Q FORWARD APPROACH. WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF 3ORMORE PUBLIC PAY CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TOALLOWA PERSON USING THE CLEAR FLOOR SHALL PD.l01N OROVERIPP AN ACCESSIBLE ROUTE AND SHALL TELEPHONES,AT LEAST ONE PUBLIC PAY TELEPHONE IN EACH SUCH BANK SHALL BE EQUIPPED WITHA CLEAR MAKE A PARALLEL TRANSFER ONTO THE BENCH. €: Q A MAXIMUM OF I9"UNDERNEATH THE LAVATORY. THE STRUCTURAL STRENGTH OF THE BENCH SHALL COMPLY WITH ELEMENT 12A TURI SHOWER SEATS. 4.19.4 EXPOSED PIPER AND SURFACES HOT WATERANO DRAINPIPES UNOERLAVATOUES SHALL BE INSULATED OR OTHERWISE AND OUTLET TO ACCOMMODATE APORTABLE TEXT TELEPHONE AS DESCRIBED BELOW. SE WHERE INSTALLED IN CONJUNCTION WITH SHOWERS,SWIMMING POOLS,OR OTHER WET �. 13 CONFIGURED TO PROTECTAGANST CONTACT. ELEMENT 12.8:GRAB BARS 4.1.6(IHE)WHERE REWIRED ALTERATIONSEXISTING CONDITIONS: LOCATIONS,WATER SHALL NOT ACCUMULATE UPON THE SURFACE OF THE BENCH AND THE BENCH THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IF: SHALL HAVE ASLIP-RESISTANT 9URFACE. r 417.4 FAUCETS CONTROLS SHAM BE OPERABLE NTH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, 4161 B�ANDSPACING DIAMETERORWDTH OF GRIPPING SURFACE SHALL BE I-1W TO 1.1ZC,OR THE SHAPE SHALL 1.ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES WITH LESS THAN 4 EXTERIOR OR El PINCHING,OR TWISTING OF THE WRIST. PROVIDE AN EQUIVALENT GRIPPING SURFACE. INTERIOR PUBLIC PAY TELEPHONES WOULD INCREASE THE TOTAL NUMBER TO OR 4.35.5 MIRROR WHERE MIRRORS ARE FRONDED IN DRESSING ROOMS OFTHE SAME USE,THEN INAR THE FORCE REQUIRED To ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 USE THE SPACE BETWEEN GRAB BARS AND ADJACENT WALLS SHALL BE 1-12'. MORE TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION;OR ACCESSIBLE DRESSING ROOM,AFULL-LENGTH MIRROR MEASURING AT LEAST 18'WIDE BY5c 0 2 ALTERATIONS TO ONE OR MORE EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES OCCUR B V B LEVER-OPERATED,OF AMEPUSH-DESIGNDELECIRONICALLY CONTROLLED MECHANISMS ARE 426.3 STRESSINDUCEHGMAB BARS AND MOUNTING OMENTDEVICES FROM SHALL MEET THE FOLLOWING REQUIREMENTS: WELL SHALL BE MOUNTEDSANDINPOSITIOADINGANEWTOAPERSON ON THE BENCH AS W EXAMPLES OF ACCEPTABLE DESIGNS. 1.BENDING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF INARE%ISIING BUILDING OR FACILTIYNTH 40R MORE PUBLIC TELEPHONES WITH AT WELL AS TOAPERSON INASTANOING POSITION. IF SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 250 LBF SHALL BELESS THAN ALLOWABLE STRESS FOR MATERIAL USED. LEAST ONE IN AN INTERIOR LOCATION. . /.19.6 MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OFTHE REFLECTING SURFACE IO" Z SHEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN 4.31.2 CLEAR FLOOR SPACE ACLEAR FLOOR OR GROUND SPACE AT LEAST 30'BY48"THAT ALLOWS EITHER A FORWARD OR PARALLEL MAXIMUM ABOVE THE FINISH FLOOR. ALLOWABLE SHfiAi STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN GRAB APPROACH BYA PERSON USING A WHEELCHAIR SHALL BE PRONGED ATTELEPHONES. BAR AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT BASES,ENCLOSURES,AND FIXED SEATS SHALL NOT IMPEDE APPROACHES M TELEPHONES BY PEOPLE J 4.23.9 MEDICINE CABINETS IF MEDICINE CABINETS ARE PROVIDED,AT LEASTONESHALL BELOCATEDNTH A USABLE SHELF AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FORTIHE COMBINED SHEAR STRESS, WHO USE WHEELCHAIRS. PROTOTYPE NO HIGHER THAN M'ABOVETHE FLOOR WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 4.31.3 MOUMINGHEIGHT THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE48'MAXIMUM ABOVE THE FLOOR WHERE A 107 X 163 LU 3.SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM APPLICATION OF FORWARD REACH IS REQUIRED,AND 54-MAXIMUM WHERE ASIDE REACH IS REQUIRED. Q T LAIN. 25D LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR IF THE FORWARD REACH IS OVER AN OBSTRUCTION(WITH KNEE SPACE EQUAL TO OR GREATER THAN STORE NUMBER MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER IS THE SMALLER REACH DISTANCE)2625-DEEP THE MAXIMUM HEIGHT SHALL BE 44";IF THE OBSTRUCTION ISLESSTHAN - _ ALLOWABLE LOAD. 20'DEEP,MAXIMUM HEIGHT SHALL BE 48'. z D 4.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 USE RUS MAXIMUM HEIGHT SHALL BE 48'FOR SIDE REACH OVER AN OBSTRUCTION W MAXIMUM HIGH AND WD PROJECT NUMBER /A THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 USE SHALL BE LESS THAN 24'MMMUM DEEP. V A z THE ALLOWABLE WITHDRAWAL LOAD BETWEEN ME FASTENER AND THE SUPPORTING 4.4.1 PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27'AND W ABOVE THE A. RAIPD0001 STRUCTURE. FINISHED FLOOR SHALL PROTRUDE NO MORE THAN4'INTO WALKS OR CORRIDORS. OBJECTS 9�_ Z 1P S.GRAB BARS SHALT.NOT ROTATE WITHIN THEN FITTINGS, PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 77'ABOVE THE FINISHED FLOOR MAY PO 80'ABEARYAMWM. �O 0 8'MI 6'MAX 48'MIN, 426A ELINNATINGHA2ARDS GRAB BARS AND ADJACENT WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12'MAXIMUM FROM 2A' EDOESSHALL HAVE ARADIUS OF 11Y MINIMUM. TO80"PROVE THE FINISHED FLOOR OR GROUND. YMIK DETAL12B.1 DETAL 12.52 PROTRUDING OBJECTS SHALL NOT REDUCE THE REWIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 1 12 3 4 ., 5 r 67 8w- w�. _ - 9 10 11 12 13 14 15 16 __ _____ g r ___ - - 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 (GENERAL NOTES: t A PLAN DIMENSIONS ON THIS SHEET AND LARGE SCALE DRAWINGS ARE TO E4 FACE OF GWB AND CENTER LINES OF WINDOWS UNLESS OTHERWISE NOTED. Ners FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FUTURE ""PLAN.M €C. SEE G4 I A801 FOR PARTITION TYPES. 2852 Kelvin Avenue D. SEE SHEET A802 FOR INTERIOR AND EXTERIOR GLAZING TYPES. Irvine,CA 92614 8 949.753.7676 T ,�,E. SEE SHEET A104 FOR FIXTURE RELATED KEYNOTES. 949.753.7678 F (KEYED NOTES. wtlpaMers-com F OTUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72'A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT P4 FROM 72' Atlanta P AF.F.TO 12'ABOVE CEILING TYP.SEAL TOP OF COVER WI CLEAR Boston S FOR MORE INFORMATION. ?.,. Chicago L L SILICONE.SEE STRUCTURAL DRAWING OColum TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. Dallasbus - Los Angeles "KO TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK Miami g METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE.RE J2IA402. Sacramento OTUBE STEEL COLUMN,PAINT P4 FROM FLOOR TO 12"ABOVE CEILING. O LINE OF CONCRETE CURB.SEE C-207. © 4"BOLLARD,SEE FSK-206.THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW DRAWER IS TO BE 3'4"AFG. O REMOTE DRIVE THRU. K O V BOLLARD,RE:F51 C-206. K1: O CONDUIT SEE E-102 FOR LOCATION.PAINT P-11 .. 10 MCCUE CORPORATION-CARTSTOP SR-MODEL NUNFI3.CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER(FREEZER CASES.SUPPLIED BY RITE AID AND INSTALLED BY THE GC.ANCHOR ,..,wrzay_-ssfs A_-m .,,.,. .,,.bsa-.xs -n-...armcs✓ . E OF THE CASE. HOLES TO BE DRILLED 2-112"0 C.FROM THE EDGE s 11 HOT WATER HEATER PLATFORM RE:Ai/A-702. ' OPLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. WATER CLOSET,SEE PLUMBING DRAWINGS. 0 � 0 NPRQ TH 14 LAVATORY,SEE PLUMBING DRAWINGS. QQ i ® 15 URINAL,SEE PLUMBING DRAWINGS. 12'•1' I � '¢ d 163'�' � ' 441r8 10412" 16'-10" 26-F 33'-3' 1'4" 17d 118" 5-01YC B'-II 71T 2' 1 {{{ �\ 1B TOILET PARTITION,FINISH RR7,SEE FINISH SCHEDULE. 3'4' 14'-0" 18'�"M.O. 13'4' 214" I I / ,ry' 4• \.%\\ 17 ROOF DRAIN/OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. 3 2T-V M'O' 4'-0' B" 4'-0" 9'7" 3'-0" 74' 17-0' IN-w 4" 14'-0" 4 5S Q I'" O I3-'0`1 -1" 14,-{• I 14, 4, ���� I `\ / 0. M.O. /AI ♦ t8 WATER SERVICE LOCATION SEE PLUMBING DRAWINGS. A703-D7 / A201-El _. �A502J7� ..A A _. 1 \' f� 19 SPRINILER SERVICE LOCATION WHEN REQUIRED. ---- _ 4.2 3 4.2 $ 42 12 12 F ---- ----- ---- --- e , 20 3'4'X3'4"AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. If — _ 4.0 1 ROOF DRAIN SEE P-101. �{A H � I I 9 101 I Al 104 I I 118 / 1 �\� J ------ OFFICE / 2 \\ ` tr 3'9 r' O PURE WATER BY VERTEX,SUPPLIED AND INSTALLED BY THE G.C.SEE E 4 A 3-A7 1 t 45 47 24 26 2B 104 ( I 47 \ \\ 22 At21 P-2A, 12 1 N // I 1 12 3 ` A 2 /1 3.8 LINE OF MEZZANINE ABOVE. A404-A7 100 \ \1 ` - - � f l\ \ i � 24 LINE OF SOFFIT ABOVE,SEE REFLECTED CEILING PLAN ON A-103. t I' 106 1as LOUNGE 108 100B DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. ICORRI ___ • --- \ 43 2 A403-Al2 O m I 109A _ ,D7 2-A1 1n �I ALIGN FINISH FACESW/SOFFIT ABOVE OR EDGE OF WINDOW OPENING. W 1 2a i i A 54 ro 2B g FFICE f HD1 5 3.4 O COOLER CASES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTOR N ADMIN. . -� 12 102 A602-G3 27 N 'l J 1977 � \\N ,H TO COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. G Ids C4 PHOTO SHOP I LINE OF MEZZANINE STAIRS.SEE A-703. Q 3.3 — B I ACCESSIBLE COUNTER \\\ SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. W B2 (28"-34"A.F.F.,36"WIDE) / U g 4 29 ® \Y--10" -§0 W 30 ROOF LADDER AND HATCH OPENING ABOVE.RE:A91A-702 116 I 35 12 42 98 O W ROOM n I I 2 �� I Aea1-G1 ® I O CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL ESIA-701. a T 4y ELECTRIC / 30 a I I 109E I - S-T 87.1" 31 .L. LL I _ A I " " A703-D4 �-. 4 32 3T X 30"ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH W y O 116 Iroll ® ' A401-A5 GRAPHICS AND EQUIPMENT.PANELS AT COOLER I FREEZERS MOUNTED 0 I 1) ~' e B 6 II _ 4 I 4 4 1 1 I ly v 11 AT 8'4'TO BOTTOM OF PANELS AND 9'-0-TO BOTTOM OF PANEL AT W Z 54 25 I _ �— --------- --- ---- �F PHOTO IV SHOP.RE:D11A_601 IV Y �_�- B / — \ T T E- 3•Qg 33 FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. LL N 4 74 € CONTRACTOR COORDINATE POWER,MECHANICAL AND WASTE -�- J F _ - -- -- II A I I I 3 A401-Al CONNECTIONS. F. J W 2.8 8 v 109 I ) I I I O EXTENT OF SA TURNING REQUIREMENTS. Y+. r H H�TT I // 24 I I A502J2 r ®' W e 5 w I �r WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK ►/ _ O i 2 O ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A4 to01. 4Q 115 //109D I Y 24 I I 37 UNISTRUT a 7-0"O.0 ATTACHED TO BOTTOM CHORD OF BAR JOIST WI J MEZZANINE A403-Al - 6 ® I B I I I ® I I `p § IW ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT _ 25 11 , Y4 � I I I ® REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE B A 47 g A�lI lII 36 I II I I I SAJ- III IY v 47 AS02J7 � POWER,MECHANICAL AND WASTE CONNECTIONS. GC TO PROVIDE REQUIRED REST ROOM SIGNAGE SEE DETAIL K10IA647 6 FOR MORE INFORMATION E 2 2 = . FIXTURE BY RITE AID,INSTALLED 8Y G.C.SEE FIXTURE PLAN ON A-104. f----- _-- 2.Q - 2•Q - 50 - - - - ��----- ---- --- ----- --- .O FURNITURE BY RITE AID.SEE FIXTURE PLAN ON A-104. � - I � CONSULTATI 2 K mac``------- ------ --- -- ---� 183 �' I 6 7 - 41 z A5o2 r — — lose 22 4-I I — 1 4 I 47 2a 18 A I 24 4 § 42 APPLIANCES BY RITE AID,INSTALLED 8Y G.C.SEE FIXTURE PLAN ON A704. T-I S I O SECURITY PEDESTALS BY RITE AIO.SEE NOTE 14 ON E•102. cLPNW10E B W TING PALLET IANMW 1 41 CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. I §� 46 47 I III I I \\/\ O TACTILE EGRESS SIGNAGE,SEE DETAIL K10 ON SHEET A603. , 23 p 1 113 i \, f/ s D 12 JANTOR O PFLOW AND COMPRESSOR WI5'DEEP PIT RECESSED INTO SLAB. D 28 g B4 11 I �iA 47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID WITH " MINIMUM RATING OF 2A40BC,INSTALLED PER FIRE DEPARTMENT46 '- M REQUIREMENT.RITE AID TO PROVIDE*EMPLOYEESONLY'SIGNAGE.INSTALLED BY THE E. O GC.SIGN TO BE MOUNTED ON DOOR#114B ONLY.MOUNT ON SALE z AREAS SIDE OF THE DOOR. c I 24 A60,Di , O G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED y-: I I 'A' I 49 PORTIONS OF CHECKOUT. A404-Al2 III I 5 I I I III I I I I / O 30"x 30'ACCESS PANEL MOUNTED 1'-W AFF.SEE K71 A401. J I O c 114 45 ❑ ❑ A402-Ai KNOCK BOX MOUNTED 4'-4"AF.F.MODEL NUMBER 3200 RECESSED W TH Z 11 I 51 REVISIONS O ¢ RECEIVING AREA 1I —' HINGED DOOR AND TAMPER SWITCH TIED INTO THE BUILDINGS ALARM C 47 SYSTEM FASTEN THE KNOCK BOX TO P.T. LOCKING BOLTED TO THE C PC7 0430-07 O 19 1148 I i I Tp 0 ' METAL STUDS 20 I I< I I 26 26 I 24 t0 I GAS METER LOCATION RE.P-101. �tO I --- 24 �t ` \r""^a,.""` °•^+r,•.,"'"``.,.P°'."'t't. -„'4!'..-.'t 4 I3 FD7 07 8-07 a _47____--_-- __ --- --- ---- - -- ----- ---- - -- -- - - / 53 EASILPARTIY CLEANABLE.T ON WALL, OFF THE FLOOR WITH SMOOTH,LIGHT COLOR ANDi 0 E3 HD1 05-16-07 '4 114A 45 - B ---- -- - -- - ELECTRICAL ROOM'SIGNAGE ON WTSIDE'DOOR`"v-^" s 0� 13 D HD Z 5 I A7031A4 l 0 O o 0 0 0 ( Q i A602-Al g - --- - -- ---- -� 02-A1Y-._! A703-G4 I < A703G1 LEGEND: Q 0 1 ,4'-0' '4" 14'-0° 4' 54" \ A201-A1 I ' 2,4, h N NEW LOW PARTITION, �. B "s 111-3" 36-T 8'S 16'4-M.O. 3'4" �T-W 2B4' �"e, Y I N-w I �%` RE:A401 FOR PARTITION TYPES. B El N 4'-0' '< 5-0"M.O. 5' ( NEW FULL HEIGHT PARTITION, e W -y 1 0. RE:A40,FOR PARTffION TYPES. 0 ,-11' PROTOTYPE 254' 33'4' NEW EXTERIOR WALL 06 1674" a ------ INDICATES ITEMS ABOVE 107 X 163 RE:TO CIVIL FOR DETAILS STORE NUMBER F INDICATES DOOR NUMBER (RE:KIIA-801) J LL ROOM NAME WD PROJECT NUMBER 0 ROOM NUMBER A-; RAIPD0001 A CIO =i 47 PARTITION TYPE(RE:G4/A401) ¢- _ Al MEZZANINE PLAN /� FLOOR PLAN O WINDOW TAG(RE:A-802) SCALE: 1/8"=1"-0" /'1 SCALE: 1/8"=1'-0" k 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e $- ELECTRIC GENERAL NOTES: ROOM =A MARLRE eOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED 3.3 118 BY FIXTURING IN RETAIL AREA UP TO r-1'A.F.F.,EXTEND 12-MIN.BEHIND _ OTE p16 �r ALL ADJACENT FIXTURES.PROVIDE PREFORMED ANGLE AT ALL F aTE o F SC-1 VCT-1 " INTERSECTIONS OF MARLTTE BOARD. M �STBIIE # e {B. FLOOR BASE TO EXTEND 2'-0 BEHIND FIXTURES,TYP.SEE RITE AID M n a r to a rS I EX71� 4` Y. VCT-2 3'-0' -0' 3'-0' '-0" p q; APPROVED FIXTURE LAYOUT PLAN FOR EXACT LOCATION OF FIXTURES. 10C „ HMGE BIDE FROM4C. FINAL LAYOUT DIMENSIONS ARE TO BE VERIFIED WITH RRE AID == Y $ 2852 Kelvin Avenue REPRESENTATIVE PRIOR TO TILE INSTALLATION. Irvine,CA 92614 .QUA �3110L�E 3A �� i ! f J r , D. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. 949.753.7878T A,.. . 949.753.7678 F 101 100 e. •„L § E. PROVIDE 318"RADIUS CONTINOUS COVE BASE RF-3 AT ICE CREAMz,M ,�artners.com W S / / F: CABINETS,3-COMPARTMENT SINK,AND INSIDE OF HALF, POSED FLOOR P 2.6 6 SINKS AT ICE CREAM CABINETS AND 3-COMPARTMENT SINK,ALSO AT AUTOMATIC BLIDRY DOOR c ,r ,.. COUNTERS ANDCABINETS _ h �. ..: DOOR AND HOLLOW ALLMINA"I SIDELIGHT �; METAL FRAME-PANT _. 4 § KEYED NOTES: Bos« FRAME(BEYOND) x PER DOOR SCHEDULE F% „�. Chi-go L �S `�-. eO PP-2 FROM FLOOR TO T-VALF.F.OR UNDER SIDE OF WINDOW(RE:A601). L NO iFIRE61-ICED AT S. DOOR 8CHrI)-REFER i0 $ 1 Columbus DOOR 9CHEDIILE x -« DOOR OF'ENNG O i - O PROVIDE CHAIR RAIL CR-1 RE:AB03. LDosIaAngeles THRESHOLD PLATE(AT BEVEL SHALL BE NO " @ f' Miami SIDELIGHTS ONLY)8Ef 2.0 s O 4'-0"HIGH WAINSCOT OF 1/2"FIRE TREATED PLYWOOD OVER 50 G.W.B. Gk£AT'ER THAN 1:2 � - � 3 Sacramento NA BED OF SEALANT FNI6H FLOOR ; ? - f YO FRP-21FROMFLOORTOF-WALF.F.CAP WITH MARUTE ALUMINUM EDGE, 100'-O" CONCRETE PAD 4 o Q T.O.SLAB OR LAN FINISH FLOOR6 -� " :� ,�-:% 2 ,. 5 AREA COLOR TO MATCH PANEL _O CABINETRY THIS AR d F p 1.B NOTE QUARTER TURN INSTALLATION OF BOTH VCT TILE p LL d PP-2 WAINSCOT WITH A T MCCUE RASPBERRY BUMPER MOUNTED AT 3T ]I TYPES. x O O.C.AFF.THE WALLS ABOVE THE WAINSCOT ARE PAINTED P, x¢ EM'ANSICN<JONT G - (SEMI-GLOSS ENAMEL;SEE SPECS)THE WGUE RASPBERRY BUMPER IS m w NOTE:REFER TO FLOOR PLANS WTiG BEALsWT- G SUPPLIED BY RITE AID AND INSTALLED BY THE GC. K o mFOR ORIENTATION OF 5LIDNG +. a d 4 TI ALLMN THRESHOLD DOOR AND SIDELKrNT z: - O d - d SET,I�ABED CF O PP-2 FROM FLOOR TO CEILING. K+ a a SEALANT(TYPICAL) M FRP-3 FROM FLOOR TOT-1"ARR OR UNDERSIDE OF WINDOW WALL CAP(RE:A801). K1 THRESHOLD DETAIL AT SLIDING DOOR KC THRESHOLD DETAIL K9 MEZZANINE FINISH PLAN K1 FLOOR PATTERN DETAIL �G) PP-2 FROM iTBELOW THE TOP OF STORE FLYTURE TO UNDERSIDE OF J E 7 - SOFFIT ABOVE.RE:K1-A601. SCALE 3"=1'-0 SCALE: 3"=1'-0 C. SCALE: 3132"=1'-0" SCALE: 1/4"=1'-0" ' ' . ::,:t�*.:-:e"�:mc-,": PP-1 FROM FLOOR TO UNDERSIDE OF PHARMACY WINDOW WITH i'AND 2'McCUE BUMPERS STUNNING SHADE.BUMPER SUPPLIED BY RITE AIO - AND INSTALLED BY G.C.(RE:A13-A7018 KI-A601). e 11 WPA FROM 30'AF.F.TO WINDOW SILL(RE:G7-A603). _•`12 FRP-1 FROM FINISH FLOOR TO CEILING J 13 4'-T HIGH WAINSCOT OF(2)LAYERS OF 1/4"FIRE TREATED PLYWOOD AT J y' WAITING AREA CURVED WALL ONLY. OT cCUE BUMPER RASBERRY AT CART RACK WALL MOUNTED 4"A.F.F. 14 PROVIDED BY RITE AID AND INSTALLED BY G.C. NORTH O CORNER GUARD.SEE GUARD REF.FINISH MATERIAL SCHEDULE WP-1. ` N M K J H T F HAND DIP D C 6.7 B.2 B.1 B A PROJECT 1s MEN CORRIDOR OFFICE 118 16 TELEPHONE SECURITY BACKER BOARD,3l4"FIRE RESISTANT PLYWOOD • (RE:AS I E-201 AND G10/E-201). 106 105 104 © A F RF, 17 MARLITE ALUMINUM CORNER MOLDING FROM FLOOR TO T"1"AF.F.THEN 0 FRP-1 PP-2 W P-8 p PP-2 fi CLEAR CORNER GUARD FROM FROM T-1"TO CEILING.(RE:A�018A-603) F CT-1 F VCT-1 F VCT•1 B OTE 19 4'STAINLESS STEEL COVE BASE. LOUNGE B CT-1 B CB-2 B CB-2 10 F. 108 I I a H CARPET P-8 18 I 6 19 WRAP RF-3 FLOORING CUP BASE. H Y Y O REFER TO E201-G10 FOR WALL FINISH. TRANSITION STRIP F RF, c 20 TS-t 42 B OTE19 a 4.2 ..-------•'"`.--•-_•-�...-�.:-...-.,.».......-..-•r... RESILIENT FLOORING _ — — _ — _ — _ _ —I = 4.0 1 21PAINT COLOR P-B WITH OIL-BASED ENAMEL I _ I I _ �22 WATER HEATER PLATFORM IS COVERED WITH FRP(TOP,BOTTOM,SIDES) g5. ---- ^orys I VESTIBULE 3.9 ''O R 8'-0"HIGH OF FRP ON ALL WALLS OF MOP BASIN. P, o0 3.8 O PP 2 S wr r,ffi✓.....,......s..F«......m..rva w..ro."✓�.•m.-..+ws....wQ r O uj I WOMEN I I B GB-2 � tm C' � FRP-1 T Gr Ill ` F CT-1 - Q at F. a cr-1 — 3.4 W V RESILIENT TO CARPET wP_ G 1 SCALE 6 1-0 m9A 15 Q 0 LW/ OFFICE COORDINATE 14 Z Li ADMIN. W O a AROUCOVND WP-1 .AROUNDLL ; CABIN � r � Z HISAREA '^ A102-Gi Fn WP-1 F RESILIENT FLOORING , T 2 d F` J J TS-3 TRANSITION STRIP y I t W _ .I r VINYL COMPOSITION L' 3.0 — — �I-H, — 3.0 Lu TILE 1- 109 R3'-0' L s - � a CB•2 3 l i E Eft' 15 WP-1. s E l VCT TO RESILIENT SCALE 6=1'-0" 2.2 x 2'E o CONSULTATION — - SALES 2.0 1WP-2 — AREa 'WALL PANEL KEY: CR-1 k102-GI F C 1 01 x B CB-2 _I F VCT-1,2 z- D SEALED CONCRETE 1,6 — — — ..,. B 2B•2 �•—•—•— PP-1 * D VINYL TRANSITION STRIP VINYL COMPOSITION TILE JANITOR 113 ----- - 'S FRP-2 13 , 3 WIN LNG F SC-1 ••--•--^-• - FRP-2 ,yy iv 12 ti 4_ 6 FRP, * S i 12"FIRE TREATED PLYWOOD REVISIONS C 3 x' ••--- •••-••••-• (2)LAYTERS 1/4'FIRE TREATED C" ❑ PC7 04-30-07 PLYWOOD O I I RECEIVING AREA I '. 0 C81 05-04-07 C 1 VCT TO CONC RETE O 3 OTE Jq EXTENT.SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND © HD1 05-16-07 F 3C-1 ❑ li } E '�� r e A102 FFLOOR FINISH LEGEND: 2 3 � w O TILE. Z e CARPET � I I o I I I I I o I o 0 0 0 0 s ; LL TRANSITION STRIP 0 TS-4 z SEALED CONCRETE � � CARPER ❑ O PROTOTYPE O I I I I I 1107 x 163 k o o ❑ SEALED CONCRETE. STORE NUMBERLL WD PROJECT NUMBER 6 A RAIPD0001 A N M K J H G F D B A RESILIENT FLOORING. J All 02 AlCARPET TO CONCRETE FLOOR FINISH PLAN SCALE: 6"=P-0" A3 SCALE: 1/8"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 " 1 2 3 4 5 fi 7 8 9 10 11 12 13 14 13 16 GENERAL NOTES: g A- TRACK LIGHTS TO BE CENTERED ON GRAPHIC LOCATIONS.SEE GRAPHIC PLACEMENT PLAN FOR MORE INFORMATION. B. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH MpAers GRAPHHICS PLAN. M1C. CEILING GRID TO BE INSTALLED IN ACCORDANCE WI ASTM C4i36a. M HANGER WIRES TO BE PLUMB TO WITHIN 1 OF 6 OR SHALL HAVE `• COUNTER WIRE ATTACHED ACCORDINGLY. 2852 Kelvin Avenue D. REFER TO SHEET A-803 FOR FINISH MATERIAL SCHEDULE. Irvine,CA 92614 949753.7676 T £:E. REFER TO HIIFP-101 FOR FIRE SERVICE RISER.A VERTICAL BACKFLOW IS 941753-7678 F REQUIRED. F. SPRINKLER HEAD LOCATIONS ARE FOR COORDINATION PURPOSE ONLY. wdPartners.00m 0'G. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH GRAPHICS PLAN. Atlanta Boston Chicago L L ' Columbus KEYED NOTES: Los Angeles Dallas O GYP.BD,SOFFIT Miami Sacramento O2 WEN TO STRUCTURE ABOVE. ?.: O ALIGN FACE OF SOFFIT WITH THE FINISH FACE W WINDOW OPENING. Oq LINE OF MEZZANINE ABOVE. d O ROOF HATCH K O OVERHEAD COILING GRILLE. K., asp„e: � . ,, m�::�aaa.,. . _ ._ 'asa�.�a �s- . - � .�"suasmeam.+ ,. _...1s.., ca.wcrda.�e-..aus�*.a-.xcn"�e-r-...w+u:�.sx»��.•x-; _ _ _ � .ate. O RECESSED LIGHT FIXTURES IN SOFFIT TO BE CENTERED OVER FIXTURES BELOW(TYP JINE OF WALL ABOVE •- L €; O ROOF OVER FLOW PIPE.PROVIDE TRIM PER MANUFACTURERS SPEC. B 6 #O30"X30"ACCESS HATCH IN DRIVE THRU PAINT TO MATCH SFT-1. 10 O30"X30"ACCESS PANEL IN SOFFIT.INSTALL THE ACCESS PANEL 4'-0'TO 11 CENTERLINE FROM THE INSIDE CORNER WHERE THE TWO SOFFITS MEET. hp 12 24"X24'ACCESS HATCH IN CANOPY CEILING G.C.TO COORDINATE LOCATION PAINT TO MATCH SFr-1. J 13 DIFFUSERS.TILES,AND GRID TO BE PAINTED P-2. J 14 EXTENT OF AC4. 1'15 P1ROVIDE HOLD DOWN CLIPS. NORTH N M K J H G F D C B.7 B.2 B.1 B AD E� 816 18"X78"ACCESS HATH IN CANWYCEILING G.C.TO COORDINATE �,. '~LOCATION PANJT TD MATCH SF7A:x�.,,.---e,�,.•�...�..--o„,>-"-s... ® 17 WATER HEATER PLATFORM IS COVERED WITH FRP(TOP,BOTTOM,SIDES) NA NA 1O"',..rrf`'`.,.,.f''°°-,..„„'r'-.....f'°..,.✓ '.:....✓".+,,.n'•^''"•...,.`HD 5{� Si P$ P$ P-3 NA AC-1 AC-4 °� P-8 NA 5 GYP GYP N P-3 GYP AC-3 10'-0" 13'$" b ' GYP MP-2 9 NA 1 1 F{ B'-0' 8'-0" AC3 GYP 7'-1" 7'-4" �FICE < 8'$" 10'-0' SFT-1 H 106 105 T T-1" �HrAND ,g 10'-0" .TSSSr' ` 4.2 MEN CORR100R __—— 8 4.2 _— 4.0 — — — — — — — = 4.0 1 AC-1 o 12 — NA 3.9 F e 6 36 LEGEND: . 108 w -.� $ , _ o it 16 W o LOUNGE • ' ` P$ o. , EQ:O.3114%31/4 .T}14. 3114—3 ai„-EQ - 15 ROOM—ROOM NUMBER / 1 GYP w p : p p :p T AC-i 36 XX CEILING HEIGHT Q/ N G o o F o 0 0 0 o LL 13'£ XX CEILING MATERIAL G 8 0 c? E y:t•, 100 XX CEILING FINISH 107 ® S 6 y WOMEN ® Yi VESTIBULE ENA o 3.4Q0 0 EO. 1E0. '0 9 2X4 CEILING MOUNTED FLUORESCENT LIGHTOWFIXTURE li ELECTRICAL OFFICE 4 7 o 0 0 o y o o y o I 15 W y O ROOM ADMIN 6 p I 0 1X8 CEILING MOUNTED RECESSED FLUORESCENT W Z_ CNA NA '•'I-XP 0 P NA AC 1 0 38 O O 1 7/8 I 1XB CHAIN HUNG FLUORESCENT LIGHT FIXTURE F J J ti• 8 V LU PHARMACY o o ,_ — o — C7 V LU X85URFACE MOUNTED FLUORESCENT LIGHT y y R3 y y y ° y ® FIXTURE Q 0 0 0 o 6"x4 AND 6"x 8 CEILING SURFACE MOUNTED J 1' ' RECESSED FLOURECENT LIGHT FIXTURE 4 _ P-4 0 ° I 0 ° I GYP p-0 o § /� o 0 0 3 s ` MEZZANINE 8'-5" o O GYP o m 13 . E F t 15 a oO CEILING MOUNTED RECESSED DOWN LIGHT B.$. F . y ° tAl 2 y E ACC •2 CEILING MOUNTED TRACK LIGHTING • • NA O s 1 0 o , O -2 718" ° ° o o ILLUMINATED EXIT SIGN 12 n SFT-, ° _ °I 3 P$ 10'41" NA , o 0 0 o GYP o 0 -a AC 1 6' M CEILING MOUNTED EMERGENCY LIGHT FIXTURE D o- o ❑ i T T T Y • 1.8 fi 1.8 CONSULTATION 0 0 0 0 o o o WALL MOUNTED EMERGENCY LIGHT FIXTURE A7D2-D9 Z-1 I I y y y y l 4 AC-1 t P 3 GVP EXTERIOR WALL PACK LIGHT FIXTURE MOUNTED '. " P$ NA 101 MIN,OF 12"ABOVE DOOR AREA `5 GYP AC-1 F § o SALES I o o o ob ' EXTERIOR EMERGENCY LIGHT FIXTURE MOUNTED M J 1 113 11 V MIN.OF 24"ABOVE DOOR JANITOR - _ .� pr- WAITING° 50 REVISIONS D SUSPENDED ACOUSTICAL CEILING C F REFER TO DETAILS HI AND H9 ON SHEET A702 C' PC7 04-30-07 o 0 0 0 0 o y 1 2 CB1 OS-04-07 REFER TO DETAIL S Hi CEILING El SHEET A702 SUSPENDED HD7 05-16-07 NA 0 o NA AC4 AR y y y y y y ACd E J T 4" o a 114 C 1 t I t GYP.BD.CEILING RECEIVING o w o 0 0 0 ;o El El 2 ° Z MECHANICAL DIFFUSER B I I NA sr p$ 3 3 `� P-3 1 11 Z MECHANICAL RETURN GRILLE B AC3 GIP ' o GYP . T<" 7'1" 7,,^ • SPRINKLER HEAD-FINAL LOCATION BY SPRINKLER © f 1 < CONTRACTORUP RIGHT SPRINKLER SPRINKLER CONTRACTOR FINAL LOCATION BY PROTOTYPE XT63E W ® POWERED EXHAUST FAN STORE NUMBER ®�— UNIT HEATER WD PROJECT NUMBER LU Y A;, RAI PD0001 J A N M K J H G F D B A SMOKED SECURITY CEILING PANEL U- ...,:.a.�-w3stz SOUND SYSTEM A ■ O 3 Al MEZZANINE PLAN /� REFLECTED CEILING PLAN m SS W f1 � ® AC UNIT SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 1 2 3 4 u __ 5 . 6 7 8 9 10 11 12 _w � 13 14 15 16 g '_1 2 3 4 5 6 7 _ 8 9 10 ,ram 11 12 13 3 14 15 16 G !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 n M C. G.C.TO COORDINATE LOCATION OF ANY PLUMBING FIXTURES AND partners ASSOCIATED PIPING FOR PHARMACY,PHOTO AND LOUNGE AREAS. 2852 Kelvin Avenue D. FINAL GRAPHIC LOCATION SHALL PER GRAPHICS PLAN PROVIDED BY Irvine,CA 92614 DECOR GRAPHICS FABRICATOR 949.753.7676 T ' 949.753.7618 F !KEYED NOTES: wdpartners.aom 06 0 TUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 77 A.F.F. E POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT PA FROM 72" Atlanta A.F.F.TO IY ABOVE CEILING TIP.SEAL TOP OF COVER W/CLEAR SILICONE Boston SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. Chicago L L Columbus f O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. Dallas Los L' 3 TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK Miamingeles O METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Sacramento O TUBE STEEL COLUMN,PAINT P-0 FROM FLOOR TO ITABOVE CEILING. a O LINE OF CONCRETE CURB.SEE C207. 4 O 4"BOLLARD,SEE C-2081 F5.THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW DRAWER IS TO BE T-13"AF.G. ;zO REMOTE DRIVE THRU. K K OV BOLLARD,SEE C-206. 8 OCONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL 9 COLOR. k O MC CUE CORPORATION-CARTSTOP SR-MODEL#UNI-13.CARTS-TOP TO 0 BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/FREEZER - - - -.,:v sa .-.. _amr,-.x�a•c.�. e.+ ev�i�xe" ��',.,.. - - _.�.-.�s� - -_,eau *Psaa, rnx.a�mr�r�ar :�.°„ ..� .�. -"_' .',h"..�r�•��,:=• sr-�"xa--;"�'.h'r..ar.'s%s::��+�.0 .-_•*�-sa.. ,'- tea:•--_" -_ n _�:'�'�, n+s-mre_��x_-�-ros--snr�.-.•."•'oT�..v'�z'-.yam:-�.m._ _-'.^"�•.•..�-— � .. - -."s CASES.SUPPLIED BY RITE AID AND INSTALLED BY G.C.ANCHOR HOLES TO BE DRILLED 210 O.C.FROM THE EDGE OF THE CASE. �. 11 HOT WATER HEATER PLATFORM SEE P•101. COUNTY OF RIVERSIDE R COMMUNITY HEALTH AGENCY ¢ - DEPARTMENT OF ENVIRONMENTAL HEALTH 12 PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER J >. The proposed construction/equipment .� s i1slellation is approved. 13 NOT USED See ro aaached c0netllon sheet _ Appved ' l B 14 £ 7H=approval does not autlwdze Ma NOT USED Ia '.linanre,or other Kaulslien. ,s PR ECT NOT USED ° N M K J H G F D C B.7 B.2 B.1 B A t5 12A" 163-4" ® 16 NOT USED 10'1 11Y 16'-10, 26-6' 33',Y 41'-0' 1Y-4116" V-0112" 8'-11 7IB' 7 t14' ROOF DRAIN/OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS.18 WATER SERVICE LOCATION. H 119 SPRINKLER SERVICE LOCATION WHEN REQUIRED. H 4.2 '4 4.2 D`O 3'$"X3'-0'AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 4.0 - - :_- - - - _ __ -- - - - - - - _ 4.0 21 ROOF DRAIN SEE P101. i I 42 a __________ OFFICE 105 / t 22 PURE WATER COOLER BY VERTEX,SUPPLIED AND INSTALLED BY THE _ G.C.SEE Al2/P-201, a7 3.8 I� CORRIDOR c23' LINE OF MEZZANINE ABOVE. s O W M 40 n®. STIBULE�� I 24 LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A103. I - G LOUNGE 39 i `e --- -- 52 - ------- 49 49 49 3.$ 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK G.. R II 40 1` I ! m A 26 ALIGN FINISH FACES W/SOFFIT ABOVE OR EDGE OF WINDOW OPENING. -4 3/4" 4'-2114' 4'-T 4'-T 4'-2" -2" 4'-Y 4'-Y 4'-Y 4'd" 9-0 " 102 - 3.4 ? W U t 109A F707 PHOTO SHOP b COOLER CARES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTOR t I OFFICE YOMEN �._-i I 49 O T 27 } Q 70 COORDINA7E POWER,MECHANICAL AND WASTE CONNECTIONS. 3.3 - - - - 40 51 40 4453� El Y8 LINE OF MEZZANINE STAIRS SEE A703. Q p LLil IJ 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. W v+ O rA I �T42�� ao I ae S-1311' I ~ Y Z ROOF LADDER AND HATCH OPENING ABOVE.RE:A9•A702 ,^ 29 30 v/ IF I - 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E5-A701. F J J 1 40 - ��----------- - --------------� 32 30'X30'ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH W ------ ---------------- GRAPHICS ANDEQUIPMENT :� � IJ"I \\ _ F 33 FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. Y CONTRACTOR COORDINATE POWER,MECHANICAL AND WASTE a0 2 6 — — v J ao ( I I coNNECTIONS. g Q Zr PHARMACY -3 Vr 4'.3" 5'-0" 6-0" O EXTENTOF ADATURNING REQUIREMENTS.109 d, J T TT I I I ro I I 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. i II II '� II 1 T-13/44t I 40 40 I I 40 - ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON.131. 40 �36 - MEZZANINE % ® I�o I I S� I I I 37 UNISTRUTQ2'-0'D.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ E 12'ALLTHREAD TIED 70 WALL FRAMING FOR LATERAL STABILITY AT 40 I 1 I I �10. I I 7 I EACH UNIT. . 4 REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE =': 40 101 I I S II I I 38 POWER,MECHANICALANDWASTECONNECTIONS. AREAI S� 1 I 47 39 GCTOPROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL K10-A603 - I 40 SALES \� T417�' FOR MORE INFORMATION. -—----- --------------------- - - I - 2.0 40 FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON MIA. I - CONSULTATION q \ I 41 FURNITURE BY RITE AID.SEE FXTURE PLAN ON A104. 1 rz•.n•0P.1 � I I g I 112 1 D � rutErur+olnc I WAITING I 42 APPLIANCES BY RITEuO,INSTALLED BY G.C.SEE FIXTURE PLAN ON eLPwaalce Atoa. D SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E702. I i I I I I I I I CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. ri I I 5'-5" 4'-0' 4'- 4'-9' 4'-9" 4'-9' 4'1 4'-9" 4'-9' 4'-0' 4'-9' 4',9" 5'-1" 145 NOT USED. , PROW AND COMPRESSOR Wl5'DEEP PIT RECESSED INTO SLAB. JANITOR I I I I 6 0 I 40 40 I 1:.47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID SEE IO E103. 48 RREAIDTOPROVIDE"EMPLOYEESONLY'SIGNAGE.INSTALLED BYG.C.. b 114 I IO SIGNTOBEMOUNTED ON DOOR#114B ONLY.MOUNT ON SALES AREA REVISIONS C RECEIVINGAREA I I SIDE OF THE DOOR C Z I I I 149 G.C.TO ITALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED o e 1 ❑ ❑ I PORTK)NSNS OF CHECKOUT. Q 0 40 II I O 30'X30"ACCESS PANEL MOUNTED T-W AF.F.SEE K7/A-001. J 0 w I 51 HAND DIP WELL. I 40 I <I 46 I 33 I ( 152 PAPER TOWEL RACK MOUNTED ABOVE SINK BACK SPLASH. El -J ------ - -- -- _ ----- ---- ---- ------ O SOAP DIPENSER MOUNTED ABOVE SINK BACK SPLASH. ----- o 0 o � o a 1•0 - - - - - _ - '•0 a LOCKERS BY RITE AID. If-7Qi7/ B I I o 0 0 0 85 n 0 V PROTOTYPE Z I I I I 107 X 163 ° ° STORE NUMBER 26-6" 33'-Y 41'4" 30-0' 1'4r Lu Y 167d' ' WD PROJECT NUMBER N M K J H G F D B A A:' RAIP00001 p Al MEZZANINE PLAN /� EGRESS PLAN All 04 M SCALE: 1/$"=1'-0" � SCALE: 118"=1'-0" 1 2 3 4 - 5 6 7 8 9 _ 10 11 12 13 14 15 16 _ ate., - -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 d 'GENERAL NOTES: LADDER UP TO s ^� SAFETY POST -A SEE MEP101 FOR MORE INFORMATION. FRICTION FIT GATT. A501-013 ROOF HATCH ,B, ROOFTOP EQUIPMENT LOCATIONS:VERIFY SIZE OF OPENING AND '�ry MSULA71CN Wl VAPOR4 FLASHING LOCATIONS OF ALL HVAC UNITS WITH MECHANICAL,ELECTRICAL,AND M BAFSZIER STAPLED TO STRUCTUAL SHEETS. LNDER6IDE CF ROGF MEMBRANE ROOFING M 4 PLY BUILT UP ' INSULATION COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS.REFER partners FURLM ROOPMG SYSTEM TO SPECIFICATIONS FOR ROOF RELATED ITEMS,INCLUDING GUARANTEES,CRBS FLASHING,AND ETC. SIMPSON W36 TOP FLANGE 2852 Kelvin Avenue I/t'MIN.WOOD ROOF '-D. REFER TO ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND HANGER!BOTH SIDES) Irvine,CA 92614 fiHEATH04'.a l6EE DETAILS FOR ROOFING SYSTEM INSTALLATION,CONTRACTOR TO 949.753.7676 T .I 6PECIFICATIGN6) _-- 949.753.7678 F .01 BAR JOIST-�R TO (6EE 6�T.Dig) PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURES 6TRJCT DRAWW18 METAL ROOF DECK RECOMMANDATIONS. 1 0k20D F'l1RLM 'E. GENERAL CONTRACTOR IS TO COMPLY WITH ALL PRECAUTIONS AS SET wdpartner;.com IS GA.Ci4LY.MD_FILLER 2A •X 2"X 4"X 16GA GALv. STEEL JOIST FORTH BY OSHA OR EQUIVALENT APPLICABLE CODE,ANY PANEL BETIUEEN PUF4-NS- STL ANW.E AT EACH - 518"GNB CONSTRUCTION INITIATED BYABOVE REQUIRMENTS SHALL NOT DEPTH AS fMQUIRED- 8115-PURLIN FASTEN TO c COMPROMISE THE ROOFING WARRANTY. SECURE TO UNDEfi OF BOTTOM OF EACH SLIDING METAL BURGLAR Atlanta ROOF BFEA7NR4GT SUB-PURLM III/(2)12d BARS W/LOCK-SET IN 7• Boston HORIZONTALE LEG OF CONT. UIOOD SCREWS-13/4'MM. CHANNELS WELDED TO BOLT TO BLOCKING �, Chicago L 21 X 2"X Ib GA GALV STL EMBEDMENT 24"OG. ADJACENT STRUCTURE RE: LOCATIONS E WI LADDERANCHOR L Columbus ANGLE W/5/8"X 0-18 TYPE K7/A-501 Dallas 642 SCREW6•Ib•OL. 2'X 2"X 4"X IS"GALV. - :'KEYED NOTES: Los Angeles 67L ANGLE-8Ea1TE TO STEEL STRINGER STEEL ANGLE WELDED TO Miami BOTTOM CHORD OF BAR g XJ•SPACED 24'CLEAR STRINGERS r O REFRIGERATION COMPRESSOR UNIT PROVIDED BY RITE AID ON BXB P.T. Se—mento JOIST W/INDUSTRY BETWEEN STRINGERS DUNNAGE PROVIDED BY G.C. APPROVED TM WALLED STEEL STUDS 18"O.C.WIGWB -: BOTH BIDES 2 FILLET WELD X 2"LOW. a.O ROOF DRAIN AND WALL SCUPPER LOCATION,SEE DETAIL A10 AND t'. V DIA RUNG 4 ®12"O.C.WI ALUMINUM A13-A501 FOR MORE INFORMATION. BLOCKING LENGTHS AS ,I OXIDE GRANULES SET IN REQUIRED.ANCHOR TO WALL .f O TAPERED INSULATION CRICKET 17:12" 26 GA CORRXm41'ED EPDXY RESIN ADHESIVE STRUCTURE e FETAL PANEL FOLLOWSLOPE OF ROOF 5ECUIE SHOE WITH EXPANSION ?® LINE OF HORIZONTAL ROOF DRAINS,RUN IN PLENUM SLOPE 118':12 TYPICAL PANEL TO EACH STL. BOLT TO FLOOR AN:aL.E W/(2)Ed fiFJ_F MEZZANINE FINISH FLOOR �0 �"�'HATCH LOCATION BEE DETAIL K72-A705 FOR MORE INFORMATION K = TAPPING MTL 6CREW5 5 K•' 4` - "' a© 80 MIL WALKWAY MEMBRANE,COLOR TO BE DIFFERENT FROM ROOF. PACKAGED ROOF TOP UNIT LOCATIONS.SEE G10-A501 FOR FLASHNG "`""""`'�-'""'�"' -Y�x"`'"'�`�' '•'"' '"""' a "'°°"�""'°"' '�'� '�"" ' `"""°`�� 7 AND MECHANICAL DRAWINGS FOR MORE INFORMATION. LADDER DETAIL K9 DRAFT CURTAIN K1 7 ?O SATELLITE DISH AND MOUNTING PAD SUPPLIED AND INSTALLED BY RITE d SCALE 11/2 1-0" SCALE 3/8 1'-0" AID.A PRE-INSTALLATION SURVEY WILL BE COMPLETED BY THE .,-�- _._-,. .. _ -.ears.. •a-- x.,s.�•e-,ze-�.• .. .. _ -v,«:,,::.•.suers-s<.,.,rsu:... ,s�eas--,=i,;a-'- xuvm. a. :�. rxc,=w= " �. .,: -*s.„-u,.:-,a..,�.zc. e, .-.,�sn,-..rs ,,..-�: rsr ,.�:s:.;,,an;..,. •,fsra:.au:.3�r,,�s„sx,,ua INSTALLATION COMPANY TO VERIFY LINE OF SIGHT.FINAL LOCATION OF 8 _ rs, .-ym . .max. +w-xasea-. - -. _ .•"+.rcar�:ew , " a DISH TO BE DETERMINED AFTER THE SURVEY. ? SEE DETAIL 010AW1 FOR ROOF PENETRATION DETAIL. GAS LINE,SEE MEP101 FOR MORE INFORMATION. g' TO PIPE CURB LOCATION,SEE DETAIL G7-A501 FOR MORE INFORMATION. - +01 ROOF DRAIN TIED DIRECTLY INTO STORM WATER SYSTEM.OVER FLOW J DRAIN DISCHARGES ONTO DRIVE THRU OR SIDEWALK AT ENTRY. _ T CB1 RE K13-A501. D B.2 B.1 B A ROES 1z CLAss'A'MEMBRANE ROOF,SLOPE 1/4':17 TYPICALLY.REAS01 d d `a ® r "13 VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, 4 � FLASHING PER D7-A501.(FOR HAND DIP STORES ONLYJ. I ® LINE OF METAL PANELS BELOW. 34'-11 UB' 1'B" 18'-4 318" I 26'-0' 23'-4• I 2Y-4. I 28'-0" ^ I vQ GAS PIPE PENETRATION SEE DETAIL KID.A501 17 T.O.P T.O.PAF:IIPET T.O.PARAPET T.O.PARAPET 18 / I 16 GAS VENT FOR UH-1.RE:D13•M201. H 4 2 q 17 Q,2 t 7 ROOF TILE,REFER TO SHEET A201. H K _ — 4.0 — — — — — — — — — — — — — 4.0 =© PRE-FINISHED METAL COPING. 3 9 19 DISH Nt lwoRK sATELLTrE ON 2u PAD, t 21 18 A502-E7 A502-E7 _ GOOSENECK WIRE CHASE THRU ROOF SEE DETAIL DIO-A501. 14 I THE USE OF THE EDGE-LOK FACIA COPING SYSTEM WORKS BEST WITH A AgOq-A7 I 5'4114" I MINIMUM OF SEAMS OVERLAPPING THE PARAPET.INSTALL THE ROOFING i I I I I I 2 MEMBRANE WITH SHEETS DIRECTION OF PARALLEL TOTHE LONG SIDE OF O I 0 — 3.6 BUILDGING LAP SEAMS IN DIRECTION OF WATER FLOW. `W M 02210 T-p 3 A403-Al2 CONDENSING UNIT(CU-1)AND EQUIPMENT PAIL ON ROOF.SEE ROOF / LO PLAN RE:MEP-101.G VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION,4'1- . FLASHING PER D7-A501.(FOR HAND DIP STORES ONLY,). 1 I e 1 7 I w TRASH ENCLOSURE ROOF,REFER TO CIVIL DWGS. LV /N�/20 I26'-W DRAFT CURTAIN BELOW,REFER TO DETAIL K9/A10528'-0" 3,-0. 10'-10114• I qT.O.PARAPET 19 � 9'-5 314 20'-91/2" T.O.PARAPET ., O LU 28'-0" II 25'-8" q,T.O.PARAPET r. T.O.RTU e ' 7.0.RTU _ I O1r r - Z LSD a4D1a1s Y Fn I. F F 7 — — T — — — — 3.0 r LU � Q I LU I 3 q] A403-Al 1 PITCH 23 1 a 25 [I] I 4 E 1z I 9 I I I �— I s-0. E 12 I 12 I 72 �. :ODD — — — — I:a T.O.PARAPET '•1171 2I I 1 1 4 N I I I I I I m 6 1 18 24'-8" I I 25 4 aT T.O.RTU 1 Le- , 6 D I I 7 I I I T-0' r Y-W 64r I 6 D 4'-11 718" 24W O t T.O.RTU I ' I - 9 ILID '-T" 3 I -1 — --------ygym—---J -- " 9 --- ----- ---- ----- ----- --12 I I 10 °in § atu REVISIONS C ❑ PCI 04-30-0 7 3 CB1 05-04-07 3 15 3 FD1 05-18-07 z z z 2 IL 0 El 3 18 El 3 T.O.PARAPET T.O.PARAPET T.O.PARAPET t 1 I I _1 i B 3'-1' 16-6 3W A I i B 17-0 3W 4's 'I I I .' 11 11Y 6 d nEl 28'-0" I I T.O.PARAPET PROTOTYPE 7 107 X 163 Q STORE NUMBER ^p_j li. It N M K J H G F D B A WD PROJECT NUMBER - A RAIPD0001 LL A O A105 ROOF PLAN � A 3 SCALE: 118"=1'-0" 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 a gfflNers M M 2852 Kelvin Avenue �k Irvine,CA 92614 %• 949.753.7676 T 949.753.767a F r wdpartnem.mm 1.0 EGd 2.0 P-13 EG-1 q EG-z 3.4 3.6 38 4.2 4.0 3.3 3.0 2.8 2.6 2.2 2.0 1.8 N 1.0 Boston22 18 2 CP-t 2 26 25 24 Q Q Q Q 19 ' Q 28 QQ 15 26� Q L Atlanta L CP-1 EG-3 P-14 CRt CP-1 > Columbus 27 TYP. I 2 I 18 a. 2B'-0' I a I I TY I 18 27 16 I 0 PARAPET Dales , ' T.O.PARAPET r. -- - - - -- 28-0"A.F.F - 1 F -� �,-0•A.FF. . - ,- .. - .:._ .... __ _- — � - �28'-0"AF.F. .-.... ' _ _ � : Saoremelrlo T.O.PARAPET ' :., TE �.•::T T.O.CAN . 1 T_O.PARAPET44 17 -1 T.O.CANOPY — — - - - 20'-0'AF.F. T.O CANOPY ' 1� 9'-0"A.F.F. � -.. ., .-,.: � .: � :.y'" '-1 4 ;�_ .. I _.::_ � �1 i i CP t i it 11 U U 7rii IT imvm T710J - I I. T.O.CANOPY .. .. .: .. '. ,: T.O.SIGN BAND § § / / —' CI o SIGN BAND § �'---$ "' - 10'-0"AF.F. ..7.10" P-15 EG-0 P-15 17 I , :..{ P. P15 17 T.O.WAINSa 4momFINISH FLOOR / 0'R D-0 y. - FINISH FL� STN-1 P-14 P-16 STN-1 P-14 STN-1 3TN-1 EGB % P-18 STN-1 P•14 STN-1 P-18 STN-1 STN-1 P-14 STN-1 28 16 ' ao 18 ' 0 16 16 14 10 14 TYR TYR TYR J1 EXTERIOR ELEVATION -SHORT SIDE FRONT-NORTH x; Q EXTERIOR ELEVATION SHORT SIDE REAR-SOUTH SCALE- 1/8 =1'-0" v SCALE: 118 1'-0' IGENERAL NOTES: 0. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE. 5 B. SEESHEET A-802 FOR WINDOWTYPES. H H'' KEYED NOTES: OOUTDOOR WALL MOUNTED(DECORATIVE)LIGHTS,REFER TO ELECTRICAL DRAWINGS. EXTERIOR SIGNAGE,SEE ELECTRICAL DRAWINGS.PROVIDE SOLID /� BLOCKING AS REQUIRED. A S. B B.2 B.7 a l C:) D r F' G ^ O ROOF SEMETALFOR EDGE ABOVE A10, 1. Yi Y (\7/ O ROOF SCUPPER FOR DETAIL RE:A70-A501. W M P-14 CP-7 I I EGJ� 6 i 22 P-13 CP-1 25 a 26 ao EG-2 EG-1 I CP-1 P-15 0 15 P-14 EG-4 1!I 28 n N I 19 I I I SO IN G 18 2 I' li 18 I ' ' 'a 2 2 I 27 ' TYP 76 2 I I I a 6 BOLLARD-RE:C-208 AND A 803 FOR SIZE AND LOCATION. ' O EMERGENCY LIGHT FIXTURE SEE ELECTRICAL DRAWINGS. G Q C� �T.O.PARAPET A:FF :: I - .. ' T.O.PARAPET i '- T_0.PARAPET O SPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA G.C.TO 23'd"AF.F. ------ ----- 26'-0'A.F COORDINATEWITHSPRINKLERCONTRACTOR.SEEFIREPROTECfIIXJ W U 2�T.O.PARAPET F.F. —__— Q- V ,: i WATER HEATER DRAINLj LINES P 1 ) O T T.O.CORNICE __— — AF.F. I _ T.O..CANOPY O EXHAUST FAN LOUVER(RE:M101) 01 - T y -.' ..:' EG-5 I CPA 9'-0"AF.F. W N O CP3 CP - , ,. .�',, _, ......... ..: ... . ...._, . .; ... .: USERC PANEL REFER TO ELECTRICAL PLAN. �. �Dn n'lfcaao' Dom 1�WWm _ T.O.CANOPY � W Z :A tr -� MOTE DRNE TNRU.SYSTEM. T.O.Sill GN BAND E,�«--•,,. .,� 13'-0"AF.F. __— o �� 0� \ \, \ \ .-, „• 8•_,0" I § 1, J op .. P00 PW031' ,. r e f f / f f f •` ` " 12 8'HEIGHT IN LETTERING WITH BUSINESS NAME AND BUTTE NUMBER't;. ? J F �10'A"AF.S.C.SKIN BAND __ ® ® ® B.0_CANOHH . _ .. r. F I` J W 10'-0"A.F.F. \ MP-2 'P-'15 STN-1 .•._ LI,J 6"BOLLARD-RE:F5-C206. m b 5 �t Y n 14 ' T.O.WAINSCOT 15 CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS AND CU Q FINISH FLOOR : \ / FINISH FLOOR J SPECIFICATIONS. r CMU WALL WITH STUCCO FINISH. EG43 EG-7 EG4i P-15 STN-1 P-14 P-14 P-16 STN-i P-18 17 REVEAL,REFER TO A401-KI 2 23 2 2 TYR 16 3 6 16 18 18 78 METAL FRAME WITH STUCCO FINISH.REFER TO SHEET A803 - a E 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E-.- BY EAGLE ROOFING#3124"BURNT ORANGE BROWN FLASHED".ICBO No. CONCRETE CURB,REFER TO DETAIL A501A1 ER"4860 . _ E1 EXTERIOR ELEVATION -LONG SIDE REAR-WEST 21 WOOD SHAPE PARAPET SCALE: 1/8"=1'-0" -u-a-C;r,,.,„��,,.�,-�,;�_..,,�,,;"., APPROXIMATE LINE OF ROOF.VERIFY WITH STRUCTURAL DWGS. 23 INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60"AF.F.FROM CENTER OF THE SIGN.REFER TO SHEET A.002 AND A630 DETAIL K10 �".24 ADDRESS NUMERALS,24"IN HEIGHT. D 25 REFER TO DETAIL ETA RNICEA401 1TH ROUGH SAWN OUTRIGGERS PAINTED P-15. U 26 ROOFTOP 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-Ai. Q ® TRASH ENCLOSURE.REFER TO DETAIL C201-03 N I I I I F I I F: P-14 w i CR7 CP-1 l i s c , a 15 4 26 i 19 27 T.O.PARAPET 28 19 I ' TYP TYP ' < T_0_PARAPET REVISIONS C �28'-0"A,AF.F. ..__ �,-0E 0 PC1 04-30-07 i . ,-• 9 � T.O.PARAPET CBt 05-04-07 T.O. .. -. 2' T.O.CANOPY 28'-D A.F.F. 0 FD1 05-N-07 I q � I ' _1 T.O.CAN � �. f3 r.o.CANOPY _ `. T $— e ,. k. T.O.WAINSCOT b __ --- _=;x _ TO WAINSCOT - 7. Lu �I FLOOft FINISH FLOORa PROOTOTY E D'-o^ NN LPL P-16 P-15 STNA STN-1 P-14 P-14 P-16 STN-1 STORE NUMBER 18 8 3 1 16 16 28 18 14 " - O WD PROJECT NUMBER A RAIPD0001 A Lu ILEGEND: O INDICATES EXTERIOR GRAPHIC LOCATION EGX ` A201 w Al EXTERIOR ELEVATION -LONG SIDE FRONT-EAST ;is SCALE: 1/8"=1'-O" P XX-t MATERIAL CALL OUT TAG.SEE A-803 P 1 2 3 4 5 6 7 8 9 110 11 12 13 14 15 18 2 3 4 6 7 0 11,� 1 5 8 9 1 12 13 14 15 16 7/8"34AYER STUCCOOVER METAL LATH AND BUILDING PAPER 30M FELT. "" "" ffl partners 4.2 B 4.2 A 2852 Kelvin Avenue Irvine,CA 92614 949.753.7878 T 949.753.7678 F 3 wdpartnem-com P �A401-Al .050 ALUMINUM CUSTOM STRAIGHTEDGE A401-A1 .050 ALUMINUM CUSTOM STRAIGHT EDGE . . . . . . LOCK FASCIA BY ATAS Qp_i �^ — — — — — LOCK FASCIA BY ATAS I Atlanta • TOP OF MASONRY TOP OF MASONRY Boston L I •• I 28'-0'AF.F. I •• I 28'-0"A.F.F. L Chipgo �' Columbus Dallas Los Angeles Miami Sacramento K; — / 7/8.3 LAYER STUCCO OVER METAL LATH AND / 7/8"3 LAYER STUCCO OVER METAL LATH AND K1 REVEAL DETAIL BUILDING PAPER 3Wf FELT OVER ill PLYWOOD BUILDING PAPER 30tt FELT OVER I/2"PLYWOOD SCALE: 6 =1-0' dt' OVER 8"METAL STUDS @ 16"O.C. " OVER 8"METAL STUDS Q 18"O.C. 5/8'EXTERIOR GYP.BD.SHEATHING STONE VENEER WITH OVERGROUT K INSTALLATION PER MANUFACTURERS 0 518'EXTERIOR GYP.BD.SHEATHING K T: RECOMMENDATION FOAM SHAPED B"MTL.STUD 16"O.C. O y O MEDALLION s § I r. MEMBRANE ROOFING UP AND OVER PARAPET A I 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 6' A401-El A401-E1 T-0.STONE •R22 RIGID INSULATION •R22 RIGID INSULATION 4'-0"A.F.F 1 1l2"METAL DECK 1 1/2'METAL DECK T.O.PAWL � O• T.O.PAWL .O" • 20'-0"A.F.F. ; V 20-0 AF.F. msw•ri.�cmr,,«ixrir�..«wuau. w�m+s .wzwa,.ra -._-_ snaicsmnraw. 4 I I DETAIL I REFER 70 STRUCTURAL I I REFER TO STRUCTURAL H1SCALE 1 1/22��1-0" H? 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REFER TO ELEVATIONS % �' INSULATED STOREFRONT GLAZING FORHNISH E 1 PARAPET DETAIL v SCALE 1 1/2' 1-0" 050 CUSTOM EDGE LOCK � PRE-FINISHED METAL O• v� FASCIABYATAS ^� 1X BLOCKING AS A503-DI 12"EXTERIORGRADE B"MTL.STUD @ 16"O.C. REQUIRED PLYWOOD f:_ INSULATED STOREFRONT GLAZING N: EXTERIOR GRADE GYP. 2 D BD.SHEATHING L A401-Hi D CMU-SEE STRUCTURAL DRAWINGS THROUGH WALL SILL FLASHING AND WEEPS 1 MARLITE SILL.EXTEND MARLITE TO FINISH FLOOR METAL F' I 1 112 5 1 1/2• MARLITE ALUMINUM CORNER MOLDING @ 18'D.C.. A503 D 3 R T.O.STONE J 5/8•GYP.BD. E (1.)KRAFT FACED FIBERGLASS R-15 BATT + 4'-0"A.F.F. dk - INSULATION + MEMBRANE-ROOFING UP O 3 518•MTL STUD @ 16"O.C. -T- STONE VENEER WITH OVERGROUT fr FOAM CORNICE T'+ AND OVER PARAPET 3'd" _ ------ INSTALLATION PER MANUFACTURER'S (1.)KRAFT FACED FIBERGLASS R-15 BATT c'. 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I =� 26'-0"A.F.F. § 518"EXTERIOR GYP.BD.SHEATHING I K I C81 518"EXTERIOR GYP.BD.SHEATHING I 518"EXTERIOR GYP.BD.SHEATHING f K K METAL FLASHING iF t FELT UNDERLAYMENT a` TOP OF FRAMING - g BY OTHERS 23'-4"A.F.F. a� t ROOF TILE BIRDSTOP MEMBRANE ROOFING UP AND OVER PARAPET & I I MEMBRANE ROOFING UP AND OVER PARAPET 8X2 WOOD STUDS J MEMBRANE ROOFING UP AND OVER PARAPET PER STRUCTURAL THROUGH WALL FLASHING AND WEEPS Y I I THROUGH WALL FLASHING AND WEEPS ; THROUGH WALL FLASHING AND WEEPS J I I CHORD ANGLE,SEE STRUCTURAL DRAWINGS I CHORD ANGLE,SEE STRUCTURAL DRAWINGS PLYWOOD CHORD ANGLE,SEE STRUCTURAL DRAWINGS - I SHEATHING -_ Q I I •R22 RIGID INSULATION {"A Q I I •R22 RIGID INSULATION j •R22 RIGID INSULATION k 1 t` C91 g CB1 1 112'METAL DECK 4 I ._..,; _.. 1 10 METAL DECK >z METAL a 1 1/2'METAL DECK METAL FLASHING I / METAL FLASHING I E/ FLASHING FELT UNDERLAYMENT TOP OF CANOPY y FELT UNDERLAYMENT TOP OF CANOPY Ilk REFER TO STRUCTURAL g BY OTHERS I t BY OTHERS 19'-0"A.F.F. ( 17-TA.F.F. 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A.F.F. Chicago L -0•TOP OF MASONRY Boston 28' I a L ` Cdumbus Dallas g:. Los Angeles I Miami A503—K13 — — — .050 ALUMINUM CUSTOM STRAIGHT EDGE A503—K73 — .050LOCK CUSTOM STRAIGHT EDGE I I 718'3 LAYER STUCCO Sacramento LOCK FASCIA BY ATAS Cp_7 �� LOCK FASCIA BY ATAS Op_1 �, _ I TOP OF MASONRY TOP OF MASONRY t- Y 26'-O"A.F.F. s 26'-0"A.F.F.I 51W EXTERIOR GYP.BD.SHEATHING I x I5/8'EXTERIOR GYP.BD.SHEATHING � I 5/8"EXTERIOR GYP.BD.SHEATHING r, Ce1 K I ( a v 718"3 LAYER STUCCO : K METAL FLASHING -j FELT UNDERLAYMENT BY OTHERS TOP FRAMING 5� 23'4"A.A.F.F. ROOF TILE t 1 BIRDSTOP i' 5= OD STUDS MEMBRANE ROOFING UP AND OVER PARAPET y MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET PE8X2R WOSTRUCTURAL THROUGH WALL FLASHING AND WEEPS ti THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS J CHORD ANGLE,SEE STRUCTURAL DRAWINGS CHORD ANGLE,SEE STRUCTURAL DRAWINGS PLYWOOD CHORD ANGLE,SEE STRUCTURAL DRAWINGS J • SHEATHING R22 RIGID INSULATION Cet •R22 RIGID INSULATION CB7 •R22 RIGID INSULATION IT METAL DECK 1 11r METAL DECK \ 1 112'METAL DECK � e F, METAL FLASHING METAL FLASHING " METAL FLASHING FELT UNDERLAYMENT FELT UNDERLAYMENT REFER TO STRUCTURAL BY OTHERS TOP OF CANOPY BY OTHERS TOP OF CANOPY '',,,.. 19'-0'A.F.F. ROOF TILE ROOF TILE t FI s' BIRDSTOP P BIRDSTOP "I FI BX2 WOOD STUDS '_ 8X2 WOOD STUDS = PER STRUCTURAL PER STRUCTURAL Fr PLYWOOD I PLYWOOD O SHEATHING BAR JOIST-SEE STRUCTURAL SHEATHING BAR JOIST-SEE STRUCTURAL BAR JOIST-SEE STRUCTURAL DRAWINGS - DRAWINGS DRAWINGS 6"MTL.STUD @ le-O.C. O } 718"3 LAYER STUCCO OVER METAL LATH AND 70 3 LAYER STUCCO OVER METAL LATH AND 718"3 LAYER STUCCO OVER METAL LATH AND W `M f' BUILDING PAPER 30p FELT OVER 1!Y PLYWOOD BUILDING PAPER 30#FELT OVER 112 PLYWOOD T BUILDING PAPER 30p FELT OVER 1/7PLYWOOD ' METAL OVER 8'METAL STUDS @ 16'O.C. +,`s MEAL OVER W METAL STUDS @ 16"O.C. §: OVER 8"METAL STUDS @ 16-O.C. N `� FLASHING FLASHING G P � G Q LAY IN ACOUSTIC CEIUNG SEE LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE W U y REFLECTED CEILING PLAN REFLECTED CEILING PLAN ,: REFLECTED CEILING PLAN Q �/ p LAY IN CEILING TO LAY IN CEILING `O _LAY IN CEILING O W { O ; 1T-6"A.F.F. ° 13'-8"A.F.F. �� ��/� �x�.✓L4-„!„pa,,p,,,,ri"�, I •FOIL FACED FIBERGLASS R-15 BATT ^ �- Lu j 0 INSULATION 5 'FOIL FACED FIBERGLASS R-15 GATT •FOIL FACED FIBERGLASS R-15 GATT T— ••• Z r INSULATION ,. INSULATION BOTTOM OF ARC I: ri N VARIES F W 8"MTL.STUD @ 16"O.C. O W u A503—K1 A503—K7 O° O Q r OII J T�O�^ANFE I — 10 F A FOF1E STONE VENEER WITH OVERGROUT STONE VENEER WITH OVERGROUT _ INSTALLATION PER MANUFACTURER'S INSTALLATION PER MANUFACTURER'S RECOMMENDATION STN-1 • E RECOMMENDATION STN-1 E B.O.STUD I T.O.WALL -, 8'-0"A.F.F. § s^ PAINT TO MATCH ADJACENT ( 6"MTL.STUD @ 16-O.C. WALL SURFACE 8'-O"CMU WALL FOR TRASH }§) ENCLOSURE.REFER TO CIVIL ` g. S DRAWINGS. CMUEE STRUCTURAL DRAWINGS € D D � CMU-SEE STRUCTURAL DRAWINGS CMUSEE STRUCTURAL DRAWINGS G w 4 A503—K1 J518"GYP.BD. 5I8"GYP.BD. I , 5/8'GYP.BD. I 3 518"MTL.STUD @ 16"O.C. fi 3 SIB'MTL.STUD @ 18'O.C. - O T.O.STONE 3 5I8"MTL.STUD @ 16-O.C. s (1.)KRAFT FACED FIBERGLASS R-15 BATT INSULATION T FACED FIBERGLASS R-15 BATT T 3'-4'A.F.F. INSULATION (1.)INSULATION FIBERGLASS R-158ATT i � ° INSULATION CONCRETE} CURB,REFER TO DETAILA501-Ai REVISIONS C THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS C ❑ CBI 05-04-07 FINISHED FLOORING RE:A102 x FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 El REINFORCED CONCRETE SLAB RE:S701 � REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:3101 ❑ VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 CRUSHED STONE RE:3101 1 1 El OR GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT . INK FINISH FLOOR FINISH FLOOR FINISH FLOOR Alk o _ B B a" `III. CIO m Z _ 0 RED CONCRETE SIDEWALK SLOPE 2%PER 1 ' POURED CONCRETE SLAB REFER TO CIVIL `�. POURED CONCRETE SIDEWALK SLOPE 2%PER � ° POURED CO C S ALK O DRAWINGS FOOT AWAY FROM BUILDING -. FOOT AWAY FROM BUILDING PROTOTYPE L - 107 X 163 U n N � CMU-GROUT SOLID BELOW GRADE STORE NUMBER W CMU-GROUT SOLID BELOW GRADE CMU-GROUT SOLID BELOW GRADE ICIO CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE STRUCTURAL WD PROJECT NUMBER DRAWINGS DRAWINGS DRAWINGS RAIPD0001 A f' A J PC7 s Q A404 Al SECTION 1 SECTION 1'-0 /� SECTION SCALE:314"= -0" A SCALE: 3A.,= " A 12 SCALE:314"=1'-0" f2 _ 3 4 5 6 ., 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 < 1R"OIA STEEL BAR C4x5.4 STEEL WELDED TO ANGLE @ 4"O.C. CHANNEL FRAME WELDED HATCH OPENING ABOVE -"' HOLES FOR PAD LOCK SUPPLIED BY RITE AID .M PAD LOCK SPLICING CEMENT WATER CUT-OFF MASTIC = MSUPPLIED BY RITE AID IN-SEAM SEALANT STAINLESS STEEL CLAMPING RINGfflpKers 114'STEEL PLATE £ LAP SEALANT PRE-MOLDED PIPE SEAL DRAIN EXTENSION 2852 Kelvin Avenue GUIDE WELDED g Irvine,CA 82614 AT FACE OF 3W DIA.HOLES ROOFING MEMBRANE ROOFING MEMBRANE CHANNEL FLANGE BELOW DRILLED IN FRAME [-I SEE SPECIFICATIONS ROOF DRNN OVERFLOW DRAIN 949.753.7676T POLYISOCYANURATE INSULATION TAPERED INSULATION 949 753 7678 F CONCRETE DECKING OR STEEL wdpartne`s com L3x2xIW DECKING 1.O 4"O METAL DECK-SEE STRUCT.DWGS } � 3"MAX �TMIN. PIPE PENETRATION Atlanta D. tj. Boston (' t Chicago L PLAN VIEW NOTES: Z Fir L Columbus Dallas 1.PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP T UP OIA STEEL BAR C4z5.4 STEEL CHANNEL FRAME EDGE,REGARDLESS OF PIPE DIAMETER. Los Angeles J WELDED TO ANGLE 4"O.C. WELDED HATCH OPENING ABOVE ROOF DECK Miami I k DRAIN SUMP RECEIVER ON 2.APPLY INSEAM SEALANT 10 INCH FROM INSIDE EDGE OF Sacramento PIPE SEAL FLANGE. TO STORM UNDEROECK CLAMP DRAIN SYSTEM L3mct14" 3.DECK FLANGES OF THE PREMOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED,CUT OR APPLIED OVER ANYANGLE DISCHARGES y, x, HOLES FOR PAD LOCK ONTO DRIVE THRU OR 3 I HOLES O BY RITE AID CHANGES. SIDE WALK AT ENTRY SEE A7I A_SW K PAD LOCK ' � SUPPLIED BY RITE AID 3/4"DIA HOLES DRILLEDK IN FRAME ` A503-K13. .050 ALUMINUM CUSTOM STRAIGHTEDGE r 114STEEL PLATE GUIDEWELDED SECTION LOCK FASCIA BY ATAS CP-1 AT FACE OF CHANNEL FLANGE :,.. a.�x.. k _sus. ,-•x ..�+.>- u -k=...- ,a- .�.,... :... - «annur•3r>�zz - --.�..x-N rc..,,� ,,, .� ...a....:.. •�.u,�- _. - .. _......;",,s.�,".+w,... ,...-,�,.-.+; .�,_., .-..�r".r.:::x., ,-,r ,:.. .. .. ...»., „-,- -. ": TOP OF MASONRY BURGLAR BAR DETAIL GAS PIPE PENETRATION DETAIL v ROOF DRAIN AND OVERFLOW IN DETAIL 4 I 23' 'A.F.F. s 7 - " K■ SCALE:3"=1-0 K1 0 SCALE: 1"=1'-0" K13 SCALE: 7 1/2"■1'-0 # 1 5/8"EXTERIOR GYP.BD.SHEATHINGS --aszassus..�.. --- ---"�". .. - - ,ss�ns-:. - •assjs=,.m�rs.; -.,-„ ".,•�-...cv; sm. - _z-w�- : r.. c 7/8'3 LAYER STUCCO P I MEMBRANE ROOFING UP AND OVER PARAPET k; 1 THROUGH WALL FLASHING AND WEEPS A, GAS PIPE SEE t: J ` J PLUMBING DRAWINGS H-9/P202 !I CHORD ANGLE,SEE STRUCTURAL DRAWINGS ROOF TOP UNIT J' k 314"X 1/4'WIDE GASKET FOR CURB 'R22 RIGID INSULATION X FRAME AND ALL DUCT SUPPORT S MTL.COVER "S SURFACES 1 JT 1"MI PRESSURE-SENSITIVE POURABLE SEALANT } j 11/2"METAL DECK COUNTER SLOPED SHEET METAL ROOF CAP- POURABLE POCKET 4 # FLASHING INSULATED ROOFTOP UNIT BASE RAIL PROVIDE �-' o-T INTEGRAL 2X P.T.WOOD SEALER E NAILER FLASHING AND COUNTERFLASHING SEALANT LAP SEALANT •\ PREFABRICATED CURB REFRIGERANT PIPE OR ` REFER TO STRUCTURAL �:, WITH RIGID INSULATION ELECTRICAL CONDUIT THRU SIDE ATTACH ID BLOCKING OF CURB ROOF CURB UNIT BY ROOF TOP UNIT MANUF. z F z W/FACTORY SUPPLIED BURGLAR BARS \\ I RUN ROOFING UP CURB fi' AND SEAL WRAP ROOFING UP CURB AND _ SEA CRICKET AS REQUIRED MEMBRANE H ) � ROOFING H i ROOF DECK ROOF INSULATION P.T.W000 BLOCKING ATTACHED LL x i BAR JOIST-SEE STRUCTURAL TO DECK ROOF NSULATION '- DRAWINGS i_ PIPE CLAMP . WOOD BLOCKING 6"MIN. PENETRATIONS O L g ATTACHED TO 12"MAX. DECK NOTES: CUT AND PATCH ROOF AND MAINTAIN OWNER 4 STEEL FRAME,ALL SIDES OF ROOF EI ` ROOF ING BOND.INSTALL CURB PER OPENING PIPE WRAP NSULATIONTOSTOP INDIVIDUAL 6"MIN. W Q Y MANUFACTURER INSTALLATION REQUIREMENTS. SEE STRUCTURAL DRAWINGS WHERE POURED SEALERd DECK PENETRATIONS 12"MAX M I u'- SEE STRUCTURALDRAWINGS ELECTRICAL N xy PENETRATION START. FOR PIPE d > G i A40t-Kt G C) i o LAY IN ACOUSTIC CEILING SEE w REFLECTED CEILING PLAN $, -usxacn.,.,. ,� ... ....,,u. .. .. nes,-ar .a ,+... ..a=asscn-,.,,,. .c".+:+x.",crsr.�- :^.r.,a.•*„+_--rn...s.... _ =..:a4sm,,: :.. v -r. ,,., ,..W... rrt.;"....._ .._...:-. - : ,sar ....� .--..z W U Q= — I— m �±� PIPE CURB DETAIL `G 10 ROOFTOP UNIT CURB DETAIL ,/±13 PITCH POCKET DETAIL(ALT.FOR G7/A-501) w A503-G9 I LAY IN CEILING V V i3'4^ r4 SCALE: �` SCALE: SCALE 11@ 1-0" __ ��}��} -:.•a,a., .c, �-a ". - T �/ Y ..:k ,:m i w YB.O.REVEAL" -_,,—t.._' META BILCO LADDER `S W N O __ I `FOIL FACED FIBERGLASS R-15 BATT COVER UP SAFETY POST LU-1 T INSULATION SEALANT ^ META NEOPRENE DRAFT SEAL f"— Uj V Z_ LINER PADLOCK EYE i '^ S.S.FLASHING N p AND WATCH x LAP SEALANT PREMOLDED FLASHING s INSULATION STRIKE(CADMIUM F A J J F , I a INSIDE LATCH RELEASE PLATED). 5 W FLASHING SCHEDULE 40 PVC MAX.4"DIA B MIN.2"DIA RIGID INSULATION W WATER CUT-OFF MASTIC METAL CURB MEMBRANE SPLICINGCEMENT INSULATED STOREFRONT GLAZING s + _ ROOFING LAP SEALANT MEMBRANE BASE PRE-MOLDED PIPE SEAL � � � J 0'-0" ALUMINUM STOREFRONT SYSTEM x HINGE FLASHING 1 E ARM o CRICKET ' T.O.CMU BRICK SILL W/SAWCUT TOP I/2"A 2" C H STAINLESS GNLESS STEEL CLAMPING } LADDER ' - 1 SPLICING CEMENT SPLICING CEMENT C, SPLICING CEMENT + LAP SEALANT LAP SEALANT LAP SEALANT d ROOFING 9_ E , MEMBRANE SX45TL ANGLE b EPDM MEMBRANE CLAMP OR OTHERWISE E�. - g I INSULATION FRAM NG AITITWO NG ToL=011'NS INSULATION , E .. BAR JOIST O O O O c METAL ROOF DECKING 7 SLIDING METAL BURGLAR C BARS W/LOCK-SET IN O TO CMUSEE STRUCTURAL DRAWINGS : CHANNELS WELDEDR _ � ADJACENT STRUCTURE RE.K7/A,%l 4"x6"PULL BOX SUPPORT BRACKET D p; t T-6"MIN ` 07 VENT PIPE DETAIL D10 ROOF WIRE CHASE DETAIL D13 ROOF HATCH DETAIL j 5(B"GYP.BD. h F P S SCALE:1 112" 1-0, -.-_ _. .. _- - ,- - SCALE 1"=V-0" .. :__:--.. .,,• .: ,.: SCALE 1 112 1 3 SAS'MTL.STUD @ 16"O.C. _ (1.)KRAFT FACED FIBERGLASS R.15 BATT a 4 T.O.STONE INSULATION 34"A.F.F. '^ REVISIONS V/ THROUGH WALL FLASHING AND WEEPS C BYATAS ROOF DRAIN C 0 z ( FINISHED FLOORING RE:A102 FLASHING COLLAR 4 0 O REINFORCED CONCRETE SLAB RE:S101 DOUBLE LINED 0 FLUE 1 1I2" VAPOR BARRIER ROOFING MEMBRANE 0 CRUSHED STONE RE:5101 PRESSURE TREATED WOOD NAILER B; TAPERED INSULATION " OR GEOTECHNICAL REPORT METALOOPING K § ATAS-EDGE-LOCK E W El cn+' 3 © FINISH FLOOR 2"DRIP " 0'-0" �.' METAL FLUE SW EXTERIOR GRADE GYP.BD. Q �,' BOOT I i NEOPRENE BACKER ROD ; SHEATHING _ LAP SEALANT,UNCURED ELASTOFOAM t- LAP SCUROOFING INTO § PRESSURE TREATED WOOD NAILER 3"MAX © Z B FlASHING AND WATER CUT-OFF MASTIC AND SEAL BOX,FLASH B , g " TREATED W000 BLOCKING EPOMFLASHING SEALANT METAL DECK < DRAIN LINE � 4 MEMB. METAL FLASHING s. O U) POURED CONCRETE SIDEWALK,SLOPE 2%PER ROOFING ON t h •. J FOOT AWAY FROM BUILDING 2"DRIP UNDERDECKCLAMP _ _ � RIGID INSUL. i LAP SEALANT PROTOTYPE CLAMPS AS REQUIRED E' L u SEALANT z 107 X 163 r BRICK TO STORM STORE NUMBER W CMU-GROUT SOLID BELOW GRADE � [ MEMBRANE ROOFING n DRAIN SYSTEM - CONCRETE FOOTING-SEE STRUCTURAL RUBBER VOID METAL ROOF DECKING 3 SW X 16 GA.MTL.STUD Q 16 WD PROJECT NUMBER DRAWINGS CLOSURE@ALL O.C. OPENINGS RIGID INSULATION A; RAIPD0001 A k METAL DECK O ., s. -- _ ,.. - s-.,...ca.xx-alas. _ _ _ - _ O .. � rt ._:y A501 w AlSECTION p FLUE PIPE DETAIL A10 WALL SCUPPER DETAIL Al 3 ROOF DRAIN DETAIL SCALE:3/4"=1'-0" f1 SCALE: 1112"=1'-0" € SCALE: 1"=1'-0" /1 SCALE: 11/2"=1'-0" 1 4 5 6._ 7 8 9 10 11 12 13 14 15 18 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OL INTERIOR ALUMINUM STOREFRONT SYSTEM. 9112" M WALL FINISH AS SCHEDULED t RB151P.BD '�n CMU-SEE STRUCTURAL DWGS. BAIT INSULATION M" partners 5/8"GYP.BD Z-V AIR INFILTRATION BARRIER ' 'R-15 3 ItY MTL.STUD AT IV O.C. LINEIN CMU SILL , ALUMINUM STOREFRONT ; 2852 Kelvin Avenue GATT INSULATION SYSTEM Irvine,CA 92614 r. 949.753.7676 T " - 949 753 7678 F n WINDOW SILL BELOW T.S.COL.(TYP.) 9 4 - s ' "-�-' SEE STRUCT.DWGS vMpartners.00m s SINGLELOCKSEAM, 24 GAUGE BRUSHED STAINLESS — 5B'GYP BD � 7-0' 1 . STEEL COLUMN COVER FROM FLOOR ¢ POSITION ON LESS AIR INFILTRATION BARRIER TO 7Y A.F.F. I SEALANT BOb' Atlanta VISIABLE SIDE OF � � COLUMN t ALUMINUM STOREFRONT " 312'MTL STUD AT 18'O.C. Bosbo Chicano L SYSTEM - 9 OL H y; L Cdumhus 6 Dallas OL _—_ �_____—____ Los Angeles .. �"—"---- —1---- is NSULATED STOREFRONT SMiami acramento i 5B'GYP.BD GLAZING OL BACKER ROD @SEALANT ' ALUM.CLIP ANGLE(TYP.) F OL k; SEALANT INFILTRATION BARRIER INSULATED STOREFRONT F, ALUMINUM GLAZING STOREFRONT STEEL TUBE COLUMN B°METAL STUDS SHIM AS REQUIRED ` SYSTEM -` RE:AS/S-201 FOR COLUMN q @ 16"O.C. MASONRY OPENNG ? S I SIZE q K' BACKER ROD&SEALANT a 7 CMU SEE STRUCTURAL DRAWINGS FOR ROOF D N REINFORCEMENT INSULATED STOREFRONT 31Q" 1'-81/2" 4118" REFP-11 .. REFER TO EXTERIOR SHIM AS REQUIRED • ELEVATION FOR FINISH ;.,` MASONRY OPENING 2'-41/8' P'-410 e 2-01/4' AND MATERIAL 2'1" e: BACKER ROD&SEALANT CMU SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT n REFER TO E(TERIOR ELEVATIONS FOR R FINISH AND MATERIALS 2 COLUMN COVER PLAN DETAIL PLAN DETAIL AT TOWER F PLAN DETAIL AT TOWER -SCALE:3=IW" d` - `,! `". '.,"`� - w ._ s W` `,J" '.. `F� ,'`-, J SCALE:1 1/2"=1'-0" J 1 2 SCALE:1 112"=V-0" METAL FLASHING e y'r'.,,," ,.•w` ea"e-...�s'".-.�W'.--"` 5.�'�'°`��'"�'^^°°yy. S f 2X P.T.BLOCKING V@ r,' t ? � � .050 ALUMINUM CUSTOM ° FELT UNDERLAYMENT i EDGE LOCK FASCIA BY ATAS 'y E BY OTHERS n I3# H H 8 ROOF TILE �_________._ _ REFER TO A20I BIRDSTOP ;1J CONTINUOUS SPRING CLIP OL 6'MTL STUDS�16"O..0 .f . f. TIV 3 LAYER STUCCO 7/8"STUCCO SYSTEM,PAINTED. } REFER TO A201. 3SW MTL.STUD y BX2 WOOD STUDS PER 'N. �` 5/8'EXTERIOR GRADE PLYWOOD "'F I, AT 16"O-C. i W M 4 STRUCTURAL _________ > Lo G _ € OL N STRUCTURAL STEEL TUBE G` PLYWOOD SHEATHING CMU-SEE ft, RE:A135.201 '+I Q STRUCTURAL DRAWINGS N fp p ? !? N U qLAP ROOFING INTO SCUPPER f i Q LL 1 BOX FLASH AND SEAL - 0w '3 .� BRICK SEE STRUCTURAL T a/ EXTEND ROOF MEMBRANE �` DRAWINGS FOR HORIZONTAL AND m i METAL FLASHING OVER TOP OF PARAPET VERTICAL REINFORCEMENT. &, W N 0 L� EPDM FLASHING Gs LLI Z METAL MEMBRANE ROOFING f ){ { FLASHINGbi s MTL.(LASHING . N T 5/8"GYP.BD J F £ RIGID INSULATION F A502-Al2 'R-Is J W METAI-DECK '� 7 (2.)5I8"EXTERIOR GRADE PLYWOOD `,J' BAIT INSULATION r BREATHING(THIS AREA ONLY) S FRAME OPEN TO FACILITATE CORNER LU LAP SEALANT INSULATION Y C== FASTEN MEMBRANE PER MANF.SPEC. y 2"DRIP I MEMBRANE FLASHING PT f LAP SEALANT J t. 75V 35R' 518' JOIST BEARING . ';. METAL STUDS @16'O.C. i �21'-2 laA.P.f. p{p E €'tY 4 y E: f 7/V 3 LAYER STUCCO ° `4...-^� ° `^---'.1@"-,=.. ''+_.,^.+�'`°^^F -,^'t'\"_•-a.` , .:- SCUPPER DETAIL SECTION AT BRICK RETURNS PLAN DETAIL AT CORNER E 2 SCALE 1 1/2 =1'-0" E 7 SCALE: 1 112"=1'-0" E 12 SCALE 1 1/2 1-0 CONTINUOUS SPRING CLIP D50ALUMINUM CUSTOM EDGE LOCK LOCK FASCIA BY ATAS P.T.BLOCKING s D A401-AI ci D Sep 51B"EXTERIOR GRADE GYPSUM BOARD SHEATHING o���� � MEMBRANE ROOFING UP AND OVER PARAPET ' RIGID INSULATION n METAL DECK ININ111M• A501-K13 STONE MANUFACTURERS RECOMMENDED PERATION 8 - ' MANUFACTURER5 RECOMMENDATION 3 SIB'MR.STUDS AT 18'O.C. , � (� ; ! 6'MTL STUD AT IWO.C. 6 l w IN , OL Y REVISIONS 7/8"3 LAYER STUCCO s ROUGH SAWN WOOD + _ REFER TO ELEVATIONS + 0 FOR FINISH LOAD BEARING BRICK EXTERIOR WALL SEE STR• + ' � k ANDUCTURAL VERTICAL REINFNGS FOR ORCEMENT HORIZONTAL _—___ _—_—-- -_—_—_ _—_—_ 3P fi . 71B'3 LAYER STUCCO �� ��������, � i CAN LETTER GRAPHICS STEEL BEAM 4 @ I ® V, •.. - (2.) SW EXTERIOR GRADE PLYWOOD SHEATHING E' 13 l; J B •' - •I G.C.TO COORDINATE LOCATION OF a CEILING JOIST @ IV O.C. " f n TUBE STEEL COLUMN STUB-INS WITH W/SIGNAGE i B © L� SEE STRUCTURAL DRAWINGS CONTRACTOR I r + R-15 I W sBATTINSULATK)N i 518'GYP.BD + + + 35/8"MTL. PROTOTYPE BOTTOM OF DRIVE THRU SIGN f:. STUDATI6'O.C. I 107 X 163 BAND E 10'-XAF.F. STORE NUMBER 51/8' ROOF OVERFLOW IPE TRIM PER MANUFACNRERS O SPEC.COLORTO ATCHMEI-ALSOFFIT _ r WD PROJECT NUMBER 6 RAIPD0001 A r PROVIDE SOLID BLOCKING AT SIGN LOCATIONS(T(P.) 7/8"3 LAYER STUCCO _ A502 xLLj r /�2 PLAN DETAIL AT DRIVE THRU PIER /� SECTION AT DRIVE THRU CANOPY /� 1 2 PLAN DETAIL AT EXTERIOR WALL /'1 SCALE"1 1/2"=1"-0" /'1 SCALE:1 1/2"=1'-0" /'1 SCALE:1 112"=1'-0" 2 3 - 4 5_ 6 7 8 9_ 10 11 12 13 14 15 16 1 2 3 4 r 5 8 7 8 9 10 11 12 13 14 15 16 OL GENERAL NOTE OL OL A503-D7 SEE 5102 FOR METAL STUD GAUGES. 1131V 5Ig' 11318' LOPE 11 1l4" 518" 4 ffl M ` OL (1.)FOIL FACED FIBERGLASS R-15 \ "' partners 718'3 LAYER STUCCO OVER METAL LATH i� BATT INSULATION y. CMU,SEE FINISH 11 12' 3 5/8"EXTERIOR GYP.BD.SHEATHING AND BUILDING PAPER 30g FELT OVER STONE VEENER OVER CMU g ( 2B52 Kelvin Avenue 12"PLYWOOD OVER B"METAL SCHEDULE AND + + Irvine,CA 92614 STUDS C IV O.C. z ELEVATIONS FOR MORE INFORMATION 949.753.767:T COUNTER FLASHING ., MTL.STUD IV O.C. 949.753.7678 F t: AS SPECIFIED THROUGH WALL FLASHING " MEMBRANE ROOFING UP AND OVER wd artners.com B"MTL.SfUD�76"O.C. w 111' PARAPET P FOAM SHAPED f MEMBRANE BASE ROOFING t' REFER TO + w., STRUCTURAL DWGS. ✓� STEEL MEDALLION a RIGID INSULATION + w- I DRAWINGS SEE STRUCTURAL Atlanta " 'FOIL FACED FIBERGLASS R-75 BATT + Boston INSULATION " + 4" 4" 4 'R22 RIGID INSULATION Chipgo L '' METAL DECK �lJ THRU WALL FLASHING § 1 12"METAL DECK L" C.1—bye T AS SPECIFIED i h. FOAM CORNICE a Dallas a: WEEPS A IV O.C. sa l (, " ti BAR JOIST Los Angeles r ti — - THROUGH WALL FLASHING SEE STRUCTURAL DWGS. Miami T.O.STONE 1- STEEL BEAM-SEE LAY IN CEILING z Sacramento VARIES STRUCTURAL DRAWINGS + 13'6"A.F.F. .5u HORIZONTAL REINFORCING � :? F£ SEE MATERIAL NOTES SHEET SLIP TRACK 8 618"GYP.BD. '�/1 MR.STUD 16'O.C. x_ STONE VENEER WITH OVERGROUT COUNTER FLASHING /`J BEARING PLATE-SEE STRUCTURAL a INSTALLATION PER MANUFACTURERS DRAWINGS RECOMMENDATION STN-1 EXTERIOR GRADE 518'GYP.BD. ' {' A502 Al2 PLYWOOD SHEATHINGrz k i MEMBRANE BASE K ^�J FLASHING K - I (1) OIL FACED FIBERGLASS R-15 GATT INSULATION -.w..:�m:�,:c::F.a.,.z-.z����a:�....�cs..�-.�n:�,rc�-,cs.s:a .�..�;u.;cs.:.. ee...s.. .s.-_r .-_,...».,....a._,....,,�. „®,...:,�:,-�_r. .�.,rz ,,._..._... ...,_....sz:;,:.-. �r�•,.^asas.�-x. -. - - ,�..,s:�..x ........,�.,� ,.-. ..,....-3.s�.",-s..aa. .... �- - - mac....�A.„,.P ..�., ,.. - _...<.-,...a�,.z. -- ,.._.,... _. � _ _ K1 DETAIL �A ROOF FLASHING DETAIL Kn HEAD/SOFFIT DETAIL K1 3 PARAPET DETAIL SCALE 1 1l2'=1.0" 4 SCALE 1 1/2-1-0 w 7 SCALE 1 1/2-1•-0 SCALE 1 1/2 1-0 ' 4SELF TAPPING SCREWS AT EACH CONTINUOUS SPRING CLIP COMPOSITE METAL PANEL SYSTEM 'g £ CONNECTION,TYP. EXTERIOR GRADE P.T. SENT e` u. OL OL 050 CUSTOM EDGELOCK PLYWOOD SHEATHING MEMBRANE ROOFING UP AND OVER EXTERIOR GRADE [ THRU WALL FLASHING FASCIA BY ATA3 SHEATHING AND TERMINATING BEHIND METAL PANELS ON CORRUGATED WEEP HOLE 11318' SIB" 113f8' BUILDING FACADE SEALANT + CMU,RE:A201 + ` TAPPERED RIGID INSULATION - MTL STUD @ 16"O.C. CMU,RE:A201 312"MTL.STUD 16"O.C. MTL.STUD Q 16'O.C. + + A503-� P.T.314"PLYWOOD DECKING X i J 2.51W EXTERIOR GRADE () PLYWOOD SHEATHING (2.)5/8"PLYWO�P.T. + + MTL.STUDS AT IV O.C. 1.FOIL FACED FIBERGLASS " R-15 BATT INSULATION SHEATHING f' c, THRU WALL FLASHING " CURVED COMPOSITE METAL MTL.JOISTS AT 18'O.C. ry PANEL SYSTEM LAP SEALANT GROUT BRICKRALDR E— I � SEE STRUCTURAL DRAWINGS. x F MEMBRANE FLASHING I GYP.BD. + 6 CAN LETTER GRAPHICS b? + + + t (1.)KRAFT FACED � � METAL BRICK TIES s: FIBERGLASS R-19 BATT CORRUGATED WEEP HOLE + + + + + + + + + INSULATION 76 AF.F. Jl G.C.TO COORDINATE LOCATION § + + + + + MTL.JOISTS AT 16'O.C. `� SHIM AS REQUIRED LAY IN ACOUSTIC CEILING SEE R-1 FOIL FACED FIBERGLASS OF STUB-INS WITH W/SIGNAGE Z BACKER ROD 8 SEALANT REFLECTED CEILING PLAN GROUT BRICK SOLID- R-15 BATT INSULATION H e CONTRACTOR DOWN LIGHT FIXTURE,SEE METAL CEILING SYSTEM RE:A103 H ELECTRICAL DRAWINGS FOR ? MORE INFORMATION - SEE STRUCTURAL DRAWINGS. FILL GAP BETWEEN PANELS AND GYP.8D. „. SIGNS AT ALL STOREFRONT + + + + r- ALUMINUM STOREFRONT SYSTEM TUBE STEEL SUPPORTS-SEE STRUCTURAL ; ) i LOCATIGY3 + + + + ORAW4NG6 t• WLS'SLATED ST01tEFRONT C-J..PZkIG 6HNA AS REWI4RED �j 2114" STEEL BEAM-SEE STRUCTURAL r. SHIM AS REQUIRED SIM AS NEEDED DRAWINGS BACKER ROD 8 SEALANT I :- SEALANT BACKER ROD 8 SEALANT SEALANT LAY IN CEILING BACKER ROD 8 SEALANT IT-T AFY. SHIM AS REQUIRED ' PREFORMED FLASHING AS SPECIFIED SW GYP.BD. BOTTOM OF STEEL + + + LAY IN ACOUSTIC CEILING W SEALANT t CMU SILL COUSE SOLID CONT.WOOD BLOCKING ALUMINUM STOREFRONT SYSTEM _ + I + + SEE REFLECTED CEILING PLAN M CUSTOM CURVED OUT SIDE BACKER ROD 8SEALANT ALUMINUM STOREFRONT SYSTEM SLOPE TOP 12":12' MTL.STUD 16"O.C. -; > Lo CORNER CAP BY PANEL MANUFACTURE SUPPORT ANGLE BY PANEL INSULATED STOREFRONT GLAZING �.� METAL FLASHING %} c N G MANUFACTURE CORRUGATED WEEP HOLE _ 5W GYP.BD. G I. COMPOSITE METAL PANEL E2000 (1.)KRAFT FACED FIBERGLASS INSULATED STOREFRONT GLAZING R•15 GATT INSULATION R VARIES-SEE STRUCTURAL D SEALANT i "n°--- a. scv+:e_..., � �sa�.:e��,.az:a,�T-...,aavazs-aa::,-.�,-.amw:zr..aasti�.�s:.�a>�., s-easv..:a�=�,"•,. .._-- - G1 uj DETAIL-AT ENTRY SIGNBAND WINDOW DETAIL G 13 HEAD/SOFFIT DETAIL W SCALE:1 1@"=1"-0"" G 7 SCALE.1 1/2"-1'-0" = SCALE 1 1/2 1-0" - _ LLI s Z IF OL WEEPS®16"O.C. OL OL F J J Lu MEMBRANE ROOFING,WRAP q 1112' THROUGH WALL FLASHING T � r OVERPARAPET 75V 1117 97I8' SIB' • 11318" 0. L�/ P.T.BL KING *� E - ALUMINUM STOREFRONT (' Y 172" 6118" e. BACKER ROD 8 SEALANT *FOIL FACED FIBERGLASS R-15 BATT SYSTEM C. ALUMINUM STOREFRONT SYSTEM INSULATION INSULATED STOREFRONT SEALANT f J GLAZING a INSULATED STOREFRONT GLAZING MARLITE OUTSIDE CORNER MOLDING. Y SHIM AS REQUIRED SILL FINISH RE:A801 L SHIM AS REQUIRED LINE OF WALL 4 BACKER ROD 8 SEALANT 314"P.T.PLYWOOD SUB SILL If BEYOND SEE INTERIOR CMU,SEE FINISH SCHEDULE AND _LAYINCEILING �yyl� l" K BACKER ROD 8 SEALANT ELEVATIONS aJFOR MORE _ _ 6'{"A.F.F. _ T y: BEVEL OUTSIDE CORNER MARLNE ALUMINUM CORNER rL"050 ALUMINUM CUSTOM EDGE ELEVATIONS FOR FINISH E °f LOCK FASCIA BV ATAS SOLID 4'SILL BLOCK BEVEL OUTSIDE CORNER�45% e � GROUT BEAM SOLD- �45% 1• MOLDING E F FASTENERS PER 1. �, SEE STRUCTURAL DRAWINGS. TOP OF CMU MANUFACTURES SPECS CMU-I,RE:A-201 + (SEE STRUCTURAL DRAWINGS FOR TOP OF CMU t MT • REINFORCEMENT) 3d" SHIM AS REQUIRED \J: i MTL STUD @18'O.G MARLITE PP-2 PANEL ADHERED .� 312"MTL STUD 16'O.C. a STONE VEENER OVER CMU c_ (1.1 KRAFT FACED FIBERGLASS '+ WEEPS DIRECTLY TO MASONRYR-15 BATT INSULATION 74 THRILL WALL FLASHING CMU-SEE STRUCTURAL 5W GYP.BD. 24 GA GALVAN12ED STEEL s STEEL PLATE-SEE STRUCTURAL E DRAWINGS CMU 1,RE:A201 SPRING CLEAT DRAWINGS.PAINT TO MATCH CMU. FORREINFORCEMENT (SEE STRUCTURAL DRAWINGS FOR 'a FOAM CORNICE L/l REINFORCEMENT) � N d WALL FINISH RE:A601 BACKER ROD 8 SEALANT BULLET RESISTANT STOREFRONT D SYSTEM D BACKER ROD 8 SEALANT '- s COPING DETAIL SILL DETAIL HEAD SOFFIT DETAIL SILL DETAIL = D 1 SCALE:6"-1-0 D4 SCALE:1 1/2'=1'-0" D9 SCALE 1 1/2'=1'-0" D 13 SCALE:1�1/2 1-0 5)W GYP.BD.-SEE INTERIOR ELEVATION T: AND INTERIOR FINISH SCHEDULE '- OL P THRU WALL FLASHING L REVISIONS C s- t CMU-1,RE:A201 x 11318" Slg' (1.J1(RAFT FACED FIBERGLASS C 0 ALUMINUM WOOD BLOCKING 8' 15B° LINE OF WALL (SEE STRUCTURAL DRAWINGS (1.pCRAFi FACED FIBERGLASS 113I8" 5B" 113l8" R-75 BATT INSULATION STOREFRONT AS REQUIRED BEYOND SEE INTERIOR ELEVATIONS FOR T. FORREINFORCEMENT) R-15 BATT INSULATION CMU-1,RE:A201 WALL FINISH AS SCHEDULED E SYSTEM FINISH 7" LINE OF ALUMINUM 'S. 13 INSULATED STOREFRONT SYSTEM STOREFRONT BELOW i. ;= WEEPS , GLAZING COMPRESSIBLE FILLER 9 A WEEPS GYP.BD. STONE VEENER OVER CMU MTL.STUD®16"O.C. 13 (2)518"EXTERIOR GRADE DRAWL RE:FOR(SEE STRUCTURAL REINFORCED CONCRETE SLAB j P.T.PLYWOOD SHEATHING � DRAWINGS FOR REINFORCEMENT) MTL.STUD�i6'O.C. SILL SEAL ZIPS WALL FLASHING OL '-- �— fiMIL VAPOR BARRIER ' THRU WALL FLASHING g 21P STRIPS RE:G207 I GIP, STONE VEENER OVER CMU € 3 REINFORCED CONCRETE SLAB El B'MTL STULIS AT 16"O.C. - REINFORCED CONCRETE SLAB 9 CMU-1 TO CONTINUE ONE ° ! yyEEpg F, VAPOR RARRIER 13 VAPOR BARRIER FINISH FLOOR c r COURSE DOWN AT HANDICAP ., FINISH FLOOR h ° ® 0'-0' �`-�: J \ \ �. ZIP STRIPS RE C-207 ZIP STRIPS RE:G207 RAMP BACKER T R..)KRAFT FACED FIBERGLASS FINISH FLOOR - d ° 0'-0" - B 8 8 SEALANT R-15 BATT INSULATION POURED CONCRETE 0'-0' $' d POURED CONCRETE 0 SHIM AS SIDEWALK SLOPE®2%AWAY SIDEWALK,SLOPE @ 2%AWAY ` REQUIRED MEMBRANE ROOFING UP FROM BUILDING FROM BUILDING 0 r AND OVER EXTERIOR GRADE U.N.O. ` COMPRESSIBLE FILLER ' U.N.O. CRUSHED STONE ti LINE OF CURVED SHEATHING AND TERMINATING (,{ CRUSHED STONE STONE — � STEEL BEAM BEHIND METAL PANELS ON ',�: CRUSHED � _— — <, I—III � PROTOTYPE BELOW BUILDING FACADE - .' ( COMPRESSIBLE FILLER III III— I' SILLSEAL 107 X 163 CMU-GROUTED SOLID BELOW a _ _ CMU-SOLID GROUTED MASONRY _ g' METAL PANEL ~ GRADE(SEE STRUCTURAL a METALCOMPO DRAWINGS FOR REINFORCEMENT)SYSTEM I I STORE NUMBER O 3 518'MR.STUDS AT 18'O.C. CMU-SOLID GROUTED b OUTSIDECORNER y MASONRY A H RAIPD0001 CAP BY k r. z WD PROJECT NUMBER Lu A PANEL MANUFACTURE COMPOSITE METAL PANEL SYSTEM A503 W Al JAMB DETAIL /� w WALL BASE DETAIL p n WALL BASE DETAIL A13 WALL BASE DETAIL @ WINDOW SCALE:1 1/2"=1'-0"' A4 SCALE: 1 1/1 V-0" A9 SCALE:1 1/2"=1'-0" SCALE: 1 112"=T-0" 1 2 _ 3 4 5 6 17 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: KEYED NOTES: A BASE CB-2 IS TO BE INSTALLED ON ALL EXPOSED WALLS IN RETAIL AREA u O TUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL B. MARLITE PANELING TO EXTEND BEHIND PERIMETER WALL FIXTURES COLUMN COVER W/SINGLE LAP SEAM FROM FLOOR TO 72"A.F.F. �� t MAXIMUM OF ONE PLMIK. POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT P-0 FROM 72' ' AF.F.T012'ABOVE GEEING TYR SEAL TOP OF COVER WI CLEAR i M r-C. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE . SILICONE.SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. M r a�•to E CS D. GENERAL CONTRACTOR SHALL PRIME THE WALLS BEHIND GRAPHIC WALL&;O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. L 1.0 1.8 .0 2.6 3.0 3.3 4.0 COVERINGS-COORDINATE WITH GRAPHIC DCD'S O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK 2852 Kelvin Avenue Irvine,CA 92614 E. REFER TO SHEET A102 FOR EXTENT OF FINISH MATERIAL. METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 949.753.7676 T :F. REFER TO SHEET AD03 FOR FINISH MATERIAL SCHEDULE. V:O TUBE STEEL COLUMN,PAINT P-8 FROM FLOOR TO I2"ABOVE CEILING. 949.763.7678F CEILINGCEILING� ® � � � , � I 13'E'A.F.P �O LINE OF CONCRETE CURB,SEE GT07. �. wdpartners.com 31 P-12 FINISH MATERIAL TAG 6 4'BOLLARD,SEE C-2061 F5.THE BOLLARD NEXT TO THE RX DRIVE THRU Atlanta P-12 P-12 I I P-g WINDOW DRAWER IS TO BE 3'-AF.G.. Boston P12 P3 "7 ROOM NUMBER I P3 I O REMOTE DRIVE THRU. ' aY. I B.O.SOFF e'BOLLARD,9EE G208. Chicago L i ® i / I' F ROOM NAME ;O L Columbus WP-1 T-1"A.F.. PP-2 I 72 b 74 I aO CONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL CalLos l Angeles O O PP-2 F OPEN m I PP-2 I .. COLOR MiamiId AL11 9 la 65 10 MC U BE NSEALLED AT THE OUTSIDE CORNER OOFDTHE CCOIOLER/FREEZER TO Sacramento CASES.SUPPLIED BY RITE AID AND INSTALLED BY THE G.C.ANCHOR i tr FINISH F HOLES TO BE DRILLED 2 IQ"OC FROM THE EDGE OFTHE CASE. L004 .11 HOT WATER HEATER SEE P101 SALES AREA � PP-2 CR-1 BEYOND P-12 PP-1 74 73 u. 65 101 "' PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. g13 WATER CLOSET,SEE PLUMBING DRAWINGS. a1 K TO LAVATORY,SEE PLUMBING DRAWINGS. K'. C1 r,1a ^`- '�`'+✓'"�"'v3"� '\r �\„"'^y, K 15 URINAL,SEE PLUMBING DRAWINGS. K1 INTERIOR ELEVATION y 6 TOILET PARTITION, NISHR-, EFIFNSH SCHEDULE. T FINISH P 1 SE SCALE 3/16 -1 0 ss _ -v, _ .r ". 17 ROOF DRAIN I OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. L'. 18 WATER SERVICE LOCATION. OSPRINKLER SERVICE LOCATION WHEN REQUIRED. 19 O3.41"XT-W AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 20 d £!21 ROOF DRAIN SEE P-101. t G l F, B 2 ,Q PURE WATER COOLER BY VERTEX,SUPPLIED AND INSTALLED BY THE H Y �i G.C_SEE A72/P-201 QLINE OF MEZZANINE ABOVE. P-0 P-9 P$ P-e I P-9 _ 74 P-12 p-0 I p-0 P-12 i P-8 I P 9 I P 12 CEILING LINE OF SOFFIT ABOVE.BEE REFLECTED CEILING PLAN ON A703 O DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK WF-1 P3 P_12 P3 T7 P-12 W TYR 26 ALIGN FINISH FACES WI SOFFIT ABOVE OR EDGE OF WINDOW OPENING. P-0 74 I I / / 74 COOLER CASES,SUPPLIED AND INSTALLED WRITE AID CONTRACTOR ' TO COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. H H 28 LINE OF MEZZANINE STAIRS.SEE A703. .� SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY GC. F i 72 r; Y/ v' i 3 j ROOF LADDER AND HATCH OPENING ABOVE.RE:A9-A702 le FINISH FLOOR 3.gi CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL ES-A701. G-0 LOUNGE pp_2 CORRIDOR 74 pp_2 65 pp_2 85 SALES AREA P3 HAND DIP F" 32 30"X30"ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH 0 108 105 101 118 ;O GRAPHICS AND EQUIPMENT.PANEL(S)AT COOLER FREEZERS MOUNTED W AT 8'-6"TO BOTTOM OF PANEL(S)AND 1-1 TO BOTTOM OF PANEL AT M h PHOTO SHOP. > LoO FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. N 33 CONTRACTOR COORDINATE POWER,MECHANICAL AND WASTE G Q Q� G PCt CONNECTIONS. E '""'<,,.•"""� """""+�/""yd""`�„ VO EXTENT OF ADA TURNING REQUIREMENTS. Uj G� INTERIOR ELEVATION 35 WATER _ SCALE: 3116"=1-0' q _ a -, 36 OLLING SECUR T GRILLE.SEE DOOR SCHEDULE C N A801. W R ""•-•"„ ,��, ",/" ,",e.,, �n-.�a��.+,"-�pfc �f'� 37 UNIST RUT @7-0"O.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST W/ W /A O k 10"ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT r W Z EACH UNIT. 38 POWER,REFRIGRATION ES.ANDASTE CONNECTIONSCTOR TO . AND COORDINATE ME HANCAL A/ Y F 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL K10.A603 F LL J J FOR MORE INFORMATION. W 40 FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104. r F E FURNITURE BY RITE AID.SEE FIXTURE PLAN ON A104. co Y APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON Q k 43 SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E102. "I ' I p_g pg p� P-8 I p9 P-8 pg I I 'O CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BYG.C.. x CEILING I 13'4YAF.F. I 45 BALER,SUPPLIED BY RITE AID,ELECTRICAL 8Y G-C,SEE NOTE TO 'F I \ \ \ \ \ \ I I ARCHITECT C E I 32 i \ \ \ \ \ \ P-12 b I 46 PFLOW AND COMPRESSRESS OR W/5"DEEP PIT RECESSED INTO SLAB. E ; v I P-12 I I P-12 p-12 � I v I i 47 FIRE EXTINGUISHERS,PROVIDED BY AND IN .STALLED BY RITE SEE fi E103. s }B,0^SOFFIT ' 73 31 I '¢'48 RITE AID TO PROVIDE'EMPLOYEES ONLY"SIGNAGE.INSTALLED BY G.C., }; T SIGN TO BE MOUNTED ON DOOR 111148 ONLY.MOUNT ON SALES AREA S P-12 P-3 b 3' p-3 I P3 I P-3 P-3 I P$ I SIDE OF DOOR. t I I I C- I CR-1 I 49 G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED I 172 I F• I F I I PORTIONS OF CHECKOUT. I I I 30"X30"ACCESS PANEL MOUNTED V-0"AF.F.SEE K7I A-801. FINISH FLOOR .51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY " SALES AREA WAITING FIXTURE CONTRACTOR-G.C.TO PROVIDE FINISHED OPENING 3'3YWIE PP-2 D 101 112 UP TO 3'THE Y -2"AF.F FROM 3'-Y TO T-0"AF.F.THE OPENING IS 3'-0"WIDE. D C1 IUD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK-UP COUNTER. ` PHARMACY ADMINISTRATION COUNTER BY RITE AID,INSTALLED BY G.C., SIM TO Hl5-A702 FINISH PLd D1 INTERIOR ELEVATION WORK COUNTER PROVIDED BY RITE AID,INSTALLED BY G.C.,RE SCALE: 3116 =1'-0" 53 H15-A702. �.;-.. -.,.�.,. _. _..__. .. ._ ... _. ... -��.,....: . . .. _ ..., _ _. _.._. -._ - .,. .. - - 54 SHELVING BY RITE AID.INSTALLED BY G.C. CONT. KEYED NOTES: " 74 MARLTE ALUMINUM EDGE COLOR TO MATCH PANEL. .O EQUIPMENT RACK BY RITE AID,RE:H13-A702. O SAFE BY RITE AID INSTALLED BY G.C.BOLTED TO FLOOR, 75 FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. - REVISIONS C 76 ENLARGED PLANS BDETAILAID, PINS FINISH BY THE G.C.SEE 57 TWO DRAWER FILE CABINET BY RITE AID. C' Q PC1 04-30-07 4.0 3.8 3.6 3.4 3.0 1 0 O O COAT RACK,PROVIDED BY RITE AID INSTALLED BY G.C.. % LOCATION OF OM GATE.PROVIDE NECESSARY BLOCKING ;x O CLIPBOARD RACK,FOUR PEGS AT 10"O.C. O 18,BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G C 513 P-9 P-8 P-12 I P-9 P-8 WF-1 P-8 I P-9 P-8 I 78 O TACKBOARD. 13 TYP. N PO FIRE ALARM PULL STATION,MOUNTED 48'A.F.F.TO CENTER LINE OF ' Q I 13'E"A.F.. PULL STATION RE',E-103. T-B1 CHDUIT CHASE.SEE WORK COUNTER DETAIL H1SA702 FOR MORE El v+ J034.314"X3/4'CLEAR LEXON CORNERGUARD BY KOROCAIARD.FROM INFORMATION. El Z p-0 I P-12 I kO T-VAF.F.TO CEILING. 62 3'%1'6"MONITOR SHELF +V R El O WF1 I \ ❑ \ 1 R P-0 I KEY CABINET eY RITE AID.11TO X7EA XCURE INSTALL WOOD • 9 ' I 8.0.80FF BLOCKING BETWEEN STUDS TO MAKEASECURE MOUNT, B b T. 9O OUTLET LOCATION SEE E102. B I El , I f rrnrr - EXTEND WALL PANEL IYBEHIND ADJACENT STORE FIXTURE. > c 74 � 74 I a' 85 B I (72} ® LU INTERIOR WALL TO B'-0"AF.F.ENCLOSE TOP OF WALL W TH WOOD i'X \\ CAP PAINTED P-8. PP-2 \ O PP-2 I Al A PROTOTYPE \ \ B7 WALLS AT THIS AREA TO RECEIVE MARLT 8'-0LU E PANELS PP-2 T0 "AF.F. FINISH FL00 107 X 163 79 70 P-3 73 74 SALES AREA 0O INSTALL MOISTURE RESISTANT GYP.BD.BEHIND PLUMBING FIXTURE. STORE NUMBER 101 E 'O 4'-0"HIGH WAINSCOT OF 112"FIRE TREATED PLYWOOD. O ' WD PROJECT NUMBER 70 54"LONG 2"WIDE McCUF BUMPER 4"A.F.F.PROVIDED BY RITE AID AND '. RAIPD0001 k INSTALLED BY G.C. A A PC7 71 2"BUMPER RE:A102. Uj GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.OD.IN AREAS WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND _ z A601 INTERIOR ELEVATION Z A� t' SHELVING.RE:A102 SCALE: 3/16"=T-0" ' 73 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP-2. 2 r _3 Y 4._ 5... 6;- 9 10 _ 11 12 13 14.., 15 16 >-..: - «,cs r ,azsvra•,zmr ,.c-c,.,. -,n" .- ...�,. sz --: ... r-.. .,c..--.ems az.,,P. - v.. w _ �,_ sa.,t c"ssa.,,� _.,. ..� g, a,..rnee„ ,... , ,. _ ., " _ „ra s...�.. ,U• ., _. _. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: PRESSURE TREATED2X8 KEYED NOTES: A. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. SCRIBED AS REWIRED TO FIT 5 s P-8 1 TUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL COLUMN B. PROV OE SOLID BLOCKING FOR ALL 7, FRP-1 7q "o COVER WI SINGLE LAP SEAM FROM FLOOR TO 77 AF.F.POSITIONED ON LESS "0 TA-F FRP-1 VISIBLE SIDE OF COLUMN,PAINT P-B FROM 72-AF.F.TO IT ABOVE CODING TYP. WALL MOUNTED ITEMS. 707n+ E �' SEAL TOP OF COVER W1 CLEAR SILICONE.SEE STRUCTURAL DRAWINGS FOR MORE '�n INFORMATION. STOREFRONT SYSTEM , TA48 18 M LEGEND. I LAYER OF PRESSURE 85g 82 O TUBE STEEL COLUMN ENCLOSED IN WALL ORPAR TON. M partners TREATED PLYWOOD TA-E TA-Ca 40 ' CMU SILL BELOW `*:O TUBE STEEL COLUMN M BE WRAPPED IN CLEAR AN BREAK METAL SACKER ROD AND SEALANT d \\ 7A-Cb 78 ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. 2852 Kelvin Avenue py FINISH MATERIAL TAG L- 2 Irvine,CA 92814 dd A TUBE STEEL COLUMN,PAINT PLO FROM FLOOR T017 ABOVE CEILING. J BREAK METAL ENCLOSURE BOTH SIDES <3 PRESSURE TREATED 7X10 SCRIBED AS r� m BO 53 CO 949.753.7676T 4I OF TUBE STEEL COLUMN.FACTORY REQUIRED TO FITa ?? C LINE OF CONCRETE CURB.SEE G207. 949.753.7678F RESiR00M ACCESSORY TAG EG-X - - - FINISH COLOR IS TO MATCH —�— METAL STUDS AS REQUIRED M r STOREFRONT COLOR;TERMINATE 14 0 c 57 O 4'BOLLARD,SEE C-206IFS.THE BOLLARD NEXT TO THE RX DRIVE THIRD WINDOW Wdpannem.Com 0 ROOM NUMBER SEAMS BEHIND WINDOW I DOOR FRAME 13 a o DRAWER IS TO BE 3'.6'AF.G.. 7A-A 61O REMOTE DRIVE THRU. ROOM NAME a RESSURE TREATED 2XB SCRIBED AS s D 13 H 13 D RO8 CBOLLARD,SEE G206. Atlanta It REQUIRED TO FIT `, Boston STEEL TUBE COLUMN SEE p' 1 LAYER OF PRESSURE TREATED PLYWOOD zO CONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL COLOR. Chicago L L t' STRUCT.DWGS. Cdumbus STOREFRONT DOORS,SEE s PRESSURE TREATED 2X70 FRP-1 FRP-1 ffiO MCCUECORPORATION-CARTSTOUSR-MODEL IIUNI-13.CARTSTOPTO BE Dail �- DOOR SCHEDULE. 13 74 10 Los Angeles P-8 INSTALLED AT THE OUTSIDE CORNER OF THE COOLER)FREEZER CASES.SUPPLIED € & BY RITE ND AND INSTALLED BY THE G.C.ANCHOR HOLES TO BE DRILLED 2 V7 O.C. _ Miami FROM THE EDGE OF THE CASE Sacramento :...-cray..-- :a e,�sx arar as zma ;aea�ssu ..use ---=-=..-- as .-zo-s:a. �u.,: ,�..;..-..:r=r .e. :sm �:sw=.w..sc-s.s�;es: -.,,.,.-.�_s�,.,.....<.•..,-..-^ ,!' '� LU BINGF LOATFORMSE PLUMBING DRAWINGS H FATE TA-G 16 0 TA-Ce TA-Cb COORDINATE PL MBNG OCAT ON WITH FIXTURE MANUFACTURER a SCALE: 11/21 �...�.mes:- »; �rsr� .•_ v� +,v=.._;..aa :cw-.s�au. .ew, JV, LAVATORY�� PLAN DETAIL OSEf,SEEPLUMING DRAWINGS. WATERCL2 6 1 003 ,SEEPLMBINGDRAWINGS. >15URINAL,SEE PWMBINGDRAWINGS. K ` 113a. q ig TOILET PARTITION,FINISH RP-I,SEE FIFNISH SCHEDULE. K r T# C G sY y 17 ROOF DRAIN I OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. 2-51I2" I A502-J12 I I I I C "1B WATER SERVICE LOCATION. 66 OPEN 74 ft,®27B7 SPRINKLER SERVICE LOCATION WHEN REQUIRED. A602-K3 SIM FRP-1 3-BX-0AREAORIM"CLEAR FORACCESSTO SPRINKLER RISER2 _ @ ROOF DRAIN SEE P-101.77 � a 4.0 TA e 39 FRP-1 1'1' 1'A" PP-2O Al2 P-20�RCOOLER BY VERTEX,SUPPLIED AND INSTALLED BY THE G.C..SEE FUR X LINE OF MEZZANINE ABOVE. T7 4 2 \\ \\ I 40 sO _ J 3.8 rA-D \\ s 'O LINE OFSOFFR ABOVE.SEEREFLECTED CEIUNG PLAN ONAI03. 74 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK 40 ALIGN FINISH FACES WI SOFFIT ABOVE OR EDGE OF WINDOW OPENING. n \ 1 /� COOLER CASES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTORTO \ \ \ \ I' COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. i \ \ 100 \ \\ \ 4(3 6 F O LINE OF MEZZANINE STAIRS.SEE A703. S71BU E FRP-1\ \ \ I' B SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. I I i\I\\ �1 T FRP-1 gO ROOF LADDER AND HATCH OPENING ABOVE.REA"702 49 ' 1 1 Pd 37 CEILING CLOUO HUNG FROM STRUCTURE ABOVE,SEE DETNL ESA701. H �� �V A TA-0 TA-B 16 TAD 74 R237 t PR2O 30'X30'ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT.PANEL(S)AT COOLER i FREEZERS MOUNTED AT S-V 43, I 1 \1 7� TA Ca 62 TO BOTTOM OF PANEL(S)AND 9'-V TO BOTTOM OF PANEL AT PHOTO SHOP. PP-2 a a• I A _ k 40 1I ' 59 78 w 33 FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID.CONTRACTOR P COORDINATE POWER MECHANICAL AND WASTE CONNECTIONS. �' —'—'�— --- -- - 3.4 �uJ O EXTENT OF ADA TURNING REQUIREMENTS. ' I 13 Tq x=35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK WW` �/M � 37 I �� A E A. o `3 TSB ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ONABDI / LO I I i MEN WOMEN 4 + � N G 18'�12' ? O ALTHREAD TTIED TO WALL FCRAMING FOR LATERAL STTABIL�AT(EACH UNIT. G o ' n 6 57 A 61 44 - 38 REFRIGERATION CASES.CONTRACTORTO SUPPLY AND COORDINATE .:; ,.ems •. =.=-n, :� urm-mr..ysa�.,.. ,..,:ey.ew..xm. ,'^ _ - - __•M.-••.••tea-.r• - ar s` tizaex..cr�s..•..^-.^^^•.4^=.• ,r.m., tee+ ;._..u ,_az, Puj OWERMECHANICAL AND WASTE CONNECTIONS. U,_xs+.--... _ .;:.._..e.rr.-. .. /y ENLARGED OFFICE ELEVATIONS '3B GC TO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL KIDA803 FOR MORE G 1 INT. ELEV. z �±� VESTIBULE PLAN /±� ENLARGED RESTROOM ELEVATIONS y G 1 1 O INFORMATION. SCALE: 1/4"=1'-0" V V SCALE. 1!4"=1'-0" 0 ILL SCALE: 1/4 V-0" SCALE 1/4" 1-0" n FIXTURE BY RITE AID,INSTALLED BY G C.SEE FIXTURE PLAN ON A104. _.. _ _. _ . ., .. ._ ,.. ,,. ... „. .... -«,... _., _ ._....__ ..r.. -,.,,.. .^„ _„w ,��:. 40 .aret....�s,-raze,.:,.v;ar...ea.,...,�.avi�.,e:esnsxs�ms. .,..�,z..,.,. � .xasa �.mw.:�r..a.+�a;ar_.w3:-�.-raco�s-a•.�- ... ..,,.-�».a..r+.�-.�.,�:<ar� s-:suxs..,rs.�x...aunr+.er. , us.-�w� ,� .,v.-�t-mar"aaa :.�u*.w.aas,ws�,ttcsxz- _. FURNITURE BY RITE AID.SEE FD(TURE PLAN ON A104. `W U) 0 t+ 42 APPLIANCES BY RITE AID,INSTALLEDBYG.C.SEE FDMURE PLAN ON A104. fF-yLU Z SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E102. LL F ❑ QO Q J PC1 46 112 ;: �44 CART GUARD RAILING SUPPLIED BY RITE AID,INSTALLED SYG.G. F � J -I WAITING [Lee ¢ W /S NOTUSED. T 'go 46 PFLOW AND COMPRESSOR WI S'DEEP PIT RECESSED INTO SLAB. LU I"> i FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID SEE E103. H a 40 ® RITE MD TO PROVIDE"EMPLOYEES ONLY"SIGNAGE INSTALLED BYGC.,SIGN TO T 68 12 BE MOUNTED ON DOOR#1148 ONLY MOUNT ON SALES AREA SIDE OF DOOR TA-Ca TA-Cb "ry - G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED PORTIONS OF 12 13 Oppp 49 CHECKOUT. I JANITOR 7A-Cb TA-Ca r 11 4 30- ACCESS PANEL MOUNTED V-7 A.F.F.SEE K7 i A-801. Pffi: ADA DOMESTIC WATERO AND WASTE PIPE CONSULTATION COUNTER SUPPLIED BY RffE AID AND INSTP11E0 BY FIXTURE E E 46 1,-0 PROTECTION 57 CONTRACTOR G.0 TO PROVIDE FINISHED OPENING 3'-3"WIDE UP TO 3'-7AF.F 3'$ 4'd 7I8" S•3" FROM 3'2"TOT-0-AFF THE OPENING IS 3$WIDE THE 3'BUILD OUT IS LOCATED PIT ON THE SIDE OF THE OPENING CLOSEST TO THE PICK-UP COUNTER IN510 14•2 112" 61-9" z cY_5 O TAB PHARMACY ADMINISTRATION COUNTER BY RITE MD INSTALLED BY G.C.,SIM TO 40 i Y O 1115A702.FINISH PLC. 40 )� 'ap 8'MIN. T53 WORK COUNTER PROVIDED BY RITE AID,INSTALLED BY G.C.,RE H15A702. tr Ir MAX. 17'NMN. R � (1 SHELVING BY RffE AID.INSTALLED BY G.C. 3S"MAX ? 55 EQUIPMENT RACK BY RITE AID,RE:H73.A702. s SAFE BY RITE AID INSTALLED BY G.C.BOL7EO TO FLOOR SIDE VIEW FRONT VIEW ® TWO DRAWER FILE CABINET BY RITE AID. p D LAVATORY MOUNTING DETAIL TOILET&ACCESSORY MOUNTING DETAIL COAT RACK PROVIDED BY RITE AID INSTALLED BY G.C.. 40 i I 59 CLIPBOARD RACK,FOUR PEGS AT 10"O.C. 60 TACKBOARD. F 114 _ �' 81 CONDUIT CHASE.SEE WORK COUNTER DETAIL H15 A702 FOR MORE INFORMATION i RECEIVING AREA 3'X 1'-0"MONITOR SHF1F --- NOTE: KEY CABINET BY RITE AID.11314'X 7-7/8'%28'INSTALL WOOD BLOCKING I I GC TO PROVIDE METAL OR FIRE RETARDANT ® BETWEEN STUOS TO MAKE A SECURE MOUNT. 48 1 ' REVISIONS TREATED WOOD BLOCKING AS REQUIRED FOR F O OUTLET LOCATION SEE E102. /A C I i t: ALL RESTROOM ACCESSORIES 4W 314' r-11 IlIV 7-9Ir2" Y C 0 PC1 04-30-07 V, kB Ire" qp 68 ,B5 EXTEND WALL PANEL I2'SEHIND ADJACENT STORE FIXTURE. Z 13 40 40 O INTERIOR WALL TO 8'4"A.F.F.ENCLOSE TOP OF WALL WITH WOOD 1'X CAP a WALLS AT THIS AREATO RECEIVE MARLITE PANELS PP-2 TO S-0'A.F.F. ADACOMPLIANT MIRROR 67 0�0_6 m 4 S7 111I FRAME s 57 0 I 11 li i 55 N O INSTALL MOISTURE RESISTANT GYP.So.BEHIND PLUMBING FIXTURE. 77El c9 ❑b TA-C TA-D TA-E TA-F I ry 12 89 41--HIGHWAINSCOTOF112'FIRETREATEDPLYWOOD. SURFACE MOUNTED 78 62 I INFANT CARE RETRACTABLE SURFACE SURFACE N 02-G71-A� $ 7' 0 [n GRAB BARS TABLE MOUNTED HAND MOUNTEDLONG7 WIDE McCUE BUMPER 4"AF.F.PROVIDED BY RITE AID AND INSTALLED � �r �q1I a-36"LONG DRYER SOAP DISK 4 BY GC N L�•� r '0 'Q 40 33 71 2"BUMPER RE:Al02. ❑ w• 1'0 z / b-42" LONG TA-G POI i (` _ SURFACE ggB,, g�ly, IIIGENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD.IN AREAS WHERE �JJ B I �� O I I I TA,A MOUNTED 0 62 72 $REEVING ISTO BE INSTALLED NO PAINTING IS NEEDED BEHIND SHELVING.RE: B ` A502-E12 - I TOILET PAPER TOILET SEAT 56 sn. E3 DISPENSER DISPENSER I - O A102. W 1�.- MARLITE ALUMINUM CORNER MOLDING COLORTO MATCH PP-2. 0 T (�11 CENTER ` OFFICE g 70 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 08 \fir`-J.// OVER S€ *F;; PROTOTYPE {p SINK q tY'+ TY+ FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. w 107 X 163 ui GI F > CABINETS PROVIDED BY RITE AID,INSTALLED BY THE G.C.SEE ENLARGED PlA S �14" 6'd 114' 76 STORE NUMBER AND DETAILS,FINISH PLA. B'11718" 3'7" I B'7" Lu }O LOCATION OF ON GATE.PROVIDE NECESSARY BLOCKING. 78 1W BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY THE GC WD PROJ NUMBER A` RAIPD00OI D0001 W A t' O FIRE ALARM PULL STATION,MOUNTED 4W ARE.TO CENTER LINE OF PULL STATION FI } LEXON CORNER GUARD BY KOROGUARD.FROM T 1 A.F.E.TO .... _- CEIUNG. -v. s&.4--,"..-.,.>ca... T,».-.-.-.,-kuxzara:...r_..az.a�-w..c;,swa;n,,.« - __ .....evs,. _._...,._ ._,....y_.,�.¢ _ �,a,..,w._,.. cs,•ms..n„._;:.���: _._ .. - ..mxa _ _ _ ` O J034-314'CLFNt •' c A6 0 2 — Al STOCKROOM PLAN `' RESTROOM ACCESSORIES Al 1 ENLARGED OFFICE PLAN SCALE: 1/4"=V-0" A SCALE: 1/2"=V-0" SCALE: 1/4"=V-0" 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 2 1 2 3 4 5 6 7• 8 9 10 11 12 13 14 15 16 s" � ` "° ' - I'GENERAL NOTES: IKEYED NOTES: *---* ' TACTILE EGRESS SIGNAGE e A REFER TO SHEET A-003 FOR FINISH MATERIAL SCHEDULE. .O TUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL 5 TACTILE EGRESS SIGNAGE TO COMPLY WITH CBC ( COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR T072"A.F.F. EXIT SECTION 1117B.5.143 PER CBC SECTION 1003.288 ,Q B. REFER TO SHEET A402 FOR RESTROOM ACCESSORY INFORMATION POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT Pd FROM 77AF.FPIJAers a QgtTO 17ABOVE CEILING TYP.SEAL TOP OF COVER WI CLEAR SILICONE.SEE LEGEND. STRUCTURAL DRAWINGS FOR MORE INFORMATION. M M (� ExIT R04TEd O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. FINISH MATERIAL TAG 4 2' 1�y,."'O•-•✓ EG-X RESTROOM ACCESSORY TAG O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 2852Kelvin Avenue - {`r WHITE SYMBOL M WOMEN - •�•••-"'�'�'""'°"-"' ""� ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Wine,CA 92614 ROOM NUMBER TUBE STEEL COLUMN,PAINT P-B FROM FLOOR TO 17 ABOVE CEILING. 949.753.7676 T BLUE BACKGROUND ROOM NAME R <y ® - 949.753.7678 F -' UNE OF CONCRETE CURB.SEE MET. C wdPaMers.o a NOTES: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES,AND THE STATE OF CALIFORNIA TITLE 24 © 4"BOLLARD,SEE C-206I F5.THE BOLLARD NEXT TO THE RX DRIVE THRU GUIDELINES,INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE DOOR MOUNTED SIGNS NOTES WINDOW IS TO BE 3'b6 "AF.G.. REQUIREMENTS. 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. REMOTE DRIVE THRU. Atlanta WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,RAISED LETTERS SHALL BE PROVIDED '�,I3° 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 61 FLOOR AND 'O Boston AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 1117B.5.1 THROUGH 1117B.5S.3.SIGNS ® ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WAINN COLOR AND CONTRAST. 8 6'BOLLARD,SEE C2061 F5.THE BOLLARD NEXT 70 THE RX DRIVE THRU Chicago L SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR WHERE THERE IS NO WALL SPACE 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. -1O WINDOW DRAWER IS TO BE 3'bi'A.F.G. L*' Columbus ON THE LATCH SIDE,INCLUDING AT DOUBLE LEAF DOORS,SIGNS HALL BE PLACED ON THE NEAREST ADJACENT >O CONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL Dallas OL 4, LETTERS 8 NUMBERS ON SIGNS SHALL BE RAISED 1/32'MIN.,SHALL BE A MIN.OF 5/8" WALL,PREFERABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 601 ABOVE THE FINISHED FLOOR TO THE COLOR. Los Angeles �YN) �YfJi J(YL) ��Il') I JY) FY7 J HIGH&SHALL BE SANSSERIF UPPERCASE CHARACTERS.A.D.A.SIGNAGE ACCOMPANIED T OF SIGNAGE LINE OF WITHOUT EN MOUNTING LOCATION SHALL BE DETERMINED OR STANDING DI THAT A IN THE WING OF A DOOR.WITHIN ADA SIGNS MCCUE CORPORATION-CARTSTOP SR-MODEL#UNI-13.CARTSTOP TO Miami 3"OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. BY GRADE 2 BRAILLE. ip ADA ROOM =O BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/FREEZER Sacramento i 1 j i A702_D13 i TA-G i IDENTIFICATION SIGN 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER k; CASES.SUPPLIED BY RITE AID AND INSTALLED BY THE G.C.ANCHOR 1 iA_A (1/4"THK) CODE REQUIREMENTS. hHOLES TO BE DRILLED 212"O.G FROM THE EDGE OF THE CASE. 4'-0118" INTERNATIONAL SYMBOL OF ACCESSIBILITY HOLES SIGNS TO BE ATYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED HOT WATER HEATER PLATFORM SEE P101. TA-Cb BLUE BACKGROUND,EQUAL TO COLOR NO.15D90 IN FEDERAL GRADDOOR MOUNTED SIGN SECOND SURFACE GRAPHICS. 40 TA-Ca •15 - - STANDARD 599b Z (114"THK) BRAILLEE - 7. SIGN TO BE A CUSTOM COLOR TO MATCH PMS 262C WITH WHITE GRAPHICS, 72 PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS 4.0 Ir - - WHITE FIGURE O COORDINATE PLUMBING LOCATION WITH FIXTURE 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY.USE CORRECT BRAILLE FOR SIGN PRODUCTION MANUFACTURER. LATCH SIDE OF DOOR 'O WATER CLOSET,SEE PLUMBING DRAWINGS. '4 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION(SIGN LANGUAGE) , K I I q2 I� g - --- -- 9D4 4TH STREET WEST PALMETTO,FL 34221 PHI 1.800-237.3984 FAX 1-813-723-2452 Y 14 LAVATORY,SEE PLUMBING DRAWINGS. K 15 URINAL,SEE PLUMBING DRAWINGS. N ..,..- s TOILET PARTITION,FINISH RP-1,SEE FINISH SCHEDULE. ADA SIGNAGE I 12 a 75 / K SCALE: N.T.S.1 OO ROOF DRAIN/OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. _..___,.. 17 WATER SERVICE LOCATION. 105 s 18 40 41 I I MEN I g 19 SECURITY KEYPAD.SEE NOTE 7 AND DETAIL A31 E-102 ON SHEET E-102. (LOUNGE TA-D C81 I I O 3'b6"XY-T AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 1 $114' 3'-0' 1 6" 6 I I T� O 21 J • CBt , qA,E -I 1 1'-10 •�I I 3.3 3.0 2.6 2.0 ROOF DRAIN SEE P101. PURE WATER COOLER BY VERTEX,SUPPLIED AND INSTALLED BY THE r OGCEE 2O ' -- 34 j _ = J-BOX WITH 314"CONDUIT AND PULL I I I III II I III THREE 2X4 J-BOXES- _23 LINE OF MEZZANINE ABOVE. I 107 I CORD FOR N COAXCABLE DO NOTA I I J L-_-_- - _J L.-_-_-_- _ III 1-PHONE .ETA$ 1: OMEN1pp; SHARECONDUIT WITH 120V POWER. IF---,r ,r �� -III 1-LM7I GATE CONTROS '. 24 LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A103. TA 02- \ 1' ry 78 I SF-2 I II WP-1 WP-2 O I: TA-E WP1 I I =-- I o-- -_ III 1-VOLUME CONTROL I __JL___ __JL___J _ zs DRYWALL ON BACKSIDE OF VALANCE TO EXTEND TO ROOF DECK iw' ALIGN FINISH FACES W/SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 52 13 6'_7. 16 _6,, 1,_T,I L 11/2" r-2^ u' WP-1 -26 OPEN V-6Irr a WP-1 " I OPEN I / SEE SHEET NOTE 27 COOLER CASES,SUPPLIEPOWER, AND MECHANICAL AND WRITE AID CONTRACTOR A801-Ai J-BOX FOR 8" ONE-102 70 COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. i w OFFICE F1 A702-H15 O' TA-D 14 0 ,L� O LINE OF MEZZANINE STAIRS.SEE A703. H OFFICE q1 - A-Ca 1 T STALL OUTLETS PHONE '\\ 28 ADMIN _ ,_ _ INSTALLED IN DROP I 52 5-0' TQ zo" OFF CABINETS. 8_- WP'1 gp ® \ v 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 5'S'4" O T3'$" - RTd" 14 7 tY 40 S a I �I I 42 2 I \ ROOF LADDER AND HATCH OPENING ABOVE.RE:A9.A702 I I 3'-0' � 00 B , ""4 0 ❑ ❑0 � 0OB \ �` 30 CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E5.A701. 72 ffi I 24 \ 40 F ADMAN 8J w 32 30"X 30"ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH 40 2X4 J-BOX WlONE 4X4 J-BOX'.1 TWO FOUR 2X4 J-BOXES• GRAPHICS AND EQUIPMENT.PANEL(S)AT COOLER I FREEZERS MOUNTED w 10 OFFICE 1-12'CONDUIT IN PHARMACY 1-12"CONDUIT IN WALL 1-PHONE CONSULTATION W 0 F 7. A7 8'{^TO BOTTOM OF PANEL(S)AND 9-0'TO BOTTOM OF PANEL AT 24 I Rg• CB-2 109A WALL FOR LOW 009 P-8 FOR LOW VOLTAGE 2-0MI GATE CONTROLS 111 CB-2 CRA PHOTO SHOP. RTd" I( VOLTAGE CABLING CABLING 1-VOLUME CONTROL 1. FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. 00 G ®=JUNCTION BOX FOR LOW VOLTAGE WIRING. CONNECTIONSCTOR COORDINATE POWER,MECHANICAL AND WASTE G Q 20'-9 I I.. A801-D7 y �� r GC TO PROVIDE PULL CHORD. 22'.W I F T, GO EXTENT OF ADA TURNING REQUIREMENTS. I I - v xi - ae. s. sw5z s 4;:aszv<vrxa�z o-nssc a s s - maw z avra -aaeesa our ry r a c O WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK w ---- A701-A13 PHARMACY ELEVATIONS 35 7 ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. / SCALE 1/4"=1'-0" 36 109 1 SF-2 � --- - -- - - - - - - - - - - _- O UNISTRUT@2'-0.O.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST WI r 5, RT-B" r -- _- - O c - i. _ - 37 12"ALLTHRFAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH § W O _ T ___T - _ UNIT. _ 6 _ _ _ PHARMACY 40 3.0 - R6" I I 2< - I- ILL c =_ -� g O REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE Z I I' - - � POWERMECHANICAL AND WASTE CONNECTIONS. /��y/ ---- A701-A73 SI LJL Y (- H y ,,,AAA A801-GI 8 A701 A13 Wp_1 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL KIO-A603 V, 4 I 40 �r --Z_ J T-2"- ----� 39 FOR MORE INFORMATION. J F 2.8 - A603 D7 ' r- ( -- TWO ZX4 J-BOXES F; J I v a n I R36-0• 1 h - o O o r� -ONE ZX4 W/-"CONDUIT K n ® FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104. W l za y I I I I I I Y FOR 120V POWER. Y T I 111 1'-012 R A603-D11 -0NE 2X4 W/3l4"CONDUIT 41 FURNITURE BY RITE AID.SEE FIXTURE PLAN ON A104. W _ 1) I I TO 12'AFC FOR I Y ( --T- T--T-- I / 40 n COORDINATE WALL I I " I I SECURITY CABLE. WP-1 APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104 q0 1 25 / Lv L m I WP-1 COVERINOAROUND I I I 142 £ (p �_� 1 / AS 4 I CABINETRY THIS AREA I I I i I 3 3-0 I 43 SECURITY PEDESTALS BY RITE AID.SEE NOTE 14ON E102. J � I T II I F j I A7_ �1 I 3-p /, A801J1 I I I I I SF-2 I CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. _ F 1 CONTROL I SF-2 ddr `_4 S 5 2 5 1 / .LL ti 76 I \ I /\ I ( \ / \OPEN/ b \ O NOT USED, P: I 1 1' • I WP-1 I WP-1 I I I I x WP'1 X \ I PFLOW AND COMPRESSOR 5"DEEP PIT RECESSED INTO SLAB. i Lp I � I \ wQ WI E s I 6 52 g-11^ I I I I I / \ E 47 FIRE EXTINGUISHERS PROVIDED BY AND INSTALLED BY RITE AID 4' 1'J" 6 SF-3 40 36 I I ~ I / / i E103. . 9f LL O RITE AID TO PROVIDE"EMPLOYEES ONLY`SIGNAGE.INSTALLED BY G.C., I I // R B ( d C&2 I I L', WP-1 5 Ti 9 I SIGN TO BE MOUNTED ON DOOR#1148 ONLY.MOUNT ON SALES AREA I 7 N 1 // -T A701-A5 I LL .�LL I �+ I '� I / R < / \ 2 SIDE OF DOOR 3' 8' 3'-W 1'-V Y-W 3" I I u l--J X _-- 24 "' I I ADMAN. 11 I --� PHARMACY G.C.TO INSTALL ECKOUT BASE,CB-20N BOTH SIDED OF EXPOSED ONE ZX4 J-BOX FOR 12UV POWER 109 $49 PORTIONS OF CHECKOUT. F OFFICE I 2K4 J-BOX WI ONE PHARMACY I TO DROP OFF WINDOW +� 84 30 X30'ACCESS PANEL MOUNTED I'-0"AF.F.SEE K7/A 801. I 11 TWO J-0BOXES. .O i? CB-2 N.CONDUIT AND -MUST BE LOCATED WITHIN WP-1 C&2 VIP-1 --- II 109A 109 -0NE 4X1 W/7W0 314"CONDUITS FOR 12DV POWER. PULL CORD BODY OF CABINET. CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY 24 _ BEYOND °. -0NE 4X4 W/TW0&4"CONDUITS FOR LOW VOLTAGE CABLES. z 51 FIXTURE CONTRACTOR-G.C.TO PROVIDE FINISHED OPENING 3'J"WIDE " i -MUST BE LOCATED WITHIN BODY OF CABINET. I _ - I < 40 ELECTRICAL OUTLETS AND LOW ®=JUNCTION BOX FOR LOW VOLTAGE WIRING ; ® =JUNCTION BOX FOR LOW VOLTAGE WIRING. UP TO 3'-2•A.F.F FROM T 2•TOT-V A.F.F.THE OPENING IS 3'-0'WIDE.THE 2.2 1 I 36 R I I ' 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 D L-!y - 21 - --- - " 47 51 T 2 I I ¢ A801-L1 I THE PICK-UP COUNTER G -- - ----- - 1 •--., L1 " k `52 PHARMACY ADMINISTRATION COUNTER BY RITE AID,INSTALLED BY G.C., - 50 .p W ', SIMTO HI5-A702.FINISH PLC, T6" J 12' ... `. � .y. .. �... �53 WORK COUNTER PROVIDED BY RITE AID,INSTALLED BY G.C..RE: --- I DZ PHARMACY ELEVATIONS D A A PHARMACY ELEVATIONS H15-A7o2 . _ 1 1 1 • I iti SCALE 1/4"=P-0" T, SCALE: 1/4"=1'-0" _ __- ;''. � � REINING BY RITE AID.INSTALLED BY G.C. CONSULT - :,.:��..:,sa.:�vzs�•,..a�x._ �, Ji ,2 I CONY KEYED NOTES: #O EQUIPMENT RACK BY RITE AID,RE:X13A702. a1 s1 ( e-1034 wa LNG ras4 a y w SAFE BY RITE ND INSTALLED BY G.C.BOLTED TO FLOOR. 41 22 /i 75 FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. S 56 18 1 41 41 31 -- / b 41 \ } CABINETS PROVIDED BY RITE AID,INSTALLED BY G.C.SEE ENLARGED ?57 TWO DRAWER FILE CABINET BY RITE AID. <76 REVISIONS 1 Tv 2.6 3.0 33 PLANS AND DETAILS.FINISH PL3 I COAT RACK PROVIDED BY RITE AID INSTALLED BY G.C.. C I - I 41 I RT-4" I Q Q ".O LOCATION OF OMI GATE.PROVIDE NECESSARY BLOCKING. y® C (3 PC1 04-30-07 ' 1 ,q„1 CBt f; 46 1 n SF3 WP-1 i a;59 CLIPBOARD RACK FOUR PEGS AT IO"D.G. 0 CBI 05-04-07 � Q 28 41 � 18"BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. - - I 76 � TACKBOARD. �O FIRE ALARM PULL STATION,MOUNTED 48'AF.F.TO CENTER LINE OF 41 ipi j i r '.79 PULL STATION RE:E-103. c81 CONDUITCHASE SEE WORK COUNTER DETAIL Ht&A702 FOR MORE 11 LL J034-314"X314'CLFAR LFXON CORNER GUARD BY KOROGUARD FROM .O INFORMATION. T-1'A.F.F.TO CEILING, Y X i'S MONITOR SHELF ® V 1 KEY CABINET BY RITE AID.11-314'XT-78'X238"INSTALL W000 3'-11" 0' 12" 14'-21? �"�'" iii = 'n BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. 1 E: -wv -® _ ___ 1 JJ, I OUTLET LOCATION SEE E702. 0 I I 12 113 i^ ® ®0 a D of i __ __ q iO B A703-GlO �, 11 '�ITOR � `? I O EXTEND WALL PANEL 12"BEHIND ADJACENT STORE FLX7URE. B ❑ Z 46 W 84 PHARMACY H ADMAN C P® INTERIOR WALL TO V-V A.F.F.ENCLOSE TOP OF WALL WITH WOOD1'X 114 3'bi' 109 CB-2 OFFICE E CAP PAINTED P-8. _ RECEIVING AREA 1097 s 87 WALLS AT THIS AREATO RECEIVE MARLITE PANELS PP-2 TO 8'-0"AF.F. W y 5'11' PROTOTYPE O INSTALL MOISTURE RESISTANT GYP.BD.BEHIND PLUMBING FIXTURE. 107 X 163 ®=JUNCTION BOX FOR LOW VOLTAGE WIRING. NOTE THE DIEBOUD UNIT REQUIRES THREE 120VOLT DUPLEX OUTLETS FOR POWER AND ONE 4X4 4'-0"HIGH WAINSCOT OF 12"FIRE TREATED PLYWOOD. GC TO PROVIDE PULL CHORD. 89 STORE NUMBER J-BOX WITH CONDUIT FOR LOW VOLTAGE WIRING.THE CONDUITS WILL BE RUN BENEATH - •� THE WINDOW TO THE LHSIDE,THEN OVERHEAD 7O THE DRIVE THRU CANOPY. ,�- 70 54'LONG 7 WIDE MCCUE BUMPER CARE PROVIDED BY RITE AID AND ui IN ADDITION,TWO IV EX DUPLEX ARE REQUIRED IN CANOPY A7 THE AREA OF THE ACCESS PANEL 4 INSTALLED BY GC. `. SEE DIEBOLD SPECIFICATIONS FOR ACT LOCATIONS. 3; WD PROJECT NUMBER 71 2'BUMPER RE:A-102. A!; RAIP00001 W A 72 GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD.IN AREAS «" SHELVING.H LVING I TO BE INSTALLED NO PAINTING IS NEEDED BEHIND MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP2 ` 2A603 Z Al ENLARGED PHARMACY PLAN /� PHARMACY ELEVATIONS - 73 SCALE: 1/4"=T-0" 6 f1 SCALE: 1/4"=T-0" t n 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 _ _. a v _ 1 2 3 4 5 6 7 6 9 10 11 12 13 14 155 16 a: l ��,ti M M` partners 2852 Kelvin Avenue I Irvine,CA 92614 NII 949.753.7676 T 949.753.7678 F wdpartners-com Atlanta Boston Chicago L n -m Kew n_ r sv�w �s .- s�..aas x. rs, w ruwwnx - mom_ - - a am-a -Y L Columbus Dallas y+ NOTE: V Los Angeles F THE CONDUIT FEEDING THE LIGHTS IS TO BE ATTACHED TO THE s: Miami CONDUIT WHICH IS FARHEST FROM THE RX AND CLOSEST TO THE Sacramento RADIUS WALL OF THE WAITING AREA" ,I I ? � � 3 5l8'MTL 5fUD KIC10=R5 K @ 48'O.C.TYP K i I j $ i BAR JOIST F z r G DUSTIC CEILING,AC-2 TILE PAINTED R2 E. LAY IN CEILING__,"_"_ j J /8'MTL STUDS 15 E'AF.F. 35 18'O.C. SIB'GYP.BD, PAINTED p-2 Tv SW GYP.BD. ., ff e .,.,..•s:..�: ;�a:ass...+aw"arm,.�m-..asm..w�•. •a. .raxuaF .,�-_.._ ..._.:-eu:,x..^,:e,,. -... ...�... ..m..�. -_. Y\Z\Z PAINTED p•3 f BAR JOIST BAR JOIST LAY IN CEILING __•_ _ BOTTOM OF GYP.BD.SOFFIT t r' ACOUSTIC CEILING Y LAY IN CEILING_ 5 B'GYP. PA NTED p� 1'qY H �I H ACOUSTIC CEILING ,. DETAIL COSMETICS SOFFIT T CONDUIT FOR POWER FEED,PAINTED P8, "" H 1 «. THE CONDUIT FEEDING THE LIGHTS IS TO BE "" SCALE: 3/4 -T-0" ROUTED FROM BACK WALL %o w-�wx..•_.. LAY IN CEILING � F W s1 ACOUSTIC CEILING �i > i Y (4)1110 HANGER WIRES ATTACHED 70 < ° STRUCTURE ABOVE j N G T, SW GYP.BD. G": Q RECESSED LIGHT FIXTURE,SEE ELECTRICAL—BAR JOIST,SEE a' STRUCTURAL B DRAWINGS 35M'MTL.STUD S DINGS. PREFINISHED b' KICKER 3518°MTL STUD AXIUM 1XEDGE TRIM, F KICKER ❑ p$ . Q STEEL BEAM,SEE 3 518"MTL STUDS OW a STRUCTURAL b DINGS. AT 16"O C. J pi '^ O LAY IN CLING 4, r V+ 4•X 18 GA KICKERS@48° EXTERIOR WALL CONSTRUCTION KICKER &-6*AF.F-EI _ 3 5W MTL STUD W Z O.C. T-0" ACOUSTIC CEILING RE:A3/A-103 Y DIAMETER V/ F UNISTRUT ATTACHED TO AXIOM 11"EDGE 3 518"MTL,STUDS F J IF TRIM 518"MR..STUD TRIM AND HUNG FROM STRUCTURE WI J W HANGER WIRES .' AT 16'O.C. a 18 D.C. F. 3 518"MTL STUD FLUORESCENT STRIP LIGHT FOQURE,SEE R' —GYP.BD.TO 8'-0•AF.F.PAINTED W @ 18"O.C. " CEILING PLAN AND ELECTRICAL DRAWINGS F4) SHIM AS REQUIRED " FOR MORE INFORMATION r. COOLER HEADER SUPPLIED BY LAY IN CEILING :11 -DECOR PROVIDER " -- - - GYP.BD. b � 1AF.F. w J LAY IN CEILING _ CEILING 13'$"AFF. BO• TOM OF"G—YP�—BD. 0FFIT '—' RECESSED LIGHTF T1'AF.F. E' ACOUSTIC TILE CEILING----y FIXTURE TO BE P$ {' P3 j ACOUSTICTILE 5B"GYP ED. z; CENTERED IN SOFFIT 1 p U SC M $ 24GA TYPE 2B STAINLESS STEEL CEILING CEILING BR E � BRUSHED FINISH SCREWED TO RE OF T P SOFFIT.SUPPLIED AND INSTALLED BYG.C. K E P 9 T-T FIELD ADJUST HEIGHT AS NECESSARY. 5/8'GYP.BD. C C DETAIL-WAITING AREA SOFFIT Cn DETAIL COOLER SOFFIT WP$ 5/8"GYP BD r� G J SCALE 3/4"=1'-0" G 7 SCALE- 3/4 V-0 g ALUMINUM STOREFRONT q 112° . _- _ ...a:s,::z .s.....a- -_.sac.: _..u,_::_.. ._.a-r .meµ .,,v,,�...,.�._-.-..w _ - :•--a WINDOW SYSTEM RE:(I&J) G31A-802 35/8"MR.STUD y,' F 01WO.C. - 3 5/8"MTL.STUD @ 16'0,C. t C P-12 WOOD D BLOCKING P € Y BULKHEAD D 51, 5!B"GYP.ED.ON r B'SAF.F. i LAY_IN CEILING SOFFRACY MTL.STUD @ 16'O.C.,EXTEND TO B'�°AF.F. AF.F. TOP CHORD OF JOIST ABOVE s P•4 "f: B'S 5/8"FIRE RATED PLYWOOD BAR JOIST ACOUSTIC TILE CEILING ACOUSTIC TILE i 20"HIGH ACROSS THE K +: CEILING ENTIRE GATE OPENING AND RE:ES/A401 I EXTENDING 5"PAST OPENING +s VARIES #° SA5 3 SO MTL.STUD Y RE AVA•103 e' I OVERHEAD SECURITY Si @ 18"O.C. ALUMINUM GRILLE STOREFRONT 2 LAYERS 314"MDF WITH PLASTIC 3518" REVISIONS WINDOW SYSTEM OVERHEAD SECURITY MTL.STUD KICKER BEYOND T� ? LAMINATE ON ALL EXPOSED RE:(K) GRILL HEADERBEYOND WI El C I ".' SURFACES PLC C G3/A-802 2X BLOCKING AS REQUIRED z to - LAY IN CEILING13 ? LAY IN CEILING $', 5 13'gS"AF.F. 8 SALES AREA PHARMACY El \ I T ACOUSTIC CEILING 35M"MTL.STUD ACOUSTIC TILE CEILING f ' p•8 a 112" F:- RE:A3/A-103 @18'O.C. d WALL PANEL PP-1 \\ 3 5/8"MTL.STUD P-9 Ld ACCESS PANEL LINE OF WALL COVERING e 4 @ 18"O.C. t 9 RE:G7/A-603 r T BUMPER SALES AREA — WOOD 51B"GYP.BD. 51B"GYP.BD. I. CENTERED OVER BREAK BETWEEN PLASTIC BLOCKING CEILING P-8 LAMINATE COLORS 0 y E PHARMACY WORK AREA SALES AREA CR-1 \ SIB'GYP.BD. RECESSED LIGHT FIXTURE 5!8"GYP.BD. G ,'. SALES AREA PHARMACY . RECESSED UGHT FIXTURES tY 3 5l8"Mn.STUD @ 1fi'O.C, B 9 Iq ? P-12 ACOUSTIC CEILING WALL PANEL PP-1 RE:A.VA-103 1 SM"GYP.BD. d PHARMACY BULKHEAD P-12 W 35B"MTL STUD (� VARIES ----------- -8'S AF 1"BUMPER a PROTOTYPE SEE CEILING PLAN SELF TAPPING SCREWS AT EACH ❑ 'P ci WP-3 x' xy o Cie. O.C. COVE BASE 107 X 163 'r. CONNECTION,7YP. " BOTTOM OF GYP BD.SOFFIT STORE NUMBER is O P4 V AFT. 11' }, a WD PROJECT NUMBER RAIPD0001 DOOR BEYOND £- PE g A A RE:AVA-801 ? W Z A701 _ AllWALL SECTION AT PHARMACY it C DETAIL-AT OVERHEAD SECURITY SHUTTER n PHOTO CENTER SOFFIT DETAIL A13 DETAIL-AT PHARMACY SCALE: 3/4"=1'-0" A SCALE: 3/4"=1'-0" � A 7 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1 1 2 3 "$ 4 5 6. 7 6 9 10 11 122 " 13 14 15 16 6 7 8 9 10 11 12 13 14 " 15 16 k � s M ,t partners 2852 Kelvin Avenue PERFORMANCE REQUIREMENTS: s Irvine,CA 92614 THE MAIN RUNNERS AND CROSS RUNNERS OF THE ^ s; 949.753.7676 T CEILING SYSTEM AND THBR SPLICES, k ". 949.753.7678 F INTERSECTION CONNECTORS AND EXPANSION 1/2°EMT-RUN TIGHT TO STRUCTURE ABOVE "' DEVICES SHALL BE DESIGNED AND CON- (4'-0"MAX FOR 117°) f' wdpaMe/s.00m STRUCTED 70 CARRY A MEAN ULTIMATE TEST ? y LOAD OF NOT LESS THAN 180 POUNDS(801 N)OR SECURE SUPPORT WIRES TO EXISTING > a n TWICE THE ACTUAL LOAD,WHICHEVER IS HANGER WIRE n s.. ; STRUCTURE OR STUD INRLL GREATER,INTENSION WITH 5-DEGREE ` N0.72 GAUGE WIRE(TYPJ n MISALIGNMENT GF THE MEMBERS IN ANY 12 GA.VERTICAL HANGER WIRE s- MAN RUNNERS LAY-IN LIGHT FIXTURE �i, Atlanta DIRECTION,AND IN COMPRESSION.IN LIEU OF COMPRESSION STRUT REQUIRED @ EACH NOTTOEXCEED B'-0' ¢: Ch c Boston o L 5-DEGREE MISALIGNMENT,THE LOAD MAY BE SEISMIC RESTRAINT 17-0"O.C.EACH WAY L:; a g APPLIED WITH A 1-INCH(25AMM)ECCENTRICITY ON ATTACH FIXTURE HOUSING TO n ?�� Columbus A SAMPLE NOT MORE THA241NCHES(610 MM) AND WITHIN&4r OF EACH WALL SPLAY BRACE WIRE CEILING SYSTEM WITH TWO(2) Dallas LONG ON EACH SIDE OF THE SPLICE.THE VERTICAL-12 GA.HANGER WIRES 12 GA.HANGER WIRE-ONE Los Angeles CONNECTIONS AT SPLICES AND INTERSECTIONS 4'-0"O.C. 8"(MN(.)OR 114 171' AT EACH END. Miami SHALL ALL BE OF THE MECHANICAL INTERLOCKING I LENGTH OF DIST. CROSS RUNNERS Sacramento TYPE. I 3W EMT-NOTCH OVER MAIN RUNNER TO FIRST MAIN ° #12 HANGING WIRE 4-0.O.C. J DRILL 5132"HOLE FOR I/8"BOLT AND LOCK- CONT.NORM STRUT • 5" ATTACHED TO FRAMING,SIMILAR i I TO PREVENT SPREADING TO DETAIL BELOW NUT AFTER CEILING SYSTEM IS LEVELED OF RUNNERS "- 7-0" 1.. MAIN RUNNER Ai 4'-0" I CRO35 TEE WALL TRIM 4W 5" O.C.(TYP.) NRUNNER L` '4 PLASTIC LAMINATE LAY4N CEILING TILE CROSS RUNNERAT 7-0'O.C.(TYP.) R NN RS.ATWIRES IN PLANE OF - RUNNERS.ATTACH TO ROOF TVI VCT COMBO APLYWOOD COUNTER FRAMING AS SHOWN BELOW 12'-0" az ` O.C.6'-V MAX FROM WALL. 3 COM HUB WOOD FRAMING FOR K MAX k, 16D NAIL(TYP.) SYMBOL A/P KICKER K (4)TURNS MINIMUM(iYP.) r' HNS MMV SUSPENDED CEILING DETAIL AT WALL , ® PLYWOOD KICKER, AT MIDPOINT AND BOTH `�T• H SKYSURFER _ ENDS OF COUNTER El /. UNIX TOWER 1z HORIZONTAL WOOD (4)TURNS MIN.IN ( BLOCKING PAINT TO MATCH —112'(TIPICAL) 1. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE '_ f- CEILING LOADS ARE LESS THAN 5k PER FT.AND NOT SUPPORTING INTERIOR PARTITIONS.CEILING WALLS € BRACING SHALL BE PROVIDED BY FOUR NO.12 GAUGE WIRES SECURED TO THE MAIN RUNNER 2' iv P KICKPLATE FOR CONDUIT I' 2. 4TMAX s WITHIN2'OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90°FROM THE PLANE OF THE RUNS,ONLY USED IN 3 SEISMIC A\ `\ CEILING.THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 17-0'O.C.IN BOTH : ' ' UPS DEVICES(2) OFFICE L AREA NOTED, �` PLASTIC LAMITE TO MATCH LOCKING PIN �� )': 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. 1'-81/2" WALLS. MAIN RUNNER d f s BASE AS SCHEDULED, NOTES: SUPPLIED AND INSTALLED J (I GA SPLAY WIRES ) 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE I-BOTTOMTWO(2)SHELVESROLLOUT BY G.C.. ROSS TEE SPLAYED 9V FROM EACH HANGERS TO THE STRUCTURE ABOVE.THE METHOD USED MAY VARY DEPENDING UPON THE TYPE F 2.)REMAINING THREE(3)SHELVES FIXED OTHER&45°FROM CEILING PLANE IN RUNNER k OF STRUCTURE.THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY �' 3.)2010 WIDE X 211lY DEEP(FLOOR #: CROSS TEE B INDICATES THE TYPE OF FASTENERS TO BE USED.THIS DRAWING SHALL BE SUBMITTED TO THE N SPACE 201/2"WIDE X 314P'DEEP) I ( FINIBH FLOOR LAY4N CEILING SUSPENSION SYSTEM LOCKING CLIP TO FASTEN CROSS TEE TO M IN RUNNER LOCAL BUILDING INSPECTOR FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. . 41'M.20 GA, s [E.OUEP.ENT S: e. BRACKETS 24.0 O.C. 3. SUSPENDED CEILING SHALL COMPLY WITH INTERMEDIATE DUTY SYSTEM CLASSIFICATION. „ RACK PROVIDED BY RITE AlD t' SOLID BLOCKING AS F CONTRACTOR SHALL SUBMIT SHOP DRAWING TO THE BUILDING DEPARTMENT PRIOR TO s LLED BY G.C_ - REQUIRED,SUPPLIED INSTALLATION. ` GI AND INSTALLED BY t GC.. €; H H x P; ,..�.. ��,-_.�..,--� .,,-. .R.:.�.,•x»�,�, ,..y.,..,.�_ .m=„e"�._. ."_�. «,,�.,,.-.�:, ", - - _."�_ ._.. __ ,� _.-.��._ -..a�=�..,,�_�s�,=,:,>v,,,>� ���_„_,_.b:..�.�:.:k-.«:,,�,.. __ x=M1..�,• -,t,�,».xs .-., .,�,�.."-_.w �� _...,_� , LAY-IN CEILING SUSPENSION SYSTEM DETAIL TYPICAL CEILING DETAILS EQUIPMENT RACK COUNTER DETAIL H 1 � 2 1 SCALE 1 =1'-0 Q H 1 SCALE „ o' H 15 SCALE: N.T.S. .._ .._.. _ . ._. .... ..-. _ '. H V SCALE: N.T.S. .. -... _.. � •. • � _ ....�., .,..__.._ ._ .__.,..�.•�,.�: -s:;xar. - �:�,:a•�. ,,,�,�,.-a.�. .-- -, .,.sa _ ._..... ��.-cam - ..,.� ... .�.r...__.... c uj Ln FLUOG y SEE EI SCENT STRIP LIGHT FIXTURE ABOVE CEILING PLAN AND ELECTRICAL p; N € ( DRAWINGS FOR MORE INFORMATION AC 1 W U ARMSTRONG ill"AXIOM EDGE BAND K SEE FINISH SCHEDULE O LLI GWB, 7. W 0 A-RE:A-102&A-801 FOR WALL FINISH AND g P REFRIGERATOR N.I.C. ^ ` v, PARTITION TYPE iq � r W Z WOOD BLOCKING STEEL ANGLE 3z3z318 N s BULLET RESISTANT STOREFRONT SYSTEM E; - ., F DRIVE THRU WINDOW FRAME O ——— ——— o' - F _ W METAL STUDS ?: STEEL SUPPORT ANGLE 3131318 SHIM AS REQUIRED T$' - Ti < T BACKER ROD AND SEAUNT GRID ID-UT ATTACH DT AXIOM I W ri UC GYP.BD.SILL, -; WR(4)@10 H HUNGFR E RESTURE ? SINK BASIN STEEL ANGLE BELOW 304B, PAINT TO MATCH WALL FASTEN ANGLE TO BLOCKING ,: p r Q fT WALL CABINETS r GYP.BO. 1' DUIT FOR POWER FEED, '"' ALUMINUM FLASHING 3 518°METAL STUDS 16'O.C. NTED P-0,THE CONDUIT 1"FILLER PANEL f" J FEEDING THE LIGHTS IS TO BE F -�.a cnlu crnu-zEBAgER ROD AND SEALANT ROUTED FROM BACK WALL BACKSPLASH1 1l2"=1'-0" qRECESSED CAN LIGHT-SEE Y RIGID BRREQUIR ENTS � LE(1)KRAFT FACED FIBERGLASS R-15 BATT ELECTRICAL DRAWINGSt SEISMIC REQUIRMENTS OLD Z INSULATION P PLAS,LAM.COUNTERTOP 31 HOT WATER HEATER AND C E DRIP PAN RE:P-202 III I I I I I I III (_ I 5w P.T.PLYWOOD' EXTEND PLYWOOD ONTO WALL `. h JILLLL------J-J1111� BEYOND (2)3A'0 THREADED RODS IN (v y p D SIMPSON SET EPDXY(SPECIAL —MEZZAN INSPECTION REQUIRED) XrA PERIMETER STEEL ANGLE :w, 3 SILL DETAIL AT DRIVE THRU REFLEC.CEILING DETAIL @ WAITING PLAN LOUNGE CABINETS h D5 SCALE: D9 SCALE: 1/2 1-0 D13 SCALE: 1/2 1-0 II v m ALARM OVER J-BOX RUN - STEEL SUPPORT ANGLE 3z3z318 4 p < s TO POWER PANEL SEE 45- :- SHEET E-102 RUN CONDOR TO ALARM # $� STEEL ANGLE 3z3z3B, BOX OVER J-BOX RUN TO T c 3 FASTEN ANGLE TO BLOCKING POWER PANEL SEE E 102 " e NOTE PROVIDE SOLID BLOCKING FOR MOUNTING UPPER AND BASE i REVISIONS MOUNTED AT I4'-0"AFT C- Y CABINETS G C H9 ON SALES SIDE OF WALL C. 0 j ABOVE DOOR 114B LINE OF WALL BEYOND ` 0 RE:A-102&A-001 FOR WALL it 17 FINISH AND PARTITION TYPE CONCEALED " (2)314"0 THREADED RODS IN STEEL ANGLE hb31$ IN RUN FASTEN ANGLE TO BLOCKING P: .'�� ElSIMPSON'SET EPDXY(SPECIAL SOFFIT y' INSPECTION REQUIRED) a; C3 im DOUBLE UP METAL STUDS § WALL CABINETS L4 k +. a 1"FILLERPANEL 13 V UPPER BOLT SINK BARN B B MODULE \ / UPPER BOLT MODULE 36W 30W \\ KEYSWITC BACKSPLASH PLS Y QQL PANIC HARDWARE \\ // PANIC HARDWARE PRIMARY BOLT \ / COUNTERTOP Lu MODULE PRIMARY BOLT MODULE ` REMOVABLE SINK BASE — — — — SASE CABINETS PROTOTYPE 63E Q \ 8 / BE FRIGERATOR(N.LC.) 77 b STORE NUMBER (. END PANEL FINISH BOTH O LOWER BOLT / \ SIDES iN MODULE LOWER BOLT MODULE # WD PROJECT NUMBER S A RAIPD0001 A DOOR 101 DOOR 114A 3ese 30B ui (" 114"SPIRAL RUN INSTALL ACROSS FACE OF DOOR AND = INTO DOOR FRAME mm_ � A702 Z AlWATER HEATER SUPPORT DETAIL /� C SECURITY ALARM DOOR ELEVATION A13 ELEVATION LOUNGE CABINETS SCALE: 1"=T-O" A5 SCALE. 3/8"=1'-0" SCALE: 1/2"-1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 75 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A snr. trr � /� m T.O. sLaB � ""< partnrers CI0xB9 RY#6TAIR 6TRR sro'DIA ISM \ 2852 Kelvin Avenue BOLiL TOTAL \ m Irvine,CA 92614 Y ?., 949.753.7676 T 949.753.7678 F wdpartnes.cum STANDARD OGA GRIP ` STRUT STAIR TREADS GBi \ 1-9X3XV4x0'-b•WITH(2)5ro'• ,. Atlanta 4'E'®ED BOLTS(HILTI ' \ H ChicaY-150 OR HILTI KLIK BOLT II Bostongo L LM C.\ Dal as bus -— — — Los Angeles Miami Sacramento a -III III " - - FOOTBYa MAY BE A PART OF ANOTHER FOOTBYa IS. MRL K A, K 2.0 1.8 �� STAIR DETAIL ��H � � —� KNEE WALL BELOWW/ 2INCHES WIDE 2X6 WOOD CAP,EPDXY MI SCALE 3/4 -1-0 sTwPWc COLOR a�ro GRAY. c: Y EXTEND WALLTO '• _ ° S T--------------T______________i 21NCHES WIDE UNDERSIDE OF DE = Gel 44 STRIPING ttLliANORAIL®34" ABOVE STAIR RUN, le - REFER TO G7/A703 P-11 k ADJACENT SURFACE L i 1/2'DI0.STEEL PIPE HANDRAIL DN T CONT.SEALANT CONT.SEALANT 0 CONCRETE CURB,REFER P TO A703-07 CONCRETE CURB,REFER 8"METAL STUD TO A703-D7 x 71B"3 LAYER STUCCO 6 ( �# A703-A70 CMU WALL OVER METAL LATH AND 718E 3 LAYER STUCCO 8'METAL STUD OVER METAL LATH AND BUILDING PAPER 30# BUILDING PAPER 30N FELT OVER V2"PLYWOOD FELT OVER 1)2"PLYWOOD H CMU WALL b —OM H* y 3" 8114E 33µ" 1V-T 75114E 17 TREADS®11' 2'S^ T-0' RAMP 1'-0' T-07IB' 10'-0" T-10118E 3 W M G > Lo E G# - r W Q ENLARGED STAIR PLAN AT MEZZANINE LEVEL /±1 DETAIL �±A DETAIL /±� RAILING DETAIL G 10 yYrt U V SCALE:1/2"=1'-0" G'F SCALE V2 1-0 V SCALE: 1 1l2"=1'-0" _ _ _ SCALE: 1/2" 1'-0" ,1 Q Lu wN0 H W Z YN I: � F° W 2.0 1.8 Lu 8•METAL STUDS Q Q Y @16'O.C. t o 2-0E STONE VENEER AVT J T.5114• WITH OVERGROUT 7I8"3 LAYER STUCCO TB"3 LAYER STUCCO 25114E INSTALLATION - f OVER METAL LATH AND OVER METAL LATH AND EXTEND WALL TO BUILDING PAPER 30# BUILDING PAPER 300 1"RADIUS UNDERSIDE OF DECK FELT OVER 1YP PLYWOOD FELT OVER 112E PLYWOOD 6'METAL STUDS LINE OF WALL BEYOND E @ 1V O.C. 6'METAL STUDS 8' E 16"O.C. 1' COAT.SEALANT STEEL HANDRAIL ABOVE 3' 1'-0" ADS o t7 COAT.SEALANT b b STAIR RUN,REFER TOO G7/A703 17 TREADS 11' CMU WALL CMU WALL P-11 I w a I I CONC.SLAB W/MTL.DECK d U STL ANGLE POUR STOP BEYOND, a Q ' - a 334' TA718" SEE STRUCTURAL DWGS. a MEZZANINE FOR MORE INFORMATION 10'S" D CONCRETECURB STL.ANGSTRUCTURAL DWGS i LE POUR STOP,SEE P-11 -0 OC MAX BRACKETS FIMDRAIL I 4 Eg CONT.SEALANT I , D1 DETAIL DA DETAIL D� CURB DETAIL SUSPENDED ACOUSTICAND IC 10 I `F SPENCEILINGED ACOUS GRID SCALE 112 1'-0" SCALE 1/2 1-0 SCALE 1 1/2 1-0 I LINE OF WALL BEYOND ,y. .. ,-__....._. STL.BEAM I STEEL CHANNEL ".:.,, REVISIONS C H KNEE WALL WI2X6 WOOD CAP, 4 STRINGERBEYOND GYPSUM BOARD TO BE C„ ATTACHED TO BOTTOM OF .; \ 3 I EPDXY PAINT,COLOR GRAY ® PC5 04-30-07 CONC.FILLED STAIRS,TO BE 1 HOUR b 8 P';^ CB1 05-04-07 t METAL PAN STAIR CONSTRUCTION I \ I ® Q 2A" 75' 1T2'RADIUS k LINE OF WALL BEYOND T5114' T51µ" T A703-A7 I Q ¢. CONCRETE CURB REFER 6"METAL STUDS TO A703-D7 a 16E O.C. r. ,v d 108E STEELCHANNEL STAIR STRINGER 7IB•3 LAYER STUCCO 7IB"3 LAYER STUCCO K/ OVER METAL LATH AND , § OVER METAL LATH AND ,� i� •.•4 R CIO BUILDING PAPER 30# BUILDING PAPER 309 °^. -F"'- FELT OVER 12'PLYWOOD FELT OVER 1/!"PLYWOOD INFILL PARTITION WALL UNDER STAIR, Wl GYP.BD ON EACH SIDE,EXTEND ) I 13 M U B 8•METAL STUDS - I TOP OF WALL TO BOT.OF STAIRS,TO 16'O.C. § BE i HOUR CONSTRUCTION s. CAW WALL COAT.SEALANT FINISH FLOOR i "°+-+� `."... r i 0'-0" 30"z 3W ACCESS DOOR FOR WATER SERVICE I METAL PAN W/CONCRETE INFILL I 1" 11" 1'•11" ' CONT.SEALANT AREA�SEE I). TREAD;STAIR STRUCTURAL STEEL TYP. - PROTOTYPE W GI YP.BD.ON EACDE- i AND SUPPORTS TO BE PROVIDED i 107 X 163 �S�D INtI CMU WALL . I AND DETAILED BY STAIR I Z C EXTEND TOP OF WALL TO BOT.OF STAIRS, i FABRICATOR. 1 TO BE I HOUR CONSTRUCTION. I STORE NUMBER /J I I WD PROJECT NUMBER A RAIPD0001 A MAX. k: Q A 1 � DETAIL A DETAIL STAIR TREAD DETAIL STAIR SECTION 7 3 SCALE: 112"=1'-0" A4 SCALE:1/2"=T-0" A7 SCALE:1 1/2 E=1'-0" A 10 SCALE: 1/2"=T-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 U 15 16 y I 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 MATFROLL TYPE FINISH MATERIAL TYPE JAMB HEAD FINISH LABEL SET No. KEY SIDE KEY NUMBER FIRE-RATED PARTITIONS) METAL DECK t00A PR3'$XT$ MRlGLASS E MANUF MANUF OF MANUF MANUF MANUF 1 EXTERIOR ID:Y#1 STOREFRONT ENTRY DOOR-SUPPLIEDAND INSTALLED BY RITE ND WITH BEST CORES. ;;1. KEY SET#11S FOR THE FRONT ENTRANCE DOORS.THE SESAM DOORS, 1008 PR 3'4W-V MRJGLASS E MANUF MANUF OF MANUF MANUF MANUF 1 100 KEY#1 STOREFRONT ENTRY DOOR-SUPPLIED AND INSTALLED BY RITE AD WITH BEST CORES. COME WITH A CONSTRUCTION CORE AND KEYS.THE RITE AID J,�TM 2X4 WOOD BLOCKING WP_3 S CONT.20 GA.SHEET METAL FILLER OPERATIONS DISTRICT MANAGER WILL REMOVE THIS CORL AND Sl8"GYP.BD. 18 GA.3518 METAL STUD ; SET IN SEALANT AND FASTENED TO 1WC 3'A 12'X10-0" ALUM D P-0 MTL OF MANUF OF MANUF - MANUF 101 NON MOTORIZED OVERHEAD GRILL-QMI,A,L5-E WISOLID SLATS-SUPPLIED&INSTALLED BY RITE AID REPLACE IT WITH ANOTHERCORE.THEfINALKEYS FOR TtflSKEY SET"•M M KOROGAURD j I MTL DECK 1DOD 124 ily-17 ALUM D P-8 MTL OF MANUF OF MANUF MANUF 101 „AARE:SUPPLiEOBYRITEAID.PROVIDEDASIGNINCONTRASTINGLETTERS partners CORNERTRIM E OF I INCHE OR MORE ATTHE DOORS STATING THIS DOOR TO REMAIN_' COPE G.W.B.AROUND METAL DECK 100E 3'd 1T1X10-0" ALUM D P3 MTL OF MANUF OF MANUF - M4NUF f01 : UNLOCKED DURING BUSINESS HOURS'. PROFILE ...- - - -f-- °•-^--'�'" 2852 Kelvin Avenue APPLY WPA PRIOR TO CONT.ACOUSTIC SEALANT-BOTH 101 3'47XT-0' INSUL.MTL A P-iff-11 MTL 2 J3 H3 P-IWP-ll 6 101 KEY#2 PROVIDE PANIC HARDWARE&SECURITY ALARM WIRING-SEE HARDWARE SCHEDULE AND DETAIL ON A-702 FOR MORE INFORMATION. ,..2. KEY SET k21S TO HAVER COPIES.THESEARE SUPPUED BY THE GC. Irvine,CA 92614 L MOUNTING GATE SIDES FIRE RESISTANT JOINT SYSTEM 3. KEY SET#31S TO HAVE 8 COPIES.THESE ARE SUPPUED BY THE GC. 949.753.7675 T 1D3 NOT USED `' 949.753:7678F AT AL EDGE TRIM HERE S. IN 3'$XT$ HM C P-9 HM 1 J1 H1 P3 2 103 KEY#2 OFFICE DOOR WITH FLOORSTOP.(MIRROREDCAASS). ;=4. KEY SET#41S TO HAVE 6 COPIES.THESE ARE SUPPLIED BY THE GC. 1- METAL EDGE TRIM WHERE EXPOSED O VIEW 106 3'$XT$ HM A P-10 HM 1 11 H1 P-IO 5 105 KEY#3 MEWS RESTRWM DOOR WITH 6114"DOORFRAME &5. KEY SET#51S SUPPLIED BY RITE AID. Wdpartnem-mm SHUTTER RAILS STEEL RUNNER Wl MIN.2"FLANGES-FASTEN TO MTL IREPRO FIN TO INSTALLATION OF 107 3'$XT$ HM A P-10 HM 1 J1 H1 R10 5 105 1a=Y#3 WOMENS RESTROOM DOOR WITH6IM'DOOR FRAME 6. KEY SET#6 IS TO HAVE 6 COPIES.THESE ARE SUPPLIED BY THE GC. SHUTTER CURTAIN SPRAY FIREPROOFING 108 3'$XT$ HM G P-10 HM 1 J1 H1 R1O 4 105 KEYM LOUNGE DOOR-TEMPERED SECURITY FILMAAMINATED TEMPERED THESE KEYS ARE FOR THE ACCESS PANELS IN THE UNDERSIDE OF THE 'K P 3 U METAL DRIVE THRU CANOPY. Atlanta STUDS Jr® O.C. 3' KOROGUARD CORNER : SEE WALL TYPES FOR WALL CONSTRUCTI 109A 3'4T X7$ HM C P-10 HM 1 it H1 P-WIo 3 ill KEY A PHARMACY DOOR WITH FLOOR STOP.(CONSULTATION SIDE OF DOOR FRAME TO BE PAINTED P-10). '7. KEY SET#71S TO HAVE 6 COPIES.THESE ARE SUPPLIED BY RITE AID Boston GUARD tSPs. COPE GYPSUM WALLBOARD AROUND STEEL BEAM THROUGH THE GATE SUPPLIER,QMI. L - Chicago L WP-i k PROFILE WHERE OCCURRING 1098 3'$XT$ WE) F PL-0 HM 1 A H1 R101P-ID 3 112 KEY 94 CONSULTATION ACCESS DOOR.(DOOR FRAME O BE PAINTED P-10 ON CONSULTATION SIDE,P-10 ON WAITING ROOM SIDE.). Columbus PARALLEL TO RIBS OF DECK PERPENDICULARTO PICK UP COUNTER-PHARMACY OVERHEAD GRILL-OMI,AL5-E WISOUD SLATSSUPPLIED&INSTALLED BYRITEAID§( ATEDFINISHES r'8. ALL OF THE LOCKSETS FOR THE KEY SETS WHICH ARE SUPPLIED BY THE Dallas 5 RIBS OF DECK 109C 13'$XBA" ALUM D PS MTL MANUF MANUF _ SWITCHES,ELECTRICAL&WEDGE WALL CONSTRUCTION ARE SUPPLIED BY GC)SEE DETAILSLI,JI,GI,DI,ANDAI ONA-801 GC ARE TO BE TURNED OVER TO RITE AID PER THE DIRECTION OF THE Los Angeles MANUF MANUF 101 NONE .„: MANUF RIFE AID CONSTRUCTION MANAGER ^^-^^•^� t-' ^+'* '-"s`^=-"z *'Mxr^ •'•^"^ '- * "^'^rR ' =-ham = NOTE: 109D 3'$X3'$ HWD H PL3 WD WA MA NIA WA 109 KEY DOOR HINGES FASTEN TO PANEL Miami { FASTEN STEEL RUNNER TO METAL DECK.FRICTION FIT METAL 7 ?9. THE GC IS TO SUPPLY ONE BLANK KEY FOR EACH LOCK SET. L1 PLAN DETAIL STUDS TORUNNER 8 FASTEN DICATTOSUDS-DO SNOT FASTEN TO DROP OFF COUNTER-PHARMACY OVERHEAD TGRILL-UCTION,RESPPLIEDYGC)SLATS-SUPPLIED&INSTALLED BY RITE AID REUTEDFINISHES Sacramento ff SCALE 3 1-0 RUNNER MAINTAIN GAP AS INDICATED BETWEEN STEEL RUNNER& 109E T-1(%13E' ALUM D P3 MTL MANUF MANUF MANUF MANUF MANUF 101 NONE SWITCHES,ELECTRICAL&WEDGE WALL CONSTRUCTION ARE SUPPLIED BY GC)SEE DETAILS LI,J1,GI,D1,AND AI0NAB01 10. ALL OD ORS TO BKNOWLEDEFROM THE INSIDE WITHOUT THE USE OF __ METAL STUDIG.W.B.TO ACCOMMODATE STRUCTURE DEFLECTION. KEY OR SPECIAL KNOWLEDGE. 109E 7$XT$ STL J P-0 STL MANUF MANUF MANUF P-8 - MANUF 109 16 GA CONCEALED PIANO HINGE,DOUBLE LEAF,SCREW DRIVER OPERATED LATCH f '`it. KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE .I WP-1 � SEE PARTITION TYPES FOR WALL CONSTR. 109G T$XT$ III A P-8 HM 1 J1 Hi P-8 - 9 WA NONE MAIN EXIT CONSISTS OF A SINGLE OR PAIR OF DOORS WHERE THERE IS 2X4 WOOD BLOCKING -1 1140L 3'$XT$ WSUL MR A P-11 MTL 2 J3 H3 P-11 - 6 114 KEY#2 RECEIVING AREA EXTERIOR DOOR,PROVIDE PANIC HARDWARE,AND SECURITY ALARM WIRING-SEE HARDWARE SCHEDULE AND DETAIL ON A�ADILY VISIBLE,DURRABLE SIGN ON OR ADJACENT TO THE DOOR ° KCROGUARO CORNER GUARD STATING'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS SCHEDULED BASE 3518'METAL 3' y 114B R3'41'1O'$ POLYMER CELL MANUF 1 12,�• H2 P-9 NA MAN 11 -_NONE EUASON DOOR MOUEL#P1IPLUS-0OLOR#I70 GRAY�JO SCl1FF PLATES UIRED HOURS."(CBC 1003.3.15) SUDS @ 18.O.C. k - "" "' `¢ -' ` " "` E:12. PANIC HARDWARE,WHERE INSTALLED,SHALL COMPLY WITH THE DONT.ACOUSTIC SEALANT BOTH SIDES FIRE 114C NOT USED REQUIREMENTS OF UBC STANDARD 104.THE ACTIVATING MEMBER K SHUTTER CURTAIN [RE SISTANT JOINT SYSTEM AT FIRE RATED PARTITIONS „ w SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES MORE K SIB"GYP.BD. ;,„„ •• ,,.,... w;.„ a, ..._ .,,.• .","..e 'e•..."' SHUTTER RAILS „ 114D 8'$RBgI' STL � R11 STL MANUF ]4 'N4F "F11` MN&1F 114 - T2' OVERHFAODOOR(NOT MOTORIZED). " THAN 441NCHE5 ABOVE THE FLOOR.THE UNLATCHING SHALL NOT TYPICAL PARTITION 116 3'$XT-0' XM A P-11 HM 1 J7 X1 P-11 2 115 KEY#3 ELECTRICAL ROOM-VERIFY REQUIREMENTS. EXCEED I5 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL.(CSC '•, a^`s ,...�,�..,. :ws. a.F �a- a�,,-rs3,,c: a. -:a:ze..�,..a,;a:-tea -ua„�,.. . .�..i�x :::a.�.•o . � ,,a- ,..�:za-ax:.3- ...�._.._.._.v _ APPLY OUNTIN-1PRIOR TO + K4 PARTITION HEAD AND SILL K7 DOOR SCHEDULE GENERAL NOTES' MDUNnNccATE SCALE:1 112"=1"-0"' SCALE: a 18 GA3518 METAL STUD �A.A WHEN THE DOOR IS Fl1LLYOPENED AMINIMUM CLEAR WIDTH OF 36 I-� INCHES IS REQUIRED FOR PASSAGEPERCBCIHB8.1. SEE K4IAA01 FOR HEAD DETAIL SIMILAR SEE(VA-801 FOR HEAD DETAIL SIMILAR SEE K41A-801 FOR HEAD DETAIL SIMILAR SEE KIIA-1301 FOR SEE K4/A-Ml FOR HEAD F g, MAXIMUM EFFORT TOOPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS BACKER ROD 8 SEALANT )" SEE K41AA01 FOR HEAD DETAIL SIMILAR HEAD DETAIL DETAIL WITH NO GWB WITH NO GWB WITH NO GWB B-0'AF.F. t FOR EXTERIOR DOORS AND 5 POUND FOR INTERIOR DOORS. WITH NO GWB MARLITE TRIM EXTEND GYPSUM EXTEND GYPSUM WALLBOARD 'C. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED )_ EXTEND GYPSUM WALLBOARD TO 6' EXTEND GYPSUM WALLBOARD TO S' EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM WALLBOARD TO 6' FULL HEIGHT BETWEEN 301NCHE5 AND 441NCHE6 ABOVE THE FLOOR LATCHING AND ALUMINUM STOREFRONT WALLBOARD FULL J WINDOW SYSTEM `m ABOVE CEILING ABOVE CEILING ABOVE CEILING ABOVE CEILING HEIGHT LOCKING DOORS THAT ARE HAND ACTIVATED AND THAT ARE IN A PATH y, OF TRAVEL SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER -TVPE LINE MARLITE PP-1 BELOW X WOOD CAP HARDWARE,PANIC BARS,PUSH-PULL ACTIVATING BARS,OR OTHER EILING CEILING CEILING CEILING PAINTED CEILING CEILING HARDWARD DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARD. 'F J 1 PLAN DETAIL J D. THE SWEEP PERIOD OF THE DOOR CLOSER SHALL BE ADJUSTED SO THE . XL -- - FROM AN OPENING POSITION OF 70 DEGREES,THE DOOR WILL TAKE AT SCALE 3 =1'-0" # � Q ® �.v. .� - .� ® {r y r n .�Q µ r v `Q .-• ^+ Q LEAST 3 SECONDS TO MOVE TO A POINT 3INCHES FROM THE LATCH, ""`\ . l= MEASURED TO THE LANDING EDGE OF THE DOOR 3518"20 GA METAL �'"-. 3518"20 GA METAL'-, -3 SIB'20 GA METAL STUD`` 20GAMETALSTUD`t 3518'20 GA METAL S7U0°- /3518"20 GAMETAL STUD. `8'20 GA METAL `:� PROVIDE IN CONTRASTING LETTERS OF OR MORE IS "€ T '...". "° E r. STUD ) " STUD - �. Tg __ • ma y+ . • " } '��a�,� 4� ,.4A.' f • PROVIDED AT THE MAIN ENTRY DOORS STATING:"THIS DOOR TO REMAIN _ LINE OF WALL BELOW ""'"f"'�--'`"`"'`¢ `- "'w^` '. 4.C` UNLOCKED DURING BUSINESS HOURS.'__ BRAKE FRONT FILLER OMA7CX g �\ 41M' ;.4718' P•"� 71/4' ,.-:,P•,,s-..,r••�a^••.,'•�„® 471g' 4718' 771{' STOREFRONT ..� f;..'. ,r^3 SA'2 MTL SUDS - �.,,� "�•'""v�..'�'^,�,^. k`k. • , , ,E--,• . _ -.-.I� : ..,�-,..ti,... - <'"^`°"'"r.. FRAMING NOTE. F{ „�" - 3518"20 GA MTL STUDS fR _ 8'20 GA MTL 3TUD3�18'O.C. 35/B" MTL STUDS !'""'"iV2 "8'ZO GA MTL STUDS@IWO.C.F •�` H 3= - 35B'20GAMTLSTUDS@16' a 3518"20GAMTLSTUDS@l8) 16,D.C. s `� lr.•s`^'' 1fi D.C.O.0 Y 3518'20 GA MTL STUD - „ a° On. J „-•,.--,,,,��...f'°�' "518"G.W.B.•-'=✓`- ' °O �«' 518 G.W.B:`ONESIDE 1.ALL METAL STUDS ICBO#ER-0943P STRUCTURAL STEEL - D.C. t -1-w 8W.9. -..,.�.p- a.. r:..v.�`-`� �' FRAMING SYSTEM OR EQUAL. _ V3'PLYdX=9FIEAI AW461D EE 518'M.R.G.W.B.TOILET SIB"M.RG.W.B.TOILET ROOM SIDE '""�-�w•✓�'w--"--d""'"h 5/8 MR.G.W.B.ON TOILET 2,ALL STUD TO STUD CONNECTIONS MINIMUM 4)#10 TEK +� ATTAGFED wRH ffi PAT WAD SCFEEIW ALUMINUM STOREFRONT >' 518 G.W.B.EACH SIDE �"G.W.B. W8"G.W.B.EACH SIDE SW G.W.B.EACH SIDE ROOM SIDE SCREWS(UNLESS OTHERWISE NOTED) ( 'F AT 12'OZ.VERTICALLY TO EACH WALL WINDOW SYSTEM - ROOM SIDE PPA PANEL SYSTEM MITER t` BASE AND FLOORING-SEE FINISH BASE AND FLOORING- FINISH BASE FLOORING- BASE AND FLOORING SEE FINISH BASE AND FLOORING SEE BASE AND FLOORING-SEE BASE AND FLOORINGSEE FINISH Ifi 3.ALL STUD CONSTRUCTION SHALL CONTAIN LATERAL BRACING a STUp.INSTALL HORIZONTALLY WITM BACKSIDE OF PANELS ATTHIS SCHEDULE SCHEDULE FINISH SCHEDULE SCHEDULE - FINISH SCHEDULE FINISH SCHEDULE SCHEDULE WITH SOLID BRIDGING&A MINIMUM OF 18GASOLID RUNNER STAGC£�D T*WT BATTED JOINTS. OUTSIDE CORNER BUTT THE TRACK BRIDGING AT 10'$O.C.ALONG WITH 1 12"X 20GA PANELS WITH NO METAL TRIM '+ SEE K41A-001 FOR BASE SEE K41A-801 FOR BASE SEE K4IAA01 FOR BASE CONDITION SEE K4/A-801 FOR BASE CONDITION 5EE K4IA-601 FOR BASE CONDITION SEE K41A301 FOR BASE SEE K41AA01 FOR BASE P STRIPS ATTATCNED TO EVERY STUD WITH(3)#10 TEK SCREWS 5 ON BOTH SIDES STRAPPING TO START AND END ON SOLID CONDITION CONDITION CONDITION CONDITION 1 HOUR RATED(UL DESIGN NO.U465)IF RATING IS REWIRED 1 HOUR RATED(U.DESIGN NO.U465)IF RATING IS REQUIRED -• 4.CONNECT CTT STUDS O PARCELSLWITH SHOTPiNS AND 20 GA q MIN.CLIPS AT 24"O.C.EACH STUD. ASSHOWN Al ASSHOWN a ASSHOWN A3 AS SHOWN A4 AS SHOWN © AS SHOWN B2 AS SHOWN %Y S.SIB"GYP BOARD TO BE ATTACHED WITH Ite PAN HEAD ,'® N G 412" --- SCREWS AT 12'O.C.VERTICALLY TO EACH WALL D.INSTALL SAME AS A4 WALL HEIGHT SAME AS B WITH MOISTURE RESISTANT }.HORIZONTALLY WITH STAGGERED TIGHT BUTTED JOINTS G t 0 4718' q5 4.7. B1 GWB ON ONE SIDE, uj .:rs +sex.: "u�.ew.v,+..wrz ,s.:� -.- . .. .. r,�.�s.z smcre.. rsr:�-u. •;� m�+s-.. e.,xc - ssa+vv�su-x, - ,^rrr. ._ -, ......._..�.e .� p4f SAME AS B NOT RATED :. xT„ .c.srns^.a"... ..n. .gym --.•. s,•- N '` PLAN DETAIL PARTITION TYPES G 1 SCALE:3"=1'-O" G 4 SCALE:1 1/2"=V-O" SAME AS B1 NOT RATED r — O w ,. :._. .., .,.. _. _ ._ .. -. _. _.. ,..._,.F._...,. .a... _ .._„.- .... ... ., .- _ r;_._ ,s•= ,uvmeeaa» sc.«f - ..ara:,�,.-xa _ - - �ac..., zzn. - y t 'i^ I.fi SEE PARTITION �` I.IJ N O 518"GYP.BD. a BLOTYPCKING Y N BATT INSULATION rr Q F OVER HEAD DOOR 12 1l2' F J 412" 12' LINE OF PP-1 CONNECTION 172 12' W 41 PANEL SYSTEM A / ----CONT.SEALANT W WOOD BLOCKINGAS ALUMINUM STOREFRONT STRUCTURAL BATT/ F ) tr Y REQUIRED WINDOW SYSTEM ,�." BRICK BEARING / INSULATION a LDED METAL to < BACKER ROD&SEALANT BACKER ROD& 5, MTL.STUD _ 5 1�z� SEALANT P.T.WOOD 51B"GYP.BD. a DOORJAMB 57I8" r J 518"GYP.BD. MARLITE TRIM BLOCKING I MTL STUDS LOCKING HG ANCHOR JZ SHIM STRUCTURAL INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION 2X4 WOOD BLOCKING I BRICK BEARING PANELING WHERE - SHIM SEALANT SCHEDULED E \ I BACKER ROD SEE PARTITION TYPE E BACKER ROD AND SEALANT INT.SEALANT& BLOCKING INSTALL WP-1 PRIOR TO GATE �: AND SEALANT BACKER ROD(TYPJ 3' INSTALLATION WELDED METAL MARLITE EDGE FRAME PAINTED P•11 IQ" 12" PIECE 3518'METALSUDS SHUTTER RAILS I .�+ 3 6718"ill DOOR JAMB ANCHOR 5718' 16-O.C. 3 CONT.SEALANT SHATTER CURTAIN I H3 PAINT STEEL ANGLE J3 (TYP) WP-1,INSTALL PRIOR TO MC 12%35 STEEL` I P.T.WOOD P 11 Lv Er : MOUNTING THE GATE KOROGUARD CHANNEL FRAME BLOCKING EXTERIOR HEAD CONDITION EXTERIOR JAMB CONDITION WELDED METAL CORNERGUARD 5: PAINTED P-11 I MC 12X35 STEEL 12' 1'-0" 5718' FRAME PAINTED 5718' 1 D 3518 METAL LL CHANNELFRAME DOOR DOOR m a 12' 1'-0" B 1l4"AT FIR DOORJAMB D a H4 CONT.SEALANT PANTED P•11 J4 O.H.DOOR RAILS ANCHOR J 1 D H1 EXTERIOR HEAD CONDITION EXTERIOR JAMB CONDITION INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION D1PLAN DETAIL r D4 HEAD&JAMB DETAIL w SCALE:3"=1'-0" $ SCALE:3"=1'-0" 1M"TEMPERED 7 HARDWARE SET NUMBER!(FOR ALUMINUM DOOR#100A AND#100B-BY HARDWARE SET NUMBER 5(#106 AND#10T) yA GLASS RITEAID) 1-X PAIR BUTTS,STANLEY 4.12"X4.12"FBB 191XUS 26D 1 CORBIN-RUSSWIN CYLINDER WITH THUMB LATCH 1 CLOSER,CORBIN-RUSSWIN DC 6210 X 689 X M54 N ALL OTHER HARDWARE BY AUTOMATIC SLIDING ENTRANCE DOOR I LOCKSET,CORBIN-RUSSWIN CL 3320 NZD X 626 X 2-314'B.S.(PRIVACY) REVISIONS O O = SUPPLIER 1 WALL BUMPER HB IVES 406-12 X MS X PA 28 C PC1 04-30-07 C 6 6 HARDWARE SET NUMBER 2(0103,#104,#116) t) 1 FLOOR BUMPER 40612 X PA 28 X HEAVES HARDWARE SET NUMBER 6(4101 AND#114A) 0 V WP_i k 5P ® § i7 1-12 PAIR BUTTS,4-1/2 X4-12 STANLEY FES 191 X US 260 NRP 1-%PAIR BUTTS,STANLEY FBB 191 X 4-12'X4-1IT X US 26D X NRP J i 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 3W B.S.(STOREROOM) HOLD OPEN WITH WIND CHAIN Q 5/B"GYP.BD. SHUTTER CURTAIN 1 LOCKMTCH GUARD-IVES L013 US32D JB IVES 115 AND SLEEVE PROTECTORS,THROUGH BOLTED n FLUSH IMPACT FROSTED PLEXIGLASS FLUSH 1 PUSH PLATE-IVES#g2W-8-U532D-0Xi6 DOOR#103 1 THRESHOLD,REESE S-486 AN X 36"X EXP SH 0 MARLITE PP-2,WP-1 _J A B C F _P95 G H iDOOR PULL-IVES#8303&US32D-4X16 DOOR#103 1 SET WEATHER-STRIPPING,REESE-DS78X77 O MEET®CORNER. - - - WF2 - - 1000R VIEWER,STANLEY(MOUNTED 60'A.F.F.) W 1 ALARMED PANIC DEVICE,SERCURITECT MODEL #KAP-T-8 TRIDENT 0 Q US FINISH ETRIM 4 POINT EXIT DOOR LOCK WITH 1 IOV DIRECT POWER SUPPLY.CONTACT TO FINISH } EXTERIOR EXIT DOORS,0101 HARDWARE SET NUMBER 3(#109A,#109B,#114C) AND#114A,ARE TO HAVE 4' HOW D BELLS,ACH NY LOSS11414 SECURITY INC,15&36 CROSS BAY BLOVD, El 31, APPLY MARLITE HOWARD BEACH,NY 11414,PH(800) 548-7488,FX Q1g)32203131, uj B k HEADS ON THE FRAMES. 1FL00R BUMPER 40612XPA 2BXHB•IVFS PRIOR TO MOUNTING BUDIV#OAOL.COM. IS GATE 2" 2 1-12 PAIR BUTTS,412 X 412 STANLEY FBB 191 X US 28D NRP Q 2" 2' OR WIDTH 1CLOSER CORBIN-RUSSWIN DC 621OX 689 X M59 ! SHUTTER RAILS k O WIDTH 1LOCK,CORBIN-RUSSWIN CL 3357 NZD X 626 X 2314'B.S.(STOREROOM) D INSTALL SHIM ON 1 LOCKAATCH GUARD4VE5 LG73 U532D Q BACKSIDE OF TRACK / / HARDWARE SET#7(109D) ABOVE T-1' 1LOCK CORBIN-RUSSWIN#CL;3357NZD X 626 X 2 3W B.S. PROTOTYPE W (STOREROOM) 107 X 163 6'METAL SUDS 18 GA 3 5A METAL ": 1 PAIR BUTTS-312X312"STANLEY F6g191X US 26D.NRP ® F 0. STORE NUMBER �18'O.C. STUD ��.. ® � � HARDWARE SET NUMBER 4(#108) PP-2 TO T-1"AF.F. 7,7 1 FLOOR BUMPER 40612 X PA L X HB-RYES c/� 1-12 PAIR BUTTS,4-12 X 4.12 STANLEY FBB 191 X US 28D HARDWARE SET NUMBER 8(ROOF HATCH,OVERHEAD DOOR CHAIN KEEPER) V ACC 1000R PULL•IVES#8303&U532D-0X18 1 PADLOCK-CORBIN RUSSWIN#1C PL5180 WD PROJECT NUMBER ROLLING GRILLE BREAKAWAY PANEL ISIMPLEX L-1000 SERIES PUSHBUTTON LOCK A,. FWPD0001 J MODEL#LR1021C260 O A a D E FRAME FRAME 1 CLOSER CORBIN-RUSSWIN DC 6200 X 689 XM54 a O O e _ _ O A801 AlPLAN DETAIL q A DOOR AND FRAME TYPES 4 1 HARDWARE SETS SCALE:3"=1'-0"' f� 4 SCALE:1/4"=1'-0" A SCALE: NO SCALE _ 1 2 3 4. ... . 5 e.,�__ _6... ,.a. 7 .. 8 9 ,.._,_g. 10 1 11 12 13 �,. ,4 15 16 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 'KEYED NOTES: s 1O INSIDE FACE OF GLAZING TO BE COATED WITH WF-1 aO 1'CLEAR INSULATED GLAZING. M TEMPERED CLEAR GLASS AS SUPPLIED BY THE G.C. eCS EXTERIOR ALUMINUM STOREFRONT SYSTEM. SF-1 2852 Kelvin Avenue Irvine,CA 92614 O SURROUND FRAME WITH BACKER ROD 3 SEALANT. 949.753.7676 T AN 949.753.7678 F O INTERIOR ALUMINUM STOREFRONT SYSTEM. 3 8 SF-2 wdp m artners.co CONTINUOUS INSULATED ALUMINUM MULLION CLAMP W/CONCEALED r' 0 FASTENERSFINISHED TO MATCH FRAME. OBULLET RESISTANT DRIVE THRU WINDOW UNIT-SUPPLIED AND Atlanta 8 INSTALLED BY DIEBOLD(RITE AID)•G.C.TO VERIFY MOUNTING HEIGHT Boston WITH MANUFACTURER AND LOCAL ACCESSIBILITY CODES.G.C.TO Chicago L a COORDINATE WITH THE MANUFACTURER SF3 L Columbus Dal as si Y'0 Los Angeles AUTOMATIC SLIDING DOOR SEE DOOR SCHEDULE. _'. Miami v ip DOOR TRANSOM PROVIDED BY DOOR MANUFACTURE. Sacramento 11 INSIDE FACE OF GLAZING TO BE COATED WITH WF-3 IF REQUESTED OR a, APPROVED BY RITE AID REGIONAL CONSTRUCTION MANAGER t1 K ` K' L a y 10'-912"UNIT T3112'UNIT rt J 3'-711T T-612' , Y-712 3-734" 3-7 3/4* 6 ti 6 u ' tr 114' 4'-1112' 114' 17-0" 1/4" LA112' 114' UNIT UNR v 0 0 0 0 0 3'S 12" E.Q. E.Q E.Q. E.Q. E.O. '.a _ E.Q. E.0 (: CL UNR y 6 5 + `• 5 6 5 r L,i n O O O 2"(TYP) i N O 0 2'(TYP) ' 6 2 si °7 Y B 2 3 0 0 0 0 0 3 O 2'(TYP) r(TYP) r O C r ❑ H H '4- 0 0 0 13/4" 'q� w 0 0 E $ 3 ` z ❑ - 6 O 0 0 O = 6IP x FINISH z FLOOR [= O s M N > L0 O O O O O O � C'4 uj oQ �±� INTERIOR GLAZING TYPES 0 O W U W LV Z F f F' J J 194^M.O. 18146"M.O. Y W k�* 18'-710 UNIT 1/4' W t 19" 19'-312'UNIT rt rt rt rL rt rt rt rt rt rt 3'3IW T.2114' T-2114' 3'-21/4' X-21/4' 33114" T-1- T-1- 3-1- Y-1- 3.1' 3'•1' Q 4 5 3 4 5 f J 16.21M" oil: 0 0 0 1�1 0 lc�) 2"(TYP) M.O. 114' 16'-1314" 114' g 412" UNIT 412" F E ? ¢ 5-2114" 5-012' 5'.219' E 5 F § !7 a it s Go 7 FINISH s D FLOOR 1 4 e iµ. 14'-0'M.O. 1/4' REVISIONS C 9-11314" 6-11 314" 174Y UNIT a C:P ED. EQ. E0. EQ � ri 114" 3'$12" 14' 114" 2 11 2 11 _ UNIT 10 5 UNR p S. E3 o ti 2(TYP) ^ 00 ° f- � 0 m rr 2 rt rt i 0 W 2.PP) s7 'f B Y ` O $ 0 0 O 0 1 314' 0 ^ To El B- b Tn 2 ❑ El © L/ Y 5 4 4 5 $+ 5 v O 0 0 0 _ PROTOTYPE fi F tv FINISH 107 X 163 LL � -, r FLOOR STORE NUMBER 9 - OA O O OO VI PROJECT NUMBER O y x A RAIPD0001 A ❑ � Z A802 A3EXTERIOR GLAZING TYPES SCALE: 114 =1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 . . .. - .. ...,- sa-,�.e.�._... .-_F. �._ -...v..as. ___._e_._.,._-s;;.; -• .. - - ,s,fsm< - -. _.. ,. ..,..,,-u...,n aR,..aa� ....,.�.., w -... a s.ax,.� .-, --,� .,.n. .- a 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 KEY MANUFACTURER DESCRIPTION PRODUCT COLOR DIMENSION LOCATION ADDITIONAL INFORMATION & r; ACA ACOUSTIC CEILING ARMSTRONG GEORGIAN(763) AXIOM ICI',PS GRID:PRELUDEXL I5116^ 2'X4' DROP DISC OVER WAKING AREA,GENERAL i VENDOR 1 VENDOR 1 N w W AC•2 ACOUSTICCEILING ARMSTRONG GEORGIAR WDEXL(183) PRE 15116'-TILE AND GRID TO BE PANTED P-2 7X/'MO VENDOR 4 AC3 ACRYLIC LENSE ALP LIGHTING COMPONENTS ALP45A UT%12'X tl2'WHITE PANEL 23314"X47314" ers AC4 ACOUSDCCEILING ARMSTRONG CLEAN ROOM VL(870) GRID:PRELUDE XL 15116' 7X4' HAND DIP VENDOR 1 C-1 CARPET MATWORKS MW#13440DO-144000MI STEADFAST GRAY 17ROLL PHARMACY WAITING AREA VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. 2852 Kelvin Avenue C-2 WALK-OFF MAT MATWORKS STICKS&STONES Ir X18"X318' VESTIBULE VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. Irvine,CA 92614 T C3 ANTI-FATIGUE MAT MATWORKS PREFERENCE EZE COLOR:SILVER 18'XI8"X3N' PHARMACY VENDOR 23 PROVIDED BY FINE AID INSTALLED BY G.C. 949.753.7678F C71..; -,CERAIAIC.TILE,.— .DAL7ILEO1.I11C..,-"^-�, -.,. .CERAMICTILE._._ IERBASERIESASPEN#}5251GR0Uf:IFC-0pA9REAN.GRAY � -^,,. .r--• .r"„ „�^«a.. „--,«k. ,8'rB'., ,,._- �•� -AE@TROOAIS�. VENDOR 22 3B•RADIUSCOVE BASE P-3689 �. CT-2 CERAMICTILE B&W CERAMIC TILE SM19T,WHITE - 6'X6' MEZZARINE D7 z•»^wm Dt `. ".,,•✓- `. „J`•. ''•s,„r •.„,..r .*' -.. e..f ,» � `«.,, .. .:,`w..,�.• ,.»- ., VENDOR 34 REFER TO ARCHITECTURAL DETAIL ON A102 i to RF4- -NESILTEWFLDORING POLYflOR- "�PONARAII8IBY<w w. ..MppLE....�+' PXMMAxY.:�. O RF-2 RESILIENT FLOORING ARMSTRONG TRANSLATIONS A34882 WHEAT ('$"XT7-0" PHOTO VENDOR 2 Boston VENDOR 2 Boston RF3 RESILIENT FLOORING ARMSTRONG MFDINTECH TANDEM 81497 BRUSHED SAND e'4CX77-0" HAND DIP � � Chicago L VCT-1 VINYL COMPOSRION TILE ARMSTRONG 51873 BRUSHEDSAND IT 12" GENERAL FLOORING VENDOR 2 NOTE:QUARTER TURN INSTALLATION;REFER TO ARCHITECTURAL DETAIL ON A102 L'' Columbus VCT-2 VINYL COMPOSITION TILE ARMSTRONG 51839 FORTRESS WHITE 12'X12" COSMETICS VENDOR 2 NOTE.QUARTER TURN INSTALLATION;REFER TO ARCHITECTURAL DETAIL ON A702 Dallas Los Angeles VCT3 VINYL COMPOSITION TILE ARMSTRONG 518D5 CAMEL BEIGE 12'X 12" RESTROOMS VENDOR 2 NOTE:QUARTER TURN INSTALLATION;REFER TO ARCHITECTURAL DETAIL ON A-102 Miami Sacramento SC-1 SEALEDCONCRETE SONNEBORN WATER-BASED XURENSEALACUWRE BACKOF HOUSE,STOCK ROOM J TS-1 RESILIENT FLOOR TO CARPET TRANSITION JOHNSONTE CTA21)C PHARMACY VENWR NOTE:VERIFY ALL FLOORING HEIGHTS PRIOR TO ORDERING TRANSITION STRIPS 2 O TS3 NOTUSED t TS3 VCTTO RESILIENT FLOOR JOFPNSONITE CTA20A PHARMACY VENDOR 22 Z TS4 CARPET TO SEALED CONCRETE JOHNSONITE CTA2DJ CONSULTATION AND RECEYING VENDOR 122 ~ TS5 VCT TORESIUENT FLOOR JOHNSONITE CTA-2DA PHOTO AREA VENDOR 22 CB-1 SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE FIXTURES VENDOR 22 tl K w K y' CB-2 COVE BASE JOHNSONITE VINYL 20 CHARCOAL 4' GENERAL VENDOR 22 CB-3 DOVE BASE JOHNSONTTE VINYL 130 SISAL 4' RESTROOMS VENDOR 22 CRA CHAIRRAIL RESIN-ART FLEXIBLE MOLDING#T-VM2B7 PAINTED P-10 11118'c3K1Y WAITING AND CONSULTATION VENDOR 25 CHAIR RAILTO BE MOUNTED 32"AFFTO CENTER THE CHAIR RAIL SHOULD BE INSTALLEDTHEN PAINTED. FRP-1 FIBERGLAS REINFORCED PANEL MARUTE SYMMETRIX SYM G118 C44 COLOR:ALMOND 4'X8' RESTROGMS VENDOR 24 VENDOR 24 FRP-2 FIBERGLAS REINFORCED PANEL MARLITE FRP P-118 COLOR ALMOND 4'X8' JANITOR SUPPLIES �FRP-3 FIBERGLAS FIBERGLAS REINFORCED PANEL MARLITE FRP P-151 COLORUGHT GRAY 4'X8' HAND DIP VENDOR 24 PP-1 PREFINISHED PANEL MARLTTE OONNECTIONS44 TOP:PL3(1'4'HIGH)BASE:PL WITH-1 19"NARROW REVEALS ON HORIZONTAL B 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 RASUPPUED 1'BUMPERAT4117AFF AND T BUMPER BETWEEN LAMINATE DOLOR BREAKS.COLOR SW-7082 PP-2 PREFIMSHEDPANEL MARLITE PLANK GLAZE:PLK 193 RAWLINS IIII XB'-0'HX 114"T GENERAL VENDOR 24 J WP-1 WALL PAPER IKDROGUARO CORNER GUARD KOROSEAL 582"1 AND 875 NAVAJO WHITE(WALL PAPERY K4 BALSA(RAWC01RACG)(CORNER GUARD)PRODUCE SPECIFIED FOR RITE AID 541 PHARMACY VENDOR 21 INSTALL DnUDED CORNER GUARD FROM FLOORTO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS. .� VENDOR 21 YVP-2 WALL PAPFURIKOROGUARDCORNER GUARD KOROSEAL CHIMAYO SERIES #C521-27,MAZE. 30 YARD ROLL CONSULTATION ROOM INSTALL KOROGUARD CORNER GUARD G315,COLOR SILKWORM XK47 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS WP-3 WALL PAPER KOROGUARD CORNER GUARD KOROSEAL CHIMAYO SERIES #G521-84,CACTUS. 1In.30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARDCORNERGUARD um COLORS81(WORM#K-47 FROM FLOORTOCBUNG 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 ig. P-2 PAINT SHERWINWILLIAMS SEE SPECIFICATIONS RACW5787 LT GREEN FINISH:SEE SPECIFICATIONS GENERAL,BULKHEAD VENDOR 28 P3 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SWOM OPEN SEAS FINISH:SEE SPECIFICATIONS PERIMETER STRIPE LytnR L28J yI P4 PAINT SHERWINWIUUAMS SEE SPECIFICATIONS SM811 HONORABLE BLUE FINISH:SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 128 P-5 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACM16 BURGUNDY FINISH:SEE SPECIFICATIONS PHOTO VENDOR 28 P-0 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SWO424TANSYGREEN FINISH:SEE SPECIFICATIONS PHARMACY WANING VENDOR 28 P-7 NOTUSED y� H P3 PAINT SHERWINWILLIAMS SEE SPECIFICATIONS SW7012 CREAMY FINISH:SEE SPECIFICATIONS PHARMACY,BACK OF HOUSE VENDOR 28 H" a I- P4I PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SWIM LIGHT FRENCH GRAY FINISH:SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 28 R P-19 PHM MERVNNVMu" SEEWECSLCNIMM BV&i%WGEL FBBSH'.SEESPECF1AMRS METALROLLOW,COREDOORS VENDOR 1281 P-11 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6124 CARDBOARD FINISH:SEE SPECIFICATIONS EXTERIORSERVICE,DOORS VENDOR 28 P-12 PRIMER ZINSSER OR KILZ 3HIELDZ UNIVERSAL ON ORIGINAL PRIMER GENERAL,UNDER WALL COVERINGS P-13 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW638D 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 SY4110 STEADY BROWN FINISH:SEE SPECIFICATIONS EXTERIOR VENDOR 26 /\ Ln P-18 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW8107 NOMADIC DESERT FINISH:SEE SPECIFICATIONS EXTERIOR LnEqLj28j N LY). G PL-1 LAMINATE WILSONART 466160 IRON LEGACY FINISH:TEXTURED(FOR REFERENCE ON FILL STATION BASE G 0 C7 PL3 NOT USED Q PL3 LAMINATE WILSONART 417D 60 BEIGE PAMPAS FINISH:TEXTURED(FOR REFERENCE ONLY). P DROP OFF AND PICK UP 4W/yy V PL4 LAMINATE WILSONART 176360 BRUNE SIATE FINISH:TEXTURED PHOTO&CHECK OUT,ALL COUNTERS C) LL PL,5 NOT USED O �Wy Q IL-6 NOT USED �Z/;� L,fi PL-7 LAMINATE WILSONART 79" SANIBEL MAPLE FINISH:TEXTURED(FOR REFERENCE ONLY). NOT USED - W V, O PL3 LAMINATE PIONITE WW791S HARD ROCK MAPLE FINISH:TEXTURED(FOR REFERENCE ONLY). PHOTO&CASHWRAP r ,:• Z PL-0 NOT USED '^ PL-10 NOT USED Q V, .� F PL-11 NOT USED "'� LU F W PL-12 LAMINATE NEVAMAR WZ3001T XANADUBLUEBAMBOO FINISH:TEXTURED(FORREFERENCE ONLY). T� W VSF STOREFRDNTSYSTEM KAWNEER TRIFAB451T ANODIZED ALUMINUM(CENTER PLANE GLASS). EXTERIOR VENDOR 20 rySTOREFRONT SYSTEM KAWNEER TRIFAB 4W ANODIZED ALUMINUM(CENTER RMIE GLASS). INTERIOR VENDOR 20 {; c� SF-3STOREFRONT SYSTEM DIEBOLD 121-73 BULLET RESISTANT VISION WINDOW WITH TRANSACTION DRAWER PHARMACY VENDOR 10 `Y r J 0 'dFROSTED WINDOW FILM SCOTCHCAL 7725.324 FROSTED CRYSTAL GENERAL FROSTED PLE%IGLAS PLEXIGIAS P-95 FROSTED PLEXIGLASS 1M' CONSULATON FROSTED ONE SIDE STARLITESL-180 INTEROR GLAZING TYPE'A'AND"E" VENDOR N.T.A:VERIFYWfTH RITE AIDRCM IF WINDOW FILM IS REWIRED. oWINDOWFILNI SUNSCAPE SELECT SRSS220J0(18ED ONLY AT DRIVE-THRU. - :ODD G E E' 1w z STN-1 STONEVEENER EL DORADO LIMESTONE PASADENA EXTERIOR WALLS ".. CMU-1 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 8•XB•X1S" BUILDING BASE VENDOR 14 VENDOR 14 G CMU-2 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER i SCORE COLOR SMOOTH EARTH TONE 21 4'XB'X16" BUILDING BASE(DRNETHRU) I I RESTROOM PARTITION ALTERNATE ONE SANTANAPLASTICPRODUCTS HINY HIDERS COLOR:MOONLIGHT RESTROOMS VENDOR 29 W-1 RESTROOM PARTITION ALTERNATE TWO HADRIAN SOLID PLASTIC COLOR:185 OYSTER SPECKLE RESTROOMS VENDOR 17 a D MP-1 PREANISHED PANEL CITADEL ENVELOPE 2000 PANEL COLOR SHASTA WHITE REVEAL COLOR CLEAR ANODIZED DRY FIT SYSTEM,IN'REVEAL ENTRANCE FACADE VENDOR 12 ALTERNATE:ATAS OMEGA LITE PANEL D w MP-2 PRERNISHED PANEL CITADEL ENVELOPE 2000 PANEL COLOR BLUE REVEAL COLOR REFLEX BLUE DRY PIT SYSTEM,IIY REVEAL ENTRANCE FACADE LytjaR Ll2 ALTERNATE:ATAS OMEGA LITE PANEL z a SFT-1 SOFFIT BERRIDGE FW-12 COLOR SHASTA WHITE WITH GROOVES 12'WXI.SD CANOPY SOFFIT ALTERNATE:ATAS(BONE WHITE) 0 VENDOR 3 CP-i COPING AS EDGE LOCK FASCIA COLOR MEDIUM BRONZE COPING OVER BRICK VENDOR 3 CP-2 COPING ATAS EDGE LOCK FASCIA COLOR BONE WHITE ENTRANCE FACADE w CP3 COPING ATAS EDGE LOCK FASCIA COLOR:REFER BLUE DRIVE THRUI ENTRANCE CANOPY VENDOR 3 D STOREFRONT/GLASSING SCHEDULE SCALE: NONE N Ns FINISH MATERIAL SCHEDULE' MASONRY SCHEDULE,ANDS REVISIONS c r+::: 0 HDI 05-16-07 o 4 0 E3 El gdI � ❑ B' ❑ B13 Y PROTOTYPE U) ? 107 X 163 W STORE NUMBER WD PROJECT NUMBER A RAIPD0001 W A A803 CIO 1 2 3 _ 4 5 6 7 8 9 10 11 12 13 14 15 16 �n�. � �. _ ___ _ � ..- �R., •�. __ -.-.mow. 1 2 3 4 5 B 7 6 9 10 11 12 13 14 15 16 5 AQUASTAT BY DIV.15 TO CONTROL OPERATION - F `GENERAL NOTES: K OF DCP-1,PUMP ON AT �: > A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS r 130°F,PUMP OFF AT 145'F - DESIGNATION DCP-1 WITH FREEZERICOOLER SUPPLIER WIRE BY TYPE INLINE CIRCULATOR (= M 145'F TO 3 COMPARTMENT :B. SEE SHEET MEP-101 FOR ADDITIONAL MECHANICAL,PLUMBING AND M DIV 18 SINK AND JAN SINK ELECTRICAL INFORMATION. PiNers 112"DHWR TEMP RELIEF BTU CONSTRUCTION ALL BRONZE C. COORDINATE WITH CIVIL DOCUMENTS FOR SREILTILTNES. TO CAPACITY 2 GPM @ 6 FT.OF HD 2852 Kelvin Avenue LAVATORIES FIXTURE TANK VALVE INPUT KEYED NOTES Irvine,CA 92614 S SIZE ENT LVG PSIG VOLTS PHASE MANUFACTURER MODELNUMBER REMARKS MAX.TEMP.(-F) .225 949.753.7676T N WORKING PRESSURE(PSI) 125 949.753.7678 F N,O GAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED 3/4"VACUUM RELIEF SEE DETAIL At ON THIS SHEET MOTOR(WATTS) 41 BY LOCAL GAS UTILITY PROVIDER.PROVIDE SCHEDULE 40 BLACK STEEL wdpartnem.com qo - VALVE,200 PSI,ANSI HWH-1 40 GAL 55 145 125 120 1 65.000 BRADFORD-WHITE M-2-XR504T6FBN FOR ADDITIONAL INFORMATION. GAS DISTRIBUTION SYSTEM AS SHOWN.PROVIDE DIRT LEG,GAS COCK, 221.22,WATTS MODEL ELEC.CHARA. IPHIHZ) 115/1/60 AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT a = MN-36 OR EQUAL.6"ABOVE FLANGES 3/4"NPT MANUFACTURER. nrP-t TANK WATER LEVEL. .. DESIGN BASED ON BELL&GOSSET r O 1-10 WATER ENTRY INTO BUILDING,PROVIDE WATER METER,REDUCED Atlanta MODEL NBF-9U _ 2 PRESSURE PRINCIPLE BACKFLOW PREVENTION,314'NON-POTABLE Boston IRRIGATION LINE,AND SUB-METER UNDER STAIRWELL.REFER TO DETAIL Chimgo L _ P TYPE'B'VENT Et00N SHEET P202. L ' Columbus UP THROUGH ROOF I" 'O 4"SANI7ARY SERVICE TO BUILDING Dallas b 3 Los Angeles c DCW NIT USED Miami _ SUPPLY �� GAS FIRED WATER HEATER SCHEDULE �� RECIRCULATING PUMP SCHEDULE DCP 1 O Sacmmento t PIPE 1-1/L"PVC DRAIN LINES FROM COOLERSIFREEZERS TO STAND TEMPERATURE EXPANSION TANK FOR POTABLE „s SCALE N.T S SCALE N T.S. O p . ,.,,_•-•�..... x.:,:..:rs e��.wN..�.�:c�:.T.S...°�.'�.ca.:"zscs+s c.' rac"s. .. - - ----a'-saxes' '-- ,,• am; "�;•s,P-' '- sms'•.. --..a.a N.T.S. �-.aas�raau..-.uue+xu pip REFER TO DETAIL K10N SHEET P201 AND PRESSURE ° "`"'-" } RELIEF VALVE WATERNSF E,MIN.MIN.3.1 GAL. € _O PIPE SILVER RECOVERY DISCHARGE TO SUPPLIES SINK P-TRAP.REFER TANK ACCEPTANCE E,W WATTS GAL i' TO DETAIL HI ON SHEET P202. ACCEPTANCE,WATTS _ 5 DET-12 OR APPROVED EQUAL _ O PROVIDE HOSE 8188.COORDINATE LOCATION WITH RITE AID BEFORE CONNECTING EXPANSION 7 FIONSTR XTURE SCHEDULE. REFER TO SHEET P202 FOR PLUMBING a PIPE RELIEF VALVE + a- 6' - :.r:. DN T04"ABOVE TANKTO SYSTEM,ADJUST AIR e: f'O 10"STORM SERVICE TOBULIDING.REFERTOSHEET MEP701 FOR �( FLOOD RIM ON HWHA PRECHARGE TO WATER STATIC P.S.I.: - ADDITIONAL STORM DRAINAGE INFORMATION. K•' JANITORS SINK. SYSTEM PRESSURE. ,.,¢�, RESIDUAL P.S.I.: - II—tI TEMP G.P.M.FLOWED: _ U MANUFACTURER SIZE MODEL NUMBER REMARKS k; DRAIN THERMOSTATIC MXING DATE. VALVE-MY,SEE SPARCO AQUAMIX SO 120 1/2"NPT AM 100C THERMOSTATIC MIXING VALVES SMALL MEET LOCATION: - SCHEDULE. OR EXCEED ANSIIASSE 1017 STANDARD AND SHALL HAVE ANTI SCALD PROTECTION FLOW TESTED BY: - Z: ELEVATION: - NOTE:HYDRANT FLOW TEST HAS BEEN REQUESTED FROM 28.0 10 GAGE GALVANIZED 'PLACE WATER COMPANY/AUTHORITY NAME HERE. J p 2•DEEP STEEL DRAIN PAN. J k -_ -'�...xx::^ atrw::.. ^aua.xe�.u.�aa. aamr .zY.^..• 'mi -.w. :...�. ^.5..- ..tT.s;�•,..w.i..«.axe��sw.- 4 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. f NORTH v N M K J H G F D C B7 B.2 B.1 B A PROJECT H WHEN INSTALLING H&CW PI IN H ON EXTERIOR WALL,PLUMB NG COR1 PIPING ON INTERIOR S DE I I-STORM DN' NA P201 Al2 I ( I I INSULATION IN STUD WALL I —— ———P201 OCUMENTS. CTU CONNECT 1 12"�ENTUP 3'STORM UP UNDERSLAB,1 TO ROOF DRAIN1YPH&CWDI,T SEE MEP 101.F ;s2- 3f4 t40 4.2 , - ° - — 4.0 W 0 - --- - - -- -- - - - - - - --- - > c� UNDERS I I - 3.8 — _ ---- 1urV_——— —— .� I N-------------------- 22 G — — — -- - 3.8 L' G C3 1 'HW REC T OVERFLOW STIXtM UP 'K�. TO ROOF DRAIN. I l ( lu I 1 1R"V U I' 3'STORM DN IN TE ✓ I REFER TO SH FROM CDV. HS WICIVIL AND AR -'> 3'STORM UP 3.6 Q LL lI� 3/4"CW 1 CWF TRAP DOCUMENTS. TO ROOF DRAIN. O W _I TO HOSE BIBB. I PRI DERSLAB 1 l I I I T RSINKAND \ I SEE MEP t01 v Q ,=n 4• I TU 1WCWTO I - 3.4 Il,J (n O Ir ` ND DIPPER WEL 4.C e I T STORM ON COORDINATE H W Z I TYPE W/CIVILAND ARCHITECTURAL FFJ .., DOCUMENTS. � LL � J F W F 4"S NSERVICE ® TO"j'-0"FROM BUILDINGI W q p® l aj III l I to J E l l E`; I I aw CONE I y. 'STORM UP +A 0 IN. = 1e I ( I v. 6 EMEP 101.El l I I I I - \� I III x I I > D W STORM DN 2 ; C O O R b I N AT E l - I r _ — _—I—_—_ ��— — — — — — — -r — — — — — — T — — — — — q. W/CIVIFF l I 1"COND I" NO I . DOCU ANTS. 11/Y A7R SERVICE ❑ J s TO 5' FROM BUILDING. l j' 1.8 I 1"CONDENSATE I= �j REVISIONS s GAS F D WH- DOWN IN WALL. C MOUN DONA DISCHARGE PLATREFEEPE RABOVE'SS". i I I INDIRECT TO MOP i I I I I I C; ❑ PC1 04-16-07 ARCHTURAL AND El HD1 OS-16-07 ,_I, AL DRAWINGSFOR TING l 's Z INFORMATION I I I ; CV - - — El 4"CDV - - ❑ ❑ El - — -- — -- —T-- ------T — ' di: -FROM EDGE FRM EDGE 4'CDV ROM EDGE v El TTV O UP IN WALL I 314'OCW I `OF COOLER FS OF COOLERFS OF COOLER FS I LEGEND B, Z B _ VARIES REFER TO DETAIL KI ON SHEET P- 1. Ol - 7 XB BALL VALVE W^ k I -J Li 0— ELBOW UP 1.0 - 10'STORM(18,835 SQ.FT.) o I HB 10"sTORM(12,ISS 4'ST UP UP HORMLII1655 SO.m) �� T o NG o.. -.o -, ...� .,o L - 1.6 ELBOW DOWN PROTOTYPE TO 5'-0"FAOM BUILDING. I O I 11 TO ROdF DRAIN. >.r^�.. -.�.-f'�-`...✓• `..-^°�.✓m...r.... +„,w..�",.,.,�.,.+�✓a...+' �- FLOW ARROW O SEE ME 101. DRAIN COOLER CON ENSATE TO FLOOR SINK r' —_— 107 X 163 REFER TO DETAIL KI ON SHEET P201. 4 COLD WATER STORE NUMBER .",.v ..;",,.,w•,......se^s a...,....s"a.s'-,..r•� s": —__— HOTWATER - Q ' r., T REFERTOCIWLDRAWINGS ST IBUPFOR COO CONDEN8ATE. WD PROJECT NUMBER _2 REFER TO DETAIL K7 ON SHEET MI. ( I I I I FOR DRAINAGE. I I //AL'�\ /\ I '? --- HOT RECIRCULATING A RgIPD0001 L�L A X I I o o O FIXTURESANITAR r 1� s :,..-,ems'-,�.v�=mc:.-...�. sm=;e.N�....sa.-,..c.«+-."..x�w-�.-.rsra� - - .:.... ., .maaw, -: es:��...-�;,�•.„ _... _ ...." _ _ _ lxruRE SYMBOL P 101 P �� PLUMBING FLOOR PLAN Y THERMOSTATIC MIXING VALVE r SCALE: 1/8"=1'-0" 6 . 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7s 8 9 10 71 12 13 14 15 16 �--w�..,...r..-.-a'^w^ar-w-••+'-or^..�.✓`-°.�°k �°e.+�^^t+.!^4r�'^✓"�.-°•.+^s.^.w.^'^.r�^°--,^x!'.,".^�..".,v'°r.a-°e,r*.r°.<t--,,,� HD GENERAL LAYOUT OF DRAIN STUB POSITIONS: -PROVIDE MINIMUM ONE DRAIN FOR EVERY TWO CASES. F N M .DO NOT PLACE DRAIN WITHIN 18"L OR R OF CENTER OF CASE.AO NOT PLACE ORAINUNDER CASE END OR INSULATED PARTITION. F------ -- - --- ------------------ Mers UR 2852 Kelvin Avenue _\ I Irvine,CA 92614 " 949 75 COPPER COLD WATER { \� I FD I D � 949.753.7878E SUPPLY. COUNTER LEVEL S1 _ 1 r 3"WASTE ON 21NCH AIR GAP &; RGAP _ _ 1J 'I / ,1@"V UP 1 1!2"V UP wtlpartners.com BETWEEN CASE AND WALL I;; rill4, L LAV I L — — — PROVIDE BALL VALVE STAINLESS STEEL 1 — -- Atlanta REFRIGERATION CONTRACTOR TO PROVIDE Y- FOR CW SUPPLY DIPPERWELL.PROVIDE 11R'W Boston CONDENSATE PIPING TO FLOOR DRAINISINK(3). ,: SHUT-OFF. COPPER DRAIN LINE OUTLINE OF COOLER Chicago L gg TO4"BELOW RIM 3/4"DHW I L Columbus g - OFDIPPERWELL. 'ty—V Della. 4°SAN I Los Angeles V TYPE"M OR"C _------ r V Miami <Z COPPER DRAIN LINE Sacramento �TO 2'ABOVE FLOOR IL SINK r. RGAP -'O �- - Vic FLOOR SINK I L I I�- LAV 114'TYPE'K"OR"r 0--- COPPER COLD WATER _I L——— I ' K s SUPPLY UNDER SLAB. / - - K --- r i I n COOLER DRAINAGE DETAIL DIPPER WELL DETAIL W SCALE NTS �6 SCALE: NTS _ n _ v ---:�-�sm..c�s�., sc,�z„`-_..' ."s ��,easr..;:.s�.x.-:az aa.;av;.r� .._.... ._,,.:mruxa�-.ae�€v�ass -_„....,�.... _., _.,„ __._•-°- u. a� £ jZ9£lj — -- —J<� t �L J _ I �I STAND PIPES STUBBED I I L----� -- ----- t— = - —-- I UP FOR COOLER DRAINS I0�1£1 --� ¢ I 3 9l J CONNECTTO I M J 3"V.T.R. <I I \ I I - �I i mf O Zf \\\ \ I 4"COMBINATION DRAIN&VENT SHOWN FOR > I _M T____T__ _ i I OPTIONAL / \\ 3 Z£ i I H I Ewc i I 0 \ \\ Fs I I I I _N NT WF \\\ 21rr�,,1T DRAINANDVE V �> ( �� 4CDV I\\.�2, T__ 117�/L 4"CDv --I -- MI=' BS Lf 11651£�j I16SL£(ILS(£1 tom;, I 'W W PS I I I I I \/�/ I �-112' I __L__ __�__�__ I I I O 4 � 11 T T1 I I COLn /i'V Av I I I��III 1r I r 4 cgv z �� i I I N G CONNECTTO I I O I I I I I I G SANITARYMAIN I ®112" I I I I i ❑ I I I I rV COORDINATE WITH 2. I I I FD I 'Q+ CIVIL DRAWINGS LAV I I I I I O 0 Z£ 0 Z£ U 9 L I I I N V 4 I 3i G) � a 112'HW REGRC. Q LL~LL S1 O 4 I I m 3M"110'DHW 314"DHW Q '_^ T UR `` /I I ` VDCW W V/ O 4" WCy 4"SAW I.1.1 F _o 3"vrR i F J II.I F1 WASTE&VENT ISOMETRIC � WATER AND SANITARY PIPE PLAN FOR ICE CREAM STATION � ---_ T WIT W] I I I K c, SCALE:NTS 1'-0 SCALE:1/4"= " I =-••a-��-.- ,... - - �>s, � -._. _ ... -._ 4 ��—� COVER FOR o7URE USE. I I � J -- I—� CONNECT 2"V UP I " It —-'( I ill'DCW ON IN WALL I ^ E- E -- - ---- WF I 3< P 314"H&DCW 4'ROOF RD1 I I ❑ / DN TO MOP SINK DRAIN,TYP. r WASTE ON ' I t 1f2"V UP /- RD1 314'DCW/ qa TMV--.-- /' In I DIPPERWELL RDi 11P ✓ s i VI I TMV J \ n"HW RECIRC D HB 33 12" ! 6. I D �' - �`\ R DIPPERWELL� RD+ &g I L — C k — (85CFH) WH-1 HS 3l4"DHW l `` RD1 B" L--_—_---_—_—_ -J TP W WH-1 ` ✓-' `��\\\` 112"HW RECIRC `/ 10" 3l4"140°DHW \ * BUILDING HAS OVERFLOW SCUPPERS 1"DCW 314" ` I I -��- � I i REVISIONS C 11T / `\. C ❑ HD1 05-16-07 El �V TMV � 1yP I UH(WCFH) L� CLEW OUT r -112'DCW J �/ �/ 3'4• " e W �- l�\ FLOOR SLAB o "`YYY 0 0 o� �12' 13 LAV I � 34'NG 'SEE CIVIL DRAWINGS 51 I FOR CONTINUATION, m. — — —C— _ — L — 2 E EP UP. ROOF. I Q UR V J �F-SEE NEP101. ad PROTOTYPE WC +("STORM 1 j 107 X i63 FROM BUILDING I 21f2"NG(1018CFH) 210 NO(933CFH) I n COORDINATE WITH STORE NUMBER Z Z CIVIL DRAWINGS J I o _WD PROJECT NUMBER a� RAIPD(((, �T2 A r J F- a Z w P2�� § AlDOMESTIC WATER ISOMETRIC /� RAIN LEADER RISER DIAGRAM ; DOMESTIC WATER AND SANITARY PIPE PLAN SCALE:NTS A SCALE:NTS AlASCALE.1/4"=1'-0" " 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 - ..a,.et...,..,. .zx.-a•.... a:_r.....�:,: +ey'whG�i;.h"5 Mi 9eae�. �k. v�:t-.ni--c..Si.C..NNA=::.:. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C G M "" p artners � z e 2852 Kelvin Avenue - Irvine,CA 92614 949.753.7676 T 4; 949.753.7878 F s wdPartners.Com Atlanta PLUMBING MATERIAL SCHEDULE k Boston 1. r� Chicago L I 1' L Columbus COLD WATER HOT WATER & BUILDING WALL Dallas PIPING CONDENSATE +'- Los Angeles MATERIAL ABV. BEL. ABV. BEL. WASTE VENT DRAIN GAS REMARK Miami S GRND GRND GRND GRND �= Sacramento CASTIRON ). (NO HUB) • • O O O BLACK STEEL O O O O (SCH-40) • 2 3 4 B GALVANIZED STEEL (SCH.40) ®O© ALL EXTERIOR EXPOSED PIPING SHALL • • O O© BE PAINTED.COORDINATE WITH TOR1PE ALL EXTERIOR EXPOSED PIPING SHALL ° ARCHITECTURAL DRAWINGS. K T COPPER BE PAINTED.COORDINATE WITH K. SINK OR TYPE"L' • • O O® ARCHITECTURAL DRAWINGS. LV UNDERSIDE OF ROOF LAVATORY SINK COPPER ( AT WALE PENETRATION SLEEVE EXTERIOR AS SHOWN TYPE"M" • O O® SHUT-OFF LOCATED K BUILDING WALL N PLANS. ABSTAILPIECE (SCBS OI OI 4O®© (TY) 5; SERVICE,REGULATOR ME TER AND ALL ABOVE CEILING GAS COCK P ASSOCIATED VALVES AND FITTINGS BY UNION NUTB N PIPE SILVER RECOVERY _ PVC - t }� O O O©© PLUGGED TEE UNION LOCAL GAS UTILITY Y COMPANY. BAFFLE TEE DISCHARGE TO SUPPLIES SINK (SCH.40) I �. P-TRAP TO A MAXIMUM OF 16' CPVC SAFE TALPEECE AFF. (540) OI OLO©© t~ INTERIOR STUD WALL ROOFTOP SHORT PIECE NOTES: GAS PIPING UNIT C GAS CHROME PLATED PROVIDE INCREASER WHERE METER PROVIDE INSULATION REQUIRED TO MATCH SINK FITTING 1.ALL PLASTIC PIPING OF ANY KIND AND APPLICATION CAN BE USED ONLY PER K; BRASS TUBE ON PIPING. TO RECEIVE SIZE. HOME DEPOT SPECIFICATIONS AND CITY APPROVAL. GAS PRESSURE REGULATORS rt J SUPPORT METER AND PIPING J CONDENSATE. r 2.ALL UNDERGROUND METALLIC PIPING SHALL BE FACTORY WRAPPED AND BACKFILL WITH 6"SAND ALL AROUND THE PIPE. E AS REQUIRED BY LOCAL GAS e' IN 3.THREADED MALLEABLE IRON FITTINGS. UTILITY COMPANY. 314E COLD WATERO WHERE CONDENSATE DRAIN DOES NOT EXCEED 3/4"PIPE SIZE,USE A BRANCH - INTERIOR PARTITION. 4.PER IAPMO LATEST STANDARDS. ROOF CURB TAILPIECE SIMILAR TO DEARBORN 814 SERIES AND CONNECT THE CONDENSATE DRIP LEG a HOSE BIBB PROVIDE UL APPROVED FIRE RATED CAULKING FOR 1-HR AND 2-HR LINE TO THE BRANCH WITH A PIECE OF RUBBER OR PLASTIC HOSE CLAMPED A7 5. PROVIDE WATER TIGHT SLEEVE {. BOTH ENDS. ASSEMBLY PENETRATION. AT WALL PENETRATION. GRADE 6.PROVIDE METALLIC PIPING WITH UL APPROVED CAULKING FOR 1-HR AND 2-HR ASSEMBLY PENETRATION. THIS DETAIL IS SHOWN FOR ROOF TOP UNITS. THE GAS CONNECTION FOR UH4 IS SIMILAR. S c PF H H; Y SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL Q GAS PIPING CONNECTION DETAIL GAS SERVICE ENTRANCE DETAIL HOSE BIBB DETAIL H 1 SCALE: NTS H SCALE: NITS H V SCALE:NTS H 12 SCALE: NITS _ H 1 5 SCALE:TUTS �. � S W � PLUMBING FIXTURE SCHEDULE — — — NOTES TO ARCHITECT!ENGINEER > LO 1"NON-POTABLE REDUCED PRESSURE PRINCIPLE y. N BACKFLOW PREVENTER WITH TO IRRIGATION SU& G SYSTEM / M ETER SHUT-OFF VALVES AND STRAINER G 1, IRRIGATION SYSTEM TO BE PROVIDED ONLY WHEN REQUESTED BY RTTE " Q FIXTURE DESCRIPTION CW HW SAN VENT MANUFACTURER MODEL NUMBER REMARKS AID. DESIGN SYSTEM TO COMPLY WITH LOCAL REQUIREMENTS. 'Q FAUCET-AMERICANAMARILIS HERITAGE MODEL M6802.000.PROVIDE WNYALLHANGER. WATER METER AND SETTING IN W y LAV LAVATORY 12' 12" 1-112' 1-12' AMERICAN STANDARD REGALYN 4859.008 CONFIRM ADA COMPLIANCE WITH ARCHITECT AND LOCAL CODES.SUPPLIED AND ACCORDANCE WITH REGULATIONS Q [L INSTALLED BY G.C. OF LOCAL WATER AUTHORITY. \_ O PRESSURE REDUCING VALVE u T L/ Lu SEAT:SOLID PLASTIC BEMIS MODEL 69400C SUPPLY SEAT COVER DISPENSERS USED WHEN REQUIRED BY 1-1/2" 2 LL WC WATER 1/2' - 4' 2" AMERICANSTANDARD CADET2377.100 BOBRICKMODEL116-221FOREACHWATERCLOSET.SUPPLIEDANDINSTALLEDBYG.C.. WATERAUTHORITY �WATERSERVICE W O V-5"TO RIM.PROVIDE WITH FLUSH VALVE AND WALL HANGER SUPPLIED AND INSTALLED 1 1/2"DCW .. . W Z UR URINAL 1" - 2" 1-12' AMERICANSTANDARD ALLBROOK8541.132 BYG.C,. MAR Y N F SS SERVICE SINK 2" 2" 3" 2" FIAT MSB2424 W/830.M SERVICE FAUCET,HOSE AND HOSE BRACKET AND MOP HOLDER MODEL#88966 — — / — NOTES TO ARCHITECT/ENGINEER F J J BYG.C. — W BALL TYPE SHUT- 42'AFF. PRESS' OFF VALVE,TYP. L CHECK WITH LOCAL WATER AL HORFIY FOR REDUCED PRESSURE ZONE FAUCET ELKAY MODEL MU0=4122 GLACE 3 Q) W PS PHARMACY SINK 12^ - 1-112' 1-12" DAYTON D11721 SUPPLIED AND INSTALLED BY G.C_ OR BACKFLOW REQUIREMENTS ON WATER SUPPLY. V BOLT ANCHOR ': Q FAUCET-ELKAY NLK-2432BH 8"O.C.,6"SWING SPOUT,2.5 GPM AERATOR,AX-35L BASKET PLATE TO FLOOR 81 LOUNGE SINK 10 12' 1-112' 1-114' DAYTON D11721 STRAINER.SUPPLIED AND INSTALLED BY G.C.. z. PIPE STAND r J k PURE WATER COOLER WgtC4180 CUP HOLDER SUPPLIED AND INSTALLED BY G.C.SHALL PROVIDE 1DCW CONNECTION.DRAIN NOT REQUIRED FOR UNIT,BUT PROVIDE WALL WF WATER COOLER 1/2' - - I-1M' VERTEX PWC1070F 2° DRAIN 22"AFF WITH ZURN Z1441 WALL CLEANOUT ACCESS COVER FOR FUTURE USE,*SEE NOTE TO ENGINEER S'S" )` E -112' EWC ELECT.WATER COOLER 12' - 1-114' ELKAY ELKAY 4FZ3-8 WALL MOUNT,BARRIER ACCESS FREE,SELF CLOSING EASY TOUCH CONTROLS. Es": SEE NOTE TO ENGINEER. ADJUSTABLE NIKALOY STRAINER FO FLOORDRAIN - 31 JOSAM SERIES 30DOA :ODD WATER SERVICE ENTRANCE DETAIL FS FLOOR SINK _ g• J.R.SMITH 3140-12 12'FLAT STRAINER 72DO SERIES DEEP SEAL P-TRAP E10 SCALE: NTS f.,,s^^^°°.r^o.+.,r"*r.mar°.mC*w".,.'..yrw^°.. ,,r+^'-Er-i€^•.r'v°°'v'ti e 77�`-^kr a r' a H6 WALL HYDRANT 314^ _ - WOODFORD ry70,4• FROST PROOF,CHROME FINISH,LOOSE KEY STOPS ALL WATER LINES SHALL BE INSULATED " CAST BRONZE,AMITSIPHON,SERVES UP TO(2)FLOOR DRAINS REFER TO SPEC SECTION 15080 !. _ TP TRAP PRIMER 1/2^ _ - PRECISION PLUMBING PRODUCTS MP2-50O D D„ SUPPLIED WITH ADVANCED TABOO FAUCET MODEL K-50.THE SINK AND FAUCET SHALL BE a��'E INCOMING DOW " )- S2 SUPPLIES SINK 12" 112' 112E 1112' ADVANCED TABCO DI-1-2012 SUPPLIED AND INSTALLED BY G.C..SEE SILVER RECOVERY DISCHARGE SINK DETAIL. F fOD°NW TO LAVATORIES+—I'� N ., 4 3/4'THERMOSTATIC MIXING VALVE IN 4 RDi ROOF DRAIN - - - - JOSAM 21500-3-23 Y HEAT TRAP t ACCORDANCE WITH ASSE 1016.SET TO 100°F I ('OMIT ON WH-2) RD2 OVERFLOW ROOF DRAIN - - - - JOSAM 215003.23 OVERFLOW DRAIN I F� E INCOMING DCW ) HAND SINK SHOWN ON FLOOR PLAN IS PART OF S3 PROVIDED 8Y G.C.. f- THERMOMETER S3 3COMPARTMENT SINK 12" 12' 2' 112E - RELIEFVALVE.ROUTE I WELDED STEEL EXPANSION TANK W/ t` cE REVISIONS ////�� FULL SIZE TO SERVICE POLYPROPYLENE LINING,FDA ' Cn PC1 04-30-07 V/ C w SINK OR STANDPIPE APPROVED FOR DOMESTIC WATERS 0 SERVICE.PRECHARGE TANK TO MATCH °^ O WATER PRESSURE AS PER TANK ❑ C81 05-04-07 SEE ARCHITECTURAL HWH1 MANUFACTURER t? 0 HDt 05-76-07 DRAWINGS r FOR WALL CONSTRUCTION SEISMIC SUPPORT SECURE ti ?: COLD WATER SERVICE Q (SET HEATER FOR 120°F.) `� o COPPER OR CPVC DRAIN k ' El LINES FROM DRIP PAN 7 B 4"HIGH LIP,GALVANIZED AND RELIEF VALVE- STEEL DRIP PAN.PANTO ROUTE THROUGH ' B' BE2"WIDERTHAN EXTERIOR WALL BEHIND El WATER HEATER DIAMETER, BUILDING AND PROVIDEEl WATERTIGHT SLEEVE IN .' PENETRATION. 111 (CHECK WITH LOCAL CODE I.iJ REQUIREMENTS) PROTOTYPE STRUCTURAL SUPPORT 107 X 163 REFER TO SHEET A702. [1 STORE NUMBER j WD PROJECT NUMBER RAIPD0001 A A .� P 2 0 2 a ELECTRIC WATER HEATER SCHEDULE WATER HEATER DETAIL FOR HWH-1 Al SCALE: NTS 1 O 1 2 3 4 5 6 7 8 9 10 11 12 13 14°'vW 15 16 ... -... .-.. -...: 14 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. M MECHANICAL CONTRACTOR SHALL REFER TO ROOF PLAN ON MEP101 FOR M ry partners SCOPE OF ROOF WORK C. ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM OF WHY 2852 Kelvin Avenue AWAY FROM ANY EXHAUST DUCT,BLOWER DISCHARGE,PLUMBING VENT,ETC. Irvine,CA 92614 949.753.7676 T h D. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS REFER TO DETAIL 949.753.7678 F _ F91M-201.OUTSIDE AIR IMAKE TO BE SAD FOR A 100%OF OUTSIDE AIR FOR ECONOMIZER SYSTEMS Wdpartners.wrn WORK TO BE GALVANIZED SHEET METAL.E. ALL SUPPLY B RETURN DUCT s-. COOLING I HEATING PROGRAM INTERNALLY LINE SUPPLY FOR FIRST ITTFEET FROM UNIT ORAS SHOWN, EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WYTH 2'DUCT Atlanta _. COOLING WRAP.REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. Boston :; OCCUPIED IS A.M.-10 P.M.) UNOCCUPIED(10 P-M.-8 A.M.) F. PROVIDE FLUE THRU ROOF(WITH WEATHER CAP)FOR GAS FIRED UNIT Chicago L 1)SALES 73'F 1)SALES 79'F TEATER(IFAPPUCABLE),REFERTO D13M7-201. L Columbus 2)PHARMACY& 2)PHARMACY& G. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. Dallas y PATIENT WAITING 72'F PATIENT WAITING 79'F Los Angeles P> 3)RECEIVING 76'F 3)RECEIVING 79'F H. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 6'-0'.USE ONLY ON Miami FINAL SUPPLY AIR RUN-OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, AND 3'4Y FROM THE RETURN AIR GRILLE TO THE DUCTWORK FOR BOTH Sacramento CASES 90 DEG.TURNS ARE NOT ALLOWED-OFFSET ANGLES SHALL BE KEPT HEATING TO A MINIMUM.REFER TO BRANCH DUCT SIZE CHART ON L14IM-301 FOR OCCUPIED(8 A.M.-10 P.M.) UNOCCUPIED(10 P.M.-8AM.) SIZING BRANCH DUCTS. 1)SALES 70'F 1)SALES 62'F I. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. ENTHEATER 68'F HEATTEROE 50°F J. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB,PRCH POCKET AND 2)PHARMACY& 2)PHARMY& PIPE CURB DETAILS. PATIENT WAITING 72'F PATIENACT WAITING 62°F K ALL NON-AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT K 3)RECEIVING 68'F 3)RECEIVING 62'F PIPING SHALL BE FURNISHED BY RITE AID. K L. PAINT THE INTERIOR SURFACE OUDUCTS WHERE VISIBLE THROUGH GRILLES,DIFFUSERS,ETC.,WITH FLAT,T1TM PRECT TO METALS BLACK PAINT. , �-''.'-. .*s-_-•.,,... .., M.,r �' ".« � F. M. NEWENERGY MANAGEMENT SYSTEM(EMS)SHALL BE PROADEDAND K12 COOLING/ HEATING PROGRAM N NSTALLEDBVRITEAID EMS SYSTEM USED WILL BEJOHNSON CONTROLS SCALE N.T.S. "METASYS SYSTEM'. :.,ca ..<eur-an.°zs.�.a. ,.r-:.^za,M:smess;�, aaa�..s..ereva�s�v�..* .was.�.c�����-,sm...m-. ,�z-•s::z srso-e._.-.•.me�ss°.axr - � --�z�a._ ..-�.m.rasz�ts•r" _ a�-s gym,..,m.rss.rr^.ess..a.�cuvze*..e N. MECHANICAL CONTRACTOR 70 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 RESTRANTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL(SHL)"A','B",o'C'OF THE SEISMIC RESTRAINT MANUAL:GUIDELINES FOR MECHANICAL SYSTEMS,DATED 1998,PUBLISHED j BY THE SHEET METALAND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION,INC.(SMACNA)AND IN ACCORDANCE WITH YOUR LOCAL CODES.(UMC,BOLA,BOCCI) L NORTH KEYED NOTES: PROJECT N M K J H G F D C B.7 B.2 B.1 8 A O PROVIDE PACKAGED ROOFTOP UNIT WITH GAS HEAT.INSTALL UNIT ON AN €. INSULATED EQUIPMENT CONDURB.ENSATE COOK.INATEOF 'MOM ITTTOWASTRUCTURAL HE DRAWINGS.PIPE CONDENSATEAMIN.OF B'-0'ROM UNIT TOWARDS THE I I NEAREST ROOF DRAIN.SEE ROOF PLAN ON SHEET MEP-101.REFER TO I I 1 1 I I t I I F9IM.201. R PROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA 1 I I I I I I LOCATED ABOVE THE PHARMACY. I I i II w 3 11ENOTEMPEAATURE SENSOR.10-MOUI4TE0 MT TS7-1. ATIONS SHOWN. r--- III 4.2 y® PROVIDE EXHAUST FANS EF-1{2.PROVIDE WITH DIIY AT SCONNECT SWITCH. ______________ F ---------------- - --- ---- --- --------- --- h SUSPEND TAN FROM STRUCTURE WITH 3l8"THREADED RODS WITH o _-_ ---_ " VIBRATION ISOLATORS.INTERLOCK OPERATION WITH THE EMS SYSTEM. I ]50 I I I 40 `. p I SOS PROVIDE.112'ST .NARY EXHAUST LOUVER EQUAL TO GREENHECK 4.0 EF-2 EDJ-202.PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED W 17 C) 1 14 - - `. ` `II`�II IIE 3.9 PLENUM WITH 6HEETMETALBEPARA70R E 14x8 T 38 O PROVIDE GAS FIRED UNIT HEATER.PROVIDE UNIT WITH VENT KIT UP TO LO 4'0 100 CFM A 400 a ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER G I ® B =__ I AGi r �S•0 I I e♦) `� , I`�\t{\� MANUFACTURERS INSTALLATION INSTRUCTIONS.SUSPEND UNIT FROM G,' L❑i 1 as 1 YII, STRUCTURE WITH&8"THREADED RODS AND VIBRATION ISOLATORS.SEE x', I 10"0 m A. ° �� II`Ix I SCHEDULE,SHEET M301.COORDINATE EXACT LOCATION WITH ARCHITECT. 5 1010 I I -CORK e e / ig ` I I 1 xO EMS CONTROL PANEL.COORDINATE LOCATION WITH ELECTRICAL PANELS, Q fV 01\; LL EF•1 I , �, DUCT MOUNTED SMOKE DETECTORS.DETECTORS PROVIDED BY g. O W ELECTRICAL CONTRACTOR,INSTALLED IN DUCTWORK BY MECHANICAL T 150 >` 350 I V CONTRACTOR.COORDINATE WITH ELECTRICAL DRAWINGS. W i/•� O 3 ®I o 4\ �e 9 NOT USED. L� L�; O 3.3 -- 3.3 -------I�--- T RTU-2 B S E 4� 6 S II O NOT USED. r uj Z tOX6 GRILLE 1 I ;L I i I li 1It I 14x28 SA W �/ II� i 10 LL CIO TYPICAL FOR(1 �'- I xx1 14x28 36x16 22x14 12z14 I F �� ( I ( I \ 2N12 x 36x16 28A5 II1 I I \ 2K18 18x14 I °11 iSX12 RETURN DUCT.SEE A31M101 FOR CONTINUATION. IF J 7 1 O I I I® N I I x�I I 12x36 RA I q i uj 12 ROUTE 12X6 DUCT THRU BEAM CUTS TO SERVE PHARMACY. r W x x1 I EAO I i i A x xx I I S 3D0 I O RTU-1 S ( II V 13 CONDENSING UNIT(CU-1)AND EQUIPMENT PAD ON ROOF.SEE ROOF PLAN u. I i?K6 u 8 A ® A F, ON SHEET MEP-101. Q A 3fa RTU-2 INSULATE REFRIGERANT LINES FROM AGi TO CU-1,RUN AS HIGH AS _--__ - -_ _ _ _-----_ _ -l�x�- _ _ -_ 3,Q 14 POSSIBLE.CONTRACTOR TO VERIFY SIZE FOR LENGTH OF RUN AND RISE _ J ------ ---' 12x6 1 11 ii v/- fit _ V/ y/ l;, PER MANUFACTURER'S SPECIFICATIONS.REFRIGERANTUNE6 SHALL BE O I---- - ---_ I ( ii 44 16 I I 44x16 II 15 BRAZED. ® Y=+:. 2.8 �� 6 SUSPEND AC-1 FROM DECK USING 318"THREADED ROD.PROVIDE(2)NUTS TO I i I i I I' f I I I I THE UNDER SIDE OF UNIT TO SECURE UNIT.INSTALL AS PER MANUFACTURERS SPECIFICATIONS. - _ GOWN TO d I I I I LSO EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND E 2.8 ppAR 2.8 I I I rn 16 PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT.MOUNT E 7YP.FOR(3) I 126 12 T j L`. ON WALL B'-0"AF.F.IN A 2'x4"JUNCTION BOX COORDINATE EXACT LOCATION , i 18 I I I I I WITHARCHITECT AND MECHANICAL CONTRACTOR. , 2 I ®I ® ® ® 77 ROUTE I"COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT ®/ O i I I I tI1 ® F e I ® ® A sO STOREROOM.REFER TO DRAWING P-101. TYPIICAL FORL 3}--/ 16X12 1 ¢ i I i m 18z12 I .I. 1 S MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR ( �- GRILLE I i i I iiii I W I I AGI AND CU-1.ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE ° m W. I I EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. TYPICAL FOR(1) =__ 1B10DN RTD-3 _ ____________ 2 3 y. 2.0 -- - 2.0 ----- ---- - - -------- ---- ------ -------- -- - - ---- CONSULTATION 14X14 GRILL 8'6 2.0 D E 8"0 DOWN TO TYPICAL FORT) -_ I 2 ® � _�_-_-_ I $ 12 12 e 3Zx14 D S 2x36 RA itxA crvzl )' BXB GRIL 8 __ 14x12 LIT IMcE I 15D 14x28 SA ,}x ,{" I 16x12 PALLET urvbmc TYPICAL FOR RTW 12x6 RTU-3 A I ,I' I - 4 I UP �� 2z12 I I E 1�"jf71SA e W A 14x10 4X14 GRILLE 1 I i8A71 RA 0 z' TYPICAL FOR(1) 12x72 I 24zi4 I S® 3E I 34x14 4Ox18 i M I J 1 I I I I I 8 5 I I REVISIONS C TYPICALFQ (I I I I WALL PANEL KEY: C: o l I I I I I I 0 O I I I 14x14 1 10x14 x. ) DUCTWORKWI LINING UH-1 qEl I I I I I I *� DUCTWORK r O I I ( m ( I r VOLUME DAMPER ❑ ¢ 0 I I ii n® ,I. ® 7 3A5 ® 3A 3A I E El TURNING VANESEl g I 1 II 1 1 El Z �UH-1 ° I II0 I " I ° ° I " I 1I��-1 FLEXIBLE CONNECTION B 0 L I__ $ I I I Tl+rir+++L++7 FLEXIBLE DUCT B 1.0 - _ ,.. ® SUPPLY AIR DIFFUSER li I I I I 0 0 0- o. 0 RETURN AIR GRILLELw J ® EXHAUST AIR GRILLE PROTOTYPE Q 107 X 163 U Sti QT THERMOSTAT �r STORE NUMBER I I I I I I Q TEMPERATURE SENSOR o o { DUCT MOUNTED SMOKE DEFECTOR f WD PROJECT NUMBER � A, RAIPDD001 A DUCT TAP WIVOLUME DAMPER 11 P;F A DIFFU6ERTYPE LIU 375 CFMQUANnn M ■ O CC AlMECH" PLAN A Q MECHANICAL PLAN 1 SCALE: 118"=1'-0" rA%7 SCALE: 1/8"=1'-0" 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 i 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 n. s BURGLAR BAR INSERTS: - AS MANUFCTURED BY MICROMETL OR EQUAL. ' M s BAR IS I2'COLD ROLLED STEEL @I D.C. M1 paPfn ers 2852 Kelvin Avenue Trans.CA 92614 s 949 753.7676 T BURGLAR BARS:1-12' 949.753.7678 F 1' ANGLE IRON FRAME WITH ,< wdpar6iers.com 12"RFBAR @ 8-O.C. *. II o i? ROOF CURB y O ROOF CURB Atlanta o Boston ? Chicago L b III �' L` Columbus Dallas J,0 g Los Angeles LaiV�l morn, p 4' Saaamen[o O RETURN AIR OPENING Rg RETURN AIR OPENING F SUPPLY AIR OPENING SUPPLY AIR OPENING '•� K K NOTE: NOTE: •MANUFACTURER SHALL PROVIDE BURGLAR •MANUFACTURER SHALL PROVIDE BURGLAR $�. BARS IN THE SUPPLY AND RETURN BARS IN THE SUPPLY AND RETURN w DUCT OPENINGS IN CURB WITH F DUCT OPENINGS IN CURB WITH Y UNIT SIZE SPECIFIC ARRANGEMENT. UN IT SIZE SPECIFIC ARRANGEMENT. •CONTRACTOR MUST COORDINATE et •CONTRACTOR MUST COORDINATE ROOF CURBS WITH SITE SPECIFIC ROOF CURBS WITH SITE SPECIFIC R MANUFACTURERS REQUIREMENTS MANUFACTURERS REQUIREMENTS � s n ROOFTOP UNIT CURB DETAIL(YORK) 1 3 ROOFTOP UNIT CURB DETAIL(CARRIER) 3` 7 SCALE N.T.S. SCALE:N.T.S. }}. 4 g y H g§ H'� OSA INTAKE WITH ECONOMIZER SEE NOTE 3 I. CONTROLS SEE MANUFACTURER F OVER 60" t) FOR EXACT CONFIGURATION MAX 60" GAILV- j< HANGER THREADED _ PROVIDE FACTORY CURB R HANGERROD WA3URGLM BARS,CAM& EXTEND CONDENSATE P FLASHING SEE ARCH.DETAIL BURGLAR BARS*67M�IN "MIN.TOWARDS HANGER W CD DRAIN '.• STRAP m > Lo A ROOF UNISTRUTOR (V G R i 1 ANGLE IRON� G 0 1 uj N Q NOTES: Q IL CU 1"SOUNDUNING IN I.ON DUCTS OVER 48'WIDE,BOTTOM SHALL BE BRACED BY ANGLE.FOR CROSS SECTION AREA MORE Q OO /�y SUPPLY&RETURN N(TP) THAN 8 SQ.FT.,DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. y y„ S 2.CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. Lu (n O #. 3.SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA L 1 4.PROVIDE SEISMIC BRACING WHERE REQUIRED BY CODE,ORDINANCES,ETC. •• Z `. NOTES: F 9 A 4; FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201-K4,S201-G4,S201-D4,5201-A4,S201-A7,S201-D1,5201-A1. � F� W W �, Cn ROOFTOP UNIT DETAIL F13 DUCT HANGING DETAIL � � Q r 7 SCALE: N T 3. SCALE:N T S. r J Y= VENT(FLUE EXHAUST) TERMINAL(FACTORY SUPPLIED) 4=, 'CATEGORY 3"VENT PIPE(FIELD /ETYPICAL CU KSUPPLIED) } SEAL WITH HIGH TEMPERATURE SILICONESEALANTSUPPLIED E WITH THE KITODD A I 1 COMBUSTION AIR INLET _ SECURE UNITES PAD )D0000(XX (FACTORY SUPPLIED SCREUSINWS. S.TYPICAL STEEL O INSULATED ) SCCREWS.TYPICAL FOR(6) REFRIGERANT LINES f• FLASHING(ROOFING s ( I CONTRACTOR.) K Y-V MINIMUM D D CARRIER PLASTIC 2"HIGH TOTALINE PAD ! �/ ROOF F t: ONE LAYER OF P ROOFING MEMBRANE I I CONCENTRIC ADAPTER BOX(FACTORY SUPPLIED) 'CATEGORY3'VENT NOTES: V PIPE(FIELD SUPPLIED) I 'CATEGORY 3'COMBUSTION AIR V PIPE(FIELD SUPPLIED) REVISIONS C FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201-K4,S201-04.S201-D4,S201-A4,S201-A7,8201-Di,S201,A1. C zEl : v.,�=w=-.. �v.w:�m,-v: ,.�,-u�.w,�.:.--.��•aw�<,,..=ws,�-uw. ...,:.�- _s.<m�:.s-s.;.�.::xi:. - .. -He�4xiaurmw-�.«�,�.;-e-�».� C9CONDENSING UNIT DETAIL(CU-1) 1 CONCENTRIC GAS VENT DETAIL(UH 1) o L+7 SCALE NTS. SCALE: N.T.S. El 13 SECURE TO PIPE WITH GALVINIZED STRAPS AND B IS S.S.SCREWS Lu ROOFTOP ❑ UNIT El EXTEND B'-0"MIN. TOWARDS ROOF DRAIN J PROTOTYPE Q PIPE PIER AS 107 X 163 MANUFACTURED �r BY ERICO > ROOF CURBSTORE NUMBER F, WD PROJECT NUMBER PROVIDE PROTECTION A` RAIPD0001 A X PAD UNDER PIER CLEAN 011f(CO) L) Lu M201 CONDENSATE DRAIN DETAIL A13SCALE:N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 u. ._ 1 2. - 3 4 5 6 7 8 9 10 11 12 13 14 15 16 r. INDOOR UNIT CONDENSER UNIT ELECTRICAL ELECTRICAL 1.ROOFTOP UNITS(RTU); DUCT SIZE CFM RANGE M A.M UPON A SIGNAL FROM THE EMS,THE RTU SHALL START,HENCEFORTH,BE IN OPERATION z w partners 24 HOURS A DAY,7 DAYS A WEEK. g cai ,� N i w i z 5 w < m 6'0 0-1DO CFM 2852 Kelvin Avenue 1.00CUPIED:THE RTU SUPPLY FAN SHALL RUN CONTINUOUSLY.THE OUTDOOR AIR co w F g p1 w > Zi `¢° ¢ Irvine,CA 92614 1T DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION.IN THE HEATING MODE, c w p o m = o y Zi _ 0 1 E o _ 8'0 101-250 CFM THE RTU SHALL MAINTAIN OCCUPANCY TEMPERATURE SET POINTS.IN THE COOLING m a �' < 949.75D676T MODE,THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL a 10"0 251-400 CFM 949.7537678 F A AG-1/CU-1 MANAGERS 40KMO018 17,900 16,800 690 208 1 80 38QRF078 .8 20 2D8 1 60 13.0 1,2,3 1,2,3,4,5,E OPERATE IN SEQUENCE TO MAINTAIN OCCUPANCY SET POINTS.THE UNITS HEATING OFFICE 12"0 401-BOO CFM - wdpartners.com AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN ATTHE SAME TIME AND A (5)MINUTE(ADJ.)TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING REMARKS; ACCESSORIES 14^0 801-1000 CFM TO COOLING FUNCTION(OR ACE-VERSA).THE UNIT SHALL BE EQUIPPED WITH A HOT 1. UNIT SELECTION BASED ON CARRIER.ACCEPTABLE MANUFACTURER IS 1.ISOLATION RELAY. GAS BY-PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, a MITSUBISHI MODEL iIPLAAIBAAHIPUZ-AIBNHA HEAT PUMP. 2.CRANKCASE HEATER. Atlanta CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS 3.LOW AMBIENT CONTROL AND WINTER START. - MANUFACTURED BY CARRIER PART P142;l830. 4.WIND RAFFLE. Boston 2.UNOCCUPIED:THE RTU SUPPLY FAN SHALL RUN INTERMITTENTLY.THE OUTDOOR AIR %: ^� 5.INDOOR GRILLE MODEL 340KMC9D06. L Chicago L DAMPER SHALL GOTO THE MINIMUM VENTILATION POSITION.IN THE HEATING MODE, s 6.WIRED THERMOSTAT M#33MC-URC. Columbus THE RTU SHALL MAINTAIN UNOCCUPIED TEMPERATURE SET POINTS.IN THE COOLING 8 L Dallas MODE,THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL e H p �. - - ,: ,«z*».rv. mW- .mrs�vc.«aEs- ,, ` Losi Angeles OPERATE IN SEQUENCE TO MAINTAIN UNOCCUPIED SET POINTS.THE UNITS HEATING - -'�`'F' " -'�'�4�"'���''""""�"`�'x'�`" '"'�-III'`¢'`"``'$"`-' "' ' "' - '-- ''" � - z- --- ��" AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND F. DUCTLESS SPLIT HEAT PUMP SCHEDULE A BRANCH DUCT SIZE CHART ;; Miami (5)MINUTE(ADJ.)TIME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING R �F SCALE N^T.S. TO COOLING FUNCTION(OR VICE-VERSA).THE UNIT SHALL BE EQUIPPED WITH A HOT r' V SCALE: N.T.S. GAS BY-PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, A .•=+*s+- ' CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. =---.".•"" 3.WHEN THE OUTDOOR AIR IS SUITABLE FOR COOLING AS DETERMINED BY THE RETURN AND OUTDOOR AIR ENTHALPY SENSORS,THERETURN 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 (NC)SIZE K IFCOMPARATIVEENTHALPYLOGICALLOWS,TOMAINTAINDISCHARGEAR TAG TYPE VGLUM= FRAME STYLE MATERIAL FINISH MAX SOUND PRESSURE MANUFACTURER MODEL No. REMARKS K'. TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. 1 CONTROL FACE NECK DROP B.SAFETIES: A SUPPLY DIFFUSER DUCT 24X24 O ® STEEL O 30 .06 TITUS TMSA O 1.UPON ACTIVATION OF THE RTU DUCT SMOKE L CLOSE. OR(S),THE SUPPLY FAN SHALL R SUPPLY DIFFUSER DUCT 12X12 O ® STEEL O 30 .03 TITUS 7MSA O STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. C RETURN GRILLE DUCT 24X24 20X20 LAY-IN STEEL O 25 .04 TITUS 5DF-C O C.ALARMS: F 1.THE FOLLOWING CONDITIONS SHALL GENERATE AN AUDIBLE/VISUAL ALARM AT THE k D EXHAUST GRILLE OBD 12X12 O 4O STEEL 25 .02 TINS SDF-C 3O CONTROL PANEL AND AT THE FACILITIES MANAGERS OFFICE. E SUPPLY GRILLE OBD O O SURFACE STEEL (D30 .04 TITUS 350R a.RTU COMMON"TROUBLE"ALARM. b.LOSS OF AIR FLOW. F RETURN GRILLE OBD (D2O ® STEEL O 25 .02 TITUS 50E-C D.THE OPPERATION OF EXHAUST FANS EF-12 SHALL 8E INTERLOCKED WITH THE s G SUPPLY DIFFUSER DUCT 24)(24 O LAY-IN STEEL 3O 25 .70 ACCUTHERM THERMAFUSER-TF-HC O OPERATION OF RTU-2 R P REMARKS: 8 o-: X 1. REFER TO BRANCH DUCT SIZE CHART 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. 2. SIZE AS NOTED ON PLAN 5 2-WAY THROW AWAY FROM LIGHT. P , � 3WHITE UNLESS OTHERWISE NOTED (DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) D H,V H H1 SEQUENCE OF OPERATION u Q AIR DEVICE SCHEDULE SCALE: N.T.S. I7 v SCALE: N.T.S. LU cn HEATER FAN MOTOR > LO //yy N GAS(MBH) w G MOUNTING MANUFACTURER FLUE WT. G 0 TAG CFM KW INPUT CUTFUT V PH HZ HP V PH HZ RPM HEIGHT AND MODEL NO. LOCATION SIZE LBS REMARKS UH-1 630 N/A 46 37.3 NIA NIA NIA 1115 115 1 fi0 1550 12' REZNCR UDAP-45 RECEIVING AREA q^ g0 1.2N� Yr SOW REMARKS; 2 LL 1.SUSPEND FROM STRUCTURE USING}-THREADED RODS AND VIBRATION ISOLATORS. 2.PROVIDE UNIT WITH VENT KIT. W Z � Y N F J .J , F W W gi UNIT HEATER SCHEDULE 8 SCALE: N.T.S. �$ J r ELECTRICAL DATA S.P.IN HPI CONTROL a TAG CFM WG. WATTS RPM V PH HZ SERVICE MANUFACTURER AND MODEL NO. REMARKS - E 8 EF-1 300 .125 144W 1350 120 1 60 EMS RESTROOMS GREENHECKCSP-A890 1,2,3 E EF-2 300 .125 144W 1350 120 1 60 EMS LOUNGE GREENHECK CSP-A390 1,2,3 REMARKS: 1.PROVIDE WITH UNIT MOUNTED SPEED CONTROLLER. A 2.PROVIDE WITH DISCONNECT SWRCH. E 3.SUSPEND FROM STRUCTURE USING 318"THREADED RODS AND VIBRATION ISOLATORS. p D '< EXHAUST FAN SCHEDULE D8 SCALE: N.T.S. REVISIONS C f C i, SUPPLY FAN tVAPORATOR CON.SECT NATURAL GAS HEATING 0 e AIR INPUT OUTPUT OUTSIDE UNIT ELECTRICAL` 4FCrU-245DU TATIC AIR TEMP.F' MOTOR DATA AIR MANUFACTURER MANUFACTURER WEIGHT EER REMARKS 13 SSURE MOTOR TOTAL SENS. TEND. MOH MBH ,WG ENT. LVG. MBH MBH F" CFM MODEL NO. MODEL NO. WICURB W N0. HP LDS VOLTAGE MCA MOCP 0 5, TERNAL HP RPM DB WB IDS WB ENf. LVG. 1 '& 1.0 3.2 1030 78.3 65.6 58.1 57.0 120 90 2 25 62 98 11501224 1481104 770 CARRIER 0N20YOR 1253 110 Zoom 59 70 1,2,3,4,5 e 4811JE012 DH120N20P2AAAT 12.3,4,5 Q 1.0 3.3 1048 80.9 68.0 58.3 57.2 138 103.5 2 .25 52 94 200250 160200 1425 CARRIEq DH15YORK AAA3 1268 9.6 20813I60 66 70 01A 4.0 1130 80.8 68.0 57.6 56.4 180 135 3 .50 51 92 270I360 221295 1500 448KJCARF1017 DH180N 2P2ABA2 090 11.0 208/3/60 86 110 12,3,4,5 YORK W1.0 2.5 878 88.7 71.4 58.5 57.0 90 57.5 2 25 45 100 120I18D 991148 750 48 CARRIER DH090N10P2AAA3 1088 11.0 20UMI 44 50 1,2,3,4,5 E1� © 2 B 13 /V//�� REMARKS: El V/ ^� 1.UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FACTORY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS,AND BAROMETRIC RELIEF. PROTOTYPE 2.BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. 107 X 163 U 3.CONTRACTOR SHALL FURNISH AND INSTALL UNIT WITH I4"HIGH FACTORY ROOF CURB WITH BURGLAR BARS.LEVEL UNITS AS REQUIRED TO ADJUST FOR ROOF SLOPE. STORE NUMBER v �9+ 4.CONTRACTOR TO PROVIDE CONNECTIONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. Z7 2 5.CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING.FOR FURTHER QUESTIONS,CONTACT THE NATIONAL ACCOUNTS PERSON. WD PROJECT NUMBER RAI T` PD0001 A 2 A W fi PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE M 301 A8i SCALE: N.T.S. s 1 � 2 3 4 5 6 7 8 W __ 9...,. 10 11 12 13 14 � � 15 16 1 1 2 1 3 14 5 15 7 8 9 10 11 12 1 13 1 14 15 1 10 GENERAL NOTES: A ADJUST FINAL POLE AM LU WARE LOCATIONS AS NECESSARY TO ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. (MN.5 Fo PER S0.FT.) WITH M B. MMEETHOODDS AND MATERIALS APPR PENETRATIONS WALL AND&M U.L.FOR SEALED M SYSTEM. partners C. COORDINATE ALL LIGHTING EOUIPMENT WRH FELD COND(nm. 2852 KaMn Av FIXTURE LOCATIONS SHOWN ARE APPROXMATE AND MAY REQUIRE Iry m.CA 92514 MINOR ADJUSTMENTS TO SATISFY THE DESIGN INTENT. 949.753.7878 T D. ALL SITE LIGHTING FIXTURES SHALL L BE 208V.PROVIDE AND INSTALL ALL 949.753.7878 F LAMPS IN ALL LIGHTING FWURES. E ALL SITE LIGHTING FIXTURES SWILL BEM UL WET LOCATION LABEL AND wdpartnm.c ALL HARDWARE SHALL BE CORROSION-RESISTANT. F. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE REQUIREMENTS. Allard. I G. SEE CIVIL PLANS FOR INFORMATION ON SITE LIGHTING AND PYLON SIGN Boston FOUNDATIONS. L Ch-po L 4''r r�I r.r` • i` H. USE MG WIRING AT EACH POLE LOCATION WITH FUSED CONNECTORS. CdUDb116 / .•.' ♦ .s USE 08 GROUND WIRE THROUGHOUT UNDERGROUND DUCT SYSTEM. D&W t ♦, ' I. PROVIDE NEMA 3R 30AMP,SINGLE POLE ANON-Fl1SFO DISCONNECT Las Argelss ♦, SWITCH WITH PAD LOCKAT BASE OF PYLON SIGNS FOR EMERGENCY CUT M ierm ,�.; - ,♦ OFF. SYCISTfIBn10 „� tt ♦♦� '+'. `•~ P +♦ :• N (i. .. 4. t i. .; • O' ♦♦ �, IIILIIY POI62[n. 3LON2LIM t �• C V GOUTHERd Al-PO"A EDIBOII "ZIIN 2118,1/BORDINI'O.TO All b ♦ I_.. REFERT0DWG.6101 j'" P ♦, • ." I 2611 N£NRrEE ROAD ISO S.JLJANITA 8TREET CONTINUATION. .7 :• '0 ♦♦ ! ��.-'. \ ROMOLAAb.C%A,92688 N4ENIET,CA Wb43 f/,'' �♦ "MCNDA C.urIEFWMZ MKE JCII# N • •y7.: 't \♦♦, ••" 98L928E734 903SM9464 t p * ♦• `�� t 6,, t TVPlQAL :• t PYLON 2 88,1 A8 GRD IN I-C.TO A1a2 REFER H ; BKNIL TO DWG.E-101 FOR CONTNALTKAN. ,♦ •.•;'�1'J. \ H t♦,, sr�i yyRFCG q��0 <r 't 4,,� CCONDDirTSF POWER AND W , 1 MESSAGE CENTER \?STD AF Bps. /'o ♦, Fuuaror�FixluE. p cq ♦ �9/ri� 9q�/Fiy P ♦,♦ 2A8,1i8GRDINIC.TOA130REFER ♦♦ CSA�ti(�7 CSp �� � d \, TODW1E-101 FOR CONTINUATION. W , O G `,%♦ �QG/9F� 44' �� ♦,�♦ e G Q % ♦ 'ry 2 A8,1 AB GRD IN 1'C.TO Al-27,28 ♦ ui ♦ N! COrfnNREFER ATION.E-101 FOR 1� P %♦♦,,,. w V CONRNIO DWG. �1 Sao♦� �/ •♦�'. FN- W Z 1 F 9GJS,�s ♦�♦t F W _ EUSERC ENCLOSURE COORDINATE , 2 010,1010 GIRD IN 1'C.TO : -- EXACT LOCATION AND OMENSIONSWITH ♦, A1.T7 33, REFER TO DWG.E-101 tui UITLTIY COMPANY,DEVELOPER AND , FOR CONTINUATION. r OWNER'S NATIONAL ACCOUNT MANAGER. ♦, TYPE W WALL FIXTURE REFERTO DWG.E-MBG-SINGIELINE 1 DIAGRAM FOR DETAILS. ♦, ; F ■2 SCALE: N.T.S. T �i E r ?�,aAh E i t �TYPICAL . FLOOD LIGHT SEE P i1SCEa �q O%, �-)�o'OEaa y ���ry� it , • 1 ;t ''ainbb}ti}bbad 2Tv� "'W��G �sr q/p t+O C�,p,,g.'t- SQ q j REFER TO CIVIL DRAWINGS FM F11R1lHt INFMO TICK. �4i p cep&A P It ti�Sp%F AGCA9 F I t 3dE➢AETUREFIEFERTO OON DM.EE 1M InNTNG p ♦ 211 ,1 AB GRD IN 1'C.TO. Sq Fs s ♦ D \ ;t EE10101 ORRaroDwcN FQI t� \ ♦ CONTNUATION. t �♦ _ ETISER ♦ , COORDINATE EXACT LOCATION � ♦ AND DMENSIONS WITH UTILITY �♦ COMPANY,DEVELOPER AND ♦ !�1 OWNER'S NATIONAL ACCOIANT ,♦ ?J MANAGER REFER TO DWG. E IQA)-t SING ELI E DIAGRAM tt 3041 I. - ♦, FOR DETAILS. s ♦ Z.) Q UUU t COPPER GROUND WIRE TO GROUND LUG ♦♦o, It REVISION$ ♦, / TYPICAL WALL PACK LIGHT ;,♦ REFER TO CIVIL OOCIIMENTS FOR SASE DETALS ■ .FIXTURE SEE LIGHT FIXTURE \♦♦, SCHEDULE SHEET E303. j J � �♦ 2 2 oq ♦ � Z - ♦ rs ,♦ �- V ' W,qP G t ANCHOR BOLTS SEE NOTE$1 BELOW V \ ♦,, t P t Pff'LFlNISMED GRADE AT CENIBi OF FOIRIIATgN ♦,,, t r ■ B ,♦ I EsW ♦, ` RN3�GALVANI2E0 CONDVfT . S MN. WIT•TH EXOTHERMIC GROUND ROD �♦ t BETWEEN GROUND YOM % V/ •, ; AM GURD D ROD _ ♦ t PRX7Tx YPE 163 ��♦ � tm ta3 ♦,, 4- STORE NUMBER t , NOTES w ` %% FURNISHED t i.ANCHOR BOLTS FSHED WITH .BOLT PATTERN. WO PROJECT NUMBER t SIZEAND LBNOTNASSPECIFlEO BY MANUFACTURER A RAW90011t Lu Al ELECTRICAL SITE PLAN TYPE P LIGHT POLE AND BASE DETAIL El OO W SCALE:1-•29•-0" Al2 SCALE: N.T.S. I 1 2 3 4 1 5 5 7 5 9 10 1 11 12 13 14 15 15 MaYMSW,MSAYO1m.AMMMo BewM1 NHRWT&MM bNR)fY6t b16]WI1lI PM(qkt) / AL TRACK LIGHTING To LIGHT GRAmcs somw vERF4 LOCATION OF HEMS AS NECESSARY TO LIGHT C~QC SIGNAGE L" NOTES:GRAPHIC SIGNAGE WITH RITE AID COMSTFALIM MANAGER PRIOR TO INSTALLING TRACK LKMrrM.CONMACTORTO FEW ADJUST TRAM KEYED LIGHTING ZONE CHARToPROVIDE TWO POWER CIRCUITS FOR RITE AD LETTER SIGNAGE. SINGLE POLE FUSED DISCONNECT SMTCH FOR EACH UETTIR © Il © PROVIDE POWER FOR SIGNAGE.COORDINATE WITH SIGNAGE VENOM CONTROLLEDLIGHTS 1 0 _ , o ONOT USED. iiiiiiia o ro ao 1 we ELECTRONIC MESSAGE CENTER REFER TO DRAWING E-100. FOR COSMEnc LIGHTS SEE DETAIL KI 0 ON DWG.E-2DI. THIS ON SIGN IS TO BE PENDANT MOUNTED. LIGHTING 301-C.IN WALL,STUB DOWN BELOW&AB AND WEND TO RIA .: ,,; '.i flee ifi i ..reler �.•. �_ - - - � � — ��� *;_•w,rE r■ -- 4 T IRS °�'�0� ryry�� �. : �/N■■N�6i',i� ■��■NN►\` � 1'��1 �n—iiiii-a�����il���1�■t7Ntt��►. �*Z�►j� ■1 , ,, + �.a■■■:aC��1�7■sa■■�Zv1�`I�t!:."® .�, NON%Iti�G11�1 �.�•. •�� (�iC� N<■Cow■I'i NN■■N■■r NN\■�` - - --- — i� ■o .'N%■CW V ., u°m--�.. ,! ■C�%C[�■■■�I�■\�Nl,'�■all�i'�`���a .�:;, ,j.:� , �1\:�■■` 11.�r��+11►'� ''<<,1�; NN%!•NN�tN■Nr■ -�_�= IIRT a � i■■■%II�i►:.,�r►a � W► �'ii�ll. a � �'�Il�■1■�■!�'!�■�■L■�N��NN\■:� ■1.�. - N■��■■11�►m�::t'��. -_� `.• . Is:P s+ :.: C, ■�N s/'J!!1`�I■�`��( C■�■■vbi■i�ln ■ice ►�'■■r. C■■11 r1`: �■� I ii o . 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NN"I�I �■ 1 E 31;� CI1sJosllCt■■ . ■Cl!I■IC■■��!■NNY11!JN�i���■�����`.��� 1■tl ilrl•■■�■I���NNNI■IN 1"44� �'�H�7■■%■IC■■/ ■CVliiiNN■C/Nrll ■vN■C■n■■w1i1C�r�C�NiiNNN�iica���lN�I■ ,, •.. : low � a�llilttr. i■■iiiii■i■'H■■�■■1■■/ .v6ilYN rNCwlaC��C� ■r'�■■�a�`.----i%■�—, 11■v1�iC■C���fi3YC■aa■a71�"'I � . i ■ �'�� :11■■-J■■IIY■� ��1I■■Q�'i�C■i�Nl�lli■Y r��NNNNi�iiir��aNN1�u����4r�■■NC■NI■ i o _ ■ ■■rm■■ ■wn■■aaNNn■Na�N■ il � i■�. ���, �"�'�I'�I�IE"�""IIH■■�■■II■; NC`�t■INi<aCi�lltllr_o�ll '4�-4i44i��■�_4ii�r��■ 1���, - � ''Ii1�11��^�t,Nvl�, .■■I%I\�—%�■—�cY•�_���������C��4i�1—_._,—^/�����■i.�N11�� Cllil•■■iitC�ll/ ICl ■Itl■ NL■N�Gii'iNn ■�NI�n■■�►-afi�N.!`N� nN���e���■C■1 I.1,� LU HN■■11� j 1 C�I■C�C■1`�aCr�ICll■I!IC■C■1f / 'CiNN4ifi�4i4i4i,�lla'���i■Nry�■a7NN�ICi' 1 1!s��INt■■NN��MNu i—miNN� �iNi 1 ���NNNN�NaN11 , �p-p. 1��14ri'sII■■■R:�■��1� Q�1—����■IIC��' �iC■�,■►�l�a���■r�au ■■■vCr'��In�■■v(r�f�Nn■ i■����t■■11� � Q a a$ S+ ® ■ie ;7��. u ' f" ■ ������ `■i��4i44i •� 1/ ■ ' a.� & t �R7.►��9 I-�`Uh'q ,II�i�ll[�■�i'�■-L,1�■11� . ...-,r_r�----.�-r �t��■I�"■■MN■112.0 0.,'1. © ■�_■I�iiiiraaS�Is,7NNC1�■■�N��•:.■r.. .• irr. r.�i. �•• ��N�._.N���i ��� ,., !' �Nra�:>�r_o■■aa6�Nn�C�fAw(r�Nr�■■a�(r�l■■�■■a�C■11 IIC�"1■I�i��■ �'�1��`'� �� ��`-� i/. .. - � ■`�■Ca=aC■C��■Nuii�H��C�Nuli�iN���Cli��r�■■�11 :LEGEND 44444■44i �� 444i444i�4i■� 4i4���4444i444444i 4i4i�■4i4i 2X4FLUORESCENTUGHTFDaURF LETTER WMCATESFIXTUFtETff- ■iiiQ=�■t`=A/^��N=aa1AMMMCMI■—AMEMPI �IC■C■Cii EMME.=■1�/il 2X4 EMERGENCY FLUORESCENT LIGHT PDaURE. i INN%\��%�■��NN��■�rNM�:��rNai■r�� ��■7■ ' O o b I • I �— `--- ■1 .■��r���■■iiiuf ■�R.■■a.(,ii■Niir_�C�C�iiiuliill■�1r�ICii■ia��� � M FLUORESCENT LIGHT FDaUM.LETTER .' .I .II .� [ ■® ■■■fi��■NC�CLO[�NNc�NNN��N��N ! ■N■'lli — �'l IrNNN■■N��NNNNi��NoN''NN�■iN:■/�:fi�NNl;•ill ; 90 U0034CY FLUORESCENT LIGHT FIXTURE.M EMERGENCY FLUORESCENT LIGHT FDaURE �' 4�ii■■T.=�N:°+i' �Ti�iii■�iGi4�I�iDNY'iii�:`iiiN �iQiCfrC��C■Na7E"� rM FLUORESCENT LIGHT FDaURE. ��� �■�C■C�n����(��■C1•�NC�iii►�Cl•Nr_o�■1i JI■1��C1f✓�■I'' _ ------ s-- -- = R -__ . �� �� �� Cilil■C■I�1 Cif ®F �—' a- (G)INDICATES PIDITURE TYPE FIXTURE TYPE. L INDICATES FDITURE TYPE INDICATES FUTURE TYPE. OCCUPANCY SENSOR ---- - 1 1 — .. © © © o © o O O o0 1 1 2 1 3 1 4 S 8 7 1 8 1 9 10 1 11 12 13 14 15 18 GENERAL NOTES: A UNLESS OTHERWISE NOTED.ALL RECEPTACLES ARE MOUNTED AT 2(r AFF. B. UNLESS OTHERWISE NOTED,ALL MOUNTING HEIGHTS LISTED M ARE TO THE CENTER OF THE WALL BOX OR DEVICE- M C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND partners -. - - EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. 2852 Keiril Araae j IrAne.CA 92614 949.753.7878 T 019.753.7678 F KEYED NOTES: OPLUG MOLD PROVIDED BY RITE-AID.INSTALLED ON TOP OF GONDOLA BY CONTRACTOR.PLUG POWER CORO INTO RECEPTACLE MOUNTED AT BOTTOM OF GONDOLA REFER TO Alatle RITE ND FIXNREIDECORE PLANS. Sae' L OPROVIDE(1)3U4'C.IN SLAB FROM WALL TO STUB-UP INTO L Chicap FIXTURE.VERIFY LOCATION OF STUBIIP WITH ARCHITECTURAL AND FDRURE PLANS PRIOR TO INSTALLING Dew UNDER SLAB CONDUIT.STUB UP THROUGH WALL TO ABOVE Los Angeles ACCESSIBLE CEILING SPACE. Miami OWEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF Sacmnd.) GONDOLA JUNCTION BOX MOUNTED ABOVE CEILING.SEE DETAIL ED,SHEET E301. OPROVIDE(2)3U4'C ONE FOR POWER,ONE FOR LOW VOLTAGE IN SLAB FROM WALL TO STUB-UP INTO FIXTURE.VERIFY LOCATION OF STUB-UP WITH ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT.STUB UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPATE. OPROVIDE(2)3/4'C.UNDERSLAB.STUB-UP INTO PHOTOSHOP FIXTURES. K ©PROVIDE(2)1 1?C.UNDERSLAS.STUB-UP INTO P.O.S. FIXTURES. OJUNCTION BOX FOR SECURITY KEY PAD MOUNT 48'AF.F.AND 12'FROM THE DOOR FRAME. D8 JUNCTION BOXES LOCATED ABOVE SLIDING DOOR FRAME FOR POWER CONNECTION.COORDINATE WITH SLIDING DOOR MANUFACTURER ® 0 EELLEAC@TRI �LASECONDARIES BEWLfOOWW GRAI�DEQFROM �ADDITI6NALlEM /V1 10 MICROSWITCH ACTIVATED AIR CURTAIN.VERIFY LOCATION WITH OWNER REPRESENTATIVE.FELD COORDINATE EXACT J LOCATION. J 1 A AIR CURTAIN SHALL BE MARS MODEL NUMBER 72HV-2 OR EOUAI_ N M K J H G F T n 8.7 B.2 B.1 B A PROJECT pROVIDE(2)3H c.IN sU18 FROM WALL TO FL 7 © FIXTIRE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT STUB-UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE FOR FURTURE MEDIA CENTER.PROVIDE FLOOR BOX DOOI I I 13 PUSH SUTTON AND M I UNIT REFER E13 ON�DING.E301.COORDINATE LOCATION WTHITHTo DETAIL i I I 1 I I I I I ! I I ARCHITECTURAL DRAWINGS i301-AA0 I I 14 3W CONDUIT STUBBED UP AT PEDESTAL LOCATIONS FOR SECURITY.FLUSH WITH FINISHED FLOOR-3'OFF THE MDLJNj AT 20'A.F.F. CENTERLINE OF DOORS EACH WAY.STUB UP IS TO BE 2r H 4.2 -_--_-- -- -_--- 4.2 FROM THE DOOR FRAME OF THE AUTOMATIC ENTRANCE H DOORS. 4.0 I — �- — I I i I I 19 NOT USED. r-\ 10 Nr _ — — , _ _ �,' I 18 4X4 J$OX-LOCATE AT PHARMACY SECURITY GATE MOTOR- �2 - A2-14 ® 2� 82-10 81-14 -18 8 ! R VERIFY EXACT LOCATION WITH SECURITY GATE VENDOR I��_191I r��� -16 3.8 17 SWITCH FOR PHARMACY SECURITY GATE MOTOR-VERIFY I I I I I I O EXACT LOCATION IN FIELD. O yy 1 I � 1 18 NOT USED. 1 1 1 { I I I I I I I I I I I 3 I 8 2-1 3 8 O PROVIDE DUPLEX RECEPTACLE FOR FREEZER UNIT N W \ M-2 2-3 ip \ 7 19 __ G E2DI-GIG ( I ( I { 11 1 I I I III I I I I I I I I I S I 19 \ 19 a I \\ 8 ®ROOM,REFER TO TELEPHONE DWG.IE100 AND E201 FOR N WALL UP TO IADDRDNAL G - 8.4 INFORMATION.COORDINATE WITH WALL CONSTRUCTKK G —1— I I I III III IIII III III III I :r D 5 14 REFER TO ARCHITECTURAL DOCUMENTS.} I 8#14 TO ROOF TOP CONDENSER CONTROL PANEL FOR Q W 82-7 FREEERS.4#14 TO ROOF TOP CONDENSER CONTROL PANEL FOR COOLERS. + I -21 11 1 1 I 1 11 ' PROVIDE REAR-314*C FOR 20V SINGLE PHASE DEFROST 0N= /L 82-5 POWER FROM ROOF TOP CONDENSER. 19 NUMr- -__---_--- -- 1` J ROM B2_ PROVIDTWO JUNCTION BOXES ABOVE CEILING ONE FOR W co) O POWER ONE FOR TELEDATA FOR FUTURE RAPID SCRIPT Y MACHINE AND RECEIPTS. 2 Z ^'D'a i 18 hTy f-T-i I Q�7V COMPARTMENT FLOOR BOX ONE FOR POWER ONE FOR U) ' Y/ 82 q __- F I I - — — — — — — " ( � 1 ® SECURITY CHECKPOINT CONTROL MODULE,MOUNT F J J — _ - - — — — — — — - - - - - I 1 - 3.0 RECEPTACLE AND MODULE 17 ABOVE FINISHED CEILING. W — — — — — //�\ //\�\ //�\ POWER JS MOUNTED 14'A.F.F.FOR 129V DOOR PANIC BAR r ' ® AND ALARM.RUN 10 CONDUIT TO THE ZX4 JS MOUNTED 48' Lu 30 1 ( -19 I 17 1 I A.F.F.ON THE CONTROLS SSE OF DOOR PANIC BARS N FOR KEY Y IY I �� � I PORCH THAT CTOT HE ALARM THE DOOR PANIC BARAND ALARM. -Sr'-0•- 17 — — — — — / I ( SAUCES POWER IS RUN AREA SIDE OF THE RECEMNG ROOM WALL ON THE Ll — 2.6 2.6 10 — — / FIXC FOR 2 I I 1 1 I 1 I I A2-18 I ANDALARM.RUN EDIS CONWRTOTHE D OJB MOUNTED4:r ,r O �. I I ❑ I I — — _ ( / / \ _. ( I L..._- (..I_ II _ I © POWER JBMOUNTED CONDUIT FORHE2DOOR MOUNTED AF.F.ON THE HINGED SIDE OF DOOR 0114A THIS IB FOR THE '1-r KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND -19 I -17 ALARM.POWER IS RUN TO THE ALARM MOUNTED 19 A.F.F. 2 DIRECTLY ABOVE DOOR#101. E I 1 ❑ e ' I B2_ B2� -19 S 11' 4 Ip — — — — — — I // / ry/ // i I I 117 E { = ' = LEGEND - -_ _ -_ RECEPTACLEDUPLEX 11'-2` 5$' 174' T4T I ix-11" T-11" 8.1' NTAT 20RF.F. UNLESS OTHERWISE NOTED - I 1.e j- rrxMr �ul 1.9 - - • 1 1 1 1 1 1 I I I I I I I 1 1 1 i { I I I I( ffII--�1I-��i11I f�II�II+T{II I�ITI'1�I ��ITI'1jI ��1I III-+f1,1I' I I I I�II�TII'1II 1�'I�1 -T{ GPWp DUPLEX RECEPTACLE-WEATHER PROOF DUPLEX RECEPTACLE-GROUND FAIAT ruc I12 F F F F 9 FF9INTERRUPTER - RECEPTACLE TIN PROOF w U o _ -20 I I I I I I , I I I I I I I I I I I I III I GROUND FAULT INTERRUPTER D UP I 3o QUAD RECEPTACLE-ISOLATED GROUND - ,5 ( 1 I 1 I I 1 I I I I I { I I l I I I I 1 1 1 3 I DUPLEX RECEPTACLE-ISOLATED GROUND GAS F!_ BI-„ III III III III III III III i I I 61-21.23 I I I I I I 1 1 1 1 1 1 1 1 1 I I I I ( ( « C RECEPTACLE-MOUNT AT20'LIM OTHER � 82-41 IN-UK C18 WISE � _ (SU ® FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLED J I lOR M HEATER PUMP��_,� NOTED III III , iII I I iII III I d l III III III III I I I� III III III I UNDERNEATH GoNDoa III III III II IIl III III III III III III III III III III IIII III III III III I J i III III I I { IIII III A' MoroR -B-'� UN-1 III III , III III III IIi I ,I I , SPECIAL RECEPTACLE 0 CEILING MOUNTED RECEPTACLE-MATCH RECEPT. REVISIONS C 0t� -19 I I I III III III III III i 1 � I I I�-IL.�I t E I E I 8 COVER COLOR TO CEILING C : HDII 05-1047 --- OAFF I I I ( I I ' I I I I ' I A2 I ( O JUNCTICN BOX ■ If-�-lell FL�1J{ FL�111{ IF--�iil !L-_-rUl � B2- 82-4 FT— _ 81-7 3 ® METER I 11 AlI1 I I — I 61-1 B1 1 I ❑T TRANSFORMER 10 3 3 r I1- 7 QN DISCONNECT ■ 1 0 0 f v 12P FUSED DISCONNECT ■ 0 0 0 0 1.0 ® HAND DRYER ■ i I 73 14( I I 19 I I 0 CONTACTOR ■ 8 ® SENSOR FOR AUTOMATIC VESTIBULE DOORS g ■ 40r I I I I o MOTION SENSOR ® KEYPAD Z PHOTO-ELECTRIC CELL PROTOTYPE 0 0 0 CUSTOMER CALL BUTTON 107 X 163 QQ DOOR BELL PUSH BUTTON STORE NUMBER ® DQDR BELL - N M K J H G F D B A WD PROJECT MIAEB@t HOMERUN TO PANELBOARD A RAWO 001 Lu UNDERGROUND CONDUIT _ ABOVE GROUND CONDUIT O O El Al POWER PLAN /� POWER PLAN O RE RMoRTAT a SCALE: 1U'8'-l-(r A SCALE: 1)B'-1'-T EFRIGERMIT SOLENOID VALVE 13 14 15 18 vnc�v�mowe.m,ryimqurvwWwna�Lv waan.Mm_Mw��m.+��v ewax sis�lml Ewa(walrieua sns➢w�sm rb teal 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 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 ' q RITE AID.THE CONTRACTOR SHALL PROVIDE ALL JB'S,RECEPTACLES, MM CONDUIT AND PULL LINES. PM a a rs C. ALL TELEPHONE,DATA,COAX AND OTHER LOW VOLTAGE WIRING SHALL BE SUPPORTED WITH HANGERS ATTACHED TO ROOF STRUCTURE. 2852 Kelvin Avenue Irvine,CA 92614 949-753.7678 T 949.753.7678 F H wdpaAners.c0m KEYED NOTES: O CONDUIT AND STUB UP FOR THE SECURITY PEDESTALS.SEE SHEET Atlanta NOTE 814 ON E-102 FOR MORE INFORMATION. Boston 3/4'CONDUIT STUB UP FOR THE SECURITY RUN L .O JEOX LOCATED OVE THE FINISHED CEI GPAS SHOWN.SEE TO L i^ CoI mgbus SHEET NOTE#25 ON E-102 FOR THE POWER REQUIREMENTS. Dallas O SINGLE GANG J.B.24'AFF WI 314C. Los Angeles Miami OJUNCTION Box(SIZE AS REQUIRED)MOUNTED 60"AFF WITH AN 1 la' Sacramento EMT TO T-G'ABOVE FINISHED CEILING FOR WSAT(VIDEO)CABLE. :O SINGLE GANG J.B.10'AFF. OSECURITY DUPLEX RECEPTACLE FOR CHECKPOINT SYSTEM WITH JUNCTION BOX 1T ABOVE FINISHED CEILING, OSECURITY J-BOX WITH DUPLEX OUTLET 17 ABOVE FINISHED CEILING OR STRUCTURE. K O FAX MACHINE OUTLET LOCATED BELOW COUNTER Ks. O (3)SINGLE GANG J-BOXES AT 54'AFF-(1)FOR LIGHTING,[)FOR HVAC SETPOINT,AND(1)FOR VOLUME CONTROL WITH(3)3W CIRCUITS.SEE ELEVATION G5,SHEET E201 FOR DETAILS. 10 SINGLE GANG J.B.54"AFF W1314"C. 5 SSINGLE GANG J.B. 0 AFFWl314 C. " "12 TWO SINGLE GANG J.B.W131r(1)AT 18'AFF,AND AT 4W AFF, I 13 SINGLE GANG J.B.@ 24'AFT O.C.W11-1 M-C. SINGLE GANG J.B.86'AFF W1314"C. J 15 DOUBLE GANG J.B.@ 24"AFF O.C.W12.1 11TC. J NORTH KDJFGT DOUBLE GANG J.B.@ 24"AFF O.C.W12-1 1Q'C.30"BACK h� (� IFC. B.7 6.2 8.1 FROM EDGE OF WALL. 17 NOT USED. SECURITY J-BOX WITH SOLID COVER Tfi"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 B"ABOVE THE FINISHED CEILING. i 8 I 19 SECURITY J-BOX WITH QUAD OUTLET I2"ABOVE FINISHED CEILING. H 9 FIRE ALARM CONTROL SECURITY BOX WITH DUPLEX OUTLET MOUNTED ON WALL 12-ABOVE 4.2 _ _ _ _ _ _ _ — — ___ _— --_-- 1 —_.. — 1D 20 FINISHED RECEPTACLECEILING. $HALL BE MOUNTED S-0"AFF AND CENTERED ON THE t 4.0 ANGLED WALL 3.9 SINGLE GANG J.S.AT 24"AF.F.WI 1"C. �� f� ----C—:26 TELEPHONE SERVICE -B BELOW GRADE FROM ( i t ����� �' `� t"• ' i C STREET. I I _ — — --'—' t 3.8 Uj M LO y G E V} �II11 3 - _ WU -- - I ii , _ BI � S ° '. U�TO MEZZANINE 15- �i i`-" I °SSl°i I i .I!'1.. I� N F_ LU LUZ of -• I ,. Z W 9 Y t b 02.6 - E 20 E IRTU t 1 7Wl i `hi I 4 it REVISIONS Q /0-- i C y C El O o IL I I —ll LEGEND x S I ;, I I J{ � d � QUAD RECEPTACLE-ISOLATED GROUND © CGC_ G 11 , -�i� __ -_ ____ _ — ID JUNCTION BOXEl 1_ 1A O `l-- ) AP, 0 I c o 0 o a IN DATA RECEPTACLE 0 I " i b El B TELEPHONE RECEPTACLE B" ® KEY PAD 0 SECURITY CEILING PANEL.PROVIDED BY RITE AID E III I I I 1 I I I I SECURITY VENDOR INSTALLED BY CONTRACTOR. N I o ! ® SOUND SYSTEM LL PROTOTYPE HORN STROBE COMBINATION 107 X 163 I I ! STORE NUMBER `•/ t . FIRE ALARM PULL STATION W '^ /'''� S WD PROJECT NUMBER V/ (� Ali S K ) � H t C: I F D (B }� � DUCT MOUNTED SMOKE DETECTOR �J ��\../ll �✓ `J���J FACP FIRE ALARM CONTROL PANEL A," RAIPD0001 A ANN. ANNUNCIATION PANEL W El03 W SMOKE DETECTOR Al ELECTRICAL PLAN p ELECTRICAL SECURITY, COMMUNICATION PLAN I SCALE 1!8"=1'-0" !�1 SCALE: 1/8"=1'-0" _ na A 4s .a, .."..w. ,:_" <. _ .•ar, x nw _,n.", <, 6 7 8 9_ - 10 11_} 12 13 14 15 18 7 2 3 4 5 6 7 8 9 10 11 12 13 14 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 M + THE CENTER OF THE WALL BOX OR DENCE. NOTE: C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND EXTERIOR ARE M` partners FIXTURES ARE MOUNTED ON TOP OF GONDOLAS AND FED FROM a RECESSED UNLESS OTHERWISE NOTED. UNDER CONDUIT CIRCUIT AS LABELED, I 2852 Kelvin Avenue .� __.. ... ._ �.�._ Irvine,CA 7692614 T i FLOOR 8OXRECEPTACLE 949.753.7878 F E 7 FOR SEASONAL LIGHTING. .o y 1 ✓ A, I KEYED NOTES: wdpartners.com (3)SINGLE GANGJBOXES AT 54"AFF (1)FOR CU-11AC1 TSTAT,(1)FOR A r fjf ��A \ I @ O REFRIGERATION ALARM AND 1DO%LIGHTING CONTROL AND(1)FOR it 3 / M"� H• \ ^ j VOLUME CONTROL WITH(3)3A'CONDUITS.SEE ELEVATION GS,SHEET Atlanta L .;/ 'jyiB 1 1 E201 FOR DETAILS. a Boston Al- i ! I � A" A � // ? Chicago T——— O DOUBLE GANG J-BOXES WITH 1 1R'CONDUIT EACH.1 BOX FOR L 9 i' DATAISA51,AND 1 BOX FOR CAT5.SEE DETAIL D5 ON E201. Columbus Al /i I At A) H'i 1 E f: Dallas ; � ,�H /� 3 DOUBLE GANG J-SOX WITH 11000NDUIT.BOX FOR TV MONITOR Los Angeles I AI40 j h :j A I N O OUTLET.SEE DETAIL D5ON E201. Miam'I a U H H 1'S6 H:� I } SINGLE GANG JSOX AT 54"AFF FOR SECURITY WITH 3/4"CONDUIT.SEE < Sammento A}� A f A _. I I k ELEVATION G5,SHEET E201 FOR DETAILS. ` k 00 NOT INSTALL LENS ON ( y�� 5g ^`j §O SINGLE GANG J-BOX AT 10'AFF FOR HORN AND STROBE. g. N FIXTURE '!- Lv V ! 5 PROVIDE(2)DUPLEX RECEPTACLE IN DRIVE-THRU CANOPY FOR BLOWERS.COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND BLOWER VENDOR DRAWINGS. NOT USED. K OSEE DETAIL AS ON DRAWING E301 FOR CONTROL WIRING DIAGRAM FOR K DRIVE T RU is A ODOUBLE GANG J-BOXES WITH 110 CONDUIT EACH.2 BOXES FOR VSAT. U SEE DETAIL D5 ON E201. LIGHTING PLAN -GONDOLAS ,D 4X4JBOXAT24 AFF ON CENTER WITH(2)1 12 CONDUITS. K10 1' SCALE: 1/8"= -0" S' OPEN J !i JRESERVED SPACE FOR IALL SERMCE ENTRANCE I !6' DDNFlGURATIONS a _ 5 n y ELECTRICAL SECONDARY PMIEL MDP. ON BUILDING EXIFRIOR ! PANEL B1 PANEL CI J-BOX FOR PANIC FROM 761R PANEL B2 BUTTON IGC-11 BACKBOARD PANEL A2 G C-11 6XBX24 WIRE WAY MOUNTED ) H 54' AF T D D 6'RESISTANT HEIGHT X Y FIRE �76 IGC-11 SECURITY RESISTANT PLYWOOD IG C-13 PANEL Al AWN CEILINGIFOR UGHIING __ F BACK BOARD. }76 IGC-13 '--'Ti`� SIN CLOSE NIPPLES THRUNDE H F:BACKBOARD2 2' CU-11AC-1 TSTAT �. i IGC- TEIPHONE ' WALL BETWEEN RACEWAY AND I GC-15Ili PANEL BACK BOX FOR(WRING. REFRIGERATION I ' �,! ij' (TYP.OF 2). ALARM AND 100% NOTED OTHERWISE LIGHTING CONTROL E O 30'A.F.F.IXCEPT !°—R ALL RECEPTACLES f, SPEAKER CONTROL a II i C-- i §j j 13 1 49te'HEIGHT X)'FIRE RESISTANT d PLYWOOD BAD(BOARD: 5 W O I`— 'd M 'f > N G UJ ELEVATION OFFICE INTERIOR ELECTRICAL ROOM PLAN SCALE N T.S. G 10 SCALE: 1/4'=1'-0" _ . _ � Q O w �. --== --- -_ - w � F J IFJ w I T LU — —T-- ! I Ti 60"AFF •• � ! ' I { _� ' j I i I J I (TQ a TVNCR MONITOR I ! i'"* �37 'R I J OUTLET $� � 48"AFF B2 F 3s S3 i DA IUN6 ABOVE CE IO SWITCH LANDE JAOX FOR ROLO E AUDLOW VOLTAGE CABLES STOMERUNTPOWER . I I ° 237Ei1P io b h C-19 O J-SOX FOR(2)DATA a i"I ! Z. JSOX FOR CATS BOX - — tJ / D O p L D c ELEVATION -OFFICE INTERIOR D 1 0 ENLARGED POWER PLAN -DRIVE UP PHARMACY T J SCALE N.T.S. SCALE:1/4 V-O" g. ' s W CONDUIT FOR TELEPHONE CABLES FROM REAR OF 3/4'CONDUIT(TYP.OF 3) (III I BOARD B232 C REVISIONS //� PHONE BOARD(16x24)-\IIIIII 4'-0" 2'41" 2"\ I J 6 ;�. 1 I I! GF, ,�,"�,y C El `�/ BY OTHERS III TELEPHONE AREA \ I ,g I I jl �I z ` TRANSFORMER FOR 0 I! # DOORBELL I I y7I --` -! I j t © J I REQUIRED TELEPHONE AREA. C•21 ? ii 13 IIIIII w ( I{ 222 d FUTUREIVRU it y SECURITY I I / W El NORTEL SYSTEM(10xi7)b nn ((3xlSR)OL PANEL f // fn u. 0 000 0 _ \ r LEGENDB El El EXTERIOR o B El TELEPHONE JACK OUTLETS IRRIGATION, ` 1-' DUPLEX RECEPTACLE-MOUNT AT 20'A.EF.UNLESS ' J F OTHERWISE NOTED BY OTHERS(TYP.OF 5) D n SYSTEM '� �\ .,. 13 CONTROLLER k' Np DUPLEX RECEPTACLE-WEATHERPROOF Z DUPLEX RECEPTACLE �j (j • R - - ILU (TYPICAL) �GFI DUPLEX RECEPTACLE-GROUND FAULT INTERRUPTER PROTOTYPE 36 N I : L•J 4 L.I LJ I I! ? I e 0 6° (III Y 11� 4 I1 QUAD RECEPTACLE-ISOLATED GROUND 107 X 163 06 3 IL �T� (III iI ! iI g DUPLEX RECEPTACLE-ISOLATED GROUND STORE NUMBER W= QUAD RECEPTACLE-MOUNT AT 20'UNLESS OTHERWISE NOTED ` WD PROJECT NUMBER A RAIPD0001 4'x8'x3/4'PLYWOOD 2'A'x3/4-PLYWOOD JUNCTION BOX A} I.I.I ''� \ I —► HOMERUN TO PANELBOARD > 1'_ S A UNDERGROUND CONDUIT /� ELEVATION -TELEPHONE SECURITY BACKBOARD ENLARGED POWER PLAN -OFFICE SUPPLIES E201 ? it 5 SCALE: N.T.S. e N — ABOVE GROUNDCONDUIT Al 0 SCALE: 1/2'=1'-0" 1 2 3 4 5 6 1 7 8 9 10 111 12 13 14 15 16 1 2 3 4 5 8 T 8 9 10 11 12 13 14 15 16 M M partners 2852 Kelvin Avenue Irvine,CA 92614 FIVE VOICE LINES 949.753.7676 T 949.753.7678 F 8 PI OFFICE 'g NORSTAR VOICE wdPartnem.com 4 TELCO ARC NETWORK INTERFACE DEVICE ICS EXPRESS RJ-11 P2 VOICE L Atlanta t r P3 RJ-11 CHECK VOICE Boston it I CHECK RJ-11 Chicago L I P4 VOUT L< Da l Columbus 1 R411 STOCK las — ROOM Los Angeles P 231 2 _ Miami ~ 33 3 P5 Sacramento y 234 4 cn 5 Pill RK VOICE II g 243 I I m 5 RJ-11 VRU 241 lu 245 o w 7 o8 P7 VOICE .; K SUPPLIEDANSTALLED BY 9 RJ-11 10 P 8 VORICE K RITE AID FIELD TECH it P9 RJ-11 RX ft' 12 VOICE I2X RJ-11 _ P 10 VOICE a RJ-11 =: �'. P 11 VOICE J — I RJ-It Y. MANAGERS OFFICE I J - SASI � SABI MOH 1 VROCE EIA- 11 SfiBA R11 CAT .) 'e EIA- 6 568A I � FAX ^d. 4 NOTE:USE 8-WIRE STRAIGHT UNASSIGNED e MODULAR CABLE FROM RJ31X TO ALARM CONTROLS. I PORT 1 PORT 1 ENERGY WESTERN AMPLIFIER �_ PORT2 MGMT � POR72 UNION .Is PORT3 m PORT3 ' H H 'a NEXGEN z o UNASSIGNED e RG K PORT4 FAXSERVER PORT4 5: LE PHOTO VSAT DIAL4 BACKUP r NOTES: 1.ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUITAND PULL STRINGS AS REQUIRED. Q 2.ALL CABLE SHALL BE PLENUM RATED. - W 3.BURGLAR ALARM SHARES VOICE LINE A. > 4.SECONDARY ALARM SHARES VOICE LINE A. '+ G 5.PRIMARY FIRE ALARM IS CONNECTED TO A DEDICATED LINE.. � N GLU '; Q� i Q G9 DIAGRAM TELEPHONE RISER .�.... S SCALE: N.T.S. Q LLI W (n O JUNCTION BOX ABOVE--, ADJU 7AB EVVOLUME BELL CEILING EDWARDS#13-3AB �/ Y 1T)PAFEL "F¢ 118 cn F FLEX CONDUIT IN FINISH CEILING s 8 LOW VOLTAGE CABLE F I� J W WALL(TYP)THIS ie LOCATION ONLY r WALL--------_. GONDOLA WEATHERPROOF W PUSHBUTTON d' Y LEAVE FSLACK TAIL ON FLEX CONDUIT IN WALL $ EDWARDS#52 (� FOR VALANCE AND PROMO GONDOLAS.SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. LOW VOLTAGE CABLE T DUPLEX RECEPTACLE IN GONDOLA WER SUPPLY F KICK PLATE KNOCK OUT A MIN.VAC PRIM. C SEC. WP COVER PLATE WARDS#592E LOCAL 120VAC 4 RECEPTACLE E- s .�..-as..v�s.��.;_ s ODD Cn DETAIL-GONDOLA DUPLEX C DETAIL-DELIVERY DOOR BELL SYSTEM~DIAGRAM x G 7 SCALE: N T.S. G 13 SCALE N.T.S. t: D D' FOR DATA FOR TERMINAL DOUBLE LANE DRIVE UP NOTES: J.B.FOR AUOIO/SIG CANOPY ALL NISHE BY DRIVE r &CONTROL FURNISHED BY DRIVE UP EQUIPMENT R ABV.CLG. (1)PULL SIRING,1'C MANUFACTURER.INSTALLED BY DIEBOLD. (2)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 REVISIONS C ELECTRICAL CONTRACTOR. EQCUIPMENT MANUFACTUED WITH IVE UP RER. C 0 J13J POWER SUPPLY FOR 13 {I n VEHICLE DETECTTM © LQL I EIF r 8'AFF CHIME 13 W (VERIFY LOCATION) E ® ,�( LINE OF MOTION SENSOR FOR W FIN.CLG. VAT21 VEHICLE DETECTOR El (2)1 1/Y CONDUITS BY OPERATOR M UNDERSIDE OF CANOPY 0 B ELECTRICAL CONTRACTOR. UNIT S B' V/ CABLE FURNISHED&c INSTALLED BY OTHERS 4-X4'JUNCTION Q J BOX & PNEUMATIC CUSTOMER PROTOTYPE TERMINAL § � CON1R0 AUDIO � 107 X 163 d SWITCH BOX Q J aP � BOX FINISHED FLOOR FINISHED GRADE STORE NUMBER cl a WD PROJECT NUMBER A',`. RAIPD0001 A W E 3 01 W a 9 DIAGRAM -DRIVE UP WIRING A e 1 2.� �. _ 3 4 5 6 7 8 9 SCALE:N.T.S. 10 _ 11 _ 12 13 _ 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Al ELECTRICAL PANEL SCHEDULE B1 ELECTRICAL PANEL SCHEDULE VOLTAGE/PHASE; 1211/2asl+,V.4W AMPERAGE MAINS, 2M MA VOLTAOEIPHASE: UOr2nev,a,4W MPERA(EMANS so"MaA J1 MOUNTNM 8U FACE ANC.RATNQ ZK S91F2 RATED WITH PANEL MOP MOUNTING: &MACE AM RATIm P9t SHAES RAT®WITH PANS MDP Y! 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Y Y M[. a m 1 4 4 07a w R NMmislWv TO 2 !A2 -a a -- 1 - np - Y { BO alamlllaa 1sA! L Mf Mimi a m 1 4 4 toe tw L L1R1la o0■ienc P RAIN Y sew ■Am M a m a O M w e M ■ seam as Y m1Ha Sacramento a MMDOYr v!J(T.IaAt■■ L Y b m t 4 4 tmo tw L u■1 CQMMMDC 2 Y a.Aop • - --a AR ORTAM R 1w tl m 1 4 4 Om Y A PAMi Aa CORAQIOII POAfI Y - MAp a _ __q w __0 - asap - Y HD) MDI! MMne PHASE'A' -. °.,, ✓ L ..r.... 1&19 KVA - I-MawE D rOW WllM a Tlve/P PAI■IOANW WDx Mw■a D PoRe aM w• PHASE'A' W. : ........... 48A8S KVA 1-MAIW D TIT!HOOD PAMS Maw WI-Wa MaDu MAM f PHASE TB': .......... 72282 KVA —AND McTAarM a OaMr 1%001 Pt101000. PHASE'Er: ........... 48A1D KVA PHASE 1C: ........... 188D8 KVA a,1tl otgMr MMPANm■x PAMti ro a Tyre leer■. PHASE'C: ........... 42"KVA ■F B61BLY LMM■q TOMi■EAI®t ECl4R!i POMIOI■4,a AMD x AIE TIE TOTAL CONNECTED LOAD: 4420 KVA Mwrlw RtMole I-Pones 1%a Aa MARE IIE NON IMMMO Mn od■rAn Power TOTAL CONNECTED LOAD: 187M4 KVA K TOTAL CONNECTED AMPS 122811 AMP11 rwnM au■MM■aaMx Lel TOTAL CONNECTED AMPS: 382 M AMPS K j.. TOTAL NEC LOAD: 54.484 KVA TOTAL NEC.LOAD: 1137,524 KVA TOTAL NEC.AMPS W1A MPS TOTAL NEC.AMPS 3920 MPS A2 ELECTRICAL PANEL SCHEDULE B2 ELECTRICAL PANEL SCHEDULE C ELECTRICAL PANEL SCHEDULE VOLTAGE/PHASE 12012M,SP,4W AMPERAGE/MANS: IWA MID VOLTAGE/PHASE t2oMM,3P,4W AAPERA(fIMUNS OEA MLO VOLTA(fJPHASE I2D/2M.3P.4W AMPERAGFJMANS USA■M.O MCI NTNM 8A#FACE ANC.RATIM Pd'C aEFE8 RATED WD%PANEL MOP MOU'RNM SURFACE AM RATT'(Q zzK R9Ee RAT®WITH PAIR MOP MOUNTING St2FACE ANC.RATNQ 22K 80111188 RATED WITH PAIR L13P J O(D1P LOAD 1Wq AIa LOAD EqP Ear M.OAD Mail! wME MAAD EaP e01P tAAD WIH wAE LOAD apMP 1%aE DBOPIIOI Me. MOTE GT AMP "A) O N P • O P O M MA) AMP GT NOTE Me. 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R..gMN'R.MNMM• ■ D WO IMIC 8 4 m 1 f 4 --W - Map - A ■ + (aMMLM ROOK PM■Ifl L w ilq 4 4 m 1 0 a m 1 4 2 RYo /w L (aRl/tY2■ROOt TRYK I MiROM RNOMM o.Yr D w a)a W W m 1 a a m 14 4 tm tw Y ■..M4 o.r M..b/YMNMM. a D W tap 8 4 m t a a a 1 8 4 tam Y A ■ MAMI Fl PANa.wM 1 lailwo lA Rccot L 1l2 tn. 4 4 m 1 ) A m/4 8 1p0 4M L (a+lliAMa R00111RAOI 1 R..gtrRMM R Y OMnt W W—1 7 M m 1 4 2 pa0 w R Mws►M.C. 8N0 P4M YNb ■ A Y aMD 4%m 1 T a"I 4 4 lose w D ■ Rw..lR..NM.y I uwffv ft ROOt L 1MD tap 4 4 m 1 a W m/4 4 tap Ws L Ma111Fw!!RAOI 1RAO( 1 R.RPb'MM1■M ANTE R TA Mine 4 8 m 1 • W a 1 4 2 oM0 w R RN.4MtP1nb Mhq DA■a O4M ar%M ■ A 10 Oa.o 4 4 m t • Wiwi 8 4 Os10 Y D ■ R..ntbPMMrA 1 L1HiFxtA ROO1 L UA — 8 4 MI 11 4 m t 8 12 perm Y L (aR►MM�RDOt TRACK 1 AM.ntbWIMM.ANTE N D Y 1M0s 4 8 m 1 N 4 m 14 4 llap w R MYNeTSMr) RYgb-a.MNM)RE MW ■ D Y OMIC 8 4 m t n 2 m 1 8 4 lap w D ■ MgNN-PMMrq t 11Ra-OALa RADII L Its 1n. -1 4 m 1 1 %m t 4 4 140D w L MI■na-pa.A1' 1 WMM C.MM A Y Oise 2 8 m 1 f %m 1 4 4 oxic Y R MgM.V4M�V RNrOMr.bRr■1 ■ D Y aaMO 4 11221 %m 1 8 2 1MD w D ■ NN.N.IPII+MMYY 1 11M►WA ROM( L WD 1Mp 4 4 M t ie 4 m/4 4 aA00 Y L Ml■IIFpMP1AT 1 IY.N.bOMMMi.s R ft R Y wp 4 4 m t f 4 m 1.12 W ta0 Y A MgkRMmy R■bMYM 1Yegbi.oN■y?■W ■ D Y OMIG 8 4 m 1 4 f m 1 4 4 Oars Y D ■ IYogrflMseT 1 RE<afi{IaM3O aA■LVIAL L Wn tap 4 4 m 1 9 f m t t 4 OMp AM L IaltfO y 1 0w.b MMIM A Y ta00 4 4 m l O f m t t 8 faD w A RN.gMMPIIM�(IYM`M.Mr M.MriTMsr ■ A Y OM.o 4 8 m 1 4 4 m 1 4 4 erase Y 0 q ■PwNM PNlPlw.y t 1■olyff ■MOO MPAMIRIL L WD IMM 2 4 m 1 8 a m t 4 4 1a0 1w L Raolt'pMlIiML^MAMNML 1 MgItRiM�q'oMs R w 07Mp 4 8 m 1 f a m 1 4 4 taco w A RNaglRMssy R■aMMr RNMMMMOT ■ D Y ants 4 4 m i f ■m l 4 f o\a Y D ■ RNsplRIMM..O R.MMMM VAME MI M a m t 8 4 lase WA L R A.4aRa MPAMONYL 1 R..glR,MM.sy DMm. R w alss 2 4 m t M n m 1 4 8 ate Its R MgIrWMb.Ne R..gldY ■ R Y Dead 4 4 m t M a m 1 8 8 OapD Y D ■ IMMMIM wit R.Me OMPMM 1 PICm111M0 L w toa0 4 4 m l a x m 1 !AR RaPrIwMN TV D Y 0a00 4 4 m 1 a x m 1 4 4 !seo tat Y Iti aM Rq,b1Mb ■ R >a Oaa 4 4 m i a x m 1 W W /sea W D ■ R.wP►0r.p 1 COgDt Malls L N lap 4 4 m f a M m 1 ■PAC! RM.N.bA~Ib".a.W A Y lose 4 4 m I a a m 1 2 8 /A00 V Y IIN.1■O1w RNw.kOIM. ■ R w sip 4 4 m t a nt m t W W faoD L 0 q RN.gbE.M.b ' H WADE m i L a m 1 MPA W IIN.NP.IPN� R Y CAM) 4 a MI O a m 1 2 fE wW Y R RsyIYmM1M WAMM ■ m t O a m 1 4 4 taa m A q P NM.Ryb Ml H !/� m 1 1 a m 1 IAOL NM.wMe•v wMbMs A w ioce 4 W m t a a m l 9 4 •A.0 Y A ).....M Tw.q�� TrA: ■ D ti MACM M 1M m 1 a a m 5 f 9 oaa■ As D W taq t.r.M NOTE R..MbRMrry R w Cap 12 4 m i M a m 1 4 8 ONp 45 R Rr..lOb. MOTE ?: PHASE'A' 12A48 KVA 1-MauNE D TY1!MOOD PA/6 sG1W wm1 eaaRafr■taM■■AR RSNpu ON.w NMM aM. 0 w o)a .1 m i a x m 14 8 MMo u R MMMrO(4 PHASE'A': ........... SA20 KVA F MiYNE D 1"s NOoo PAMai■OMo wRH Raablf aPaao sew AIM■OATm PHASE V: ........... ILSO KVA M.eMgtrRNM TNu MMaM o MM ono 4 swim 1 a Me m I a 4 am u R RN.gbdb PHASE V: ........... 8A00 KVA M+WUW■AA z ........... N: PHASE'C': ........... 5070 KVA !-PIO.■>=Wants aP-a�.■(PAMMi COITALROR my mnROL R..glOM 11Nu�M D u OTDo a 4 m/err a m 1 a 4 ns) u R RsgrllMt■OT PHASE'C': ........... 7A20 KVA r wtD,Of a■■IawTa COPPn MaMATp efaw ro■eMMTE■nRAll>E■Raub Pon V W/ODIRACI01 0■pPnIN.• Ilh1 Y w wss 8 4 m t Me b m 1 4 4 Ols0 w R RMpAMs.T M PAXS YW. TOTAL CONNECTED LOAD: PB278 KVA Des Y a4 pants a 4 m t n 4!m 14 4 PAa TOTAL COMECTED LOAD: 18040 KVA tr■nATm amlMq TOTAL CONNECTED MPS 81.828 MPS I1131E TOTAL CONNECTED AMPS 72288 MPo - TOTAL N.E.C.LOAD: 88 KVA PHASE'A': ........... 10240 KVA 1•lafANE D T19E NNDm PAIMi r3Ap wlR pIa•BIr aRauW■a TOTAL NEC.LOAD: 28.040 KVA C)TOTAL NEC.AMPS 10t7 AMPS PHASE V: ........... 8380 KVA TOTAL NE-C,AMPS: 728 MPS W PHASE'C: ........... 10.870 KVA - ` TOTAL CONNECTED LOAD: 2111270 KVA a/ N G TOTAL CONNECTED AMPS BUM AMPS G Q Q� TOTAL NEC LOAD: 29.M KVA TOTAL NEC.AMPS MS AAP8 �t a W V ELECTRICAL LOAD SUMMATION MDP ELECTRICAL PANEL SCHEDULE FC OEBQPTgN CONNECTED(KVA) DEMAND FACTOR DEMAND O(VN BEIrAM 4OIZ06V,W.4W.aM1 BUS RATING: SODA mm F'EEDER& SEE ONBME OMSRAM W '^ O e TYPE: SQUAREEQUAL)D"NOOIT(OR EQUAL) ALC.RATNQ 22,800 MOU4TN(k RFC W 314"CONDUIT TO Ullift Load■ �� 12Q0 N'� MWr MnAo 7.d. . MM AMe LOAA wP Z EMSFORPOWER o General Une 711R TO KVA(R 1DD00 t000 10.000 Nn �a MOTE GT AIP 0Wq o M od P A ■ D a P o N K"o AMP GT NONE osDrlMM xn Py Y a PAIMi Me N 1Cl.0 ti M 1 !-M nose into —a--l � LL U) EXTERIOR WALL LINK INTERFACE F — — Goo Mal D.. OM1D KVA(R 4,724 DAN 2.882 _ _ _, , _ _ a _ F J J W Docketed 21A80 1A00 21A80 PAlai Al 4u Mtv I _.T 4a■ - -■ W t W PANEL HVAC a1W M■dus"04 NS074 1000 748.074 PAIM!AMw aMW w a f % v. Y MDP PANEL PANEL PANEL PANEL PANEL = _ Al A2 B1 B2 C KWM 00 QD00 tA00 OA00 ante _y f TYPE YB"FITTING AT WALL PAId D Tw 0a■ 4M a 4 a r ASpaYrous aT W 18780 u)OO lam MMp -M a ELECTRICAL SECONDARY MOUNTED TO EXTERIOR WALL TOTAL 28&980 28t884 )l10 a x PHASE'A': ........... I8.421 KVA PHASE TY: ........... 64AM KVA x II COMBINATION MAIN SWITCH AND CT MEII ........... 88CONNECTEDPHASE'C': Y 2M KVA CABINET WITH UTILITY METER. TOTAL CONNECTEDAMW....................... 788.8 Y E UTILITY METER UIREMWIRINGNTS.PER 4#1 d 1#6 GN0. _TWO SET OF 4#350 MCM d 1#1 E s UTILITY REQUIREMENTS.PROVIDE IN 11/2"CONDUIT EACH GND.IN 3"CONOUIT EACH TOTAL MEO A1Pa"""""""""' �7'7 TOTAL CONNECTED LOAQ 288280 ALP SERVICE ENTRANCE GROUND PER TOTAL CONNECTED MPS 78M7A AMPS '-' UTILITY AND CODE REQUIREMENTS. UTILITY 4#110,1#6GND. € !; CABINETtM _ IN 2"CONDUIT EACH F 1 01 DID #3/0 BARE STRANDED COPPER IN 1"SCH.40 PVC TO g, NOTE: 3N BOOA BUILDING STEEL AND COLD WATER MAIN. 1201208V 3PH 4W MINIMUM WIRE SIZE FOR LIGHTING AND POWER BRANCH CIRCUITS SHALL BE#12. II MAIN NOTE: FOR ALL 20 A BRANCH CIRCUITS,WIRE SIZES SHALL NOT BE LESS THAN THE FOLLOWING: UTILITY SERVICE DISCONNECT TRANSFORMER CIB � 80'OR LESS#12,61'TO 95#10,96'T0150#8,151'TO 230#8,UNLESS ACTUAL FIELD WIRING I-ALL ALL WIRE SIZES SHALL COMPLY WITH NEC TABLE 310-16. OTHERWISE PERMITS. GRADE : 2-CONDUIT SIZES SHALL COMPLY WITH NEC TABLE C1,APPENDIX C. ALL OTHER WIRING SHALL BE UPSIZED TO COMPENSATE FOR VOLTAGE DROP,PER ACTUAL .- ELECiRICALSECONDARY EQUIPMENT INSTALLED AND ITS LOCATION 2 SETS OF(4)500 KCMIL W/#2/0 GND.INS A D ELECTRICAL SECONDARY 4"C BELOW GRADE. EQUIPMENT ENCLOSURES SHALL IT LEGIBLY MARKED IN THE FIELD TO INDICATE THE D I) ELECTRICAL PRIMARY FROM STREET PER 2 SETS OF(4)500 KCMIL.IN e C BELOW GRADE. k EQUIPMENT ENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING PER NEC 710-22 AND UTILITY REQUIREMENTS - ' -_ss - a,-e+era,�<.snr::�nsxw•.mrx.,sx.-:�.ar,.�u.*��.- -.s.,�reauui�,s,aaay.. zz.aa+x.�s1� ,ate.�ava,- -_ �. .. ., .. .. -_ _. .. , POWER RISER DIAGRAM -EXTERIOR METERING/DISCONNECT SWITCH 7AS PANEL SCHEDULES D SCALE.N.T.S. a _ D V T SCALE N.T.S. e REVISIONS C C PC1 04J0-07 Lu Q CB1 05-04-07 'qI HD1 05-16-07 Q 1 O WW 0 2 V/ B od B M 6 JJ ❑ C _ PROTOTYPE Q 107 X 163 STORE NUMBER WD PROJECT NUMBER Q A RAIPD0001 A V E302 W 1 2 3 4 5 6 7 8 9 10 1 12 13 14 15 18 - .v. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS € 2X4 FLUORESCENT RECESSED LIGHT M A FIXTURE LTTHONIA 2SP8-G-4-32-Al2-120-GEB METALUX 2GR8-432A-12OV-EBBI-U F32T8/SP35/ECO* 4' PREMIUM RECESSED,LENSED, FLUORESCENT FIXTURE M Ners 2X4 FLUORESCENT RECESSED LIGHT FIXTURE"A*WITH TWO LAMP EMERGENCY BATTERY PACK AE FIXTURE EMERGENCY UTHONIA 2SP8-G-4-32-Al2-120-GEB-EL METALUX 2GR8-432A-120V-EL4-EB81-U F32T8/SP35/ECO* (NOMINAL 1400 LUMENS) 2X4 FLUORESCENT RECESSED LIGHT FIXTURE'A'WITH TWO LAMP EMERGENCY BATTERY PACK 2852 Kelvin Avenue AE1 FIXTURE EMERGENCY LTTHONIA 2SP8-F-4-32-Al2-120-GEB-EL METALUX 2FRB-432A-1 20V-EL4-EBB1-U F32T8/SP35/ECO (NOMINAL 1400 LUMENS) 949.749.7 CA 953.7676T T 2614 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED,LENSED, FLUORESCENT FIXTURE, 949.753.7678 F B FIXTURE LITHONIA SPB-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 wdpartners.com e BE FIXTURE EMERGENCY UTHONIA SPB-F-2-32-Al2-120-GEB-EL METALUX FCB-232A-1 2OV-EL4-EB81-U F32T8/SP35/ECO* (NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4- PREMIUM RECESSED,LENSED, FLUORESCENT FIXTURE, III FIXTURE LTWONIA SPB-G-2-32-Al2-120-GEB METALUX GRB-232A-120V-EBSI-U F32T8/SP35/ECO* ACOUSTICAL CEILING Atlanta Boston 1X4 FLUORESCENT RECESSED LIGHT FIXTURE'Bl"WITH TWO LAMP EMERGENCY BATTERY PACK z Chimp L B1E FIXTURE EMERGENCY LITHONIA SPB-G-2-32-Al2-120-GEB-EL METALUX GRB-232A-120V-EL4-EBB1-U F32TB/SP35/ECO* (NOMINAL 1400 LUMENS) L Columbus }" 1X8 FLUORESCENT LIGHT FIXTURE Dallas -,. C -CHAIN HUNG UTHONIA TC-2-32-120-GEB-HC36 METALUX BM-232-120V-EB81-U/AYC-CHAIN/SET-U F32T8/SP35/ECO* 8' STRIP FIXTURE WITH SEPARATE HANGER CHAIN t Los Angeles 1XB FLUORESCENT LIGHT FIXTURE FIXTURE'C"WITH TWO LAMP EMERGENCY BATTERY PACK Sacramento L CE -CHAIN HUNG- EMERGENCY UTHONIA TC-2-32-120-GEB-EL-HC36 METALUX BTSS-232-120V-EL4-EB81-U/AYC-CHAIN/SEr-U F32TB/SP35/ECO* (NOMINAL 1400 LUMENS) 1X4 FLUORESCENT LIGHT FIXTURE C1 -CHAIN HUNG LITHONIA C-2-32-120-GEB-HC36 MEFALUX SS-232-12OV-EB81-U/AYC-CWVN/SET-U F32T8/SP35/ECO* 4'STRIP FIXTURE WITH SEPARATE HANGER CHAIN ;• 1X4 FLUORESCENT LIGHT FIXTURE FIXTURE"C1"WITH TWO LAMP EMERGENCY BATTERY PACK F CIE -CHAIN HUNG LTTHONIA C-2-32-120-GEB-EL-HC36 METALUX SS-232-120V-EL4-EB81-U/AYC-CMN/SET-U F32T8/SP35/ECO* (NOMINAL 1400 LUMENS) y 6'XB'FLUORESCENT LIGHT FO(TURE TC-1-32-120-GEB '1 D WITH REFLECTOR LTTHONIA CASR-48-SSR(2 REQUIRED FOR B'FIXTURE) METALUX 9W-132-120V-EB81-U/STN/SS-ASY-SS-4-1- F32TB/SP35/EDO* B'STRIP FIXTURE,WITH ASSYMETRIC REFLECTOR '"rT s 6"X4' FLUORESCENT LIGHT FIXTURE C-1-32-120-GEB KE WITH REFLECTOR LRHONIA C75R-48-SSR METALUX SS-132-120V-EB81-U/STN/SS-ASY-SS-4-1-8 F32T8/SP35 * 4'STRIP FIXTURE,WITH ASSYMLTRIC REFLECTOR K IXB SURFACE MOUNTED r, F FLUORESCENT LIGHT FIXTURE LITHONIA TDMW-2-32-120-1/4-GEB W/LAMP METALUX 8TVT2-232DR-120V-EEI8I-WL-U F32TB/SP35 * B'ENCLOSED WET LOCATION FLUORESCENT FIXTURE x TRACK LIGHTING WITH 12"WALLWASHER FIXTURES,2'SPACING G CEILING MOUNTED TRACK LIGHTING LTTHONIA LTD-CFWW-1/42-TRT-I2AP-LD-120-WH HALO L323ZLP/LVR3232SC/L652P/L651 P/1-901 P 42W TBX/835/A/4P/EOLs PROVIDE TRACK ACCESSORIES AS REQUIRED BY MOUNTING CONFIGURATION 0 WESTERN - 'H'RXTURE MUST BE PURCHASED THROUGH MARK KANER,WESTERN EXIII COMPANY'S i§ H TWO LAMP TSHO COSMETIC LIGHT EXTRALTTE RITE AID NATIONAL ACCOUNTS - F54T5HO/SP35 ss NATIONAL ACCOUNT REPRESENTATIVE AT(314)432-4560. DD NOT INSTALL LENS ON FIXTURE I DOWNUGHT LITHONIA LFB-2/26DTT-MVOLT-FB02A HALO H803-81 DC F26DBX/T4/SPX35/4P* B"REFLECTOR,CLEAR DIFFUSER € J OPEN WALLWASHER DOWNUGHT UTHONIA LF8-2/26DTT-MVOLT-FBWIA-TRW HALO H803-BlOWW F26DBX/T4/SPX35/4P* B'REFLECTOR,OPEN WALL WASHER J ILLUMINATED EXIT SIGN,CEILING k LED EXIT SIGN W/HIGH OUTPUT LEAD CALCIUM BATTERY J K WALL MOUNTED UTHONIA LHQM-SW3R-I20/277-RO-HO SURELRES LPXH70RWHDH LED ** (BATTERY SIZED FOR ONE REMOTE DUAL HEAD FIXTURE) S` DUAL HEAD WEATHERPROOF REMOTE PROVIDE 2 110- 1/2"C.FROM REMOTE HEAD TO NEAREST M EMERGENCY HEAD UTHONIA ELA-W-T-NX-HO606 SURELRES 6T6DWWH EXIT SIGN FOR DC POWER. HD1 RECESSED 8"LENSED ODWNUGHT 0 SUITABLE FOR DAMP LOCATIONS LTTHONIA LGHZ-70M-BRW-FFL-12D PORT HID M6023T-730-10002SPF 70W MH s* TWO FLOODLIGHT FIXTURES-ON SINGLE ,, `"....-`. `'; .,`_-"`": �,'.. ..'�'" ',,. .`.;" '4°" .. •...„�,.."+ y. -BRACKET UrHONU MODEL#BS2B-DDB/LUMARK JAB1 P 20'POLE UTHONIA. TFL-4OOM-RA2-TB-IS-LPI HID ACCESS AMF-F-400-MH-MT-76-BK-LL 40OW MH** SQUARE STRAIGHT STEEL POLE UTHONIA MODELI SSS20-5G-T20-DDB/WMARK jSSS5M20SYn SEA GULL S WALL LANTERN LIGHTINGWINONA 88176-51 (3)25W CANDELABRA*r --W` -EXTERIOR-WALL PACK--".-.�°" --iWONIA WSR=175M-12D-ORS4E-D61-B-,.. �..... ':'�-,.,1 ' ,_,...+'e`5...-vim -�°' ^•.MVR175/U/MED..., .,,� "_` f H H * NOTE:LAMPS PROVIDED BY RITE AID. NOTE LAMPS PROVIDED BY ELECTRICAL CONTRACTOR- 7. W O M > Ln N LU - n�� - n_.. �, ,�:_•�.vF, .ate, ..� G7 LIGHTING FIXTURE SCHEDULE 0 O w - - SCALE N.T.S. E Lu Z V5 Q J IF F J Ill e w T J 21l INTERLOCK WITH x DD E FOR SHUTDOWN(TYP.)RTU E' DUCT SMOKE DETECTORS $0 S D $$ $ E— FIRE SPRINKLER SERVICE FLOW AND REFER TO DRAWING E1.03 FOR SUPERVISORY SWITCHES $ QUANTITY AND LOCATIONS VERIFY QTY WITH FIRE PROTECTION 3- :O SHOP DRAWINGS (; REMOTE INDICATOR(TYP.) ,T. CEILING MOUNTED AN DEVICE `- (TYP.) a C °. � WP g D WALL MOUNTED AN DEVICE ( 'P) a r SEE NOTES Yp FIRE ANNUNCIATOR LOCATED AT ANN n. FRONTENTRANCE. FACP MEZZANINEE FIRE ALARM PANEL ROOM LOCATED IN a 120V(CIRCUIT G29) g 2 TEL.LINES IN 3/4'C TO TEL. BACKBOARD FOR OWNERS THIRD PARTY CENTRAL STATION MONITORING. )` FIRST FLOOR REVISIONS 1 C C ❑ HD1 05-16-07 NOTES: ° a n 1.PROVIDE A FIRE ALARM SYSTEM COMPLETE WITH SYSTEM EQUIPMENT,TECHNICAL SUPPORT,SYSTEM PROGRAMMING,FINAL CONNECTIONS S.ALL WIRING SHALL BE RUN IN CONDUIT-314"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 U)�/� 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: El THE FIRE ALARM SYSTEM IN"ALARM"OR"TROUBLE".THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARMINGIDISARMING THE FIRE ALARM C SYSTEM AS REQUIRED BY THE WORK. STROBESIHORNS(SYNCHRONIZED):4*14 MANUAL STATIONS;HEAT DETECTORS;SMOKE DETECTORS:2*14 6T v 3.FIRE ALARM DEVICES INCLUDE MANUAL STATIONS,SMOKE DETECTORS,HEAT DETECTORS AND AUDIOMSUAL NOTIFICATION EQUIPMENT.ALL 24VOC POWER:2*14 4 t` DEVICES ARE NEW UNLESS OTHERWISE SHOWN.REFER TO FLOOR PLANS FOR ADDITIONAL QUANTITIES AND LOCATIONS OF FIRE ALARM DEVICES. MISC.CONTROLS:2*140R AS NOTED. 0 ,w DEVICES SHOWN ON THIS DRAWING ARE TYPICAL FOR SEVERAL OF THE SAME TYPE.WIRING IS SCHEMATIC.COORDINATE FINAL WIRING V BCONFIGURATIONS AND CONDUIT SIZING WITH THE SYSTEM VENDOR IDENTIFY AND LABEL FIRE ALARM DEVICES WITH THE DEVICE NAME. 7.CONCEALED DETECTORS OR OTHER ALARM DEVICES:PROVIDE REMOTE INDICATOR LAMP AND TEST SWITCH,IN A VISIBLE LOCATION,i.e.ON 6El cn REMOTE INDICATORS WITH THE APPROPRIATE DEVICE NAME. SUSPENDED CEILING,WITHIN TWENTY FELT OF DETECTORS.COORDINATE FINAL LOCATION IN THE FIELD.LABEL REMOTE LAMP WITH DEVICE W a_ NAME. 4.COORDINATE LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES WITH THE ARCHITECTURAL DOCUMENTS.UNLESS OTHERWISE SHOWN, n El Q J I r: INSTALL NOTIFICATION APPLIANCES AT 98"ABOVE FINISHED FLOOR(AFF)OR 6-BELOW THE CEILING,WHICHEVER IS LOWER.PULL STATIONS SHALL y lay T` BE MOUNTED AT 48"AFF.MEASUREMENTS ARE TO THE TOP OF THE BACKBOX E PROTOTYPE Q 107 X 163 STORE NUMBER CU LU �V WD PROJECT NUMBER '^ A RAIPD0001 A v+ W in ._ HOW < A9 FIRE ALARM RISER SCALE:N.T.S. 6 7 B _ 9 10 11 12 13 14 16 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 KEYED NOTES: ODIMENSION SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE �rr MINIMUM CLEARANCE TO ROOF EDGE.EQUIPMENT PROVIDED BY REFRIGERATION CONTRACTOR WIRING AND TERMINATION BY L; ELECTRICAL CONTRACTOR. M OAMBIENTLIGHITINGCONTROLSENSORANDOUTSIDETEMPERATURE nu partners SENSOR MOUNTED ON RTU-2.PROVIDE 3l4'C.DOWN TO EMS SYSTEM, PHOTOCELL SHALL BE MOUNTED AND ORIENTED SO AS TO AVOID 2852 Kelvin Avenue CONFLICT WITH SITE LIGHT FIXTURES. Irvine,CA 92614 ,O PACKAGED ROOFTOP UNITS WITH FACTORY ROOF CURBS.COORDINATE 949 753 7676 T EXACT LOCATION OF SUPPLY AND RETURN DUCT PENETRATIONS AND 949.753.7678 F STRUCTURAL SUPPORT FOR UNITS WITH STRUCTURAL DRAWINGS. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER MANUFACTURERS wdpartners.com INSTALLATION INSTRUCTIONS. OROUTE T STORM PIPING FROM RD1 DOWN COLUMN AND CONNECT TO SITE STORM SYSTEM. O ROUTE 3"STORM PIPING FROM RD2 DOWN COLUMN AND )�, Atlanta L 5 SPILL TO GRADE. Boston go L POLYCARBONATE ROLLER .O ROUTE T STORM PIPING FROM RDI DOWN COLUMN AND L IJ Colu�m6us CONNECT TO SITE STORM SYSTEM. Dallas _O ROUTE 4"STORM UP TO RD1. Los Angeles 10,MAXIMUM Miami _O PROVIDE 2'CONDUIT FROM SATELLITE DISH TO ELECTRIC ROOM FOR Sacramento SATELLITE DISH CABLE.SEE ARCHITECTURAL DETAILS FOR CURB 2PSI GAS.SIZE AS NOTED ON PLANS. DETAIL,VERIFY LOCATION OF DISH PRIOR TO CONSTRUCTION. o-O 4"0 CONCENTRIC VENT FROM UH-1.REFER TO DETAIL C1344.201. .O SECURE CONDENSING UNIT(CLLi)TO EQUIPMENT PAD USING STAINLESS MIRO MODEL 3-R SPACERS.OR APPROVED EQUAL 10 STEEL SCREWS.PROVIDE(1)LAYER OF ROOF MEMBRANE UNDER PAD USE AS NECESSARY TO KEEP PIPE LEVEL AND EXTEND 2 FEET BEYOND EQUIPMENT PAD ON ALL SIDES. MIRO MODEL 1.5 POLYCARBONATE ASO TO SPREAD PIPE WEIGHT EVENLY OR APPROVED EQUAL ROOF LINE THROUGHOUT PIPE RUN. S 11 K INSULATED REFRIGERANT LINES FROM AC-1 TO CU•1.CONTRACTOR TO PIPE STAND OR EQUAL VERIFY SIZE FOR LENGTH OF RUN AND RISE PER MANUFACTURER'S K`i SPECIFICATIONS.REFRIGERANT LINES SHALL BE BRAZED. ROOF TOP PIPING SUPPORT DETAIL K1 J J TFI �} M TK ` G F D C 6.1 B.2 6.1 B A ROjECT i € i I i is f " 4.2 , 91-13,15_ Y W G i � I � s G a I i �� I, G B 2 81-",30 I I I ❑ Q LU �3.3 — f tl 100p013 I 1 G I �I( I L Q 4y V e I I j i i 71 RTU-2 �Fl I j I I i 1 I4 RTU-1 f 100ITOTJ IEI O W LU (n/ ! i .J` 137, 41 Z 3p cn i W u i W � I ' � i A 111 I 1Ell 1 d R01�351fsQ.Fr.) ! J - - -f- - - - - - - - - - - - - - - - - - - - - - - - - - - .-� I ! 03"VTR.4 �11WNG(221CFH)� E t 33 ROUTEDONROOF V E s. f, . ' ------ ,1 I f ' LI7 I I I I V L— - ------ I I 131-MAQ42� T Al I 3 ,1114-NG(224CFH) Yi! T 1 ROUTED ON ROOF y�' a 'GF i I I c I �✓� ! � 7 RTU- f j _ + I B1-323438 i ' t I 100200n.1013 B1- 22 4 i 24 ,2 D i I I I i CONNECTTODISCONNECT D 60MSWITCH FURNISHED WITH L E G E N D I 4'FLUE UP FR i ' T1 t lr NG(349CFH) j LI7 t i)j i CONDENSING NIT, r FIRED HWH-1. € ROUTED ON ROOF MINIMUM 10'�' R EDISCONNECT EDGE OF Tt)F4100F.TH j a c I „ i EXPOSED EXTERIOR PIPING , �--OFl� _ I 1l4"NG REFRIGERATION —�HOMERUN TO PANELBOARD ,. i GAS I SHALL BE PAINTED. + gym CONDENSING UN I i I I ROUTED ON ROOF iV , FUSED DISCONNECT 4 AND PIPING ! f - 30/2013 PENETRATING ROOF SHALL' j E I I i '20'DENOTES SRE OF FIZE OF DUS3CONNECT $ BE MADE WATERTIGHT USING l ! f I I j j '3"DENOTES ROF POLES APPROVED FLASHING$AND ' T 'FLASHING MATERIALS.REFER V V TO BHEETA-501 DETAILD7,V }} I LI7 I LI7 v ELBOW UP REVISIONS ' I i 212"NG ON TO 3NTR 111 � I � C ELBOW DOWN C � O STOCK ROOM ROUTED ON ROOF /" i- RDi(1710 SQ.FT.) O RD1(3520 SQ.FT.) 7 RDI(3520SO.FT.) � I 7 I I 7 i I I RD1(3425SQ.FTJ It ' Ir 1 1 i B A501FORSHEETA-13DETAJL I i (TYP.FOR ALL ROOF DRAINS) all �; l � 0 I 4 I I I I I' i LL PROTOTYPE O i ' STORE NUMBER 6F "V WD PROJECT NUMBER A RAIPD0001 LU A3ELECTRICAL EQUIPMENT PLAN — SCALE: 1/8"=1"-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �. �. � ._.�...__ r r `IMBOLS LEGEND .,,:. �,. ,;... '-OWNER ARCHITECT ENGINEER ,�,__� �- �. ■A000 TITLE SHEET PC2 05.24-07$` - ®A061 -'^--- `--^ADA`GUIDELINE3 'r --DRAWING I.D.NUMBER ®A002 ADA GUIDELINES r'■@:•*`^".,,,a,/^^.,�,.+..",,,<,,rFIXTAJRE�.LAN„�r""„ "°" "`�fi'^""*. DRAWING TITLE SCALE: 1/4"=1'-0"FLOOR PLAN � 0CA01 CONDITIONS OF APPROVAL PC2 05.24-07 A 12 CA02 CONDITIONS OF APPROVAL PC2 05 24-07 _ DRAWING SCALE J Q M CA0 CONDITIONS OF APPROVAL PC2 05 24-07 ' SECTION . . . . . . . . . . . . . s-,oz Al � IVJ 1R1, dTM r 'W. ' war p a to a rs ■CS COVER SHEET AND INDEX C61 05-04-07 SECTION I.D.NUMBER SHEET WHERE SECTION SURVEY IS IS LOCATED '.. EI C101 SITE IMPROVEMENT PLAN PC2 05-30-07:y E7 C102 GRADING&DRAINAGE PLAN PC2 05-30-07 - DETAIL , j 11 ' s-1o2-Al Q I=1 C104 - `^_°``k''�£ROSION CONTROL PLAN ``�R '`-�C81 05-04-07 �,L PC2 DETAIL I.D.NUMBER . I.MC1o5 SITE UTILITY PLAN CB1 05-04-07 SHEET WHERE SECTION , 2852 Kelvin Avenue IS LOCATED Irvine, CA 92614 ■C106 SITE ILLUMINATION PLAN ui -_ AREA TO BE ENLARGED O 949.753.7676 T ®c2o1 SITE DETAILSwt DETAIL(ENLARGED) . . . . . - / 949.753.7678 F ■C202 SITE DETAILS CB1 05-04-07 s•1aza1 ,-^■C203 DETAILS r DETAIL I.D.NUMBER wdpartners.com Q,0 L101 � TAILS PC2 05-30-07,` T SHEET WHERE SECTION ®t101C204"" `""' """'�LANDSt;APEiPL14N"""�"�" C8105-04-07 O 13 LOCATED ®L102 IRRIGATION PLAN CB1 05-04-07 O ELEVATION . . . � s 1 ■L201 LANDSCAPING DETAILS ELEVATION I.D.NUMBERRITE Al �6 Partners ongne STRUCTURAL ,°4 SHEET WHERE SECTION IS LOCATED ■S001 GENERAL STRUCTURAL NOTES CEILING HEIGHT ABOVE d.w ®8002 TYPICAL DETAILS CB1 05-04-07 M CEILING HEIGHT . . . . . . . . FINISHED W..diA °ngl..d. T-,. CORPORATION el g a H E]S004 TYPICAL DETAILS CB1 05-04-07 DOOR . . . . . DOOR NUMBER 5004 TYPICAL DETAILS CB1 OS-04-07 �X�/ 714E DESIGNATION eev I PK'" Q S101 FOUNDATION PLAN CB1 05-04-07 •/� "11!1 S102 ,-,,r" -,-MEZZANINE LEVELFRAMING-PLIkN'"-,/-"'-,e--, /C 1'05-04-07, WINDOW NUMBER `A�DESIGNATION 4F� `� 135103 ROOF FRAMING PLAN PC2 05-24-07/ WINDOW v 'rohram R3oa€ n "*,.... ,s'"° „/�,..s,•,,,, LLrr..'- ;.�5201 .. �. TRUCTURALDE'fAIL3 FINISH DESIGNATION STORE DEVELOPMENT o S202 STRUCTURAL DETAILS PC2 05-2 ; FINISH MATERIAL . . • ' . ' . TRIMONLY<--COMMENTS,IFAPPLICABLE PD2 13 S203 --' `" �§TRUCTURAL-SECTIONS-� `v'�0�-- °'"`�--'/`--•-- -"C61 65-04-07 30 HUNTER LANE KEYED NOTE DESIGNATION ®5204 STRUCTURAL SECTIONS KEYED NOTES . . . . . . . . . . �/ ON APPLICA13LE SHEET CAMP HILL, PA 17011 ®5205 STRUCTURAL DETAILS 0 -CHIT CCCCCCU w ,. :. M ®A101 FIRST FLOOR AND ME 7ANINE PLAN HD1 OS 16-07 /� REVISIONS `,_ ADDENDUM NUMBER (717) 761-2633 ■A102 WALL AND FLOOR FINISH PLAN HD1 05-16-07 L/ .�-REVISEDAREACLOUDED atlanta Boston Chicago Columbus dallas los angeles miami sacramento ,9.A103 �.- -REFLEC7EDGEILINGPLAN, --� ,"- ,�^-••t,�- ,r- -C82- - .� �Nl� _,°_,v.= ELEVATION HEIGHT ■A104 FIXTURE AND GRAPHICS PLAN PC2 05-24-07 `, V 13 A105 ROOF PLAN PC2 05-24-07 ELEVATION HEIGHT 100`_0" _ DEVELOPMENT CONTACTS PCz �A201`---�-"----^ EXTERIOIYELEVATIONS `''`--'' `a-�` Y T Os.��as Eas,lcerc« W. �. J 0 A401 WALL SECTIONS AND DETAILS EQUIPMENT NUMBER EQUIPMENT . . . . . . . . . . . --DESIGNATION A40z WALL SECTIONS c61 05-04-07 BUILDING: WATER FIRE: M A403 WALL SECTIONS ,- WALL LEGEND . . . . . LOW(1/2)WALL(WOOD FRAMED) CITY OF LAKE ELSINORE ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT M A404 WALL SECTIONS CB1 OS-04-07 �c NEW LOW PARTITION, 150 SOUTH MAIN STREET 31315 CHANEY ST. 2300 MARKET STREET EI A501 ROOF DETAILS w ° REA801 FOR PARTITION TYPES. LAKE ELSINORE,CA 92530 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 ®A502 EXTERIOR DETAILS CB1 05-04-07 NEW FULL HEIGHT PARTITION, (951)674-3124 (951)674-3146 XT:8427 RE:Ag101 FOR PARTITION TYPES. (951)955-4777 ■A503 EXTERIOR DETAILS 02 .. WALL ■A601 INTERIOR ELEVATIONS PC1 04.30-07 NEW-801 A602-,° ,ANTER1OR ELEVATIONS AND..ENLARGED PLANS •.ate _PC1.A4-;-7 ' ELECTRIC: HEALTH DEPT. NATURAL GAS E A603 INTERIOR ELEVATIONS AND ENLARGED PLANS PC2 05-24-07' SOUTHERN CALIFORNIA EDISON RIVERSIDE COUNTY ENVIROMENTAL HEALTH SEMPRA UTILITIES Dti•A701-•--N--/'1-- INTERIOR DETAILS-- 26100 MENIFEE RD. 38740 SKY CANYON DRIVE 25620 JEFFERSON AVENUE E,,M A702 ,,_,. ,,4NTERIORDETAtLS ROMOLAND,CA 92585 MURRIETA,CA 92563 MURRIETA,CA 92562 ■A703 STAIR PLANS,SECTIONS AND DETAILS PC2 05-24-07 W (951)928-8206 (951)461-0284 (909)335-7558 ■A801 DOOR SCHEDULE,DETAILS AND PARTITION TYPES PC2 05.24-07 PC2'°■A802`y.'.'`^•�INDOVG TYPES"-s '`-'r'`^.'a ,".r"'.'"".'a"`--"1S.-^'fiy`..^'•:",`"�'".�'"`-"rUj ■A803 FINISH MATERIAL,MASONRY&STOREFRONT SCHEDULE CB2 Po a 'a _ .. ., Ll1M NG,-.. .. .. m �. ,-...r .. x ., nth :... _:.. .. - .. U., .?.,.:...,.. �-t a...... _ ... ,... ..„.. e � -.ozx $... -....,;.,: ... ,.. ,<. .� ,.-,.-... .I.r. ,,i_.n3... _... .... .s. -- +k.... - x w_.....,. - -... S� .y.2aa'sA•.ay..v,:,..,s...u1°a� - .... >.5......... .a_<« ,:-.... _k'k,S`. ..-...-+..... - -. ,..T. ...tom. -,r ... �+wv .. ..,. +4"...c , .�+C,r..- _+, .,v r.`.-.-.._. �.. '�.ro r .a�_.. �.._.-._ _ ea.. _.,_, .�' _ .�. ,..,�,.. _ _ �,�a, w �..�'. .._. ,,,�a a.._ - 4 - _, _ N ATE AND PLAN PC2 05 24-07, � - .,. ,t� � - ..., .,-.. _ � _.._ _,. � _. -� _ ..- .. .. ■P701 SANrfARY CONDE S A _ y . , _ � <. _._ GENERAL PROJECT NOTES _... _ CODE NFIDRMAT ON ,r ENDOR�ON7 `iC�'S. <. � _ _ ,... r VENDOR COMPANY PRODUCT TYPE CONTACT CONTACTNUMBER .■P2D1=,> AiRd►N�"Yo4t1SLAii-` D1`115-16y07 J 1. APPLICABLE CODES " `. " - - VENDORI ARMSTRONG CEILINGS BOB WILLIAMS 8n-276-7876 EXT 8052 1° THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS APPROVED IN WRITING BY RITE AID ■P202 PLUMBING ROUGH-IN PLAN PC2 05.24-07` CORPORATION. BUILDING:CBC 2D01 FIRE:CFC 2DO1 `_ f n. �-•"� T - VENDOR3 ARMSTRONG FLOORING MARK BROWN 8D635G9301 EXT 8943 PC2 •� LU 2. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS,PRODUCTS,MANUFACTURERS,OR CONSTRUCTION SHOWN,IMPLIED OR WRITTEN PLUMBING:CPC 2001 ACCESSIBILITY:CALDA9 -MEC.`HANICr`AL.+;;.,. - ;;:�.__,� ;� �;�`. _ VENDOR S ATAS INTERNATIONAL HTICOMPONENTS LIGHTING DONNY WALL nano-ssso IN THIS CONSTRUCTION DOCUMENTS SET. MECHANICAL:CMC 2001 ENERGY:CEC 2005 AND CALIFORNIA CODE OF REGULATION,TITLE 24,PART 2,SECTION 1101B - -- - VENDOR BESAM AUTOMATED ENTRANCE AUTO DOORS PAMHOMYAK 6DO443°5(IW EXT 20415 3. DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS.ANY CONFLICTS BETWEEN OR WITHIN THE DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT ELECTRICAL:CEC 2DO4 ia M101 MECHANICAL PLAN VENDOR BLUE GIANT DOCK LIFT JOHN SIMON 80Dall-7078 TO THE IMMEDIATE ATTENTION OF THE RCM AND ARCHITECT.UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. IS M201 MECHANICAL DETAILS VENDOR 2. USE GROUP(CHAPTER 3) CARLISLESYNTECINC ROOFING JOECARBINE 717-245-7065 4. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. ■M301 MECHANICAL SCHEDULES .. VENDOR: CARRIER CORPORATION HVAC BILL SJOVELL 973-2274311 EXT.3012 5. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD-OUT WITH ALL FINISHES,STRUCTURAL,MECHANICAL AND ELECTRICAL COMPONENTS AS SHOWN OR CALIFORNIA BUILDING CODE TABLE 3A-USE GROUPM - --- ;Ty _ VENDOR DAUPHIN ELECTRIC ELECTRICAL SUPPLIES DON FRALEY 806832-1828 INDICATED ON DRAWINGS.GENERAL CONTRACTOR TO PROVIDEALL ffEMS SNOWN ON DRAWINGS AND WRITTEN IN SPECIFICATIONS,UNLESS NOTED ELECTRICAL' ---: -a5 - s, iS VENDORIO DIEBOLD DRIVE THRU EQUIPMENT KEVIN DOSS 717-764-7566 ■E100 iGNTRICALSITE I EP`AN D OTHERWISE. 3. TYPE OF CONSTRUCTION(CHAPTERS) VENDOR II ELIASON CORPORATION IMPACT DOORS JASON HORN 80042&3855 EXT 128 CALIFORNIA BUILDING CODE SECTION 606 VENDOR 12 CITADEL EXTERIOR PANELS DAVIDWERNZ 80P446.8828EXT.120 q. AREACALCUON-RATED-FULLYSPRINKLERED �E102 f POWER PLAN PC2 05-26-07_, 8. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. '�E101 VENDOR 13 EMERSON RETAIL SERVICES,INC. EMS-INSTALL MATTHEW PARRATT T70425 6232 7. GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE THE DISTRIBUTION OF NEW 2 OS-24-0T LATIONS W VENDOR 14 EP HENERY CORPORATION CONCRETE BLOCK - 800444-3679 DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE MADE AVAILABLE.ALL OLD DRAWINGS ARE TO BE MARKED VOID AND l _ h -AND FIRE ALARM PLAN REMOVED FROM SITE AND RENDERED USELESS. FIRST FLOOR 17,340 S.F. ®E104 ELECTRICAL SECURITY,COMMUNICATIONS VENDOR16 FIRESTONE BUILDING PRODUCTS ROOFING CMARK USTOMER 8004284442 EXT 53228 PC2 _ .° " " -,",,,,•�'a---„✓'�,,,ys VENDOR 76 GLEN-GERY CORPORATION MASONRY CUSTOMER SERVICE REP 6103744100 8. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. MEZZANINE 636 s.F. Q"'�E201 - `--`'r'`"-'��"INTERIOR°ELEVATIONS AND£NL.ARGE�D POWERPCJ►NS' VENDOR 17 HADRIAN,INC. BATH PARTITIONS DIANE STEGMEIER 440442-9118 TOTAL BUILDING 17,976 S.F. ,--M E301•°_ LECTRICA-DIA-GRAMS-AND'DETAIL'S-"'"''• VENDOR IS HILL PHOENIX COOLERrFREEZER KEN GURA 7164i67.3687 9. GENERAL CONTRACTOR FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS.NO PARTIAL SET OR SHEETS REMOVED 5. ALLOWABLE BUILDING AREA FROM SET WILL BE PERMITTED. ■E302 ELECTRICAL DIAGRAMS AND SCHEDULES PC2 05.24-07 , VENDOR19 INTERSTATE BRICK MASONRY BETH POLIS 951-352-6678 10. GENERAL CONTRACTOR TO FURNISH*AS BUILT`SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD-OUT. CALIFORNIABUILDING CODE TABLE 5B VENDOR 20 KAYNNEER STOREFRONT DOVE TRAUTMM! 8003104350 EXT.631 TYPE V-N B4ODGS.F. \ ■.E303-_ ELECTRICAL DIAGRAMSfAN HEDYLES HD1 05.16-07, VENDOR 21 KOROSEAL INTERIOR PRODUCTS WALL COVERINGS KEVIN PLANT 800753-7505 11. GENERAL CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPIES AS REQUIRED BY SPECIFICATIONS FOR REVIEW BY RITE AIDORARCHITECT/ Pa �� 4` 'F' �"" �""'' s�`"" �`"" ♦^ ■NIEP101 `7NEP ROOF PLAN v� ENGINEER. 505.3-AUTOMATIC SPMNKER SYSTEMS-BUILDING IS FULLY SPRINKLERED.AREA FROM CHART MAY BE TRIPLED:8D00 X 3-24,000 S.F. ..„_,.- .,...,.._ VENDOR 22 JOHNSONITE FLOORINGIBASE DENNIS LONG 800NI99A916 - may' VENDOR 23 MATWORKS FLOOR MATTS TINA WEED 301-837-1248 12. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB(WALLS,WINDOWS,ETC.). 6. MEANS OF EGRESS ICHAPTER 101 OCCUPANT LOAD(TABLE 1003,22.2) _T1TL'E z4``S1F",.' ",5.,= �'�,� s..:.,...'r`• : g. -�'` "? W - VENDOR21 MARLITE PANELING BILL MCDONALD 973431-8324 13. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS,INCLUDING ALL BLOCKING FOR GRAB BARS,SHELVES,AND ANY ALL OTHER WALL OR CALIFORNIA BUILDING CODE TABLE 1003.2.22 IM T24.1 _n TITLE 24 CALCULATIONS VENDOR 25 MJB ARCHITECTURAL SPECIALTIES RAILING JAMIE MAYER GID-N-0701 CEILING MOUNTED ITEMS. RETAIL AREA(FIRST FLOOR) 15,562 S.F, s VENDOR 26 OVERHEAD DOOR RECEIVING DOOR ANGELA BURGESS 800.972A730EXT661 14, GENERAL CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR COMPLETE CONSTRUCTION OF BUILD-OUT. (NOTE REST ROOMS,BREAK ROOMS LTC. T24-2 TITLE 24 CALCULATIONS VENDOR 27 PFLOW INTERIOR LIFT STEVEN HARBAUGH 414-W2-9000 THAT ARE MULTIPLE USE BY SAME E3 T24.3 TITLE 24 CALCULATIONS VENDOR 28 SHERWIN WILLIAMS PAINT JIM GEIST 724-933.19DO EXr.104 15. GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR AND EQUIPMENT TO COMPLETE ALL HIS WORK AND FURNISH A COMPLETED JOB ALL IN INDIVIDUALS IN CALCULATION OF EXIT WIDTH. VENDOR 29 COMiEC INDUSTRIES BATH PARTITIONS :004155148 M !I ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. CBC-100322.2.2.1 EXCEPTIONS DELETE 454 S.F.FOR MULTI USEAGE ryl VENDOR 30 SQUARE D COMPANY ELECTRICAL GEAR NATIONAL ACCOUNT MANAGER 518452.2590 16. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,AND INSPECTIONS REQUIRED AND SHALL ALSO PAY FEES REQUIRED FOR THE GENERAL DELETE 454 SQ.FT. VENDOR 31 WESTERN EXTRALITE COMPANY COSMETIC LIGHTS MARK KANER 3144324560 CONSTRUCTION,PLUMBING,ELECTRICAL AND HVAC. STORAGE 1,343 S.F. VENDOR 32 YORK INTERNATIONAL CORPORATION HVAC MARK RITZ 4054IMS37 COOLER/FREEZER 1.256 S.F. A,-� VED VENDOR 33 LRHONIA LIGHTING NEIL TOBLER 770-M-3062 17. LOCATION OF EQUIPMENT,AND WORK SUPPLIED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE DRAWINGS SHALL BE DETERMINED BY THE G.C. TOTAL RECEIVING SEPARATE ENTRANCE 1256S.F. On...:1,; SSUANCE VENDOR 34 GERBERT LIMITED RESISLIENi FLOORING S.R.ZIMMERMAN 717-29&5035 THE GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER TOTAL AREA FIRST FLOOR 17,340 S.F. SC AZLKAS&ASSOCIATES,INC- VENDOR35 WIN HOLT HAND DIP FIXTURE JEFF HERBERT 800444-3595 EXT.103 SUBCONTRACTORS. �+ (� [� ATE �'I_ VENDOR 36 NATIONAL REFRIGERATION HAND DIP FREEZER JIM KAUFMAN 064-369.1665 18. DRAWINGS INDICATE THE MINIMUM STANDARDS,BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES,LAWS,CODES,RULES OR FIRST FLOOR EXITING I Y Gar- LAKE L JL1 O(\C REGULATIONS BEARING ON THE WORK,THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS WORK AND SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE 16,562 AT 1-30= 518.73 se plans:Iav ��o .ved for adherence to the NOTE:SEE SHEET A-803 FOR FINISH MATERIAL SCHEDULE WITH SUCH ORDINANCES,LAWS,CODES,RULES OR REGULATIONS WITH NO INCREASE IN COSTS. ii r�codes a�.S ela- ce. Authorization is \Y TOTAL FIRST FLOOR REQUIRED RECEIVING LESS r;I I}I II''''�� 1n _ranted to slue a building permit pending ,T 19. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED ARE TO BE REVIEWED BY G.C.AND ALL APPLICABLE SUBCONTRACTORS FOR ANY CONDITION PER 2 EXITS REQUIRED 8 11 I L_t.J i i Y G DIVISION v prcva:by all appLce,Ae City agendas. 1TE VICINIT MAP _.: MANUFACTURERS RECOMMENDATIONS e issuanc e or ra n'in g permit based on - 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 MEZZANINE EXITING Koval of these g of a P piais shall not f t construed GENERAL CONTRACTOR ALL THESE ITEMS ARE TO BE INCLUDED IN THE BID. 863 AT1-300= 2.23 hermit or approve c•i;•viblazion of the applicable ^C �',%��� c des of ordmance NI permit resume o give 21. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SUE SAFETY FROM THE TIME JOB IS AWARDED UNTIL ALL WORK IS COMPLETED AND ACCEPTED BY `R 'T# P 9 PIERCE TOTAL BUILDING OCCUPANT LOAD 520.96 autt: sh 10 violate.;r cencel the provisions of such THE OWNER. /7 >des sha!i be Valid. _ cu F� 22. CONSTRUCTION TO BE INSTALLED LEVEL,PLUMB,TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE APPROPRIATE SPECIFICATION SECTION.POORLY EXIT WIDTH REQUIRED(EXCLUDING RECEIVING) Z` INSTALLED NONCOMPLIANT WORK SHALL BE REMOVED AND REINSTALLED. 520.96 X 021N=104.19 INCHES REQUIRED 8'T, _ 23. A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING.PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL. g � EXITM a DTHPROVIDEO �� �V r�i,�Bd BREAKAWAY FRONT ENTRANCE 72INCHES _ SECOND EXIT 36 INCHES TOTAL PROVIDED 108 INCHES 104.19 PLUS EXIT AT RECEIVING7. ACCESSIBILITY ICH SS,i SAgl77.(AV � DEFERRED SUBMI 1T 1T ALS: THESE PLANS CONFORM WITH THE AMERICANS WITH DISABILITIES ACr. Q. 8. TOLIET FIXTURE CALCULATIONS LU Gq 1.STEEL ROOF JOISTS AND GIRDERS PLANS AND CALCULATIONS WATER CLOSTES LAVATORIES L G9F 2. STORE FIXTURE PLANS. TYPEOFBULDING (FIXTURES PER PERSONS) (FIXTURES PER PERSONS) r ryCT SITE MALE FEMALE MALE FEMALE .-fjRESPRINKLERS GROUP ISSUE DATES 4, ELEVATOR RETAIL OR WHOLESALE STORES 2:51-100 2:51-100 ONE FOR EACH TWO WATER CLOSETS 17,935 S.F.BUILDING AREA 12DO$0.FT.=89.67 OCCUPANTS M PERMIT SUBMITTAL 03-26-07 STORE NUMBER Q�, Q WHERE URINALS ARE PROVIDED ONE WATER CLOSET LESS THAN THE NUMBER BID ISSUE 04-06-07 seD ARcy,TF STORE M SPECIFIED MAY BE PROVIDED FOR EACH URINAL INSTALLED. CHRI RAIP STOPHER c W PROJECT NUMBER �yy FSq CI 1ST BLDG RESUBMITTAL 04-30-07 DOERSCH AIPD0001 s IM CHANGE BULLETIN 1B 05-04-07 * G;7s20s 1ST HEALTH RESUBMITTAL 05-16-07 A000 13 1ST FIRE RESUBMITTAL 05-18-07 OF CAL( v ^oQ� I] 2ND BLDG RESUBMITTAL 05-30.07 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 � '`� 16 ELEMENT 1: ACCESSIBLE ROUTE-EXTERIOR ELEMENT 3:CURB RAMPS ELEMENT 7:STAIRS ELEMENT 9:PLATFORM LIFTS ELEMENT 11:DRINKING FOUNTAINS I„ M 4.72 4.82 4.1.6(3KA) SLOPE 4.1. M'ii 4.12(1) WHERE REQUIRED INTERIOR WHEN APPLICABLE 3(5) IXTS CO 4.1.WITH WHERE AND ALL LEAST POSSIBLE SLOPE SHALL BE USED. IA.1 PROTRUDING OBJECTS 4.1.3(10)(A) WHERE APPLICABLE A7,A-ers AT LEASTWEACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL BE PROVIDE WITHIN ACCESSIBLE MEANSF VERTICALRS ACCESS GLL COMPLYVELS WITH THIS BY AN CTION.ATOR,RAMP,OR OTHER PLATFORM LIFTS COMPLYING WITHOWINGC THIS TIONANO AIL APPLICABLE STATE AND LOCAL CODES ARE MAXIMUM SLOPE:1:12 OBJECTS PROTRUDING FROM WALLS LEADING EDGES BETWEEN 2TAND 00"ABOVE THE WHERE ONLY ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED PER FLOOR,ACCESSIBLE THE BOUNDARY OF THE SITE FROM THE FOLLOWING AREAS TO AN ACCESSIBLE BUILDING ACCESSIBLE MEANS OF VERTICAL ACCESS SHALL COMPLY WITH THIS SECTION. PERMITTED ONLY UNDER THE FOLLOWING CONDITIONS: TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPTCHANGES. FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4'HMO WALKS OR CORRIDORS. DRINKING FACILITIES SHALL BE PROVIDED FOR BOTH WHEELCHAIR USERS AND FOR PERSONS WHO HAVE 2852 Kelvin Avenue ENTRANCE. A.TO PROVIDE AN ACCESSIBLE ROUTE TO A PERFORMING AREA IN AN ASSEMBLY MMIMUMSLOPE OF ADJACENT SURFACES:120. OBJECTS PROTECTING FROM WALLS WITH THEIRLEADING EDGES AT OR BELOW2T ABOVE THE 4.9.2 TREADS ANDRISERS OCCUPANCY DIFFICULTY STOOPING OR BENDING.THIS MAY BE ACCOMPLISHED BY THE FOLLOWING MEATUS: Irvine,CA 92614 PUBLIC TRANSPORTATION STOPS ALL STEPSON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD WIDTHS. PROVIDING A'HEI FOUNTAIN,WITH SPOUTS AT WHEELCHAIR AND STANDARD HEIGHT; 949.753.7676 T ACCESSIBLE PARKING SPACES FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. B.TO COMPLY WITH WHEELCHAIR VIEWING POSITION LINE-0FSIGHT AND DISPERSION ALTERATIONS!E%ISTING CONDITIONS: FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12"MAXIMUM FROM MINIMUM TREAD DEPTH SHALL BE 11%MEASURED FROM RISER TO RISER(NOT INCLUDING REQUIREMENTS. PROVIDING AN ACCESSIBLE DRINKING FOUNTAIN COMPLYING WITH THIS SECTION AND A WATER 949.753.7678 F PASSENGER LOADING ZONE,IF PROVIDED WHERE SPACE LIMITATION PROHIBIT USE OF 1:12 RAMP,FOLLOWING SLOPES ARE ACCEPTABLE: 2T TO BOP ABOVE THE FINISHED FLOOR OR GROUND. NOSING), OPEN RISERS ARE NOT PERMITTED. COOLER; PUBLIC STREETS AND SIDEWALKS MAX.RISE OF 6':1:10 T01:12 SLOPE PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROIIIE OR C.TO PROVIDE ACCESS TO INCIDENTAL DCCUPIABLE SPACES WHICH ARE NOT OPEN TO BY OTHER MEANS PROVIDING ACCESSIBILITY FOR EACH GROUP. 49.3 NOSINGS THE GENERAL PUBLIC AND WHICH HOUSE NO MORE THAN FIVE PERSONS(IE. wdpartnem.com 4.12(2) WHERE REQUIRED MAX.RISE OF r..1:8 TO 1:10 SLOPE MANEUVERING SPACE. UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. EQUIPMENT CONTROL ROOMS,PROJECTION BOOTHS). SLOPE GREATER THAN I'.8 IS PROHIBITED. RADIUS OF CURVATURE AT LEADING TREAD EDGE SHALL NOT EXCEED 1f7. D.TO PROVIDE ACCESS WHERE EXISTING SITE CONSTRAINTS OR OTHER CONSTRAINTS 4.1.3(10)IB) WHERE REQUIRED AT LEAST ONEACO IBLEFEROUTS,AOCEYIBLEING EL MENTHIS S,AND ACCESSN SKILL IBLE STATT RE THE MCLEARFLOCLEAR SPACE RISERS SHALL BE SLOPED OR UNDERSIDE OF NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60, MAKE USE OF A RAMP OR AN ELEVATOR INFEASIBLE. IF MORE THAN ONE DRINKING FOUNTAIN OR WATER COOLER IS PROVIDED DNA FLOOR,50%OFTHOSE ON TBUILDIHE FACILiIES.ACCESSIBLE ELEMENTS,ANDACOESSIBLE SPACESTI1Ai ARE MINI CLEAR WIDTH THEEC MINMUM CLEAR FLOOR MAY POSITIONED TO ACCOMMODATE FORWARD OR NOSINCS SHALL PROJECT NO MORE THAN I-1n'. PROVIDED SHALL COMPLY WITH THIS SECTION AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.(IF W THE SAME SITE. MINIMUM:38' WHEELCHAIR 1530"BY 48',AND MAY BE POSITIONED FOR ETTHERAfORWARD OR PARALLEL 4.112 OTHER REQUIREMENTS AN ODD NUMBER OF FOUNTAINS IS PROVIDED,THE 50°A FIGURE CAN BE ROUNDED DOWN TO Atlanta ( 41A.4.5 SURFACE APPROACH. REQUIRED HANDRAILS Boston 412(l) LOCATION PLATFORM LOTS RREQUICOMPLYREQUIREMENTS WITH ASMEIPN51 A17.1 SAFETY CODE FOR ELEVATORS AND ANDETERMINE NUMBS REQUIRED PROVIDED, IDED,ACCESSIBLEEWk FIGUREC L THE ACCESSIBLE ROUTE SHALL,TO THE MAXIMUM EXTENT FEASIBLE,COINCIDE WITH THE ROUTE SHALL BE FIRM,STABLE,AND SUP-RESISTANT MINIIF A MUM ALCOVE HSHALOACH L BE FLOOR SPACE EXTENDS MORE THAN 24'INTO AN ALCOVE THE REWIRED ON BOTH SIDES OF ALL STAIRS. ESCALATORS,SECTION XX,19W. Chicago FOR THE GENERAL PUBLIC. MINIMUM ALCOVE WIDTH SHALL BE W. L INSIDE RAILON SWITCHBACK OR DOGLEG STAIRS SHALL BECONTINUOUS. 4.152 SPOUT HEIGHT Columbus 475 SIDES IFAPARALLEL APPROACHED CLEAR FLOOR SPACEE%TENDS MORE THAN I5"IMOAN ALCOVE,THE 4.11.3 ENTRANCE WHERE NOT CONTINUOUSKRALLEL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: SPOUTS SHALL BE NO HIGHER THAN 36',MEASURED FROM THE FLOOR OR GROUND SURFACE TO THE Dallas 4.3.3 WIDTH IF LOCATED WHERE PEDESTRWN5 MAY WALK ACROSS THE RAMP,THE SIDES OF THE RAMP SHALL MINIMUMALCOVE LENGTH SHALL BE 60'. LIFTS SHALL FACILITATE UNASSISTED ENTRY,OPERATION,AND IXIT. SPOUT OUTLET. Los Angeles MINIMUM CLEAR WIDTH:36'(EXCEPT AS ALLOWED AT DOORS) BE FLARED,LATH A MAXIMUM SLOPE OF 1:10, TOP OF STAIR FLIGHTS:PARALLEL TO FLOOR,NG"MINIMUM BEYOND TOP RISER NOSING. 9 4.25 REACH RANGES BOTTOM OF STAIR FLIGHTS:CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER, 41.4.1 CLEAR FLOOR SPACE Miami IF THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP IS LESS THAN 4T WIDE, IF ACLEAR FLOOR SPACE ALLOWS ONLY A FORWARD APPROACH,THE MAXIMUM HIGH FORWARD REACH PLUS ITMINIMUM PARALLEL TO FLOOR MINIMUM 30'BY 40"SPACE IS REQUIRED FOR A SINGLE WHEELCHAIR. 4.15.3 SPOUT LOCATION - Sacramento 4.3,3 WIDTH OF TURNS THE FLARED SIDES SHALL HAVE A MAXIMUM SLOPE OF 1:12, SHALL BE 48'. SPOUTS SHALL BE LOCATED AT THE FRONT OF THE UNIT AND SHALL DIRECT THE WATER ROW IN 3V CLEAR WIDTH IS PERMITTED FORA 90 TURN IF NO ADDITIONAL TURN IS REQUIREDWITHW RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK HEIGHT:34'-38",MEASURED FROM STAIR NOSING. 42.4.2 MANEUVERING CLEARANCE THE MINIMUM LOW FORWARD REACH SHAM BE 15'. TRAJECTORY THAT IS PARALLEL OR NEARLY PARALLEL TO THE FRONT OF THE UNIT. ALB'. ACROSS THE RAMP. CLEAR FLOOR SPACE BETWEEN RAIL AND ANY WALL SHALL BE 1.12". CLEAR WIDTH WITH TURNS AROUND AN OBSTRUCTION LESS THAN 48'WIDE SHALL BE42' IF HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE FOLLOWING CONDITIONS SHALL BE MET: THE PLATFORM LIFT SHALL PROVIDE MANEUVERING CLEARANCES AS REQUIRED FOR ALCOVES ON THE THE SPOUT SHALL PROVIDE AFLOW OF WATER AT LEAST 4"HIGH. MINIMUM,WITH 48'MINIMUM WIDTH AT TURN. 4.7.6 BUILT-UP CURB RAMPS KNEE SPACE BELOW OBSTRUCTION SHALL EQUAL OR EXCEED REACH LENGTH REQUIRED ABOVE THE OBSTRUCTION. GRIPPING SURFACES SHALL BE UNINTERRUPTED BY NEWEL POSTS,OTHER CONSTRUCTION ELEMENTS,OR ACCESSIBLE ROUTE. IF THE FOUNTAIN HAS A ROUND OR OVAL BOW!,THE SPOUT MUST BE POSITIONED SO THE ROW OF . SHALL BE LOCATED SO THEY DO NOT PROJECT M OBSTRUCTIONS WATER IS WITHIN TOP THE FRONT EDGE OF THE FOUNTAIN. INTO LANES. IF THE OBSTRUCTION IS LESS 20`DEEP,THE MAXIMUM HIGH FORWARD REACH SHALL BE 48'. 4.5.1 FLODRSURFACE 4.3.4 PASSING SPACE ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR,WALL,OR POST. 4.7.7 4.29.2 DETECTABLE WARNINGS IF THE OBSTRUCTION IS 2D2S DEEP,THE MAXIMUM HIGH FORWARD REACH SHALL BE 44". SHALL BE STABLE,FIRM,AND SLIP QFCARPETFD,REFER TO REQUIREMENTS UNDER 4.15.4 CONTROLS IF AN ACCESSIBLE ROUTE IS LESS THAN 60-WIDE,PASSING SPACES ARE REQUIRED AT IF THE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH,THE MAXIMUM HIGH SIDE REACH SHALL BE 54'. HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. ELEMENT 5:ACCESSIBLE ROUTE. UNIT CONTROLS SHALL BE FROM MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. pp REQUIRED FOR FULL WIDTH AND DEPTH OF RAMP. ) I MAXIMUM 200'INTERVALS.PASSING SPACE MAY BE EITHER A W X W SPACE, SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING FEATURES: THE MINIMUM LOW SIDE REACH SHALL BE 91. 4.262 HANDRAILS 4.112 4.27.2 CONTROLS AND OPERATING MECHANISMS ORAT-INTERSECTION OF TWO WALKS OR CORRIDORS. DIAMETER Off NOMINAL IF THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE FOLLOWING CONDITIONS SHALL BE MET: 4.274 OPERATION11 DIAMETER MOTH SURFACE SHALL BE 1-114"TO h112',OR SHALL PROVIDE AN CLEAR FLOOR SPACE ALLOWING A PROPER FORWARD OR PARALLEL WHEELCHAIR APPROACH TO ALL K CENTERT CENTER4L OBSTRUCTION SHALL BE 34'MAXMUM INHEIGHT,24'IN DEPTH,MAXIMUM HIGH SIDE REACH SHALL BE W. EQUIVALENT GRIPPING SURFACE. CONTROLSTWISTING OF THE WRIST. WITH ONE HANGNOSHALLNOT REQUIRE TIGHT GRASPING,PINCHING, F( 4.3.5 4.4.2 HEADROOM CENTER TO CENTER SPACING:2.35'NOMINAL CONTROLS IS REQUIRED. OR TWISTING OF THE WRIST. MINIMUM CLEAR HEADROOM:80" 4.1.3(13 427 CONTROLS AND OPERATING MECHANISMS MAY BE LOCATED IN A RECESS PROVIDED THAT THE RECESS IS 7 DEEP MAXIMUM AND EXTENDS IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED M LESS THE SURFACE SHALL CONTRACT VISUALLY WITH ADJOINING SURFACES, ALLC 6 SANDOPERATING MECHANISMS IN ACCESSIBLE SPACES,ALONG ACCESSIBLE ROUTES, 18'MINIMUM ABOVE THE TOP OF THE HANDRAIL. HEIGHTSPERMITTED: THE FORCE REQUIRED TO ACTIVATE CONTROLS SNAIL BE NO GREATER THAN5LBF. THE MATERIAL PROVIDING CONTRACT SHALL BE AN INTEGRAL PART OF THE WALKING FORWARD REACH:MINIMUM 1S,MAXIMUM 48' THAN W,A BARRIER SHALL BE PROVIDED. AND AS PARTS OF ACCESSIBLE ELEMENTS,SHALL COMPLY WITH THE FOLLOWING /.ffi.4 HANDRAILS SIDE REACH:MINIMUM 9',MAXIMUM 54' 4.15.5 CLEARANCES 1.CLEAR FLOOR SPACE SHALL BE PROVIDED TO ALLOWCOMPL FORWARD OR PARALLEL APPROACH. RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS (IF REACH IS OVER AN OBSTRUCTION,REFER TO REQUIREMENTS UNDER ELEMENT 5:ACCESSIBLE 1.WALL AND POST MOUNTED CANTILEVERED FOUNTAINS SHALL HAVE CLEAR KNEE SPACE AS RUN SLOPE SHALL OBSTRUCTIONS 2.HEIGHTS OF All COMMULEPORTIWSSEMRECEPTA WITH NWALLSSHALBE ABOVE. RUNNING SLOPE SHALL NOT EXCEED 1:20.(IF SLOPE EXCEEDS 1:20,REFER TO'RAMPS OR SHALLBE LOCATED TO PREVENT OBSTRUCTION BY PARKED VEHICLES. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE 15" EDGES SHALL HAVE AMINIMUM RADIUS OF LIB', ROUTE) FOLLOWS: 'CURB RAMPS SECTION.) MINIMUM ABOVE THE FLOOR. 4.9.6 OUTDOOR CONDITIONS MECHANISMS MINIMUM 27"HIGH(FROM APRON BOTTOM TO FLOOR),MINIMUM 37 WIDE,AND IT 11 CROSS SLOPE SHALL NOT EXCEED 1:502%. IF AT MARKED LOCATION SHALRKEDL CROSSINGS THE I.SHALL BE OPERABLE WITH ONE HAND. -19"DEEP. ( ) SPAT MARKED CROSSING,SHPll BE FULLY CONTAINED WITHIN MARKED AREA,EXCLUDING FLARED EXCEPTION:IPMENT DICTATES OTHEWSEOR W EREELCTREAL AND OF OUTDOOR WALKING SURFACES. THEIR APPROACHES SHALL BE DESIGNED$O THAT WATER WILL NOT ACCUMULATE 2.SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. AMINIMUM 3V BY 48'CLEAR FLOOR SPACE ALLOW'INGAFORWARD APPROACH TO THE SPECIAL EQUIPMENT DICTATESOTHERWISE OR WHERE NORMALLY INTEND ON WAU(ING SURFACES. 4.3.8 4.5.2 CHANGES IN LEVEL SIDES. COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY 3.MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS SHALL 8E5LBf. UNIT SHALL ALSO BE PROVIDED. UP To IW:REWIRES NO EDGE TREATMENT(VERTICAL EDGE PERMITTED). 4.7.10 DIAGONAL CURB RAMPS BUILDING OCCUPANTS. 2.FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR KNEE SPACE SHALL HAVE 119MI17:EDGE SHALL BE BEVELED WITH A SLOPNOGREATERTHAN I2, WITH RETURNED CURB,MUST BE PARALLEL TO PEDESTRIAN FLOW, 3.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND ELEMENT B:ELEVATORS MINIMUM 30'BY 48'CLEAR FLOOR SPACE ALLOWNINGA PARALLEL APPROACH TO THE UNIT. GREATER THAN 17:REQUIRES CURB RAMP,RAMP,ELEVATOR,OR PLATFORM LIFT. IF AT MARKED CROSSING,MINIMUM 4V WIDE AREA AT BOTTOM OF RAMP SHALL BE SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. ELEMENT 10:DOORS CONTAINED WITHIN THE MARKED CROSSING. 4.10.1 GENERAL 30'MIN. 30'MIN. STAIRS SHALL NOT BE PRAT OF AN ACCESSIBLE ROUTE. 4.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. #'", IF FLARED SIDES, LEAST 24'OF STRAIGHT CURB REQUIRED WITHIN CROSSING AREA ELEVATORS SHALL COMPLY WITH ASMEIANSIA17.1-1990,SAFETY CODE FOR ELEVATORS AND 4.1.3(7) WHERE APPLICABLE d 4.1.39) 4.1.6(1!(G) 4.3.10 MEANS OF EGRESS ESCALATORS 4.3A 4.5 GROUND ANDFLOOR SURFACES 4.7.11 ISLANDS IN BUILDINGS OR FACILITIES,OR PORTIONS OF BUILDINGS AND FACILITIES.REQUIRED TO BE ACCESSIBLE, FREIGHT ELEVATORS SHALL NOT BE CONSIDERED AS MEETING THE REQUIREMENTS OF THIS SECTION AT EACH ACCESSIBLE ENTRANCE TOABUILDING OR FACILITY,AT LEAST ONE DOOR SHALL COMPLY WITH SNDERELELL BE RMSTABCCESSLE AND BLERUTE),M.IIF CARPET AS USED,REFER TO REQUIREMENTS ANY RAISED ISLANDS IN CROSSING SHALL EITHER BE CM THROUGH LEVEL WITH THE STREET,OR ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS REQUIRED FOR EXITS UNLESS THE ONLY ELEVATORS PROVIDED ARE USED AS COMBINATION PASSENGER AND FREIGHT THIS SECTION. UNDER ELEMENTS.ACCESSIBLE ROUTE). SHALL HAVE CURB RAMPS EACH SIDE,WITH MINIMUM IF LONG LEVEL AREA BETWEEN. BY LOCAL BUILDINGILIFE SAFETY REGULATIONS. ELEVATORS FOR THE PUBLIC AND EMPLOYEES. WITHIN A BUILDING OR FACILITY,AT LEAST ONE DOOR AT EACH ACCESSIBLE SPACE SHALL COMPLY WITH I . I s ACCESSIBLE ROUTES SERVING ANY SPACE OR ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS THISSECTION. 9 a; 4.29 DETECTABLE WARNINGS 4.10.2 AUTOMATIC OPERATION EACH DOOR THAT IS AN ELEMENT OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THIS SECTION. AT HAZARDOUS VEHICULAR ARES.IF A WALK CROSSES OR ADJOINS AVEHICULAR WAY,AND ..-I.s sxv. FOR EMERGENCIES OR CONNECT TO AN ACCESSIBLE AREA OF RESCUE A5SI57ANCE. ELEVATOR OPERATION SHALL BE AUTOMATIC. N I THE WALLING SURFACES ARE NOT SEPARATED BY CURBS,RAILINGS,OR OTHER ELEMENTS msxcS . WHERE A REQUIRED EXIT FROM AN OCCUPIABLE LEVEL ABOVE OR BELOW A LEVEL OR ACCESSIBLE EACH CAR SHALL HAVE A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO FLOOR EACH DOOR SERVING AS PART OF AN ACCESSIBLE MEANS OF EGRESS OR CONNECTING TO AN AREA OF _ L BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS.THE BOUNDARY BETWEEN THE AREAS .r EXIT DISCHARGE IS NOT ACCESSIBLE,AN AREA OF RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH LANDING WITHIN A TOLERANCE OF 1i7 UNDER RATED LOADING AND ZERO LOADING CONDITIONS. RESCUE ASSISTANCE SHALL COMPLY WITH THIS SECTION. wac- LEVEL(IN A NUMBER EQUAL TO THAT OF INACCESSIBLE REQUIRED EXITS). EXCEPTION:THIS REQUIREMENT DOES NOT APPLY TO EXISTING BUILDINGS OR ALTERATIONS. ).'MAX SHALL BE DETSBELYACONTINUWSDETECTABLE WARNING 38'WIDE,COMPLYING WITH THE r"arrSs'"'°'c f° THIS SELF-LEVELING FANRESRALLBEAUTOMAERTRAVNDEPENDENT OF THE OPERATING DEVICE REQUIREMENTS BELOW. malmrsraysari�ruwm AREAS OF RESCUE ASSISTANCE SHALL COMPLY WITH REQUIREMENTS LISTED BELOW. AND SHALL CORRECT FOR UNDERTRAVEL ANDOVERTRAUEL. 4.13.2 REVOLVING DOORS AND TURNSTILES AT REFLECTING POOLS.THE EDGES OF REFLECTING POOLS NOT PROTECTED BY RAILINGS, SIxaerwLNarex rscr�wxaxxav EXCEPTION:A HORIZONTAL EXIT,MEETING THE REQUIREMENTS OF LOCAL BUILDINGILIFE SAFETY WALLS,OR CURBS,SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH THE REQUIREMENTS REGULATIONS,SHALL SATISFY'THE REQUIREMENT FOR AN AREA OF RESCUE ASSISTANCE. 4.103 HALL CALL BUTTONS REVOLVING DOORS OR TURRSTILES SHALL NOT BE THE ONLY MEANS OF PASSAGE AT AN ACCESSIBLE "MM. BELOW. cFao Iz MIN EXCEPTION:AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED IN BUILDINGS OR FACILITIES SHALL BE CENTERED 47 ABOVE FLOOR. ENTRANCE OR ALONG AN ACCESSIBLE ROUTE. DETAIL 11.1 DETAIL 112 DETAIL 11.3 36 SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND ANSWERED. AN ACCESSIBLE GATE OR DOOR SHALL BE PROVIDED ADJACENT TO THE TURNSTILE OR REVOLVING DETECTABLEWARNINGS.SURFACE SHALL CONSIST RAISED TRUNCATED DOMES WITH HAVING ASUPERVISED AUTOMATIC SPRINKLER SYSTEM. MINIMUM SIZE:314'IN THE SMALLEST DIMENSION. DOOR AND SHALL FACILITATE THE SAME USE PATTERN. THE FOLLowING FEATURES: 'uY BunON SHALL BE ABOVE'OowN'BUTioN ELEMENT 12:TOILET ROOMS AND BATHROOMS H DIAMETERHEI :0.9"NOMINAL q.3.11 AREAS OF RESCUE ASSISTANCE 4.13.3 GATES BUTTONS SHALL BE RAISED OR FLUSH, H THE SURFACE SHALL LOCATION AND CONSTRUCTION:AN AREA OF RESCUE ASSISTANCE SHALL BE ONE OF THE OBJECTS MOUNTED BENEATH BUTTONS SHALL NOT PROJECT MORE THAN 4'FROM THE WALL. GATES,INCLUDING TICKET GATES,SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF THIS SECTION. 4.12(6) WHERE REQUIRED THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. FOLLOWING OETAIL3.1 1J,_ .APC TION OFASTAIRWAY LANDING WITHIN A SMOKEPROOF ENCLOSURE 4.104 KALLLANTERNS 4.13.4 DOUBLE-LEAF DOORWAYS FACILIIF TY FACILITIES ARE PROVIDED IXCTION. THEN EACH SUCH PUBLIC OR COMMON USE TOILET (�. - 4.54 GRATINGS J ! FACILITY SHALL COMPLY WITH THIS SECTION. IIWI IF GRATINGS ARE LOCATED IN WALKING SURFACES,THEN THEY SHALL HAVE SPACES NO GREATER / ZNA PORTONOFREAN�FXTERIOR EXITBALCONY(COMPLYING WITH LOCAL REQUIREMENTS) WHICH SANSW ANSWERING BEyAtltlfuED AT fAC%MriST4Vxi E17TAANCET9'MGYCNTE uCQMPLy WITH THIS SECnON�.�THRi LEAF SHALL BE ANA ELAEAFS,154EPL AT lE4ET 011ElcAF(MALL IF BATHING FACILITIES ARE PROVIDED ONASfiE,THEN EACH SUCH PUBLIC OR COMMON USE THAN I2 WIDE INN ONE DIRECTION. 10 BATHING FACILITY SHALL COMPLY WITH THIS SECTION. I IF LOCATED IMMEDIATELY ADJACENT MAN EXIT STAIRWAY.OPENINGS TO THE INTERIOR OF AUDIBLE SIGNALS SHALL SOUND ONCE FOR TTP",TWICE FOR TOWN',OR SHALL HAVE VERBAL MENSIOINGSHAVE DICULART T OPENINGS,DOMINANT DIRECTION SHALL TRAVELED SO THAT THE LONG DOO 4.33 VIDE A CLEAR CLEAR WIDTH FOUTN TLELE S THAN TOILET UNIT OR BATHING UNITSHALL BE EOVIDEDD AT A AT EACHLE LUSTS.LEAST (H THE BUILDING LOCATED WITHIN Zg OF THE AREA OF RESCUE ASSISTANCE SHALL BE ANNUNCIATORS THAT SAY"UP'OR"DOWN'. k DIMENSION IB PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF N7 MINIMUM WITH THE DOOR OPEN. 5%,BUT NOT LESS THAN 1 TOILET UNIT OR BATHING UNIT SHALL BE PROVIDED AT EACH CLUSTER. ELEMENTAL:ENTRANCES PROTECTED WITH FIRE ASSEMBLIES HAVING A314 HOUR FIRE PROTECTION RATING. VISIBLE SIGNALS SHALL HAVE TEE FOLLOWING FEATURES: CLEAR OPENINGS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP. ACCESSIBLEUNITS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 4.1.2(3) 4.41 PROTRUDING OBJECT 3.A PORTION OF A I HOUR FIRE-RESISTIVE CORRIDOR(COMPLYING WITH LOCAL I.FIXTURES SKILL BE MOUNTED MTH CENTERLINE AT LEAST 77 ABOVE THE LOBBY OPENINGS MORE THAN 2C IN DEPTH SHALL PROVIDE A CLEAR OPENING OF WMINIMUM. EXCEPTION:PORTABLE TOILET FACILITIES AT CONSTRUCTION SITES USED EXCLUSIVELY BY 4.1.3(BOANII) MINIMUMNUMBER REQUIREMENTS)LOCATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE. FLOOR. OBJECTS PROJECTINGSHALL WALLS PROTRUDE MORE THAN EDGES WALKS CORRIDORS, 80"PBOVE EXCEPTION ODORS NOTNIMUM,NG FULL USER PASSAGE,SUCH AS SHALLOW CLOSETS,SHALL HAVE CONSTRUCTION PERSONNEL ARE NOT REWIRED TO COMPLY. THE NUMBER OF ACCESSIBLE ENTRANCES SHALL BE EQUIVALENT TO THE NUMBER OF EXITS REQUITED 1.AVESTIBIILELOOATED IMMEDIATELY ADJACENT TO AN EXIT ENCLOSURE AND 2.VISUAL ELEMENTS SHALL BE AT LEAST 2-112'IN THE SMALLEST DIMENSION. W � O THEFINISHERFLOOR SHALL PMWLLS IT MORETHANININTO WALKS OR CORRIDORS ACLEAR OPENING OF 20'MINIMUM. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES AT OR BELOW 2T ABOVE BY THE APPLICABLE BUILDINGIFIRE CODE.(EXAMPLE:IFA BUILDING IS BEING DESIGNED WRNS CONSTRUCTED TO THE SAME FIRE-RESISTIVE STANDARDS AS REQUIRED FOR CORRIDORS 3.SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF THE HALL CALL BUTTON. 4.1.3(11) 4.1.6(3)(E) 41.7(3)(C) WHEREREWIRED `` M THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. PUBLIC ENTRANCES,AND 4 EXITS ARE REQUIRED BY LOCAL CODE,THEN AT LEAST4OF THE PUBLIC AND OPENINGS. ALTERATION STING CONDITIONS: IF TOILET ROOMS ARE PROVIDED,THEN EACH PUBLIC OR COMMON USE TOILET ROOM SHALL COMPLY = / Lo FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHAND I2'MAXIMUM ENTRANCES MUST BE ACCESSIBLE NOTE:THIS SECTION DOES NOT REWIRE AN INCREASE IN THE S.A PORTION OF A STAIRWAY LANDING WITHIN AN EXIT ENCLOSURE WHICH IS VENTED INCAR LANTERNS,CONFORMING WITH THE ABOVE REQUIREMENTS,SHALL BE ACCEPTABLE WHEREAT IS TECHNICALLYINFEASABLE TO COMITY WITH CLEAR OPENING REQUIREMENTSA WITH THIS SECTION. FROM 2T TOW ABOVE THE FINISHED FLOOR OR GROUNO. PLANNED NUMBER OF ENTRANCES TO A BUILDING:E.G.IF A BUILDING IS BEING DESIGNED WITH TO THE EXTERIOR AND IS SEPARATED FROM THE INTERIOR OF THE BUILDING WITH NOT SPECIFIC CV C' PROTRUDING OBJECTS HALL NOT REDUCE THE REQUIRED CLEAR'WIDTH OF AN ACCESSIBLE 3 PUBLIC ENTRANCES,AND EXITS ARE REQUIRED BY LOCAL CODE,All 3 PUBLIC ENTRANCES MUST LESS THAN I HOUR FIRE-RESISTIVE DOORS, 4.10.5 4.30.4 CHARACTERSON HOISTWAY ENTRANCES MAXIMUM DPR PROJECTION OF R'SHALL BE PERMITTEDFOR THE LATCH SIDE STOP(REDUCING THE pRNA7E MILE ROOMS PROVIDED FOR THE SHALL U E OF OCCUPANTS OF SPECIFIC NEED 0ABES(EGA G 1 w M ROUTE OR MANEUVERING SPACE. BE ACCESSIBLE,BUT A FOURTH ACCESSIBLE ENTRANCE NEED NOT BE ADDED) S.WHEN APPROVED BY THE APPROPRIATE LOCAL AUTHORITY,AN AREA OR ROOM WHICH ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDED W C OPENING 03SB'MINIMUM). I ( Q ON BOTH JAMBS. CAPABLE OF COMPLYING WITH THIS SECTION.) IS SEPARATED FROMHALL HAVE EA FARE-OFSTIVER THE TANG BY NOT LESS BARRIER. 4.13.8 MANEUVERING CLEARANCES IF BATHING ROOMSARE PROVIDED,THEN EACH SUCH PUBLIC AND COMMON USE BATHROOM Is 4.1 0AIII WHEREREWIRED SMOKE BARRIERS SHALL HAVEAFIRE-RESISTIVE RATING LESS THAN HOUR AND CHARACTERS SHALL BE T HIGH,RAISED ABOVE FINISH FLOOR. '31HN) CHARACTERS BE ACCOMPANIED BRAILLE. SWINGING SANS SERIF OR SIMPLE SERIF TYPE, THE GINGDORSTHATARENOTAUTMATIC IN AODRIWTO DOORWAY DIMENSION ARES REWIRED AT SHALL COMPLY WITH THIS SECTION. WN /1 AN ACCESSIBLE ENTRANCE SHALLBEPROVIDED 70 EACH TEN4NCYINAFACILITY(E.G. DIVIWAL SKAU BECOMPLETELY TICH-FiTnENCLOSE THE AND DAFT ROOM.DOORS ASSEMLI THE SMOKE ES HAVING A FIRE I w V ( AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. SWINGING DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSISTED(TILL DIMENSIONS ARE MINIMUM): Q 2 STORES IN A STRIP SHOPPING CENTER). SHALLCTION R-FITTI O SMOKNOTESS THAN 20 MINUTES ADSHALLBESEINGAFIRE I.FRONT APPROACH TO PULL SIDE.18'BEYOND LATCH SIDE OF DOOR,60' 4.22.E LOCATION -PROTECTION OSINGOHEAREAORROO SHALL PROVIDED WITH E4.%6LEVATOR DOORS DOOR PROTECTIVEUTOM REOPENING DEVICE ACCESSIBLE TOILET ROOMS AND BATHROOMS SHALL BEONAN ACCESSIBLE ROUTE. � O LU 4.13(8XBpI) WHERE REQUIRED AUTOMATIC-CLOSING.ENG.ENCLOSURE. ROOM SHALL ROOM WITHIN EXIT ELDOORS SHALL VEARE EEAND G DEVICE THAT WIICALLY. PERPENDICULAR TOSIDE, IF IF DIRECT PEDE81RKN ACCESS IS PROVIDED INTO THE BUILDING FROM AN ENCLOSED PARKING DIRECTLY TO EXIT ENCLOSURE.WHERETHERWMOR AREA EXITS INTO AN EXIT DOORS SHALL HAVEAREOPENING DEVICE THAT WILL STOP AND REOPEN DOOR IF THE 2.FRONT APPROACH OF DOOR, PUSHSIDEIDOOR LAR TO DOORWAY. AND A LATCH:12"BEYOND DOORS ACCESSIBLE DOORS T /�/ GARAGE.AT LEAST ONE ENTRANCE FROM THE GARAGE TO THE BUILDING SHALL BE ACCESSIBLE. ENCLOSURE WHICHIS REQUIRED TO BE OF MORE THAN I HOUR FIRE-RESISTIVE BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. LATCH SIDEDEROACHT 48'PERIDE WITHOUT AND DOORS TO ACCESSIBLE TOILETIBATHROOMS SHALL BE ACCESSIBLE(REFER TO ELEMENT ID:000RS). 2 w CONSTRUCTION,THE ROOM OR AREA SHALL HAVE THE SAME FIRE-RESISTIVE THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REWIRING CONTACT 3.FRONT APPROACH TO PUSH SIDE,WITHOUT CLOSER AND LATCH SAME WIDTH AS DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. W IA O 4.1.3(8)((B)(II WHERE REQUIRED CONSTRUCTION,INCLUDING THE SAME OPENING PROTECTION,AS REQUIRED FOR THE FOR AN OBSTRUCTION PASSING THROUGH THE OPENING AT HEIGHTS OF F AND 2V ABOVE FINISH DOORWAY,40'PERPENDICULAR TO DOORWAY. CLEAR v� DETAIL 5.1 I IF PEORRIIAN ACCESS IS PROVIDED FROM PEDESTRIAN TUNNELS OR ELEVATED WALKWAYS,AT LEAST ADJACENT EXIT ENCLOSURE. FLOOR, 4.HINGE SIDE APPROACH TO PULL SIDE:38'BEYOND LATCH SIDE OF DOOR,W All ACCESSIBLE FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. �/ Z ONE BUILDING ENTRANCE FROM EACH TUNNEL OR WALKWAY SHALL BE ACCESSIBLE. 7.AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS AND ADJACENT LOBBIES ARE DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS.AFTER SUCH PERPENDICULAR TO DOORWAY:OR 47 BEYOND LATCH SIDEOLDDOR.54" W �e STAIRS- 'MAIL EAR QUID NYAMOUNT PERPENDICULARGSIDEAPPROACH TO TOWAY. AN UNOBSTRUCTED TURNING SPACECIRCLE OR REQUIRED FACET O'$QBATHR00M36'LEGIS S, y U'^) _ 4.1.3(BNC) WHERE REQUIRED PRESSURIZED AS REWIRED FOR SMOKEPRCOFENCLOSURES BY LOCAL REGULATIONS. INTERVAL,DOORS MAY CLOSE IN ACCORDANCE WITH ASMBANSI A17.1-1990. 5.HINGE SIDE APPROACH 70 PUSH SIDE,IF DOOR HAS ACLOSER AND LATCH:54' SHALL BE EITHER A60'DIAMETER CIRCLE OR ATSHAPED SPACE,W'SQUARE,WITH 36'LEGS. V! SUCH PRESSURIZATION SYSTEM SHALL BE ACTIVATED BY SMOKE DETECTORSON EACH PARALLEL TO DOORWAY LATCH SIDE,EXTENDING BEYOND HINGE SIDE),48" THE CLEAR SPACE AT FIXTURES AND CONTROLS,THE ACCESSIBLE ROUTE,AND THE TURNING SPACE Q J F IF THE ONLY ENTRANCE TOABUILOING,OR TENANCY IAA FACILITY,ISRSERVICE ENTRANCE,THE FLOOR LOCATED IN A MANNER PPP ROVED BY THE LOCAL AUTHORITY.PRESSURIZATION 4.10.7 DOOR AND SIGNAL TIMING FOR HALL CALLS PERPENDICULAR TO DOORWAY. MAY OVERLAP. F ENTRANCE SHALL BE ACCESSIBLE. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT AGAR IS ANSWERING 0.CALL UNTIL EQUIPMENT Y A MINISOUCTWORK SHALLBESEPARATEDFROM OTHER PORTIONS OF THE DOORS BEGINTORLOSE SHALL BE CALCULATED AS FOLLOWS: 6.HINGE SIDE APPROACH TO PUSH SIDE,WITHOUT CLOSER AND LATCH:54"PARALLEL TO 4.1.7(7XD) 4.1.6(3)(E)(III) SIGNAGE BUILDING BY AOFRUM2E ASSISUR TANCE HALLSTIVE CONSTRUCTION. T=DI(1.5GINTOR T=DI(445 MASS) DOORWAY LATCH SIDE,EXTENDING BEYOND HINGE SIDE),47 PERPENDICULAR TO WHERE ALL TOILET AND BATHROOMS ARE NOT ACCESSIBLE,ACCESSIBLE TOILET AND BATHROOMS SHALL T = 4.1.3(8J(C) LOCATION SIZE:EACH AREA OF RESCUERSSISTANCE SHALL PROVIDE OF2ACOESStBLE T=TIME IN SECONDS DOORYNAY. BE IDENTIFIED BYASIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 0LU s I J WHERE FEASIBLE,ACCESSIBLE ENTRANCES SHALL BE THE ENTRANCES USED BY THE MAJORITY OF SPACES EACH BEING NOT LESS THAN 30"BY 48'.THESE SPACES SHALL NOT ENCROACH ON ANY 7.LATCH SIDE APPROACH TO PULL SIDE,WITHOUT CLOSER:24'BEYOND LATCH SIDE OF - Y $ q PEOPLE VISITING OR WORKING IN THE BUILDING. REQUIRED EXIT WIDTH.THE TOTAL NUMBER OF SPACES PER STORY SHALL NOT BE LESS THAN I PER D=DISTANCE(IN FT OR MM)FROM PUNT 60'DIRECTLY IN FRONT OF PARTIES TCALL BUTTON TO DOUR,54'SIDEERPROCHTO TO DOORWAY.WI 4.23.7 CONTROLS AND DISPENSERS 200 PERSONS OF CALCULATED OCCUPANT LOAD SERVED BY THE AREA OF RESCUE ASSISTANCE. CENTERLINE OF HOISTAY DOOR. a.LATCH SIDE APPROACH TO PULL SIDE,WITHOUT CLOSER:24'BEYOND LATCH SIDE OF IF CONTROLS,DISPENSERS,RECEPTACLES,OR OTHER EQUIPMENT ARE PROVIDED,THEN AT LEAST ONE OF to 4.11(7)(D) 41.3(8)(0) 4.1.6(1J(H) 4.30 SIGNAGE EXCEPTION:THE LOCAL AUTHORITY MAY REDUCE THE MINIMUM NUMBER OF SPACES TO I FOR Q IWHEN ALL ENTRANCES ARE NOT ACCESSIBLE,ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY A SIGN THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE 5SECONDS. DOOR,48'PERPENDICULAR TO DOORWAY. EACH TYPE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE HEIGHT,CLEAR FLOOR T SHOWINGIHE INTERNATIONAL SYMBOL OF ACCESSIBILITY.ENTRANCES WHICH ARE NOT ACCESSIBLE EACH AREA OF RESCUE ASSISTANCE ON FLOORS WHERETHEOCCUPANT LOAD IS LESS THAN 200. J STAIRWAY WIDTH:EACH STAIRWAY ADJACENT M AN AREA OF RESCUE ASSISTANCE SHALL HAVE A 4.10.8 DOOR DELAY FOR CAR CALLS 9.LATCH SIDE APPROACH TO PUSH SIDE,IF DOOR HAS CLOSER:24'BEYWDLATCH SIDE SPACE,AND OPERATION REQUIREMENTS SPECIFIED IN ELEMENT S:ACCESSIBLE ROUTE. 17-1 ---"'kkk QNCLUDING ALTERED ENTRANCES WHICH ARE NOT MADE ACCESSIBLE)SHALL HAVE DIRECTIONAL SIGNAGE MINIMUM CLEAR WIDTH OF 48'BETWEEN HANDRAILS. THEMINIMUMTIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO ACALL SHALL BE 3 SECONDS. OF DOOR,40'PERPENDICULAR M DOORWAY, DETAIL 5.2 DETAIL 5.3 INDICATING THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE. 10.LATCH SIDE APPROACH TO PUSH SIDE,WITHOUT CLOSER:24'BEYOND LATCH SIDE OF - THESIGNAGESHALLCOMPLYWITHTHEREQUIREMENTSFOR: TWO-WAY COMMUNICATION:A METHOD OF TWO-WAY COMMUNICATION,WITH BOTH 4.10.9 4.1.8(3NI) FLOORPLANSOF ELEVATORCARS DOOR,47 PERPENDICULAR TO DOORWAY. (�'. CHARACTER PROPORTION CHARACTER HEIGHT VISIBLE AND AUDIBLE SIGNALS,SHALL BE PROVIDED BETWEEN EACH AREA OF RESCUE ASSISTANCE AND SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR,MANEUVER WITHIN REACH OF FINISH AND CONTRAST (REFER TO ELEMENT I6:"AGE FOR SPECIFIC REQUIREMENTS.) THE PRIMARY BUILDING ENTRY.THE FIRE DEPARTMENT OR LOCAL AUTHORITY MAY APPROVE A CONTROLS,AND EXIT THE CAR. THE FOLLOWING MANEUVERING CLEARANCES,IN ADDITION TO DOORWAY WIDTH,ARE REQUIRED AT I ELEMENT 2:ACCESSIBLE PARKING LCOATIONOTIERTHANTHEPRIMARYEMRY, DOORS SHALL PROVIDE36'CLEARMINIMUM. SLIDING AND FOLDING DOORS THAT ARE NOTAU70M4TICORPOWER-ASSISTED(ALLDIMENSONSARE D-)E THIS SIGNAGESHALL BE INSTALLEDINA LOCATION WHICH WILL PREVENTA PERSON WITHA IDENTIFICATION:EACH AREA OF RESCUE ASSISTANCE SHALL BE IDENTIFIED BY SIGN WHICH CAB DEPTH:WMINIMUM,WITH 54'MINIMUM FROM REAR OF CAB TO INSIDE FACE OF DOOR. MINIMUM): 'O 4.1.2(5)(C) PASSENGER LOADING ZONES DISABILITY FROM HAVING TO RETRACE HIS APPROACH ROUTE TO THE INACCESSIBLE ENTRANCE. CAB WIDTH:SIDE OPENING DOOR-W MINIMUM;CENTER OPENING DOOR-W MINIMUM. E SCCES'AREAOFRESIGN ASSISTANCEMINATDAND WHELAYS N EIMGN ILLUMINATIONALATION SYMBOL OF 1.FRONT SIDE AOACH:SH54-PAAASDOO DOORWAY (FROM DOORWAY. IF PASSENGER LOADING ZONES ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH THIS SECTION. ACCESSIBILITY.THE SIGN SHALL BE ILLUMINATED WHEN EXIT SIGN ILLUMINATION IS REWIRED. CLEARANCE BETWEEN CPIs PLATFORM SELL AND EDGE OF HOISTWAY LANDING SHALL BE 1-114'MAXIMUM. 2.SLIDE SIDE APPROACH�.54'PARALLEL TO DOORWAY(FROM LATCH SIDE,EXTENDING - 4.1.3(7)(A) DOORS SIGNAGE SHALL ALSOTHE INSTALLEDTO A ALL REAS OF INACCESSIBLE EXITS ASSISTANCE.IN EACH AREA OF TO BEYOND SIDE), PERPENDK;ULARTODOORWAY. IP 4.1.2(SK3) VALET PARKING AT EACH ACCESSIBLE ENTRANCE,AT LEAST ONE DOOR SHALL BE ACCESSIBLE. 4.10.10 4.5 FLOOR SURFACES CLEARLY INDICATE THE DIRECTION TO AREAS OF RESCUE ASSISTANCE.INEACH AREA OF RESCUE SHALL BE FIRM,STABLE,AND SLIP-RESISTEM. 3.LATCH SIDE APPROACH: LATCH SIDE OF DOOR, PERPENDICULAR TO VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE COMPLYING WITH THIS ASSISTANCE,INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE IF CARPET IS USEOIT SHALL HAVE THE FOLLOWING FEATURES: DOORWAY. SECTION. ELEMENT 5:ACCESSIBLE ROUTE-INTERIOR POSTED ADJOINING THE TWO-WAY COMMUNICATION SYSTEM. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR SHALL BE SECURELYATTACHED;VALET PARKING FACILITIES ARE NOT REQUIRED TO PROVIDE ACCESSIBLE PARKING SPACES. EXCEPTION:ENTRY DOORS TO ACUTE CARE HOSPITAL BEDROOMS FOR IN-PATIENTS ARE EXEMPT 4.1.3(1) WHERE REQUIRED AFIPM CUSHION,PRO,OR BACKING(OR NONE); .I (R IS RECOMMENDED THAT SOME ACCESSIBLE SFLFPARKING SPACES BE PROVIDED,AS SOME A LEVEL LOOP,TEXTURED LOOP,LEVEL CUT PILE OR LEVEL CUTNNCUT PILE TEXTURE; FROM THE LATCH SIDE EXTENSIONS IF THE DOOR IS AT LEAST44'WIDE. PERSONS WITH DISABILITIES HAVE VEHICLES EQUIPPED WITH SPECIAL CONTROLS WHICH MAY AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH THIS SECTION SHALL CONNECT ACCESSIBLE ELEMENT 6:RAMPS NOT BE OPERABLE BY A PARKING ATTENDANT.) BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING MAXIMUM PILE THICKNESS:112' OR FACILITY. EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. 4,13.7 TWO DOORS IN SERIES 4.8.1 WHERE REQUIRED ACC IBLE AR LOCATION 4.3.2(4) WHERE WHEREVER THE SLOP OF THE ACCESSIBLE ROUTE EXCEEDS 170(5%). 4.ILLUMINATIONILL AT CONTROLS,PLATFORM AND THRESHOLD AND LANDING SHALL BE MINIMUM 5 THE WIDTH INIMUM DTHOF SPACE BETWEENSWINGING TO HINGED ORPIVOTED DOORS IN SERIES SHALL BE 48'PLUS ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE THE WIDTH OF ANY DOUR SWINGING IMOTHESPACE.SHORTEST ACCESS18LE ROUTE OF TRAVEL FROM ADJACENT PARKING M AN ACCESSIBLE BUILDING AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLE 4.8.2 SLOPE FOOT CANDLES. DOORS IN SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE ENTRANCE. DWELLING UNIT WITH THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE LEAST POSSIBLE SLOP SHALL BE USED ARC IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE DWELLING UNIT. MAXIMUM SLOPE 1:12 4.10.12(1) CAR CONTROLS: BETWEEN THE DOORS. i A/jZ TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES BUTTONS 4.13.8 4.1.6(3)(DJO) THRESHOLDS AT DOORWAYS D O ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE 4.1.315) 4.1.6(1)(KI(Ip WHERE REQUIRED SIZE:34'MINIMUM IN LEAST DIMENSION. gHP111 DHERK ENTRANCES. MAXIMUM SLOPE OF ADJACENT SURFACES:120 MAXIMUM THRESHOLD HEIGHT'1i7(34'AT EXTERIOR SLIDING DOORS). No O.HLAID ;I IN BUILDINGS NOT REQUIRED TO HAVE AN ELEVATOR(REFER TO ELEMENT 8: BUTTONS SHALL BE RAISED OR RUSH. ALL ACCESSIBLE SPACES D,GROPED ON GROUPED OF ONEL LEVEL OF STRUCTURE. M83 CLEAR WIDTH RAISED THRESHOLDS AND FLOOR LEVEL CHANGES SHALL BE BEVELED WITHABLOPE NO GREATER THAN p No.p2s20s ('UNIVERSAL'SPACES,WHEN PROVIDED,MAY ALSO BE GROUPEDWONE LEVEL OFA ELEVATORS),FLOORS LOCATED ABOVE AND BELOW THE ACCESSIBLE GROUND FLOOR ENTRANCE SHAH MINIMUM:35. ?Z PARKING STRUCTURE). COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS I-21 4.10.12(2) CAR CONTROLS: . TEN. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING,ACCESSIBLE PARKING NEXISTING MULTISTORY BUILDINGS WITHOUT AN ELEVATOR,ALTERATIONS TO FLOORS ABOVE AND 4.8.4 LANDINGS ALTERNATIONSIEXISTING CONDITIONS: P2 BELOWTHE ACCESSIBLE GROUND FLOOR SHALL COMPLY WITH OTHER REQUIREMENTS OF ELEMENTS I-20. LEVEL LANDINGS REQUIRED AT TOP AND BOTTOM OF EACH RUN,WITH THE FOLLOWING FEATURES: CONTROL INDICATORS p SHALSTRIAN LOCATED ON THE THORTEILITY. SSIBLE ROUTE OF TRAVEL TORN ACCESSIBLE ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET IFEXISTING THRESHOLDS ARE 314'HIGH MAXIMUM,AND HAVE(OR ARE MODIFIED TO HAVE)A PEDESTRIAN ENTRANCE TO THE FACILITY. 1.MINIMUM WIDTH:EQUAL TO WIDTH OF RAMP. 4.38 WIDTH 2.LENGTH:MINIMUM60'CLEAA. CHARACTERS FOR LETTERS,ARABIC SYMBOLS FOR NUMERALS,OR STANDARD SYMBOLS AS REQUIREDBEVELED EDGE ON EACH SIDE,THEY MAY REMAIN. IN APPROVED 4.12(5)(A) 4.6.3 'STANDARD' ACCESSIBLE SPACES MINIMUM CLEAR WIDTH:30'(EXCEPT AS ALLOWED AT DOORS). 3.IF RAMP CHANGES DIRECTION AT LANDING,LANDING SHALL BE MINIMUM 60'BY 60". ASME'ANSIA17.1.1990. MAY 232DO7 I.IF DOORWAY IS LOCATED AT LANDING,MANEUVERING SPACE IS REQUIRED M CHARACTERS SKILL BE 518"TO 7 HIGH,RAISED 1132',UPPER CASE,SANS SERIF OR SIMPLE SERIF HAND DOOR HARCNARE FOR PERMIT ISSUANCE _ ACCESSIBLE SPACES SHILL HAVE THE FOLLOWING MINIMUM DIMENSIONS: ( HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERATING DEVICES SHALL HAVE A SHAPE THAT IS EASY SCOT'T FAZEKAS 8 ASSOCIATES.INC. 4.33 WIDTH AT TURNS TYPE,AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. PARKING SPACE WIDTH:98" ELEMENT 10:DOORS). TO GRASP WITH ONE HAND AND DOES NOT REWIRE TIGHT GRASPING,TIGHT PINCHING,OR TASTING ACCES36'CLEAR WIDTH IS PERMITTED FOR A 90 TURN IF NO ADDITIONAL TURN IS REQUIRED WITHIN 48'. All RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO WHICH THEYAPPLY. VERTICAL LCLE WIDTH:W" BE OF THE WRIST TO OPERATE. DATE VERTICAL CLEARANCE:BO' CLEAR WIDTH 48*MI MINIMUM AROUND AN OBSTRUCTION LESS THAN 48"WIDE SHALL BE 47 4.85 HANDRAILS FLOOR BUTTONSAND EXTINGUISH ASH WHEN EACHWITH VISUAL CALL WHICH LIGHT WHEN EACH CALL IS LEVER-OPERATED MECHANISMS,PLUSH-TYPE MECHANISMS,AND USHAPED HANDLES ARE .Y MINIMUM.WITH4B'MINIMUM WIDTHAT TURN. REWIRED IF:RISE EXCEEDS 6:OR RUN(HORIZONTAL PROJECTION)EXCEEDS 72'. REGISTERED MID EXTINGUISH WHEN EACH CALL IS ANSWERED. c-.'Ins have been reviewed for adhereroa?o the 4.1.2(5XB) 4.fi.5 'VAN ACCESSIBLE'SPACES ACCEPTABLE DESIGNS, C VAN ACCESSIBLE'SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 4.3.4 PASSING SPACE SHILL BE PROVIDED ON BOTH SIDES OF RAMPS. ALLFLOOR BUTTONS SHALL BE MAXIMUM 54"ABOVE FLOOR WHERE SIDE APPROACH IS PROVIDED, .codes and ordinance. Autha¢at;on Is - REVISIONS WHEN SLIDING DOORS ARE FULLY OPEN,OPERATING HARDWARE SHALL BE EXPOSED AND USABLE anted[o issue a building permit pending IF AN ACCESSIBLE ROUTE IS LESS THAN 60'WIDE,PASSING SPACES ARE REQUIRED AT MAXIMUM INSIDE RAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS. 48"MAXIMUM WHERE FORWARD APPROACH IS REQUIRED. r+a PARKING SPACE WIDTH:96' EMERGENCY CONTROLS INCLINING ALARM AND STOP FROM BOTH SIDES. aU appiicab;e City agencies. ACCESS AISLE WIDTH:96" 2WINTERVALS.PASSING SPACE MAYBE EITHER60'BY 60'SPACE,ORAT4NTERSECTION OF TWO I )SHALL BE GROUPED AT BOTTOM OF PANEL, HARDWARE REQUIRED FOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN dB'ABOVE FINISHED ''� - y WALKS OR CORRIDORS. WHERE NOT CONTINUOUS,RAILS SHALL EXTEND AT LEAST 1TBEYOND TOP AND BOTTOM OF RAMP, WITH CENTERLINES 35'MINIMUM ABOVE FLOOR. ` i, 13 VERTICAL CLEARANCE:W(AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR PARALLEL TO GROUND SURFACE. FLOOR. '�e issuance or granting Of a permit based on ROUTE TO THE SPACE) CONTROLS SHALL BE LOCATED ON FRONT WALL IF CARS HAVE CENTER OPENING DOORS,AND AT EITHER p,-nca'.cf These laps shall not be Con-'Rued to 4.INI LEA HEADROOM HEIGHT:34-38"ABOVE RAMP SURFACE. A SIDE WALL OR THE FRONT WALL IF CARS HAVE SIDE OPENING DOORS. p able 'A4.6UNIVERSAL! 'UNIVERSAL' SIGNSPAES SHALL MINIMUM CLEAR HEADROOM:80' 4.AD SACOSER,THEN par r..:L or approve any violation Of the n.-,Wile CLEAR FLOOR SPACE BETWEEN FLATLAND ANY WALL SHALL BE I-1R'. IFADOORH45ACLOSEIR,THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM cO;;;;or ordinance. No permit presum:�;1 rO glue (', 'UNIVERSAL'PARKING DESIGN SPACES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: R VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN El GRIPPING SURFACES SHALL BE CONTINUOUS(UNINTERRUPTED). 4.10.13 CPR POSITION INDICATORS AN OPEN POSITION OF70,THE DDORWILL TAKE AT LEAST 3 SECOND TO MOVE TOAPoINT 3-FROM au[nority to violate Or cancel the provisions of such PARKING SPACE WITH: MST BD".ABARRIER SHALL BE PROVIDED. A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR CONTROL PANEL OR ABOVE THE THELATCH,MEASURED TO THE LEADING EDGE OFTHE DOOR. codes shsU be valid. ACCESS AISLE WIDTH:60' ENDS SHALL BE ROUNDED,OR RETURNED SMOOTHLY TO FLOOR,WALL,OR POST. DOOR. 0 El VERTICAL CLEARANCE;98-(AT PARKING SPACE AND ALONG AT LEAST ONE VEHICULAR 4.3.7 SLOPE HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. ASTHE CAR PASSES OR STOPS AT A FLOOR,THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND 44���33 pppppppp ppppEE CC,,hFaapp ROUTE TO THE SPACE) RUNNING SLOPE SHALL NOT EXCEED 1:20.(IF SLOPE EXCEEDS 1:20,REFER TOTANII SECTION). DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE I.V4'MI IT,OR SHALL PROVIDE AN VNIAXIMUMFORCEFORPUSHINGEOR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: E3 CROSS SLOPE SHALL NOT EXCEED 1:50(2%). EQUIVALENT GRIPPING SURFACE. AN AUDIBLE SIGNAL SHALL SOUND. 4.6.5 PASSENGER LOADING ZONES NUMERALS SHALL BEAMINIMUM III HIGH. 1.FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE PASSENGER LOADING ZONES SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 4.3.8 4.5.2 4.1.6(1)(F) CHANGES IN LEVEL MAY 18 LOCATED INARECESS PROVIDED THAT RECESS 3'DEEP MAXIMUM AND EXTENDSBE 1B"MINIMUMABOVETHETOP OFTHEHANDRAIL. AUDIBLE AUTOMATIC VERBAL ANNOUNCEMENT 20 DECIBELS WITH FREQUENCY NO HIGHERTHAN FOR THE HZ. APPROPRIATE ADMINISTRATIVE AUTHORITY. VEHICLE PULL-UP SPACE WIDTH:(NOT SPECIFIED AN AUTOMATIC VERBALANNWNCEMEN7OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE 2.OTHER DOORS UP T0114":REQUIRES TREATMENT(VERTICAL EDGE PERMITTED). RAILS AND ADJACENT SURFACES SHALL BE FREE OF ABRASIVE OR SHARP ELEMENTS.EDGES SHALL AUDIBLESIGNAL. A.EXTERIOR HINGED DOORS:(NO REQUIREMENT AT THIS TIME) ACCESS AISLE WIDTH:67 PC TO IT:EDGE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. RAVE A MINIMUM RADIUS OF 118'. '^ B ACCESS AISLE LENGTH:2T(ADJACENT ANO PARALLEL TO VEHICLE SPACE) GREATER THAN V2":REQUIRES A RAMP,ELEVATOR,OR PLATFORM LIFT. B.INTERIOR HINGED DOORS:5LBF B L.- Cn VERTICAL CLEARANCE:114'(AT LOADING ZONE AND ALONG AT LEAST ONE VEHICULAR ROUTE 4.86 CROSSSLOPE 4.10.14 EMERGENCY COMMUNICATIONS C.SLIDING OR FOLDING DOORS:5LBF TO THE LOADING ZONE). STAIRS SHALL NOT BE PART OF M ACCESSIBLE ROUTE. MAXIMUM CROSS SLOPE OF RAM SURFACE SHALL BE 1:50. IF PROVIDED,EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A El 4.6.3 ACCESS AISLE POINT OUTSIDE THE HOISTAY SHALL COMPLY WITH ASMErANSI A17.1.19M. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED M RETRACT LATCH BOLTS OR DISENGAGE OTHER El PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ALTERATIONS'D3STING CONDITIONS: 4.8.6, 4.5 SURFACES HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM ALB'FROM BOOR. DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. - ENTRANCE. IF AN ESCALATOR OR STAIR IS ADDED WHERE NONE EXISTED PREVIOUSLY,AND MAJOR STRUCTURAL RAMP SURFACE SHALL BE FIRM,STABLE,AND SUPRESISTENT(IF CARPETED,REFER M REQUIREMENTS SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED ADJACENT TO THE c TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. MODIFICATIONS ARE NECESSARY FOR SUCH INSTALLATION,THEN A MEANS OF ACCESSIBLE VERTICAL UNDER ELEMENT 5:ACCESSIBLE ROUTES.) DEVICE,CHARACTERS SHALL BE SB'TO 2'HIGH,RAISED 1132',UPPER CASE,SANS SERIF OR 4.1312 AUTOMATIC DOORS AND POWER-ASSISTED DOORS - PROTOTYPE PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS(RAMP,ELEVATOR,OR PLATFORM LIFT)ME BE PROVIDED. SIMPLE SERIF TYPE,AND SHALL BE ACCOMPANIED BY GRADE 2BRAILLE. IF AN AUTOMATIC DOOR IS USED,THEN IT SHALL COMPLY WITH ANSUBHMA A156.10.1W8 _ W 4,8.7 EDGE PROTECTION IF SYSTEM USES A HANDSET,MINIMUM CORD LENGTH SHALL BE 29'. SLOWLY OPENING,LOW-POWERED,AUTOMATIC DOORS SHALL COMPLY WITH ANSI A156.19.1984. - 107 X 163 4.6.3 4.6.6 SLOPE RAMPS AND LANDINGS WITH VERTICAL SIDE DROP-OFFS SHALL HAVE WALLS,RAILINGS,PROJECTING IF LOCATED IN A CLOSED COMPARTMENT,DOOR SHALL BE OPERABLE WITH ONE HAND,SHALL NOT SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECOND AND SHALL REWIRE NO Q PARKING SPACES,PASSENGER LOADING ZONES,AND ACCESS AISLES SHALL HAVE A MAXIMUM 4.3.6 4.5 GROUND AND FLOOR SURFACES SURFACES,OR MINIMUM 2-HIGH CURBS,TO PREVENT PEOPLE FROM SLIPPING OFF THE RAMP REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST,AND SHALL REQUIRE A MAXIMUM MORE THAN 15lBF TO STOP DOOR MOVEMENT. - STORE NUMBER SLOPE OF 1:50(2%)IN ALL DIRECTIONS.ICURB RAMPS ARE NOT PERMITTED WITHIN THE SHALL BE FIRM,STABLE,AND SUPRESISTENT.(F GRATINGS ARE USED,REFER TO REQUIREMENTS 4.8.8 OUTDOOR CONDITIONS FORCE OFSLBF. IFEPOWER5 LBF POWER-ASSISTED ITS DOOR OPENING FORCE SHALL COMPLY WITH FORCES LISTED REQUIRED AREA OF ACCESS AISLES AND LOADING ZONES.) UNDER ELEMENT f:ACCESSBLE ROUTE) OUTIl00R RAMPS ANO THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE COMMUNICATION. ABOVE(SEE'DDOROPENING FORCE')MDITS CLOSING FORCE SHPLL COMPLY WITH AN51 - J 4.1.2(7)(D) 4.6.4 SIGNAGE 4.5.3 CARPET ON THEIR WALKING SURFACES. (VOICE ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH SPEECH OR HEARING IMPAIRMENTS). A156.19.19M. 9 WD PROJECT NUMBER /1� ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE IF CARPET IS USED,IT SHALL HAVE THE FOLLOWING FEATURES: AS RAIPD0001 V - A INTERNATIONAL SYMBOL OF ACCESSIBILITY'. SHALL BE SECURELY ATTACHED, 'VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN STATE'VAN-ACCESSIBLE' A FIRM CUSHION,PAD,OR BACKING(OR NONE); BELOW THE SYMBOL ACCESSIBLE SPACSSARE. OVIDETHIS DDITIONAL SIGN IS NOT REWIRED WHEN ALL A LEVELMAXIMUM PILETHICKNEDLOOP,LEVEL CUT PILE OR LEVEL CUTNNCUT PIE TEXTURE; �O O - 'UNIVERSAL'ACCESSIBLE SPACES ARE FRONDED.) MNOMUM PILE THICKNESS NYC; Q ACCESSIBLE PASSENGER LOADING ZONES SHALL BE IDENTIFIED BY A SIGN SHOWING THE EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM. INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 _ �« -. ,: - ,, emu. ......H m m ., ,.r - - - o _ �, �� � H� � , 1 2 3 4 5 6 7 6 9 10 . 11 12 . - - 13 14 15 16 i ELEMENT 12.1:WATER CLOSETS ELEMENT 12.5:SINKS ELEMENT 12.9:TUB/SHOWER SEATS ELEMENT 16:SIGNAGE 4.16.2 CLEAR FLOOR SPACE M 4.24.2 HEIGHT SINKS SHALL BE MOUNTED wTIH THE RIM OR COUNTER SURFACE NO HIGHER THAN M"ABOVE /.21.3 BATHTUBS:IN-TUBSUTS,OR SEATS AT HEAD END OF ACCESSIBLE BATHTUBS,SHALL COMPLY *72dWATERCLOSETS SHALL BE LOCATED LIP FROM ASIDE WALOR PARTITION. 4.1.3(16)(A)INHERE APPLICABLE SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES$KAU.COMPLY WITH THE M'I �,sners THE3 KNEELOOR. WITHWE S:REQUI EDSEATIN ELEMENTRS BATHTUBS.) 431.5 IEPAING AID COMPATIBLE MID VOLUMECONIROL TELEPHONES L CLEAR WATER SPACE FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS B REQUIRED AS FOLLOWS, ANYSEATOVIDED REQUIREMENTS LISTED BELOW FOR: �+ 4.INIM MSHALL BE KNEE CLEARANCE OF 2T HIGH MINIMUM,30"WIDE MINIMUM,AND 19,DEEP SOWER,SALLCOM COMPLY WITH ELEMENT NT127:SHOWS STALL ILLIN' WHERE REQUIRED: DEPENDING ON APPROACH PROVIDED TO THE FIXTURE(ALL E WALL(LAVATORY ARE MINIMUM): MINIMUM SHALL BE PROVIDED UNDERNEATH SINKS. SHOWER,SHALL COMPLY W11H THIS SECTION.(REFER 70 ELEMENT 12.7:SHOWER STALLS.) RAISED AND BRAILLEO CHARACTERS AND PICTOGRAMS 1.TELEPHONES SHALL BE HEARING AID COMPATIBLE. 1.FRONT APPROACH:66"FROM BACK WALL 48'FROM SIDE WALL(LAVATORY MAY FINISH AND CONTRAST 2852 Kelvin Avenue 424.A DEPTH EACH SINK SHALL BEA MAXIMUM B-11?DEEP. 4.35.4 WHERE APPLICABLE BENCHES REQUIRED IN ACCESSIBLE DRESSING AND FITTING ROOMS ELEMENT 20: 2.VOLUME CONTROLS,CAPABLE OFAMINIMUM OF 12 D8A ANDAMAXIMUM OF IB PROTRUDE 1Y MAXIMUM INTO CLEAR SPACE ALONG BACK WALL). MOUNTING LOCATION AND HEIGHT Irvine,CA 92614 424.5 CLEAR FLOOR SPACE ACLEAR FLOOR SPACE 30'BY 4B"SHALL BE PROVIDED IN FRONTOFASINK TO ALLOW DRESSING AND FITTING ROOMS)SHALL COMPLY WITH THE STRUCTURAL STRENGTH pBA ABOVE NORMAL,SHALL BE PROVIDED.IF AUTOMATIC RESET IS PROVIDED,THEN IBDBA MAY BE EXCEEDED. - 2.SIDE APPROACH M 56'FROM BACK WALL,48'AC FROM SIDE WALL(LAVATORY MAY FORWARD APPROACH. REQUIREMENTS OF THIS SECTION. 412n) 949.753.7676 T PROTRUDE IYMAXIMUM INTO CLEAR SPACE ALONG BACK WALL). RESS 4.1.3(1 o) 4.313 TELEPHONEBOOKS TELEPHONE BOOKS,IF PROVIDED,SHALL BE LOCATED INA POSITION THAT COMPLIES WITH THE 3.FRO AND SDE APPROACH:Sfi'FROM BACK WML,60'FROM SIDE WALL(LAVATORY THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND 426'3 STRUCTURALSTRENGTH GRAB BARS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 4,12p14.1.3(1618)WHERE APPLICABLE SIGNS WHICH PROVIDE DIRECTION 70,OR INFORMATION PBOUT,FUNCTIONAL SPACES OF THE SAME REACH RANGES NOTED ABOVE FOR OPERABLE PARTS OF TELEPHONES. 949.753.7678E MAY NOT PROTRUDE INTO CLEAR SPACE). AM4XIMUM OF I9'UNDERNUTH THE SINK 1.BENOINGSTLBE LEUCED SS THAN ALLOWABLE BENDING MOMENT FROM APPLICATION OF BUILDING SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW FOR: 4.31.8 CORDLEGTH THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BEAT LEAST2FLONG. 250 LBF SHALL INDUCED BY ALLOWABLE STRESS_BF FOR BE LUST CHARACTER PROPORTION 4.31.9 TEXTTFLEPHONES WHERE REQUIRED: wdpanners.com CLEAR FLOOR SPACE MAYBE ARRANGED TO ALLOW DTHERALEFTHANDLD OR RIGHT-HANDED 4.24.6 EXPOSED PIPES AND SURFACES H07 WATER AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE 2.SMEAR STRESS INDUCED BY APPLICATION OF 250 LBF SHALL BE LESS THAN CONFIGURE070 PROTECTAGAINST CONTACT. CHARACTER HEIGHT 1.TEXT TELEPHONES USED WITH A PAY TELEPHONE SHALL BE PERMANENTLY AFFIXED APPROACH, ALLOWABLE SHEAR STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN SEAT FINISH AND CONTRAST WITHIN,OR ADJACENT TO,THE TELEPHONE ENCLOSURE.IF AN ACOUSTIC COUPLER THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. AND MOUNTING BRACKET IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND 4.16.3 HEIGHT TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE SHEAR STRESS, EXCEPTION:BUILDING DIRECTORIES,MENUS,AND ALL OTHER SIGNS WHICH ARE TEMPORARY BUSED,THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG AS TO ALLOW CONNECTION 4.27.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL GT REQUIRE TIGHT GRASPING, Atlanta THE HEIGHT TO TIE TOP OF THE TOILET SEATS SHALL BE 17•TO IT. WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. ARE NOT REQUIRED TO COMPLY. OF THE TEXT TELEPHONE AND TELEPHONE RECEIVER. PINCHING,OR TWISTING OF THE WRIST. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 4.1.Zf7)WHEREAPPLICABLE ELEMENTS AND SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY THE 2.PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TEXT TELEPHONE SHAL ', Boston THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN5LBF. 3.SHE AR STRESS INDUCED INA LATERAL FROM OF INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE. BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE Chicago 4.16A 4.26 GRABBARS LEVER-OPERATED,PUSH-TYPE,AND ELECTRONICALLY CONTROLLED MECHANISMS ARE 250 LBF SHALL BE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR A PARKING SPACES DESIGNATED AS RESERVED FOR PERSONS WITH DISABILITIES; TELEPHONE ENCLOSURE.THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING L" Columbus FOR WATER CLOSETS NOT LOCATED IN TOILET STALLS,THE FOLLOWING GRAB BARS SHALL BE PROVIDED, EXAMPLES OF ACCEPTABLE DESIGNS. MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER IS THE SMALLER B.ACCESSIBLE PASSENGER LOADING ZONES; PLACED FLUSH ON THE SURFACE OF THE SHELF.THE SHELF SHALL BE CAPABLE OF 3b3fi ABOVE THE FINISH FLOOR: IF SELF-CLOSING .LOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST I SECONDS. ALLOWABLE LOAD. Dallas 4.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS C.ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE(INACCESSIBLE ENTRANCES ACCOMMODATING A TEXT TELEPHONE AND SHALL HAVE 6"MWIMUM VERTICAL _ Las Angeles SIDE WALL,42'LONG MINIMUM,12'FROM BACK WALL SHALL HAVE DIRECTIONAL SIGNAGE TOINDICATE ROUTE TO NEAREST ACCESSIBLE CLEARANCE IN THE AREA WHERE THE TEXTTELEPHONE IS TO BE PLACED. gees THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN &1CK WALL:36'LONG MINIMUM,IY MINIMUM EACH SIDE OF WATER CLOSET CENTERLINE. ELEMENT 12.6:BATHTUBS ENTRANCE); 3.EQUIVALENT FACILITATION MAYBE PROVIDED.(FOR EXAMPLE,A PORTABLE TEXT Miami THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. D.ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE. TELEPHONE MAY BE MADE AVAILABLE IN A HOTEL AT THE REGISTRATION DESK IF IT IS Sacramento 4.166 LS SHALL FLUSH CONTROLS CONTROLS SHALL BE I4'MAXNUM ABOVE THE FINISH FLOOR. SECT N,OR LEAST SHOWER OERCOMPSHOWERS ELEMENT SHOWER STALLS LEAST ONE TUB SHALL COMPLY WITH THIS 4.30.2 CHARACTER PROPORTION AVAILABLE ON A24 HOUR BASIS FOR USE WITH NEARBY PUBLIC PAY TELEPHONES.IN CONTROLS FORRUSHVALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. SECTION,OR AT LEAST ONE SHOWER COMPLYING WITH ELEMENT 12.7:SHOWER STALLS SHALL LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-M IGNT RATIO BETWEEN 3:5 AND THIS INSTANCE,AT LEAST 1 PAY TELEPHONE SHALL BE DESIGNED TO ACCOMMODATE THE D CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. BE PROVIDED. ELEMENT 14:STORAGE 1:1,AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10, PORTABLE TEXT TELEPHONE)CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 4.20.2 FLOORSPACE CLEAR FLOOR SPACE IN FRONT OF BATHTUBS SHALL BE PROVIDED AS FOLLOWS(ALL DIMENSION PINCHINGOR TWISTING OF THE WRIST. ARE MINIMUMS): 4.1.3p2)(A)IF FIXED OR BUILT-IN STORAGE FACILITIES SUCH AS CABINETS,SHELVES,CLOSETS,AND DRAWERS 4.30.3 CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORD1G TO THE VIEWING DISTANCE THE FORCE REQUIRED TO ACTIVATE CONTROLS SH4LL BE NO GREATER THAN 5 LBF. IN TUB SEAT,WITH APPROACH FROM HEAD END OF TUB'.30'WIDE,60'LONG. ARE PROVIDED IN ACCESSIBLE SPACES,AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE FROM WHICH THEY ARE TO 8E READ. IN TUB SEAT,SIDE APPROACH:48"WIDE,fiIX LONG. SPACE COMPLYING WITH THIS SECTION. FOR SIGNS HIGHER THAN B E ABOVE THE FINISH FLOOR,CHARACTER SIZE SHALL BE 3' - 4.15.6 DISPENSERS SEAT AT HEAD OF TUB,WITH APPROACH FROM HEAD END:30'WIDE,75'LONG. 4.1.302NB)WHEREAPPLICABLE SHELVES OR DISPLAY UNITS ALLOWING SELF-SERVICE BY CUSTOMERS IN MERCANTILE MINIMUM. TOILET PAPER DISPENSERS SHALL BE INSTALLED ON THE SIDE WALL,BELOW THE GRAB BAR,A LAVATORY MAY BE LOCATED AT FOOT(CONTROL)END OF TUB`WITHIN THE REQUIRED CLEAR OCCUPANCIES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. LOWERCASE LETTERS ARE PERMITTED. K MINIMUM IT ABOVE THE FLOOR,AND A MAXIMUM 36'FROM THE REAR WALL. FLOOR SPACE. 4.1.7(3)(E)WHEREREQUIRED HISTORIC PRESERVATION K DISPENSERS THAT CONTROL DELIVERY,OR DO NOT PERMIT CONTINUOUS PAPER FLOW,SHALL NOT BE 4.20.3 SEAT AN IN-TUB SEAT OR A SEAT ATTHE HEAD END OF THE TUB SHALL BE PROVIDED. DISPLAYSANDWRITTEN INFORMATION,DOCUMENTS.ETC.SHOULD BE LOCATED WHERE THEY 4.30.4 RAISED AND BRAILLEO CHARACTERS USED. BUT AT HEAD OF TUB,WHERE USED,SHALL BE I5'WIDE. CAN BE SEEN BY A SEATED PERSON.EXHIBITS AND SIGNAGE DISPLAYED HORIZONTALLY(E.G., LETTER SAND NUMERAILLEDUS CHARACTERS 1i3Y,UPPERCASE,SANS SERIF OR SIMPLE SERIF ® I SEATS SHALL BE SECURELY AND SHALL NOT SKIP DURING USE. OPEN BOOKS)SHOULD BE NO HIGHER THAN 44"ABOVE THE FLOOR. TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. ELEMENT122:TOILET STALLS 1HES7RUCTURALSTRENGTHOFSEATSANDTHEIRA ACHMEMSSHMLCOMPLYWITHELEMENT 4.25.1 CLEAR AC EAR FLOOR SPACE AT LEAST30 BY48'THATMLOWSEI HERAFORA'ARDORPARALLEL RAISED CHARACTER HEIGHT:STMINIMUM,THIGHMAXIMUM. a 12.9:TU&SHOWER SEATS. APPROACH BYA PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED Y b 4.22.4 WHERE APPLICABLE 420.4 GRABBARS GRAB BMSSHMLBE PROVIDED AS FOLLOWS: 425.3 HEIGHT WHEREAFORWARD REACH IS REQUIRED,ACCESSIBLE STORAGE SPACES SHALL BE48" I IF TOILET STALLS ARE PROVIDED INATOILE7 ROOM OR BATHROOM,THEN AT LEAST ONE SHALL BEA WITH IN TUB SEAT: MAXIMUM AND 15'MINIMUM ABOVE THE FLOOR.IF THE FORWARD REACH IS OVER AN DIRECTLY DI THE PICTOGRAM. 'STANDARD'ACCESSIBLE TOILET STALL(FOR WHEELCHAIR USERS)COMPLYING WITH THIS SECTION. CONTROL WALL:24'LONG MINIMUM,FROM OUTSIDE WALL,33-36"ABOVE FLOOR. OBSTRUCTION(WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE)2D25"DEEP, THE BORDER DIMENSIONS OF THE PICTOGRAM SHAH BE fi'MINIMUM. IF 6 OR MORE TOILET STALLS ARE PROVIDED IN AMILET ROOM OR BATHROOM,IN ADDITION 7O THE HACK WALL:2 BARS,24'LONG MINIMUM,12'MAXIMUM FROM FOOT END,24" 4.30.5 FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL,MATTE,OR OTHER NON- FR THE MAXIMUM HEIGHT SHALL BE 44';IF THE OBSTRUCTION IS LESS THAN 2T,MAXIMUM 'STANDARD ACCESSIBLE STPLL REQUIRED,AN ADDITION'ALTERNATE A'ACCESSIBLE STALL(FOR MAXIMUM FROM HEAD END;ONE 33-N ABOVE FLOOR,ONE BABOVE TOP OF TUB. HEIGHT SHALL RE 48". GLARE FINISH.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND(EITHER 4B'MN " I AMBULATORY PERSONS WITH DISABILITIES)COMPLYING WITH THIS SECTION SHALL BE PROVIDED. HEAD WALL:12'MINIMUM,FROM OUTSIDE WALL,33'36"ABOVE FLOOR. WHERE A SIDE REACH IS PROVIDED,ACCESSIBLE STORAGE SPACES SHALL BE 54' LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON ALIGHT BACKGROUND). WITH SEAT AT HEAD OF TUB: FLOOR. HALL 4.30.6 MOUNTING LOCATION AND HEIGHT 4.172 WATER CLOSETS SIDE REACH OVER IN 34'MAIMUM HIGH AND HEIGH AXIMU BE DETAIL 17.1 CONTROL WALL 24'LONG MINIMUM,FROM OUTSIDE WALL,3336'ABOVE FLOOR. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGN3 SHALL BE SIDE REACH HELVES SHALL HIGHANO24'FLOOR DEEP, WATER CLOSETS LOCATED WITHIN TOILET STALLS SHALL COMPLY WITH ELEMENT 12.1:WATER BACK WALL 2 BARS,48'LONG MINIMUM,IT MAXIMUM FROM FOOT END,15" CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM 54'ABOVE FLOOR WHERE A SIOE REACH INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. CLOSETS. MAXIMUM FROM HEAD END;ONE 3336•ABOVE FLOOR,ONE T ABOVE TOP OF TUB. B REQUIRED. WHERE THERE B G WALL SPACE TO THE LATCH SIDE OF THE DOOR,INCLUDING AT DOUBLE- ) HEAD WALL NONE LEAF DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. J.. 4.17.3 SIZE AND ARRANGEMENT WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 4.27A CONTROLS FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REWIRE MOUNTINGHEIGHTSHALL BE 60'ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. TOILET ACCESSIBLE MAY BEARRANTALLSGE070PROVIDE EITHERA LIEFF.OR GDIMENARIGHT4i4NC APPROACH. (AS AT INACCESSIBLE SHALL BE AEI: ELEMENT 18:SEATING AND TABLES ACCESSBLE TOILET STALLS SHALL HAVE THE FOLLOWING DIMENSIONS: TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. SHELVES:MAXIMUM REACH:21';HEIGHT:48'MAXIMUM,9'MINIMUM. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE 50 THATA PERSON MAYAPPROACH THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. WITHIN 3'OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN STANDARD'ACCESSIBLESTML CLOTHES RODS: REACH;HEIGHi:48"MAXIMUM. 4.1.3(18)WHERE APPLICABLE CONTROLS SHALL BE LOCATED ON THE FOOT WALL BELOW THE GRAB BAR.AND SHALL BE OFFSET THE SWING OF A DOOR. MINIMUM WIDTHfiO' 4.27.4 HARDWARE HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAG AND SHALL IF FIXED OR BUILT-IN SEATING OR TABLES(INCLUDING,BUT GTLIMITEO TO STUDY CARRELS AND MINIMUM DEPTH,WITH FLOOR MOUNTED WATER CLOSET:5W TO THE FRONT HALF OF THE TUB. NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST. 1,2.7 SYMBOLS OF ACCESSIBILITY STUDENT LABORATORY STATIONS)ARE PROVIDED IN ACCESSIBLE PUBLIC OR COMMON USE _ MINIMUMDEPTH,WITH WALL MOUNTED WATER CLOSET:56' 4,20.6 SHOWERUNIT A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60'LONG THAT CAN BE USED BOTH ASA FIXED THE FORCE REQUIRED TO ACTIVATE HARDWARE SHALL BE NO GREATER THAN 5 UB. 1.FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE SHALL USE THE AREAS,AT LEAST 5%,BUT NOT LESS THAN I,SHALL COMPLY WITH THIS SECTION SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. INTERNATIONAL SYMBOL OF ACCESSIBILITY. DOOR:WTNARD SWINGING(IF DOOR SWINGS INTO STALL,DEPTH SHALL BE INCREASED BY Ml ACCESSIBLE ROUTE SHALL LEAD TO AND THROUGH SUCH AREAS. 36.) 420.7 BATHTUB ENCLOSURES IF PROVIDED,ENCLOSURES SHALL NOT OBSTRUCT CONTROLS OR TRANSFERS FROM WHEELCHAIRS 2.VOLUME CONTROL TELEPHONES,WHEN REWIRED,SHALL BE IDENTIFIED BYA SIGN 4,32.2 SEATING IF SEATIG SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR 'ALTERNATE A ACCESSIBLE STALL(REQUIRED WHEN MOM THAN 6 STALLS PROVIDED; ONTO BATHTUB SEAT OR INTO TUB. CONTAINING A DEPICTION OF A TELEPHONE HANDSET WITH RADIATE SOUND WAVES, COUNTERS,A MINIMUM CLEAR FLOOR SPACE FOR 30'BY 48'SHALL BE PROVIDED. _ FERMI TTED IN LIEU OF STANDARD STALLS IN CERTAIN ALTERATIONS). ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS MOUNTED ON THEIR RIMS. ANY AMOUNT >60• 3.TEXT TELEPHONES,WHEN REWIRED,SHALL BE IDENTIFIED BY THE INTERNATIONAL TOO CLEAR FLOOR SPACE MAY EXTEND UNDER THE TABLE OR COUNTER(INTO THE KNEE SPACE) WIDTH 36' $ SYMBOL.IN ADDITION,IF A FACILITY HAS A PUBLIC TEXT TELEPHONE,DIRECTIONAL 19'MA%IMUM, SIGNAGE INDICATING THE LOCATION OF THE NEAREST TEXT TELEPHONE SHALL BE PLACED MINIMUM DEPTH:WITH WALL MOOU4TED WATER CLOSET,:69' 4.323 KNE LEASTZ HIGH IF SEATING FOR PEOPLE HALL WHEELCHAIRS IS PROVIDED ATFl%ED TABLES OR COUNTERS,KNEE ADJACENT TO ALL BANKS OF TELEPHONES WHICH DO NOT CONTAIN A TEXT TELEPHONE. MINIMUM DEPTH:WITH SWINGING MOUNTED WATER CLOSET:M" SPACES AT LEASTOF TA"LES OR COUNT AND 19'DEEP SHALL BE PROVIDED. \ SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TOO SYMBOL.IF A DOOR: SRDSWINGIG THE HFJGHTCCESSI LE OR COUNTERS 'ALTERNATE B'ACCESSIBLESTML(PERMITTED IN LIEU OF STANDARD STALL ONLY IN CERTAIN ELEMENT 12.7:SHOWER STALLS FACILITY HAS NO NCBANKS OF BUILDING TELEPHONES,THE DIRECTIONAL SIGNAGE SHALL BE FRONDED THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE 28'MINIMUM,PAID 34' H AT THE ENTRANCE(E.G.IN A BUILDING DIRECTORY). ALTERATIONS)ID MAXIMUM,ABOVE THE FINISH FLOOR. H MINIMUM WIDTI1:48' 421.1 WHERE REQUIRED IF BATHTUBS OR SHOWERS ARE PROVIDED,THEN AT LEAST ONE SHOWER SHALL COMPLY WITH 4.ASSSTIVE LISTENING YSTEMSYSTEMS.AR REQUIRED,ASSEMBLY THE A WHERE PERMANENTLYOF SUCH YISTEMS SD MINIMUM DEPTH 54' THIS SECTION,OR AT LEAST ONE TUB COMPLYING WITH ELEMENT 12.6:BATHTUBS SHALL BE PROVIDED. Alt_�,F ASSBTNE LISTENING SYSTEMS ARE REQUIRED,THE AVAILABILITY OF SUCH SYSTEMS SHALL DOOR.OUTWARD SWINGING BE IDENTIFIED WITH SIGNAGE THAT INCLUDES THE INTERNATIONAL SYMBOL OF ACCESS I 421.2 SIZEAGC1.EARAHLES 5HOWERSIML SIZE AND CLEAR FLOUR SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING TWO / FOP,NEPM`MGLGS8. 'A 4.17.4 TOE CLEARANCE OPTIONS(EXCEPTAS OTHERWISE PERMITTED IN TRANSIENT LODGING). IN STANDARD'ACCESSIBLE STALLS,THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL 'TRANSFER SHOWER PROVIDE A TOE CLEARANCE OF AT LEAST 9"ABOVE THE FLOOR. SIZE 36'WIDE BY 36'DEEP. DETAIL 14.1 DETAIL 142 A IF THE DEPTH OF THE STALL IS GREATER THAN 601,THE TOE CLEARANCE IS NOT REQUIRED. CLEAR FLOOR SPACE:36"WIDE MINIMUM,48'LONG MINIMUM,FROM CONTROL WALL, I EXTENDING IY MINIMUM BEYOND SEAT WALL.(LAVATORY MAY NOT PROTRUDE INTO CLEAR �� ELEMENT I9:AUTOMATIC TELLER MACHINES 58'MIN. FLOOR SPACE). O 47MIN IT MAX 4YMIN. 1YMAX. 421.3 SEAT SEAT IS REQUIRED IN 36'BY 36"STALLS,AND SHALL HAVE THE FOLLOWING FEATURES • 'f 4.34.2 CLEARFLOORSPACE A CLEAR FLOOR SPACE AT LEAST 30'BY48'THAT ALLOWSErrHER A FORWARD OR PARALLEL _ SHALL BE I7.19"ABOVE BATHROOM FLOOR. APPROACH BYA PERSON USING A WHEELCHAIR SHALL BE PROVIDED. W` CM 6,MAX, 36'MIN, 9 SHALL EXTENDTHE FULL DEPTH OF THE STALL. LE17ERBEMBERSONSONSSHALL.11AMITI EXCEPTION,DRIVE-UP-ONLYATM'S NEED NOT COMPLY WITH THIS ITEM. / Lt) ro SHALL BE LOCATED ON THE SIDE WALL OPPOSITE CONTROL WALL. TO HEIGHT RATIO OF BETWEEN 3:5&1:1 AND I2T3 HEIGHT AHEMAFORWAROREACHISREQUIRW.CgNTROLSANDOPERATINGMECHANISMSSHALLBE ', - CV G MAXIMUM SPACE BETWEEN WALL AND SEAT EDGE SHALL BE 1-17Y. ASTROKE-WIDTH TO HEIGHT RATIO BETWEEN Li m SHAL PROJECT IF MAXIMUM INTO STALL WIDTH,EXCEPT AT THE REAR IS MAXIMUM OF 48"MAXIMUM AND IS"MINIMUM ABOVE THE FLOOR.IF THE FORWARD REACH IS OVER MI G 1:5&OK LETTERSAND NUMBERS SHALLBE RAISED OBSTRUCTION(WITH KNEE SPACE EQUAL TO OR GREATER THAN REACH DISTANCE)20.25-DEEP, _- i THE STALL,WHERETM SEAT MAY PROJECTI3'MAXIMUM INTO THE STAR WIDTH. i m F ® 13T,UPPER CASE,SANS SERIF OR SIMPLE SERIF M 93 MAXIMUM HEIGHT SHALL BE48'. J f43 S WHERE A FIXED SEAT IS PROVIDED IN A ROLL-IN SHOWER,IT SHALL BE A FOLDING TYPE AND a TYPE ANDSHALL BE CHARACTERS WITH to WHERE A SIDE REACH IS PROVIDED,CONTROLS AND OPERATING MECHANISMS SHALL BE M' SHALL BEMOUNIED ON THE WALL ADJACENT TO THE CONTROLS. M7f, LEADE2BRAILLE,RASIED CHARACTERS SHALL BE AT I W U LEAST 5IW HIGH,BUT NO HIGHER THAN Y. MAXIMUM 9'MINIMUM ABOVE THE FLOOR.MAXIMUM HEIGHT SHALL BE 46'FOR THE STRUCNRAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH ELEMENT INTERNATIONAL SYMBOL SIDE REACH OVER AN OBSTRUCTION 31'MAXIMUM HIGH AND 24'MAXIMUM DEEP. Q DETAIL 12.1.1 DETAIL 12.1.2 L _ _ OF ACCESSIBILTY EXCEPTION:DRIVE-UP-ONLY ATM'S NEED GT COMPLY WITH THIS ITEM. O WN 12.9:TUBSIOWER SEATS. DETAIL 16.1 DETAIL IV 4.27.4 CONTROLS AND OPERATING MECHANISMS Q = Ids BE TAIL 12.21 4.21.4 GRABBARS GRAB BARS,MOUNTED 3336•ABOVE THE FLOOR,SHALL BE PROVIDED AS FOLLOWS: Z1"MAX 1"MAX SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,POUCHING OR TOLL DOORS TCONSFER TROLW WALL: DETAIL143 DETAIL TITHE GOFTHEWRBT. W N O TOILET STALL DOORS,INCLUDING HARDWARE,SHALL COMPLY LL D ELEMENT 10:DOORS.E CONTROL WALL:FULL WIDTH,CONNECTING T BACK WALL GRAB BAR. THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL BE G GREATER THAN 5 LBF. LL TOILET STALL APPROACH IS FROM THE LATCH SIDE OF THESTMLOOOR,CLEARANCE BETWEEN THE BACK WALL:16'LONG,CONNECTING TO CONTROL WALL GRAB BAR. r W Z DOOR SIDE OF THE STALL AND ANY OBSTRUCTION SHALL BE4Y MINIMUM.(DIISAN SEAT WALL NONE LIGHTSWITCH 4.34.3 CLEARANCES AND REACH RANGES I N Y EXCEPTION FROM TYPICAL DOOR MANEUVERING CLEARANCES). ROLL-IN SHOWER: THERMOSTATS,ETC. 8'A4A( FREE STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL PROVIDE - LL N F 4.17.6 GRAB BARS SIDE WALLS:FULL WIDTH,CONNECTING TO GRAB BAR ON BACK WALL. FOR A PARALLEL APPROACH AND BOTH A FORWARD AND SIDE REACH TO THE UNIT. GRAB BARS,MOUNTED 33"36"ABOVE THE FLOOR,SHALL BE PROVIDED AS FOLLOWS: BACK WALL:FULL WIDTH,CONNECTING M GRAB BARS ON SIDE WALLS. ® EXCEPTION:DRIVE-UP-ONLY ATM'S NEED NOT COMPLY NTH THIS META. F= J J 'STANDARD'ACCESSIBLE STALL:ONE 4O SIDE WALL GRAB BARON NEAR WALL),ONE REFER TO ELEMENT 12A GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS o® 4.34.4 EQUIPMENT FOR PERSONS WITH VISION IMPAIRMENTS . W REAR WML GRAB BAR. 421.5 CONTROLS AT TRANSFER SHOWERS,CONTROLS SHALL BE ON ASIDE WALL,OPPOSITE THE SEAT WALL,AND 0 INSTRUCTIONS AND AL INFORMATION FOR USE SHALL BE MADE ACCESSIBLE TO AND r 'ALTERNATE A ACCESSIBLE STALL:ASIDE WALL GRAB BAR EACH SIDE SHALL BE OFFSET TO THE FRONT HALF OF THE STALL. ELEMENT IS:ALARMS �_ INDEPENDENTLY USABLE BY PERSONS WITH VISION IMPAIRMENTSABNOTESISKETCHES: II W 'ALTERNATE B'ACCESSIBLE STALL:ONE 4Y SIDE WALL GRAB BAR(ON NEAR WALL),ONE AT ROLL-IN SHOWERS,CONTROLS MAY BE LOCATED ON THE BACK WALL,WITH THE SHOWER SS I,/ REAR WALL GRAB BAR. HEAD A MAXIMUM 27'FROM A SIDE WALL,OR ON EITHER SIDE WALL.IF LOCATED ON THE 4.1.3(14)IF EMERGENCY WARNING SYSTEMS ARE FRONDED,THEN THEY SHALL INCLUDE BOTH AUDIBLE AND VISIBLE - - 0 8 Q BACK WALL,CONTROLS SHALL BE OFFSET TO ONE SIDE. ALARMS COMPLYING WITH THIS SECTION. _,-„ _ to SIDE WALL GRAB BAR:MINIMUM LENGTH AS INDICATED,MOUNTED 12'MAXIMUM OFF ALL SHOWER CONTROLS SHALL BE LOCATED 38"MINIMUM AND 48'MAXIMUM ABOVE THE 4.28.1 WHERE REQUIRED WHEN REQUIRED,VISUAL ALARMS SHALL BE PROVIDED IN EACH OF THE FOLLOWING AREAS,ASA T"REAR WALL. FLOOR MINIMUM:RESTROOMS AND ANY OTHER GENERAL USAGE AREAS(E.G.,MEETING ROOMS),HALLWAYS, J REAR WALL GRAB BAR:MINIMUM LENGTH 36",17 MINIMUM EACH SIDE OF WATER FAUCETS AND SHOWER CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL GT LOBBIES,AND ANY OTHER AREA FOR COMMON USE, CLOSET CENTERLINE. MOIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THEORIST. 4.28.2 AUDIBLE ALARMS IF PROVIDED,AUDIBLE ALARMS SHALL PRODUCE A SOUND THAT EXCEEDSTHE PREVAILING EQUIVALENT CONVENIENCE OUTLETS REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REACH DEPTH MAXIMUM HEIGHT REFER TO ELEMENT 12.8:GRAB BARS FOR SIZE AND STRUCTURAL REQUIREMENTS. THEFORCE REQUIRED TO ACTIVATE CONTROLS SHALL BEG GREATER THAN 5 LBF. SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST I5 DBA OR EXCEEDS ANY MAXIMUM SOUND LEVEL DETAIL 16.3 DATA,TEL.,ETC. 4216 SHOWERUNIT ASHOWERSPRAYUNITWUH A HOSEATLWT601 LONG THAN CARRE USEDBOTH ASA FIXED WITH A DURATION OF 60 SECOND BY 5 DRA WHICHEVER IS LOUDER. ELEMENT URINALS SHOWER AND ASAHAND EDSHOWERSHALLBEPROVIDED. SOUND LEVELS FOR ALARM SIGNALS SHALL NOT EXCEED 12DDBA IN INCHES IN INCHES WINCHES INIGHES IN INCHES IN INCHES D 428.3 VISUALALARMS VISUAL ALARM SIGNAL APPLIANCES SHALL BE INTEGRATED INTO THE BUILDING DR FACILITY ALARM SYSTEM.EXCEPTION:IN UNMONITORED FACILITIES WHERE VANDALISM IS A CONSIDERATION,A FIXED IF SINGLE STATION AUDIBLEAURAS ARE PROVIDED THEN SINGLE STATION VISUAL ALARM SIGNALS SHALL BE ELEMENT 17:PUBLIC TELEPHONESE SHOWER HEAD MOUNTED AT 48'ABOVE THE SHOWER FLOOR MAY BE USED IN LIEU OF THE 100R LE55 54 15 51 20 48124.182 HEIGHT PROVIDED. E HANDHELD SHOWER HEAD. VISUAL ALARM APPLIANCES SHALL HAVE THE FOLLOWING FEATURES: 4.13(17((A)WHEREAPPLICABLE IF PUBLIC PAY TELEPHONES,PUBLIC CLOSED CIRCUIT TELEPHONES,OR OTHER PUBLIC 11 5310 16 50112 21 4TIQ LuIR ESHALL BESTALL-TYPE OR WALL HUNG WITH AN ELONGATED RIM AT I7'MAXIMUM ABOVE THE FLOOR. 421.7 CURBS IF PROVIDED,CURBS ON TRANSFER SHOWERS SHALL BE NO HIGHER THAN I2'. 1.THE LAMP SHALL BE A XENON STROBE TYPE OR EQUIVALENT. TELEPHONES ARE PROVIDED,THEN THEY SHALL COMPLY WITH THIS SECTION IN THE QUANTITIES 4.1. LFAR FLOOR SPACE ROLL-IN SHOWERS SHALL NOT HAVE CURBS, A CLEAR SPACE 3T WIDE BY 46'DEEP MINIMUM SHALL BE PROVIDED IN FRONT OF URINAL 2.THE COLOR SHALL BE CLEAR OR NOMINAL WHITE(LE.,UNFILTERED OR CLEAR FILTERED WHITE LIGHT). INDICATED BELOW: 70 ALLOW A FORWARD APPROACH. 4,21.8 SHOWER ENCLOSURES IF PROVIDED,ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT 3.THE MAXIMUM PULSE DURATION SHALL BE TO-TENTHS OF ONE SECOND WITH A MAXIMUM 1.IF ONE OR MORE SINGLE UNIT OFA TYPE OF PUBLIC TELEPHONE IS PROVIDED ON A 12 53 17 50 22 47 THIS SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE, TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. DIRTY CYCLE OF 40%.(THE PULSE DURATION IS DEFINED AS THE TIME INTERVAL BETWEEN INITIAL FLOOR,THEN AT LEAST ONE OF THOSE PHONES SHALL COMPLY WITH THIS SECTION. URINAL SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF THE URINAL RIM MAY BE AND FINAL POINTS OF 10%OF MAXIMUM SIGNAL.) 2.IF ONE BANK(DEFINED AS TWO OR MORE ADJACENT PUBLIC TELEPHONES,OFTEN 13 521R 18 491Y2 23 46112 - PROVIDED WITH 29'CLEARANCE BETWEEN THEM. 4.THE INTENSITY SHALL BEA MINIMUM OF 75 CANDELA. INSTALLED 5.THE FLASH RATE SHALL BE A MINIMUM OF I HZ AND A MAXIMUM OF 3 HZ AS UNIT)OF A TYPE OF TELEPHONE IS PROVIDED ONAFLOOR,THEN AT LEAST ONE OF 14 5112 19 49 24 46 CONTROLS OLSSHALL BE 4LS BACK 6.THE APPLIANCE SHALL BE PLACED 801 ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6' THE TELEPHONES AT THE BANK SHALL COMPLY WITH THIS SECTION. CCONTRO SHALLBEE HMAXIMUMABOVETHEFINISHED FLOOR. BELOW THE CEILING,WHICHEVER IS LOWER. 3.IF TWO OR MORE RANKS OF A TYPE OF PUBLIC TELEPHONE ARE PROVIDED ON A FLOOR, NOTE:ABOVE DOES NOT APPLY TO DRIVEUP MACHINES. CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. 7.IN GENERAL,NO MACE IN ANY ROOM OR SPACE SHALL BE MORE THAN 57 FROM THE SIGNAL THEN AT LEAST ONE TELEPHONE PER BANK SHALL COMPLY WITH THIS SECTION.THE CONTROLS SHALL IN OPERABLE WITH ONE HANDANDSHML NOT REWIRE TIGHT GRASPING, MEASURED IN A HORIZONTAL PLANE PINCHING,OR TWISTING OF THEORIST. ( ). ACCESSIBLE UNIT MAYBE INSTALLED AS A SINGLE UNIT IN PROXIMITY(EITHER THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. N IN URGE IN AND SPACES EXCEEDING 100'ACROSS,WITHOUT OBSTRUCTIONS S VISIBLE OR WITH SIGNAGE)TO THE BANK.AT LEAST ONE PUBLIC TELEPHONE PER FLOOR ELEMENT 20:DRESSING AND FITTING ROOMS ABOVE THE FINISH FLOOR SUCH AS AUDITORIUMS,DEVICES MAY BE PLACED AROUND THE SHALL MEET THE REQUIREMENTS FOR A FORWARD REACH TELEPHONE. D 4WIAIN \ i PERIMETER,SPACED A MAXIMUM 1W APART,IN LIEU OF SUSPENDING APPLIANCES FROM THE 4.1.3(21)WHEREREQUIRED WHERE DRESSING AND FITTIG ROOMS ARE PROVIDED FOR USE BY THE GENERAL PUBLIC, EO ARC ,5y CEILING. EXCEPTION:FOR EXTERIOR INSTALLATIONS ONLY,IF DIAL TONE FIRST SERVICE IS AVAILABLE PATENTS,CUSTOMERS OR EMPLOYEES5%,BUT AT LEAST ONE,OF THE DRESSING ROOMS FOR DaIG�9 H7T�, A-, B.NO PLACE IN COMMON CORRIDORS OR HALLWAYS SHALL BE MORE THAN 5V FROM THE SIGNAL THEN A SIDE REACH TELEPHONE MAY BE INSTALLED INSTEAD OF THE REQUIRED FORWARD REACH EACH TYPEOF USE INEACH CLUSTER OF DRESSING ROOMS SHALL BE ACCESSIBLE AND SHALL _ K?IRISWPHEHK O� ' A a 4,28.4 AUXILIARYAURMS UNITS AND SLEEPING ACCOMMODATIONS SHALL HAVE AVISUAL ALARM CONNECTED M THE BUILDING TELEPHONE(I.E.,ONE TELEPHONE IN PROXIMITY TO EACH BANK SHALL COMPLY WITH THIS COMPLY WTIH THIS SECTION. = OOERSCHLAG • -I -I EMERGENCY ALARM SYSTEM OR SHALL HAVE A STANDARD IIPVOLT ELECTRICAL RECEPTACLE INTO WHICH SECTION). (EXAMPLES OF TYPES OF DRESSING ROOMS ARE THOSE SERVING DIFFERENT GENDERS OR ? _ CLEAR FLOOR SPACE SUCH AN ALARM CAN BE CONNECTED AND A MEANS BY WHICH A SIGNAL FROM THE BUILDING ADDITIONAL PUBLIC TELEPHONES MAY BE INSTALLED AT ANY HEIGHT, DISTINCT AND DIFFERENT FUNCTIONS AS IN DIFFERENT TREATMENT OR EXAMINATION FACILITIES.) 1'-Y I EMERGENCY ALARM CAN TRIGGER SUCH AN AUXILIARY ALARM. UNLESS OTHERWISE SPECIFIED,ACCESSIBLE TELEPHONES MAY BE EITHER FORWARD OR SIDE REACH. W ALTERATIONS WHERE TECHNICAL INFEASIBILITY CAN BE DEMONSTRATED,ONE DRESSING ROOM "�I 48' WHEN VISUAL SIGNALS ARE IN PUCE,THE SIGNAL SHALL BE VISIBLE IN ALL AREAS OF THE UNIT OR ROOM. 4.1.3;1n(B)WHEREAPPLICABLE ALL TELEPHONE REQUIRED TO BE ACCESSIBLE SHAL BE EQUIPPED WITH A VOLUME CONTROL. FOR EACH SEX ON EACH LEVEL SHALL BE MADE ACCESSIBLE.WHERE ONLY UNISEX DRESSING It "ffT. P� INSTRUCTIONS FOR USE OF THE AUXILIARY ALARM OR RECEPTACLE SHALL BE PROVIDED. IN ADDITON,25%,BUT NEVER LESS THAN ONE,OF ALL OTHER PUBLIC TELEPHONES ROOMS ARE PROVIDED,ACCESSIBLE UNISEX DRESSING ROOMS MAY BE USED TO FULFILL THIS R`O PO DETAll12.3.1 DETAIL 123.2 L PROVIDEDSHALL BE EQUIPPED WITH A VOLUME CONTROL AND SHALL BE DISPERSED AMONG ALL REQUIREMENT. ?4ELEMENT12.4:LAVATORIES&MIRRORS TYPES OF TELEPHONES,INCLUDING CLOSED CIRCUIT TELEPHONES,THROUGHOTTHE BUILDING OR 4.2.3 CLEARFLOORSPACE A CLEAR FLOOR SPACE ALLOVVIGA PERSON INA WHEELCHAIR TO MAKE A180°TURN SHALL BE SHOWER STALL FACILITY. PROVIDED IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A SWINGING OR SLIDING SIGNAGE DISPLAYIG THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SHALL BE 4.19.2 HEIGHT AND CLEARANCE DOOR.(EITHER A EO"CLEAR DIAMETER SPACE,OR A TSHAPED SPACE,60'SOURRE,WITH PROVIDED AT EACH TELEPHONE EQUIPPED WITH AVOLUME CONTROL. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34' = „� 36"WIDE LEGS,IS ACCEPTABLE.) ABOVE THE FINISH FLOOR. L„ '2$ ' a 4.1.3(17)(C)TEXTTELEPHONES: NO DOOR SHALL SWING INTO ANY PART OF THE TURNING SPACE. REVISIONS C LAVAMRIESSHALL EXTEND 1`MINIMUM FROM THE WALL. � m WHERE REQUIREDN.IF A TOTAL NUMBER OF 4 OR MORE PUBLIC PAY TELEPHONES(INCLUDING BOTH INTERIOR TURNING SPACE SHALL NOT BE REWIRED INA PRIVATE DRESSING ROOM ENTERED THROUGH CLEARANCEOU29"MINIMUM SHALL BE PROVIf1EU FROM FINISH FLOOR TO BOTTOM OF f ,., AND EXTERIOR PHONES)IS PROVIDED AT A SITE,AND AT LEAST ONE IS IN AN INTERIOR CURTAINED OPENING AT LEASE 32'WIDE IF CLEAR ROORSPACE FORAWHEELCHAIRIS C LOCATION,THEN AT LEAST ONE INTERIOR PUBLIC 7IXTTELEPHONE SHALL BE PROVIDED. APRON. 111Y 2.IF AN 18ifERIOR PUBLIC PAY TELEPHONE IS PROVIDED INASTADIUM OR ARENA,INA PROVIDED WITHIN THEDMSSING ROOM. ❑ KNEE CLEARANCE OF 2T MINIMUM SHALL EXTEND III MINIMUM UNDER THE EDGE OF CONVENTION CENTER,IN AHOTEL WITH ACONVENTON CENTER,OR INA COVERED REAL, 4353 DOORS ALL DOORS TO ACCESSIBLE DRESSING ROOMS SHALL BE ACCESSIBLE.(REFER TO ELEMENT IO:DOORS.) THELAVATORY. TOE CLEARANCE OF T MINIMUM SHALL BE PROVIDED FOR THE FULL DEPTH OF THE LAVATORY. t6'MAX CONTROL AREA AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IN THE FACILITY. El 3.IF A PUBLIC TELEPHONE IS LOCATED IN OR ADJACENT TO A HOSPITAL EMERGENCY ROOM, 4.35.4 BENCH RYIBLE DRESSING ROOM SHALL HAVEA2t"BY 48"BENCH FIXED TO THE Well 4.193 CLEARFLOORSPACE A CLEAR FLOOR SPACE 30'BY4TSHALLBE PROVIDED IN FRONT OFA LAVATORY MALLOW SHOWER SEAT DETAIL HOSPITAL RECOVER ROOM,OR HOSPITAL WAITING ROOM,ONE PUBLIC TEXT TELEPHONE ALONG THE LARGER DIMENSION. k Q FORWARDAPPROACH, THE BENCH SHALL BE MOUNTED 17'M 19'ABOVE THE FINISH FLOOR. THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A BUILDING CONSISTS OF 3 OR MORE PUBLIC PAY CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH MALLOW A PERSON USING A MAXIMUM OF IT UNDERNEATH THE LAVATORY. TELEPHONES,AT LEAST ONE PUBLIC PAY TELEPHONE IN EACH SUCH BANK SHALL BE EQUIPPED WI-H A A WHEELCHAIR TOMA E A PARALLEL TRANSFER ONTO THE BENCH. 4.19.4 EXPOSED PIPES AND SURFACES HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE SHELF AND OUTLET TO ACCOMMODATE A PORTABLE TEXT TELEPHONE AS DESCRIBED BELOW. THE STRUCTURAL STRENGTH OF THE BENCH SHALL COMPLY WITH ELEMENT 12.9 TUB' SHOWER SEATS CONFIGURED TO PROTECT AGAINST CONTACT. ELEMENT 12.8:GRAB BARS 4.1.6(1)(E)WHEREREQUIRED ALTERATIONSEXISTINGOOUDITONS: WHERE INSTALLED IN CONJUNCTION WITH SHOWERS,SWIMMING POOLS,OR OTHER WET THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED IF: LOCATIONS,WATER SHALL NOT ACCUMULATE UPON THE SURFACE OF THE BENCH AND THE BENCH 427.4 FAUCETS CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 4.26.2 SIZEAWISPACING DIAMETER OR WIDTH OF GRIPPING SURFACE SHALL BE I-114'TO 1-112',OR THE SHAPE SHALL SHALL HAVE ASLIP-RESISTANT SURFACE 1.ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES WITH LESS THAN 4 EXTERIOR OR PINCH RE,OR TWISTING OF THE WRIST. PROVIDE AN EQUIVALENT GRIPPING SURFACE. INTERIOR PUBLIC PAY TELEPHONES WOULD INCREASE THE TOTAL NUMBER TO4OR Ili THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 USE, THE SPACE BETWEEN GRAB BARS AND ADJACENT WALLS SHALL BE I-177. MORE TELEPHONES WITH AT LEAST ONE IN AN INTERIOR LOCATION;OR 4.35.5 MIRROR WHERE MIRRORS ARE PROVIDED IN DRESSING ROOMS OF THE SAME USE,THEN IN AN E3 LEVER-OPERATED,PUSH-TYPE,AND ELECTRONICALLY CONTROLLED MECHANISMS ARE 2.ALTERATIONS TO ONE OR MORE EXTERIOR OR INTERIOR PUBLIC PAY TELEPHONES OCCUR ACCESSBLE DRESSING ROOM,A FULL-LENGTH MIRROR,MEASURING AT LEAST I81WIDE BY B I 4263 STRUCTURAL STRENGTH GRAB BARS MOUNTING DEVICES SHALL MEET REQUIREMENTS: IN AN IXISTING BUILDING OR FACILITY WITFI40R MORE PUBLIC TELEPHONES WITH A7 HIGH,SHALL BE MOUNTED INA POSITION AFFORDINGAVIEWTOAPERSON ONTHE BENCH AS W EXAMPLES SELESOFACGVALVEEDESIGNS. 1.BEADING STRESS INDUCED BY MAXIMUM BENDING MOMENT FROM APPLICATION OF WELL AHALLBE OUNTE ASTAGING POSITION.IF SELFCLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10SECONDS. APPROVED 1 250 LBF SHALL BE LESS THAN ALLOWABLE STRESS FOR MATERIAL USED, LEAST ONE IN AN INTERIOR LOCATION. FOR FERMI ISSUANCE 4196 MIRRORS MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40' 2.SHEAR STRESS INDUCED BY APPLICATION OF 2W LBF SHALL BE LESS THAN 4.31.2 CLEARFLOORSPACE A CLEAR FLOOR OR GROUND SPACE AT LEAST30'BY 48'THAT ALLOWS EITHER A FORWARD OR PARALLEL SCOTT FAZEKAS&ASSOCIATES,INC. 13 �J MAXIMUM ABOVE THE FINISH FLOOR. ALLOWABLE SHEAR STRESS FOR MATERIAL USED.IF CONNECTION BETWEEN GRAB APPROACH BY PERSON USINGAWHEELCHAIR SHALL BE PROVIDED AT TELEPHOUES. L 4Atl MEDICINECABINETS IF MEDICINE CABINETS ARE PROVIDED.AT LEAST ONESHALL BE LOCATED WITH AUSABLE SHELF BAR AND MOUNTING BRACKET B CONSIDERED TO BE FULLY RESTRAINED,TEN DIRECT BASES,ENCLOSURES,AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE DATE AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHO USE WHEELCHAIRS. .y ons have been reviewed for adherence to the PROTOTYPE J NO HIGHER THAN 44"ABOVE THE FLOOR, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 4.3t.3 MOUNTNGHEIGHT THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48'MAXIMUM ABOVE THE FLOOR WHERE A ')Pa codes and ordinance. adherence on is 1 O X 163 W 3,SHEARSTRE55 INDUCED INA FASTENER OR MOUNTING DEVICE FROM APPLICATION OF FORWARD REACH IS REQUIRED,AND W MAXIMUM WHERE A SIDE REACH IS REQUIRED. „h, -arced to issue a building permit pending TMW., 250 LBF SHALLBE LESS THAN ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR IF THE FORWARD REACH IS OVER AN OBSTRUCTION(WITH KNEE SPACE EQUAL TOOT GREATER THAN �,r;;: aed to cable City agencies. Q MOUNTING DEVICELOAD.OR THE SUPPORTING STRUCTURE,WHICHEVER IS THE SMALLER IF DISTANCE)20.25"DEEP THE MAXIMUM HEIGHT SHALL BE44';IF THE OBSTRUCTION IS LESS THAN - _y STORE NUMBER ALLOWABLE LOAD. 20'DEEP,MAXIMUM HEIGHT SHALL BE 48". A.TENSILE FORCE INDUCED IN AFASTENER BYADIRECT TENSION FORCE OF 250 LBF PLUS "e issuance or granting of a permit based to - THE MAXIMUM MOMENT FROM THEAPPLICATON OF 250 LBF SHALL BE LE33 THAN 24'M1W(MIMUM DIEEP.SHALL BE 46'FOR SIDE REACH OVER AN OBSTRUCTION 34'MAXIMUM HIGH AND pr;-,.al of these plans shall not be con trued to WD PROJECT NUMBER aL4r THE ALLOWABLE WITHDRAWAL LOADBENJEENTHEFASTENERPNDTHESUPPORTINGenn`t or aDDrove any violation of the a plicable A H STRUCTURE. 4.4.1 PROTRUDING OBJECTS OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN Zr2T AND BO"ABOVE THE e:::,es rP. urdmance. No permit presumed to glue 9• 5.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FIRINGS. PIROJECTIGNISHED FROM WALLS WI SHALL TH THEIR DE NO MORE THAN DGES A�OR BELOWO OR �E THE FINSHED LOOK MAY autitorty to violate of cancel the provisions of stxh A RAIPD0001 Cedes shyl:bn valid. TMI 8"MAX. . 426.4 ELIMINATING HAZARDS GRAB BARS AND ADJACENT WALL SURFACES SHALL BE FREE OF SHARP OR ABRASIVE SURFACES, PROTRUDE ANY AMOUNT. EDGES SHALL HAVE A RADIUS OF LIB"MINIMUM. FREESTANDING OBJECTS MOUNTED ONGROUND. PROTRUDING POSTS OR PYLONS MAY OVERHANG I2'MAXIMUM FROM 2T �o o� T MIN. DETAIL 11.5.1 RETAIL 125.2 TO W RUDI G OBJVE THE ECTS SHALL NOT ISHED FLOOR REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 1 12 3 "I 4 1 5 6 7 8 9 10 11 12 13 14 15 16 SHELVING LEGEND SHELVING LEGEND KEY LNGTH H sM&SEDEs K FRONT-BASE FROM-ENDPMNEL BACK. TELESCOPING UPRIGHTS 4 OC BASE BACK-ENDPANEL COLOR M KEY U2S320 7 4T 18 8 K FROM-BASE FROM-ENDPANEL BOCK-BASE BACK-ENDPANEL COLOR COMMENTS CONSTRUCTION NOTES 28 66 16 16 35x16 3606x x TELESCOPING UPRIGHTS 4 OC 93Y 20 74 18 18 24 66 16 16 Mx1b 3606z x TELESCOPING UPRIGHTS a OC SW 20 72 16 16 z x 20 66 16 16 3bxlb i6x66x x TELESCOPING UPRIGHTS 4 OC S35 20 72 16 16 z z x 1. TRASH CAN 0 ENTRANCE . 16 78 16 16 80 BOUT ENDCAP W 20 x30 FRAME RA 30 ROUND 30 x84 W 20 z30 FRAME W GONDOLA MID UGHTING BY G.C. 20 72 i6 16 z x z x 2. SMOKERS STATION 0 ENTRANCE SOB 24 78 16 16 4 BOUT DISPLAY W 6O fX1l1T ENDCAP 80 ENDPANEL W 20 x30 FRAIAE 30 x84 W 20 00 FRAME W GONDOLA LTD LIGHTING BY G.C.&8 LOCKING CASE 12 60 i6 16 z x z x 3. All SECURITY GATES SUPPLIED AND INSTALLED BY GATE COMPANY 24 78 16 16 4 BOUT DISPLAY W 60 BOUT ENDCAP 80 ENDPANEL W 20 x3( FRAME 30 z84 W 20 x30 FRAME W GONDOLA MTD LIGHTING BY G.C. 12 60 16 16 x x 4.) FAS SECURTIY PEDESTALS SOB 24 72 16 15 4 BOUT DISPLAY W 60 BOUT ENDCAP 80 ENDPANEL W 20 x30 FRAME RA 30 ROUND 30 x78 W 20 x30 FRAME 1 78 UPRIGHT 0 REAR GONDOLA 4 54 13 13 x z 5. CART CORRAL-2•CHROME RAUNG ON TWO SIDES-2• STORE PLANNING 12 72 16 16 x 30 z78 W 20 x30 FRAME 1 78 UPRIGHT 0 REAR GONDOLA 6 54 13 13 RA 30 ROUND x x x RASPBERRY MCCUE BUMPER ON WALL.RAILS&BUMPER SIO 24 72 16 16 x x x x 42 84 SUPPLIED BY RITE AD&INSTALLED BY G.C. DEPARTMENT 511 IT 72 16 16 x x xT6___ W02 36 GREY 1 DIVIDER ATTACHED TO WALL BETWEEN W01&W02 6.) BOX CORNER-BUILT BY G.C.W/MATERIAL PROVIDED BY 16 72 16 16 x x x 62 ea RITE AD P.O. BOX 3165 z4 84 7.) PASSPORT PHOTO SCREEN SUPPUED BY RITE AD& HARRISBURG, PA 17105 24 72 16 t6 z z INSTALLED BY G.C.0 BOTTOM OF SOFFIT S1524 72 16 16 x x x 707 8 84 BGNU WALL SHELVING .) 24 CQUNTEMOP IN PHOTO TO BE 0 34 A.F.F.SUPPLIED (]1]) 761-2633 24 72 16 16 x z x 3 84 BY RITE AD INSTALLED BY G.C. 24 72 16 16 x x x 6 84 9.) PHOTO SINK-PLUMBING CONNECTIONS PER CRRERW 24 72 16 22 x x z x 518 28 72 22 16 x z z x 15 84 DRAWINGS.DRAIN TAIL PIPE TO BE NO MORE THAN 16 28 72 16 16 x 24 8� 24 GREEDNG CARDS BAD C.FINAL CONNECTIONS TO PHOTO EQUIPMENT BY RITEA.F.F.FINAL CONNECTIONS TO WATER SUPPLY&SINK N SIg STORE # 28 72 16 16 x x x 12 84 1 L MOYtRORED GLASS((2)4'NG USECTIONS)INSTALLED BY SUPPLED& G.C. 6509 N E W 28 72 16 18 Jbxl6 3002x x 20 84 12.)INSTALLED 28 72 16 16 xzxC MAP&PLEA COVER PROVIDED BY RITE AD& RITE AID PHARMACY x 28 72 16 16 z z x x INSTALLED BY G.C. 13.)STAINLESS STEEL ERASURE PIECE APMOUNTEDBETWEEN TO TOP OF MACHADO STREET 24 66 16 1$1212 x x RACKING LEGEND COOLERS/FREEZERS TO CLOSE GAP BETWEEN TOP OF za 66 x z z x LWH-SHLU TOP-SHELF GOOIER$/FREEZERS&BOTTOM OF SOFFT.PROVIDED& LAKE ELSINORE CA MT 24 66 z z z x EQUIPMENT-NUMBER LWR-REAR-(1)BEAM MD-REM-(1)BEAM INST BY G.C. FROM REAR-2 BEAU FROM REAR-2 BEAU FRONF EAR-z BEw DRAWING STATUS MT 24 66 x x 62 AF.F. 92 AF.F. 120 AF.F. 22 A.F.F. 44 A.F.F. �5. ((3))4PHAiMACILICENSE BOARDS ELVES MTD 0 42WALL MOUNTED N LOUNGE 72" CONSTRUCTION MF 12 fi0 76 A.F.F. 94 AF.F. 112 AF.F. 22 AF.F. 44 A.F.F. AF.F.SUPPUED AND INSTAIID BY DECOR COMPANY ❑DESIGN PHASE PHASE 18 60 8 A.F.F. 50A.FF. 16. PHARMACY SECURITY KEY PAD ❑FIELD VERIFIED ❑REVISION OT 20 72 x x x GREETING CARDS ON 18 BD 0 74 H. 78 A.F.F. 120 A.F.F. W 3 x3 GRID CAGE W LOCKABLE DOORS 11. WATER COOLER SUPPUED&INSTALLED BY G.C. 18. DIMENSION LOCATES CENTER LINE OF GONDOLA UPRIGHT. PROJECT TYPE ACTUAL LENGTH OF GONDOLA EQUALS NOMINAL LENGTH PLUS 2• MFREE STANDING ❑ DOWNTOWN 19.)CUSTOM EMP MOUNTING BRACKET SUPPLIED BY SHELVING MANUFACTURE []SHOPPING CENTER❑ MALL M H (G F D B 20.)RECEMNG FIXTURES(NOT ALL ITEMS SHOWN) A)2 STACKS OF PLASTIC PALLETS NEW STORE ❑ GENERAL RESET 16Y-4• 20•W.x 401 x(15•x6*i). B)4 BACKSTOCK CARTS []EXPANSION ❑ MINOR REMODEL sY-n• is'-6• 24^V-Y 41•-r 00 x PALLET x 6611. REMODEL SPEC. PROJECT C)2 MINI PALLET JACKS ❑ ❑ a-r Y u e 94 I xYa 60'4 I r-0 I D 2 STOCK CARTS ❑RELOCATION ❑ Rz REMODEL 22-W.z 401 z 36.5'H. E)REGULAR PALM JACK PROJECT ATTRIBUTES ONE 2 WHEEL'DOLLY' :1-HOUR PHOTO [I LIQUOR LIQUORC 1.0 HAND IP N. is B4 B 24 r-. I 16 S f¢ 3bli.me• .' FIUS2EA D✓FF Fltz 13---- G! — — y\\` DRNE—DHRU G. \ ----- - ------ ---- -------za'6aTI 1 6'(849 , l\ 1 :... ,-�.:... (--2a'(84'9 1 �`N� 6 \ MEB 1 i s �'`:... :.. . W/OECOR �\ LQONOEy P SECURITY LEVEL I 0 14•.n. ❑HIGH []MEDIUM ❑LOW SYNL 24'xIB' \` "'T \ _ "HIGH" SECURITY DESIGNATION BUILDING (8 MUKOLOCKER& L m6 wr e T(16 CDUK� I H r \` WILLREQUIRE SECURITY SHUTTERS 0 . .. ,_;. i 1 FRONT WINDOWSI a +_ 3\ 11 1 M L J 4 �I ' " u,,,„^uu. �a BUILDING AREA SQ. FT. BON(G6E � � e e e e .''�00811Y1[..�,... �/ 11 i \ �I sc 4•-r c-r r-r .•-r r 1•-r .•-r 4'-2" 1•-r s•-,• IL11 EXIST NEW u'-r yp(* WOMEN ii 11 �' SALES FLOOR: PMA( AD I Yi' Y-Y Y-e• Yam' T-Y ,' • Y_r • Y_Y Y-r CC 11 14038 1r� 3 —� ` `+ © i I PHARMACY: 840 T I >✓ J WAITING AREA: 141 Mp r (lJRE IT 1.7 jj;j— LAMES — 0 1e 1 1\ 1 m z z r ® f n ® $ hl� a i6 1 REC/STORAGE: 1268 ELECTRIC ROOM f-7C7 Y4 I II 3 ry 18 18 N I I 1 0 18 16 78 16 16 18 18 i8 16 I 8._1. LOUNGE 143 CONSULTATION RM. 99 CW PHARMACY 4•sue• I' I' h I II I IB I 1 Y-r r- I V4. - 24'-r SPECIAL: —O- - 1 - I ' c_ ---___ ; 1616 1616 2.0 MEZZANINE: Y rr 664 ___ __ _____--- -_ TS RESTROOMS: 213,r-r 4 ] — 2.D O � � I _ 6; 16 / � I �\\ $ SUB TENANT: —Q— irye RITE AID TOTAL: 16742 I r-r 167 e_r 4'-10• 4•-r W- a-0 11 Y r b. �,•, 4r �'F5�u OVERALL TOTAL: 17340 51 I 2•-r I II®I I I I � I6 I I ro� h" ti� , .�,� , +I I I r-r 16 t6 1r-u• Y-u• a-r FIXTURES LIN. FEET SALE SHELVING 1965 Ems$ UNIWEB 24'(667 I j i i ro i i i I I I TOTAL —O— I MERCHANDISING LIN, FT. 12 QUADRANT is —Q— I • VI I •i i i i I I _ ( ' QUADRANT 3: —0— QUADRANT 2: 0- 24'68 I 2:1 --__— JIB II 1\ 19 i 19 10 IB , /A / .� aD wi ��-_------- --------=- -----_-------- ---- �> - I - 3.0 TOTAL: -O- 3.0 i ® "#"� Wg� e - - \�---------- ----------- -------------------$ I DIRECTOR OF CONSTRUCTION -I 18 17�5 CENNT ` is 8 eTe b I I i ± I•Pµ I T. HALBUR r72'.72', ? _ �� - e-(84�� 18 I REG. CONSTRUCTION MANAGER ° "DE it a — ® i 6 9 i 18 sa�R i APPROVED BY REEC M. HOGENBOOM PNlE1 I 1 U T �� — Yd 4'd S 1'�' 1'-1' 1'-6• 1'X 4•-r 4'4 4'-r ate' 4'6' 4'-6' /'-9' 4'A• S'-Y I DRAWN BY: m DATE: 10 1D OS 3.3 = L----J -- I wop LIFE ® ® 1 r4 r-r r-JI Y-r Y4 Yd Ya' I rd Y1 Yd Y-r Y-8' Y-8' YT Yd r-r I DATE: NOVEMCEILINBER ,) 005 HEIGHTS CHECKED BY: JEEY SCALE NOTED u ssw j I SALES FLOOR: 13'-6" S T O R E I COSMETIC OVERHEAD: 15'-6" WAU y I PHARMACY: 6509 N E W M�ZZANIN� PLAN ® § f r ®I REVISIONS m+616 r'I >_ N m 16 18 I ; NO. DATE BY DESCRIPTION EBRUARY R - Y - - "'I Qs 16 2007 DRL UPDATED TO CURRENT CRITERIA STANDARDS T O f f, 7 § I lo BED ® r r N r + r I Q ® �'-0• I © I ® M ®n Q I 22 16 v 16 16 r 16 16 n IB 16 H 16 16 SppC Y IB 1° I 8 I 18 I I Y 18 16 T$ 18 KI 18 1B 18 18 18 18 H IB 16 r I 22 CM ORNA 0LY ® \1 18 13 13 I A w ll ?r ® SMEIY�VDDER 12•(1201 42-B I r '4 I IFAEDt ® ® ® ° >e e -------- 6-(°4)4� _ _ _ _ _ _ _ _ _ 18 - CODER 16 -- ---- I---- --- ---I ------19 B DOOR FREEIDt ILL/IAEDA DIg6 12 I I HILL/ I%ONRZ (01f4.0 A FIXTUf PLAN x- o SCALE I� e-0• 1 r-0• err Ir-r 4• Yam' "CW" DECOR 0 .... """"7"` u �rw 1 23 4 5 6 7 8 !1 10 11 12 13 14 15 16 M MII partners 2652 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949.7 7678 F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL _ wdpartners.com 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 PROGRAM 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 PageI of 152&UNIFORM SIGN PROGRAM N0.2007-01 Page 2 of 15 Page 3 of 15 Page 4 of 15 Atlanta Page t of 15 Boston L 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 L Chicago I Columbus 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. Dallas 1 ' using accepted control techniques.Interim erosion control measures shall submitted. tos Angeles 1 t be provided thirty 30 days after the site's rough grading,as approved b 21. Plan Check shall conform to the submitted plans as modified b Mlaml t P tY O Y g g g PP Y P Y = 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 sacmmento Control)of the Lake Elsinore Municipal Code. through subsequent action. PLANNING 7. The Applicant shall comply with the City's Noise Ordinance. 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 other General Conditions: 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 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 from 1. Tire applicant shall defend (with counsel acceptable to the City), fixtures shall compliment the building architecture and shall be reviewed neighboring property or public streets.Any material covering the roof K indemnify,and hold harmless the City,its Officials,Officers,Employees, 8. 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. K and Agents from any claim,action,or proceeding against the City,its the Community Development Director or Designee. A cash bond of _ 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 light legislative body concerning the commercial project attached hereto. trailers and restoration of the site to an acceptable state,subject to the east 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 Development 2. The applicant shall deliver to the Planning Department a cashier's check 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: amount of$64.00.00 to enable the City to file the Notice of Exemption. 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. void unless building permits are issued within one(1)year following the J 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 by 3. 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 Certificate of Occupancy. activityand a statement that complaints regarding the operation can be P P (l year a building l8. Any alteration " expansion of a project for which there has been a P Y• P g g P 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. a (95I)674-3124, reviewed according to the provisions of Chapter 17.82 in a similar 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 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. Review"approval shall be occupied or used in any manner or receive a used unless modified by the Director of Community Development or 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: H;II Fi 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. _ sign and complete an "Acknowledgement of Conditions," and shall structure which was the subject of this approval. Field Color:Sherwin Williams,"Humble Gold"SW6380 return the executed original to the Community Development Department 20. All site improvements approved with this Tcquesi shall be constructed as for inclusion in the case records. 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 W >�_�/ � Foil Pt.:,m,T ISSUANCE G 0 �COTT FA2EKAS 8 ASSOCIATES,INC. ,t_._.._-.-_DATE__� W aoe o-n reviewed for adherence to the 0 �/ d ordinance. Authorization e O W issue a building permit pending .... a,,Plza-;o city a cenc.as. T n/ e or craning of a permit based on W i LOL r ese plans shad not be construedto LU W ove cry v ola"on of the applicable7 r No permit presumed to give N V L F r cancel the provisions of such F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL r W CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN RE VIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW jJ CONDITIONAL USE PERMIT PROGRAM 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 5 of 1 2&UNIFORM SIGN PROGRAM N0.2007-01 Q Page 5 of 15 Page b 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 r J 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. \� E inch(6")high and six inch(6")wide concrete curb. 35. Prior to issuance of building permits,applicant shall provide assurance E 43. The Design Review approval for Uniform Si Storefront:Anodized Clear Aluminum titer all required fees to the Lake Elsinore Unified School District have g PP 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 incites(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 t 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 enclosures to soften the structures. 38. Prior to issuance of building permits, the applicant shall provide ENGINEERING DEPARTMENT 3l. On-site surface drainage shall not cross sidewalks. g p pp' p D ARC D f Final landscape plans to include planting and irrigation details. assurance that all Multiple Species Habitat Conservation Plan fees have D x'SE yV Prior to Issuance of Building/Grading Permit: been paid. General Requirements: CHRISTCPRERK. WERSCNLAO g. The landscape plan shall provide for ground cover, shrubs, and + ' 39. Prior to issuance of buildin permits,the applicant shall provide evidence 44. A grading plan signed and stamped by a Calif.Registered Civil Engineer 32. A Lot Merger application shall be submitted and approved by the trees and meet all requirements of the City's adopted Landscape g P pP p coos 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 9 Cs have been complied with. flow pattern is substantially modified as determined by the City �OFCp1 tF resistant plantings with combination drip irrigation system to be P 33. Prior issuance Building Permit, the applicant shall meat submit a used to prevent excessive watering. not required,a grading permit shall still be obtained so that a cursory Engineer.If the grading is less than 50 cubic yards and a grading plan is AIAy 83 200) photometric to tric study to the Community Development Department for Uniform Sign Program No 2007-01: u drainage and flow pattern inspection can be conducted before grading review and approval. The study shall show locations of all exterior h. All landscape improvements shall be bonded 100/ for material Ins.be 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 g REVISIONS 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. C .45 Prior to commencement of grading operations,applicant to provide to the C ® PC2 05-24m 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 City with a ma of all r at building entrances. the Landscape Consultant and Community Development Director 41. The two center identification monument signs on each side of the Y p proposed haul routes to be used for movement of MJ 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 Q Lake Elsinore to of the City Engineer. ` 34. Three(3)sets of the Final Landscaping/Irrigation Detail Plan shall be go prior[o issuance of sign permits. ® O/ submitted, reviewed and approved by the City's Landscape Architect i. All landscaping and irrigation shall be installed within affected 46. All grading shall be done under the supervision of a geotechnicat Consultant and the Community Development Director or designee,prior portion of any phase at the time a Certificate of Occupancy is engineer and he shall certify all slopes steeper than 2 to I for stability and 13 to issuance of building permit. A Landscape Plan Check&Inspection requested for any building.Final landscape plan must be consistent proper erosion control. All manufactured slopes greater than 30 ft. in a Fee will be charged prior to final landscape approval. with approved site plan. height shall be contoured. III a j. One twenty-four inch Q in the onsite parking area. g five parking spaces within box size tree shalt be installed for every Ell 47. An Encroachment Permit shall be obtained prior to any work on City B ® LL ® PROTOTYPE 107 X 163 Z STORE NUMBER 0 - r �D PROJECT NUMBER Q PC2 A RAIPD0001 ` A ' Z .. CA01 4) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 _ . .......... - _ ���� uxxx xxxxxx x�.:,_ nuwuex ,wweeeevxxw en �uiwi�nmmu ,__.. I--re ,..0 w u. uue wn uu .;-- �- -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 M M= u, partners 2852 Kelvin Avenue Irvine,CA 92614 949 763 7676 T 949.753.7678 F CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL wdpadne s.com CONDITIONAL USE PERMIT'NO.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006.01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT PROGRAM COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT FROG 6-M COMMERICAL DESIGN REVIEW NO.2006-02&UNIFORM SIGN PROGRAM NO.2007.01 NO.2006-02&UNIFORM SIGN PROGRAM NO.2007-01 Page 9 of 15 &UNIFORM SIGN PROGRAM N0.2007-0] Page 20 of 1 &UNIFORM SIGN PROGRAM NO.2007-0] Page 11 of 15 Page 12 of 15 I Atlanta Page 9 of 15 Page 10 of 15 J Boston management Drive. A signing and striping plan on-site and offsite and street _ Chicago L right-of--way, gement and discharge control. In accordance with state and federal L� 58. In accordance with the City's Franchise Agreement for waste disposal& law,these local storm water ordinances rp ohibit the discharge of waste into improvement plan shall be provided and approved by the City Engineer. Columbus Dallas 48. Arrangements for relocation of utility company facilities(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 Los Angeles 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 property on the southwesterly = Miami 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 Sacramento 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 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,storm drain 74. Provide a traffic study. The study shall be per County guidelines and 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 agreement with the Elsinore Valley Municipal Water District. 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 applicant as part of this project. 50. The applicant shall install permanent bench marks per Riverside County K 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,uniess other timing is K75. The applicant shall submit a WQMP of the project for Ci or shall be collected and conveyed by a method approved by the City indicated, the applicant shall complete the following or have plans pp Q P J ty's review and 51. Provide fire protection facilities as required in writing by Riverside Engineer. submitted and approved,agreements executed and securities posted: approval. County Fire. 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. 76. Submit grading fans with appropriate securi H Hydrology and inclusive:TUMF,MSHCP,TIF,Railroad Canyon Benefit District Fees, Lakeshore Drive shall be improved to meet General Plan street section of g g psecurity, Y gY 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 and area drainage fees. pp p y q the submittal of a Water Quality Management Plan(WQMP)as required 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 the project. such that the ultimate right-of-way width to centerline is 50 feet. ofdrainage. J Therefore,WQMP submittal should be during the initial process of the Machado Street shall be improved to meet General Plan street section of either of these criteria are exceeded,drainage facilities shall be provided. 77. The grading plan shall show that no structures,landscaping,orequipment project. 40 feet from centerline to curb face. g g P 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 t/?x I V 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). the Riverside County NPDES Drainage Area Management Plan. 79. Provide soils, geology and seismic report including street design a improvements will be scheduled and approved. (Required for for 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 on Lakeshore Drive. recommendations. 56. Slopes and landscaping within public right-of--way shall be maintained by H H the property owner or roe 64. Applicant shall provide BMP's that will reduce storm water pollutants 80. An Alquist-Priolo study shall be performed on the site to identify any p p ty property rty owner's association. parking y ( 9 f I P pp P p g from arkin areas and driveway aisles. Re wired or lot o nne acre or 71. The applicant shall install a solar powered schools speed flashing beacons hidden earthquake faults and/or liquefaction zones present on-site. - 57. All open space and slopes except for public parks and schools and flood more) at the approaches to Machado Elementary on Machado Street. control district facilities,outside the public right-of-way shall be owned 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 and maintained by property owner or property owner's association. W CD � L0 N G G 0 W U AP ,P-OVF.D 0 W`OR FERMIT ISSUANCE �COTT FAZEKAS 8 ASSOCIATES,INC. _ 2 L/ v_ DATE W U) O _.s ve i Ppn rev w^d for adherence to th•- W Z t ev and n ord:� Authorization _ rd to ae a-u!d�rg permit pendi; CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL Q J F or grant.rg of a permit based or F J CONDITIONAL USE PERMIT N0.2006-01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT N0.200b01,COMMERICAL DESIGN REVIEW CONDITIONAL USE PERMIT NO.2006-01,COMMERICAL DESIGN REVIEW ��nse plans stall not be construed W 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 p„.� ,,. .r� ove any violation of the applicah- W Page 13 of 15 Page 14 of 15 Page 15 of 15 cco.:,.. e;rance. No penmit presumed to 9". ..,:hc,I. • v: •�;,;x or cancel the provisions of sue: 0 cases sha:.[;o a•..ad. for off-site grading and/or drainage acceptance from the adjacent 88. Pay all fees and meet requirements of an encroachment permit issued by tp Q property owners prior to grading permit issuance. the Engineering Division for construction of off-site public works RIVERSIDE COUNTY FIRE DEPARTMENT r J 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 k 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 County NPDES Drainage Area Management Plan. 89. All compaction reports, grade certifications, monument certifications BUILDING AND SA FETY DEPAR TMENT E (with tie notes delineated on 8 1/2"x I I"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. BMP's that will be implemented for the development including 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. of a Certificate of Occupancy. 92. Water and sewer improvements shall be completed in accordance with p Prior to Issuance of Building Permit Water District requirements. U ARON7iF JG CHRISMPHER K.O� 84. All Public Works requirements shall be complied with as a condition of 93. Proof of acceptance of maintenance responsibility of slopes,open spaces, * x ERsauo development as specified in the Lake Elsinore Municipal Code(LEMC) landscape areas,and drainage facilities shall be provided. "° d, arJ cos Q prior to building permit. `a 94. TUMF fees shall be paid.The TUMF fees shall be the effective rate at oFCPttF 85. Submit a"Will Serve"letter to the City Engineering Division from the the time when the Certificate of Occupancy is obtained. MAY 23 2007 applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water COMMUNITYSERVICES DEPARTMENT 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 REVISIONS C all interior commercial space. C p PC2 05-24-07 86. The applicant shall show that no structures,landscaping,or equipment J are located near the project entrance that minimizes sight distance 96. Developer shall participate in the Public Facility Fee program. standards. 0 \ 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. © O N Check fees(LEMC 16.34). LL 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 13 a Municipal Code. E3 a B B 12 13 UL 13 0 PROTOTYPE V! 107 X 163 Z STORE NUMBER L0 r A L WD PROJECT NUMBER Q PC2 RAIPD0001 A ". Z ��ICA02 ° 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 __ _ - nn � ,.,.xxrw -.^+ ' u'. .......................... s a..n ssr.,, lvs uuu�ng;a ,d v� ,n .v .� �� ,.�:..' ._ -. � ± r ..�-.. :�., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 M M, partners 2852 Kelvin Avenue Irvine,CA 92614 9497537676 T 94917517678 F wdpartners.com Atlanta Boston  Chicago L L Columbus Dallas Los Angeles Miami Sacramento 2 K K'J': Q's MAR-17-2006 FRI 08:30 AM RIV CO FIRE P&E FAX NO. 951 955 4886 P. 02 MAR-17-2006 FRI 08:30 AM RIV CO FIRE P&E FAX NO. 951 955 4888 P. 03 MAR-17-2006 FRI 08:30 AM RIV CO FIRE KE FAX NO. 951 955 4886 P. 04 J 03/17/06 Riverside County LMS Page: 1 p3/17/D6 Riverside County LMS Page: 2 03/17/06 Riverside County LMS Page: 3 05:37 CONDITIONS OF APPROVAL OF APPROVAL D3/275:37 CONDITIONS 05;37 CONDITIONS OF APPROVAL Library Conditions Library conditions Library Conditions Clrynrukeemnnrr Notice of Exemption alaamns wwx"a 130 S.Main S-1 lake Elsmme,CA 92530 _ 10, GENERAL CONDITIONS ^� So. PRIOR TO BLDG PRMT ISSUANCE C-t3`aDQ(p-tl( 90. PRIOR TO BLDG FINAL INSPECTION (909)674-3124 FIRE DEPARTMENT DRAFT (909)471.1419 raa ✓C—-�-C d�-o( BO.FIRE.999 USE-#4-WATER PLANS 90.FIRE.999 USE-#12A-SPRINKLER SYSTEM (cunt.) DRAFT FI 10.BIRE-999 CASE - CITY CASE STATEMENT DRAFT The applicant or developer shall separately submit two installation. Contact fire department for guideline handout F{',�',. copies of the water system plans to the Fire Department for (current monitoring plan check deposit base fee is $192.00) review and approval. calculated veloeitiea shall not exceed Filed With: ❑ Office of Planning and Research 0 County Berk of Riverside County 10 feet per second. Plans shall conform to the fire hydrant 90.FIRE.999 USE-#27-EX7INGUISHERS DRAFT 1400 Tenth Street,Room 121 2724GatewayDrive With respect to the conditions of approval for the types, location and spacing, and the system shall meet the Sacramento,CA 551114 Riverside,CA 92507 referenced project, the Fire Department recommends the fire flow requirements. Plane shall be signed and approved Install portable fire extinguishers with a minimum rating following fire protection measures be provided in by a registered civil engineer and the local water company of 2A-1OBC and signage.Fire Extinguishers located in public accordance with Riverside County Ordinances and/or with the following certification: "I certify that the areas shall be in recessed cabinets mounted 48" (inches) to Project Title: Conditional Use Pemrit No.2006-01,Commercial Design Review 2006-01&Uniform Sign Program No. recognized fire protection standards: design of the water system is in accordance with the center above floor level with maximum 4" Projection from 2007-01 for a Retail Shopping Center. requirements prescribed by the Riverside County Fire the wall. contact Fire Department for proper placement of 10.FIRE.999 USR-#50-BLUE DOT REFLECTOR DRAFT Department." equipment prior to installation. Project Location(Specific); The project is located at the northeast comer of hkeshon'.Drive and Machado Street,Assessor CD P 90. PRIOR TO 13LDG FINAL INSPECTION Parcel Numbs s 379-241-057&058. W Slue retroreflective pavement markers shall be mounted on �) private street, public streets and driveways to indicate Proect Location(City): G of Lake Ehinore Pro location of fire hydrants. Prior to installation, placement FIRE DEPARTMENT 1 ( ty) tY Project Location(County): Riverside County I_ (V G markers moat be approved by the Riverside county Fite G Description of Nature,Purpose,and Beneficiaries of Project The applicant is proposing to develop a 17,272 square foot De 0 Department. 90,FIRE.999 USE-#45-FIRE LANES DRAFT Rite-Aid drug store and a 6,105 square foot retail strip building with an associated Uniform Sign Program on a 2.3 acre vacant Q l O.FIRE.999 USE+-#23-MIN REO FIRE FLOW DRAFT The applicant shall prepare and submit to the Fire site.With the conditions of approval,the proposed project meets all of the minimum requirements of the Lake Elsinore W a oZ hour Department for approval, a site plan designating required M = U Municipal Code(LF.MCf.PRI'Investors.,propertyowner. Minimum required fire flow shall bi: J (�PM for fire lanes with appropriate lane painting and/or signs. 0 duration at 20 PSI residual operating pressure, which must Name of Public Agency Approving PmjecC Gtyof Lake Elsinore O W be available before any combustible materia s placed on 90.FIRE.999 USE-#12A-SPRINKLER SYSTEM DRAFT the job site. Fire flow is eased on type construction per the 2001 CBC and Suilding(s) having a fire Install a complete fire sprinkler system per NFPA 13 1999 NameofPerson/Agency Administrating Project Matthew C.Harris,Senior Planner,City of lake Elsinore W I^vI O sprinkler system. edition (13D and 13R system are not allowed) in all 10.FIR8.999 USE-#31-ON/OFP NOT LOOPED HYD DRAFT buildings requiring a fire flow of 1500 GPM or greater. Exempt Status: r Z sprinkler ayatem(s) with pipe sizes in excess of 4" in W Y diamter will require the project structural engineer to ❑Mntisterial(Section 15073) a LL U) A combination of on-site and off-site super fire hydrant(e) certify (wet signature) the stability of the building = (6"x4"x2 1/2"x2 1/2"), will be located not less than 5 feet F or more than 165 feet from an system for seismic and gravity loads to support the y portion of the building as sprinkler system. All fire sprinkler risers shall be ❑Declared Emergency 15071(a)) F J W measured along approved vehicular travel ways. The required protected from any physical damage. The post indicator = r fire flow shall be available from any adjacent hydrants(s) ❑EmergencyProject(Section 15071(b)md(c)) in the eyetem. valve and fire department connection shall be located to = W the front, within 50 feet of a hydrant, and a minimum of 25 O Categorical Exem tion(state and number Section 15332, doss 32;On-Fill Develop—it R0. PRIOR TO BLDG PRMT ISSUANCE feet from the building(s). A statement that thep (saetype an ); (IY building(e) will be automatically fire sprinkled must be Projects). (� included on the title page of the building plans. + r FIRE DEPARTMENT (current sprinkler plan check deposit base fee is $614.00 Reasons why project is exempt The project is consistent with the applicable general plan policies as well as with J eo.FIRE.999 USE-#17A-BLDG PLAN CHECK per riser) the applicable zoning designation and associated development standards.Additionally,the development occurs S DRAFT within the City of Lake Elsinore on a project site of less than five(5)acres and is substantially surrounded by urban pplieant or developer shall be responsible to install a ,L. uses.Moreover,the site has no habitat for endangered,rare or threatened species and is adequately served by all Building Plan check deposit base fee of $1,056.00, shall be Central Station Monitored Fire Alarm System. Monitoring utilities and services- paid in a check or money order to the Riverside County Fire system shall monitor the fire sprinkler systems) water - Department after plans have been approved by our office. flow, P.I.V.'s and all control valves. Plans must be ContactPerson:Rolfe A Pmiwndanz,Community Developmen Number.t Director Telephone Numb 674.3124 x223 E submitted to the Fire Department for approval prior to E Signed: Tide: CommlmityDevelopment Director Rolfe)A Preaendanz Date: AR D D Cy7T�0 APPROVED .7 CIIRISTOPRER K. A FOR PERMIT ISSUANCE DOERSCRLAG SCOT_ FAZEKAS&ASSOCIATES,:.NC. * No.C-232oe sp REN. DATE ,se W=ns have been reviewed for ar' once to the _ .. -codas and ordinance. A:.,t-:.:rizatiun is = robed to issue a building,a.tdt pending all applicable City agencies. MAY 2 3 2007 emsu„nce or granting of a permit based on 'if tnese plans shall not be construed to pe,:,:I or approve any violation of;-^applicable C ro c dioiate a permit pre-. aed.o give C pC2 05-24-07 cows o,t voleic . cancel the pro Sons 0t such REVISIONS codes she be valid. 0 J Q 0 > O 0 P1/ El Laf� a B LL B O PROTOTYPE (n 107 X 163 Z STORE NUMBER O WD PROJECT NUMBER s pC2 RAIPD0001 Q A (,,,,-CA03 ° 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SYMBOLS . N O ...... ., r. t.. .. REV�a DATE LE EN . --,OWNER CIVIL ENGINEER WG D ... ?..: SHEET NUMBER IM CS COVER SHEET AND INDEX DRAWING LD.NUMBER ® ALTA SURVEY DETAIL TITLE I/1 SITE DETAIL RITE AID C L O� �0� SCALE: 1/4"=1'-0" RITE 1 ®C101 SITE IMPROVEMENT PLAN PC2 05-30-07 'I isC102 GRADING 8 DRAINAGE PLAN PC2 05-30-07 CORPORATION TM ®C704+ ' "- " EROSION CONTROL PLAN DRAWING SCALE partners [a C105 SITE UTILITY PLAN DETAIL REFERENCE . . . . czo,os 1w C3 C106 SITE ILLUMINATION PLAN '2 0 C201 SITE DETAILS \ `DETAIL I.D.NUMBER 0 C202 SITE DETAILS SHEET WHERE SECTION 300 GODDARD WAY 0C203 -._.. - ,.,r SITE DETAIL$ IS LOCATED ..••w,,,-•. 4,,^-..`,,,,. -....�, _�,u:.._ -. 2852 Kelvin Avenue Irvine,CA 92614 f ®C204 � SITE DETAILS PC2 05-30-07 KEYED NOTES . . . . . . . . . . ° ON APPLICABLE SHEET Q�KEYEDNOTEDESIGNATION IRVINE CA 949.753.7676T ®L107` LANbSCAPEPCAN ` "` `'"��" 1 949.753.7678 F ®L102 IRRIGATION PLAN �, �ADDFNDUM 926180 L201 LANDSCAPE DETAILS REVISIONS . . . . ... NUMBER wdpartners.com �x GENERAL NOTES i 949.753.0614 P NOTE .N RA S:THE T URE S ( REVISED AREA CLOUDED 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUN PIPES OR STRUCTURES SHOWN ON THESE ,f PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT 9 49.585.9264 F t CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR HE EXISTENCE OR NON-EXISTENCE +'d Par oars��me OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN HE UMfTS OF HE PROJECT.HE CONTRACTOR IS REWIRED TO TAKE ALL EXISTING SEWER STRUCTURE . . . . XiDUE PRECAUTIONARYMEASURES FOR HE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY URUTYPES)DAMAGED DURING HE PERFORMANCE OF HE WORK SWILL BE REPAIRED OR REPLACED TO HE SATISFACTION OF THE GOVERNING AGENCY BY HE CONTRACTOR,AT HIS EXPENSE. PROPOSED SEWER STRUCTURE . . . Q bra.4mg nq..ring 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBUC WORKS(LATEST EDITION),AND STANDARD DRAWING OF HE COUNTY OF RIVERSIDE.ITIS HE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. PROPOSED SEWER PIPE RUN . . . . O A 1'�p$oA,4�. � �k¢ 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR T0 BEGINNING ANY WORK CALL FOR INSPECTION AT(951)6743124,EXTENSION 247,BETWEEN HE HOURS OF 9:00 AM AND 4:00 PM,MONDAY THROUGH HURSDAY. CODEINFORMATION,: ,;i . A ` :B`ENCHMARK'INFORMATION, 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES � i_"� .*: ,� __.r,. �4griaxxF,<fis �,=T nrn n"°�� DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE ZONING. WORK STOPPAGE. PROPERTY OWNER: RITE AID BENCHMARK; PROPOSED USE: RETAIL(DRUG STORE WITH DRIVE THRU AND SPECIALTY RETAIL) *BM k1 END CHISELED"WON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE 5 IT SHALL BE THE CONSTRUCTION.CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT HE JOB SITE,AT ALL TIMES DURING SITE ACREAGE: INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FELT NORTHEASTERLY ALONG MACHADO STREETAND 21 FEET SOUTHERLY TO THE 6. IT SHALL BE HE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR HE NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR NET LOT AREA: 99,714 SQUARE FEET(2.289 ACRES) MOST WESTERLY BOLT OF TRAFFIC SIGNAL BASE. SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK.HE CONTRACTOR GROSS LOT AREA: 108,064 SQUARE FEET(2.481 ACRES) SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING EXISTINGZONING: COMMERCIAL PARK CITY OF LAKE ELSINORE BM C-95-34 ELEVATION........................................ 1317.32 atlanta boston Chicago Columbus dallas los angeles mlaml Sacramento WORK. ADJACENT ZONING EAST: COMMERCIAL PARK ff 'T 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL ADJACENT ZONING WEST: NEIGHBORHOOD COMMERCIAL i s 1" „#'.,�yt "°` s• a!Grf DEVELOPMENT CONTA`�jTS ') ' $'� � � EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING '9- {1,F !^Y.;..yam,^, h.ADJACENT ZONING NORTH: NEIGHBORHOOD COMMERCIAL CONSTRUCTION. ADJACENT ZONING SOUTH: COMMERCIAL PARK/MOBILE HOME COMMUNITY DEVELOPER/OWNER: ZONING: SURVEYOR: GEOTECHNICAL: e. DDRRAINAGE AciunES,FACILITIES BCE AND LATERALS PRIOR TO PAVNc HE STREETITSECTKKJ�R WATER,TELEPHONE,ELECTRICITY,GAS AND SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH: 24' PENINSULA RE TAIL PARTNER CITY OF LAKE ELSINORE DOI ENGINEERING,INC. SOUTHERN CALIFORNIA GEOTECHNICAL 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE HE EXACT STANDARD PARKING STALL: ex 18' 415 29TH STREET 130 SOUTH MAIN STREET 5100 E.LA PALMA AVENUE,SUITE 117 22885 EAST SAVI RANCH PARKWAY,SUITE E SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. ANAHPARKING SETBACK/BUFFER: 20'FROM DAVID G NEWPORT BEACH,CA 92663 LAKE ELSINORE,CA 92530 M HILLS,CA 92807 ORBA UNDA,CA 92887-4624 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION,THE AVID CHAPIN REGORY MITCHELL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.HE REVISIONS SHALL BE IN THE 0'SIDE MR.GREG LUKOSKY MATT HARRIS 714.779.3828 714.777.0333 FORM OF'AS BUILT PUNS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. U REAR 949.723.9500 951.674.3124 X279 BUILDING SETBACK: 20'FRONT 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS O'SIDE APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF HE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 0'REAR LOADING ZONE REQUIRED: 12'X20 ELECTRIC: TELEPHONE: SATELLITE: NATURAL GAS: 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,HE CONTRA.CTORADEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND PARKING DATA: SOUTHERN CALIFORNIA ELECTRIC VERIZON ADELPHIA CABLEVISION SOUTHERN CALIFORNIA GAS COMPANY REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING HE TOTAL REQUIRED: 26100 MENIFEE RD. ROB FARRELL 4077 W.STETSON AVENUE 1981 W.LUGONIA AVENUE TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. (1)ONE PARKING SPACE PER 250 S.F. ROMOLAND,CA 92585 150 SOUTH JUANITA STREET HEEET.CA 92545 REDLANDS,CA 92374-9796 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT 23,377 S.F.GROSS FLOOR AREA REQUIRES 94 PARKING SPACES OF THE IMPROVEMENT PLANS. DAVE REDDECLISS HEMET,CA 92545 TBD ANTHONY BARROZO IN THE'GENERAL NOTES'SECTION PROVIDED: ify 951.928.8206 951.929.0724 951.852.0020 909.335.7582 KINGSPACES+4ACCESSIBLE PARKING SPACES PER ADAAG=95PARKINGSPACES #}.�Y IC SITE.V NI MAP P TOTAL ON-SITE LANDSCAPE DATA: GREEN AREA WATER: STORM WATER: SANITARY SEWER: FIRE: REQUIRED: 10,081 SQUARE FEET ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT PIERCE A PROPOSED: 14,825 SQUARE FEET 31315 CHANEY STREET 1900 MARKET STREET 31315 CHANEY STREET 2300 MARKET STREET "WED Q' IMPERVIOUS AREA LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 LAKE ELSINORE,CA 92530 RIVERSIDE,GA92502 `-fMII ISSUANCE PROPOSED: 93,239 SQUARE FEET 6Cu i f FAZt'KAS&ASSOCIATES,INC. LANDSCAPE REQUIREMENTS: CHER QUINONES ED LOTZ CHER QUINONES DATE_------- 951.674.3146 x8427 951.955.1268 951.874.3146 x8427 951.955.4777 ... " -"'-'-- LAKE ELSINORE ZONING CODE SECTION 17.66.100-10%OF PARKING AND DRIVEWAY AREA :,..,ns have!een reviewed for adherence to e O PAVEMENT AREA: 1" +f ,�:- ceder and urdma:nce. Aulhonzabo.,iy a , R� ..,,� �,A#s r�"i.. �,e + k `r � :nlad Io issuo a building permit Pend PROPOSED, 75.967 SQUARE FEET(70%OF SITE ACREAGE) Nn.:z �'"#a^.. t:.,{�..�wzi ;a,. i=tL= rr..#A,ky, "xtr r,BU1LDlNGrLOCATION PLANL.g r+oa `.'4� _ appl;cabl Cdy ag:nc!cs. N ='CODE``INFORMi4TION_ y SURFACE PROPOSED: ASPHALT PAVEMENT nlit b ec .- BUILDING DATA: LEGAL DESCRIPTION: 3nce or g ar w ei n p r _ .. - ---- of r s- �lar,o shall not 1 t G aPPItc SMATj.A PARCEL A: ZAIIl380R817A _ _ BUILDINGI(FIRE AID) ---- - "— -- N o- -L or aC`io8nc any 0 peel rMle presumed toe ve GROSS AREA: 17,272 SQUARE FEET(16%OF SITE ACREAGE) PARCEL20F PARCEL MAP 8788,AS SHOWN BY MAP ON FILE IN BOOK 37,PAGE 420E PARCEL - wd s or ortl nance o p MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. Q l• uln',Ty to violate or cancel the provisions o1. r, _._. - -____ L'T SITE BUILDING HEIGKL 25-' __ r ondaa stall be wild. NUMBER OF STORIES: ONE PARCELS: P G PARCEL 3 OF PARCEL MAP 8168,AS SHOWN BY MAP ON FILE IN BOOK 37,PAGE 42 OF PARCEL CUSTOMER AREA: 14,395 SQUARE FEET ° MAPS,RECORDS OF RIVERSIDE COUNTY,CADFORNIA. I $ NON-CUSTOMER AREA: 3,009 SQUARE FEET EASEMENT: TYPE OF CONSTRUCTION: MASONARY AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED '90� OCCUPANCY PER UBC: 'B'OCCUPANCY CALL BEFORE YOU DIG APRIL 5,19331N BOOK 120,PAGE 78,APRIL 5,1933 IN BOOK 120,PAGE 79 AND APRIL 5,1933 IN BUILDING-2 AREA: � Ty4 ! CILIFORNIA UAW REQUIRES EXCAVATORS TO NOTIFY e'9/S BOOK 118,PAGE 321,ALL OF OFFICIAL RECORDS. (IN PUBUC ROW). Rile Aid Pharmacy H GROSS AREA: 6,105 SQUARE FEET(5%OF SITE ACREAGE) Retail �>v E REGIONAL NOTIFICATION CENTER NOT LESS �C BUILDING HEIGHT: 26-0M AN EASEMENT FOR PUBLIC C UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED THAN TWO WORKING DAYS NOR MORE THAN - 4 SEPTEMBER 7,1971 AS INSTRUMENT No,101433 of OFFICIAL RECORDS.(IN PUBLIC ROW). NUMBER OF STORIES: ONE --- - PP FOURTEEN(14)CALENDAR DAYS PRIOR TOS CUSTOMER AREA: TBD _ ..._.i EXCAVATION OQ NON-CUSTOMER AREA: TBD Dig Alert TYPE OF CONSTRUCTION: TYPE V I _ I „ ww.v.digalca.org — 1-800-227-2600 BC; yots OCCUPANCY PER U 'B'OCCUPANCY - TOTAL BUILDINGS AREA: 23,377 SQUARE FEET(21%OF SITE ACREAGE) 7-.92-. -- 1 06.5 1 P- 2. WDID #: DATE ISSUED: 2852 Kelvin Avenue MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. gA S,D4, Irvine,CA 92614 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE "P �oY 949.753.7676T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE �'y1 p 9852 Kelvin F PC1 PLANNING COMMENTS 1 4.30.2007 APN:379-241-057 C V P.1 wdpariners.com APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 q SCALE: BENCH MARK: 16491 LAKESHORE DRIVE(RITE AID) TeFCAUF 16475 LAKESHORE DRIVE RETAIL 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CM-95-24 (RETAIL) FILE No. CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 GRADING PERMIT 2 5.8.2007 CITY OF 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 Q T7 G I z CL,1 Ul ttl 1—' Q u-1 I H I W I '� Icc t gK4y 11 1 x -� I W I ICC * Q pRe°R�egr _LL1 ~I Z PROJECT c = I I LLl T r "rT 1 1 Q 7 EJ� q Ell is o ra tam z to,'- ut 0b a � m Q Q CID 3.1 0I cc I ,3,s7D \6 t o SCALE: t• -30' �4O ` zCL. D_ D, ct, LI, 0 CI � � Q ua Q CID 0 }\ I 13 lL98 WV SIRIPPIN;0 ,��— —— — STRIPPING _ _ _ VICINITY MAP --- - -� --- � - ---� ---� ---a ---ate ---ate ---E - Esc ---&EW ---aEW - Ew a ---�� ---ate -- T OSCALE s Lfo 4HLu�Exl�.s - �. I I I S1FP FS,3,6. �� \ \�' O} soMH a sDM STRIPPING FD.1"It ,318.E —— —— G FD.1'IP; FL H PER 116.,•t` 1. (1,)1 STRIPPING •. cR �} }�FQ EAKESHDRE 133�39 W" ,},�Q DRIVE 1295S2 RNV <�9� BRASSVTAG P.M 8168. SDol SD SD 9 N53'0355 W 596.03 _ _ __ STRIPPING t!' _ 3 ' __ tS_ .� — .� —�yyr ———&�tS STRIPPING �� — zo -� A s. -ism -Fxua a� ��- sk7 SURVEYOR'S NOTES: el . STRIPPINGI� :•'. 0 , w I yG F' 1299.43 R 1 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACHADO STREET BEING NORTH 1 '• ♦1" G f�13j2.00) 1, N l 1f4 0 36*57*00" EAST AS SHOWN ON PARCEL MAP No. 8168 FILED IN BOOK 37 PAGE 42 OF OFFICIAL RECORDS. {Jty -Er WItBr -6NmeI 641@bi 6N41er -Fx N6 t�---Er N6fBf -6tHgBl Er R6fe/ 6rN6tB/ --Ee 4141a• 41d--Er N4fer -\ -Fi'Nkler -— i— f� �' i,• cT+ �,[�' �/� � �o �,h 2 THE PROPERTY DESCRIBED AND SHOWN HEREON CONTAINS 2.48 AC. (108,075 S.F.). FN - HIGH A aG 1 AG 1•S,l�G l�G }�G!a•10�"' l� 1� G \S 6A O 17.26 NG `�,56° - 1• �, '",,}g4 N53-03'55-;, 6.30' ,}},,y\'S `S}1o• .$J 3 ZONE: C-P: COMMERCIAL PARK Z SETBACKS: FRONT YARD: 20 FEET 1 n SIDE YARD: 0 FEET 1 a2 �8959'54' W REAR YARD: 0 FEET R=13.00' W W " BFP HIEGHT: 55 FEET (MAXIMUM) L=20.42' W kS �. .y W W W W } W W W 4 THE PROPERTY DESCRIBED ON THIS SURVEY LIES WITHIN FLOOD ZONES "X"OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS ~ 3i W W s6 `� W STUMP COMMUNITY PANEL No. 0606362053F, BEARING AN EFFECTIVE DATE OF AUGUST 18, 2DO3. .� W LLJy 1 j \�1 1� „ W W $ 1}�aG "` w '\4G 1371.0 TTC cm WNFL 11 < I $ m G' .l w r. W u" `i w ,y ,}��o5g� tt �310.ae EC 5 PARKING INFO: (SEE CITY OF LAKE ELSINORE PARKING REQUIREMENTS CHAPTER 17.66) 0"WILY 0 rk LSD -� I yl 1 ICV CONCRETE Y`1 I N W •Y W 1'iRA$$�•-� W tlj .y W J\11 6 EXISTING USE: VACANT LOT AND FRONTAGE IS FULLY DEVBELOPED. U T tLl CJa I 11 1` g I I •I• W v" GRASS " �• W W �1JJ3 J�jJ .t- i I ` I I W Y W °°' W 3! z CLI �y L IL 7 APN. 379-241-057 AND 058. 12-GV �^ I }'� ,�9 •1, W W �, Z eyry "� ' ITEM NUMBERS SHOWN HEREON CORRESPOND TO FIRST AMERICAN TITILE INSURANCE COMPANY. Z z_ i }'�c Oi I I Iw ' \} J, W W W W W PP`` r�/� 1},t\G `,1 SG t~ CZ1 �1 I _ $ W W ,V J r'1 N j ry966G NO RESPONSIBILITY FOR COMPLETENESS,ACCURACY OR CONTENT OF SAID PRELIMINARY TITLE REPORT IS ASSUMED BY THIS MAP. �LIJL Z '3F0 J' W kS� INDICATES ITEMS WHICH ARE PLOTTED HEREON AND AFFECT SUBJECT PROPERTY z S P Q 1 o I aim$I I I I w PAR r I M 2 PARCL A W p �l PARCEL B <C (� >: &�+ A°W PRELIMINARY TITLE REPORT No. NCS-183948-SA1 DATED NOVEMBER 25, 2005. Z v W Fl GL 1 11.24 TC W Z. m ,q. }\ "` " �• 61 OUTLET 1310.68 EC � Z ttt i NI I W W f\ S \ T{� EXCEPTIONS: to 1 I I 1�jY Y w v- �` Emil �+ 5 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED APRIL 5, 1933 IN BOOK 120, PAGE a 1 ,I, �, W w W W W ,}��o a oa 78,APRIL 5, 1933 IN BOOK 120, PAGE 79 AND APRIL 5, 1933 IN BOOK 118, PAGE 321,ALL OF OFFICIAL RECORDS. - L4 I- Ilk �" `�' W } W �, W N$ \ I ;n -Cl' _M (IN PUBUC ROW). o W G7 w 1 W J I 1 W W W W W v {• 6 AN EASEMENT FOR PUBUC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED SEPTEMBER 7, 1971 AS g g YL 1311. Z' ,� INSTRUMENT N0, 101433 of OFFICIAL RECORDS. G I 1 ., GRASS , W W �• W w (IN PUBUC ROW). Q Nry� oo i W .✓ W qG 13,j 5, 1�' f1 �,11 IIryW gb G lG < Q _ rya i,¢?0 �, \TJ rJ� }�}�G }S�S�S 1 a . IP• dG u' \,G FD.1•IP; F0 1" qn- ♦} `CONCRETE T Q ,aa'o9 TAG; ILLEG LE WOODEN FENCE \}TbGP( 3\1 J ON..4-1; SURVEYOR SURVEYOR CERTIFICATE: N83 Ob�00 DN 1'. �. 4'HIGH `8DryG 1000 C DR T J N53'Oe29"W 196.13 J }•,Aft GRA �. 1312.56 LL' I1 W=12' J AC P T ,Qy�(h - $J YL IASS IGNS ETHIONUNDERSIGNEDLOUNDERSTANDINGR THATELENDERT WILL RRE Y UPON THE ITCERTIFICATIONS ACONTAINED S HEREIN OIN S AND 1G YAK W MAKING AND DISBURSING SAID LOAN, HEREBY CERTIFIES TO LENDER, ITS SUCCESSORS AND ASSIGNS, "FIRST AMERICAN TITLE 1D_ 1`+ LL-, I I I ewe r W W W EIEC TRANS INSURANCE COMPANY, BORROWER AND RITE AID OF CALIFORNIA, INC., ITS SUCCESSORS AND ASSIGNS THAT: Q ra ,el a`,y` w' ' RARrEL 1 }� ¢ '"Jd ''�6 " P LM ��4 v, ;� W W W 1312.57 1. THE SURVEY TO WHICH THIS CERTIFICATE IS ATTACHED, PREPARED BY THE UNDERSIGNED,A PROFESSIONAL REGISTERED `1� ,a.�+1• �y " Y \,� } ( + 'r' v ���G ,V09 I ENGINEER OR REGISTERED LAND SURVEYOR OF DCI ENGINEERING INC.,THE ALTA SURVEY WAS ACTUALLY MADE BY w �" 'ooW INSTRUMENT SURVEY UPON THE GROUND VERSUS PHOTOGRAMMETRY OR OTHER METHODS. J-124 1-'D o -- '1 �n r�p �o 2. THE SURVEY WAS PREPARED IN ACCORDANCE WITH THE DOCUMENT ENTITLED "THRIFTY PAYLES/RITE AID CORPORATION 19.75 FP J �7Jr��I N�n v�j ~ `1' W W ,y ,y + CONCRETE REQUIREMENTS FOR SURVEY TO BE FURNISHED IN CONNECTION WITH MORTGAGE LOANS"AND CONTAINS AND SHOWS ALL 1 a J EXISTBLDG ING COR ry" = f-a�; .f. �, W $ INFORMATION REQUIRED,THEREBY AND CONSTITUTES AN ACCURATE"AS-BUILT" SURVEY OF RITE AID STORE . W G 'JIax J BUILDING � PJ> � � � 3. THE SURVEY AND THE INFORMATION, COURSES,AND DISTANCES SHOWN THEREON, INCLUDING WITHOUT LIMITATION, ALL W 'a COR \ S\k�G '\N G }�`I' SETBACK AND YARD LINES, ARE CORRECT AND THE BOUNDARY DESCRIPTION ON THE SURVEY FORMS A MATHEMATICALLY . ,1G ♦ ` 1312.53 I\S'S'�ryo•'F} /L DRWY _ :;,-+'. $ ODp O' CLOSED FIGURE. ¢°'I 1 �} �G W 23' ''`;.:r.:.r:�,•,•< e><' ryl (1315.00) �lry$ TREE TCLF NG ZQ I I b l3�M1ry� ALM GARAGEI S}�} ,}0��y 4. THE ACTUAL LINES POSSESSIONDESCRIBED ARE ITHE THE S LEGAL DESCRIPTION ON THE SURVEY AND SHOWN ON THE SURVEY,AND THE LINES W U n PALM :r 1,�N53V4'29"W 23.24 6 - .. , Y i w IW11 `}� day COR 2c@� yoa�s ,}\�„6F LLl yc; r 5. THE SIZE, LOCATION, AND TYPE OF BUILDINGS, STRUCTURES AND IMPROVEMENTS ARE AS SHOWN. N �+ _ 6. SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS CONSTITUTE ALL OF THE IMPROVEMENTS ON SAID PREMISES AND ALL �I 1 tiG y`'.rzo EX.BLOCK WALL {T� k� 7- �' 7- L cc WITHIN THE BOUNDARY LINES OF THE PROPERTY. II I},��SF0y1 '0� ~c o= Q 0 r0 Cd 7. THERE ARE NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTIONS OR OTHER RULES AND REGULATIONS WITH REFERENCE 1 ryo•. t T, 1 TO THE LOCATION OF SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS, INCLUDING, WITHOUT LIMITATION, RESTRICTIONS Ga �' �,cc Q 7- f•� Q_ mil• LL7 \�i• RELATED TO HEIGHT, FRONTAGE AREA, YARD SIZE AND SET BACK AREAS. I 4q Q LL1 % Q LL) Za 8. BASED UPON A CAREFUL PHYSICAL INSPECTION OF THE PREMISES,THERE ARE NO EASEMENTS OR RIGHTS OF WAY OVER, 1 " T LLl (� tJ �T C!7 LC, ," � lA C ENCROACHMENTS BY IMPROVEMENTS LOCATED ON ADJACENT PROPERTY ONTO, OR USES AFFECTING, THIS PROPERTY OR EASEMENT AREA EXISTING FOR THE BENEFIT OF LAND ADJACENT TO THIS PROPERTY, EXCEPT SUCH, IF ANY, ARE SHOWN C) tt1 �^ 1ti �` �'/ -a ON THE SURVEY. 1 }tiGo9�JQ cl Q > CILL, AC M < 0 --.) �1 `v, � Q od 9. THERE ARE NO ENCROACHMENTS BY ANY OF THE IMPROVEMENTS LOCATED ON SAID PREMISES ONTO ADJACENT • II I .,}`� PROPERTY OF ONTO EASEMENT AREAS OF OTHERS, EXCEPT SUCH, IF ANY,AS ARE SHOWN ON THE SURVEY. I 10. THE PROPERTY IS SERVICED BY ALL PUBLIC UTILITIES REQUIRED FOR OPERATION OF THE PREMISES.ALL SUCH UTILITIES W Y } } } ENTER THE ADJOINING PREMISES THROUGH ADJOINING PUBUC STREETS OR THE SURVEY SHOWS THE POINT OF ENTRY > Lu 1 1 AND LOCATION OF ANY UTILITIES WHICH PASS THROUGH OR ARE LOCATED ON ADJOINING PRIVATE LAND. ' 1 11. THE PREMISES HAVE DIRECT ACCESS TO MACHADO STREET AND LAKESHORE DRIVE DEDICATED PUBUC WAY AND THERE ARE NO STREETS ABUTTING THE PROPERTY WHICH ARE DESCRIBED IN RECORDED DOCUMENTS,YET NOT PHYSICALLY W Q OPENED. III 12. THE SURVEY SHOWS THE LOCATION AND DIRECTION OF ALL STORM DRAINAGE SYSTEMS FOR THE COLLECTION AND J fA Q �I� I DISPOSAL OF ALL ROOF AND SURFACE DRAINAGE. V/ `0 i 13. ANY DISCHARGE INTO STREAMS, RIVERS OR OTHER CONVEYANCE SYSTEM IS SHOWN ON THE SURVEY. �_ Q 14. THAT CERTAIN PRELIMINARY INSURANCE COMMITMENT DATED NOVEMBER 25, 2005 ISSUED BY FIRST AMERICAN TITLE U COMPANY WAS REVIEWED BY THE UNDERSIGNED AND THE SURVEY REFLECTS ALL OF THE EXCEPTIONS CONTAINED IN Q SOUTHERLY LINE OF TRACT NO. 4343 SCHEDULE B OF THAT COMMITMENT OR, IF ANY SUCH EXCEPTIONS CANNOT BE LOCATED,THE SAME ARE INDICATED IN c Q W THE NOTES APPEARING ON THIS SURVEY ARE BEING UNLOCATABLE. Z W �. u31 FD 1"IP 15. RECORD BEARING,ANGLES OR DISTANCES DO NOT DIFFER FROM MEASURED BEARINGS, ANGLES OR DISTANCES UNLESS LL G CLEARLY INDICATED ON THE SURVEY. J r ca TAG; ILLEGIBLE ; ON 0.7' 16. THE PROPERTY SURVEYED IS TWO SEPARATE AND DISTINCT PARCELS AND REPRESENTS TWO SEPARATE PARCELS FOR J 1 I REAL ESTATE TAX PURPOSES. C W 17. THERE DOES NOT APPEAR TO BE ANY USE OF THE PROPERTY OTHER THAN BY ITS OCCUPANTS. C'^ W In w W U co 18. THERE ARE NO VISIBLE CEMETARIES OR BURYING GROUNDS ON THE PROPERTY. 0 Lu 19. THE PARCEL DESCRIBED HEREON IS MAPPED IN ZONE "X"OF THE FLOOD INSURANCE RATE MAP IDENTIFIED AS O W Q LEGEND: COMMUNITY PANEL No. 0606362053F, BEARING AN EFFECTIVE DATE OF AUGUST 18, 2003. Q ^ O J AC ASPHALT CONCRETE FL FLOWUNE SEC SECTION 20. THE PROPERTY HAS A TOTAL 0 ON SITE PARKING SPACES, OF WHICH 0 ARE RESERVED FOR THE PHYSICALLY O AP ANGLE POINT FP FINISH PAVEMENT SL STREET LIGHT CHALLENGED. y BFP BACK FLOW PREVENTOR GA GUY ANCHOR STY SOUTHERLY BENCH MARK: LEGAL DESCRIPTION: BL BLOCK WALL GB GRADE BREAK SDMH STORM DRAIN MANHOLE 21. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (1) IN ACCORDANCE A LLI BLDG BUILDING GM GAS METER SMH SEWER MANHOLE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ASCM LAND TITLE SURVEY", JOINTLY ESTABLISHED AND FND CHISELED "X"ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE PARCEL A: BW BACK OF WALK GV GAS VALVE SW SOUTH WEST ADOPTED BY ALTA AND ASCM IN 1992,AND INCLUDES ITEMS 2, 3, 6, 7(a), 7(b)(1), 7(0), 8, 9, 10, 11 AND 73 OF INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET CLF CHAIN LINK FENCE HC HANDICAP S&W SPIKE AND WASHER TABLE T THEREOF,AND CERTIFICATION) O THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ASCM AND IN EFFECT ON NORTHEASTERLY ALONG MACHADO STREET AND 21 FEET SOUTHERLY TO THE MOST PARCEL 2 OF PARCEL MAP 8166,AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF J C/L CENTERLINE TNT INTERS10N CONTROL VALVE TC SOUTH OF WESTERLY BOLT OF TRAFFICE SIGNAL BASE. PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE DATE OF THIS CERTIFICATION) OF AN "URBAN" SURVEY. J CONC CONCRETE TNT INTERSECTION TC TOP OF CURB CDR CORNER L&T LEAD AND TAG TE TRASH ENCLOSURE Q - CMP CONCRETE METAL PIPE MB METAL BOX TEL PED TELEPHONE PEDESTAL PARCEL B: DI DRAIN INLET WILY NORTHERLY Ts TRAFFIC SIGNAL CITY OF LAKE ELSINORE BM C-95-34 ELEVATION 1317.32' DRWY DRIVEWAY N O NORTH OF TSPB TRAFFIC SIGNAL PULL BOX PARCEL 3 OF PARCEL MAP 8168,AS SHOWN BY MAP ON FILE IN BOOK 37, PAGE 42 OF DATED: MAY 10, 2007 L LAyp SCALE DATE EP EDGE OF PAVEMENT NG NATURAL GROUND TYP TYPICAL PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DAVID R. C �O y1 VLT VAULT E'LY EASTERLY PLTR PLANTER WILY WESTERLY h �� y EX EXISTING PL PROPERTY LINE P.L.S. 30/ h C G N A 05-1D-07 E O EAST OF PM PARCEL MAP WM WATER METER EX. 9/30/08 4t 9,0 G / WV WATER VALVE 4 r^ DRAWN BY: CHECKED BY: ELEC ELECTRICAL PP POWER POLE W/o WEST OF c No.6761 z p RST DRC D- E11P.9/30/08 FD FOUND PVMT PAVEMENT YL YARD LIGHT # * DRAWING: 0580 FH FIRE HYDRANT �n9�OF G 0� S,EE, 1OF 1 P\AS\r15Rh\M15i1(1 In4"Lle;n \n-rI CINf1PL A,"n 17/14/9nnl 1-1R-17 PM PGT FLOODPLAIN DATA CONSTRUCTION NOTES QUANTITIES PROPERTY LIES WITHIN ZONE W.THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F, O1 CONCRETE SIDEWALK AND CURB.SEE DETAIL C203-07. 595 LF EFFECTIVE DATE AUGUST 18,2003. O ASPHALTIC PAVING.WAG OVER 8'AB.SEE DETAIL C202-05. 75967 SF LEGEND O FORMED CONCRETE CURB.SEE DETAIL C203-os. 717 LF ADA ACCESSIBLE ROUTE: O STAMPED CONCRETE WITH SAWCUT. 1850 SF (SEE KEYED NOTE Y18) J REINFORCED CONCRETE PAVING AND TURN DOWN EDGE.SEE DETAIL C203-08.LIMITS OF PROPOSED CONSTRUCTION d..•„.. O O ACCESS RAMP.SEE DETAIL C203.12. 5 FA EXISTING PROPERTY LINE: O ALKYD-READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE 2052 LF EXISTING CMU BLOCK WALL: --,,,,,.., SPECIFICATIONS FOR COLOR AND LAYOUT.SEE DETAIL C202-01. CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR.SEE UTILITY �. PROPOSED CMU BLOCK WALL: 0 PLAN,SHEET C105. 100 SF PROPOSED PROPERTY LINE: _ _ 0 PYLON FREESTANDING SITE SIGN WITH READER BOARD.ALL SIGNAGE SHALL COMPLY WITH 2 LOCAL REQUIREMENTS.GENERAL CONTRACTOR TO INSTALL SIGN BASE.VERIFY SIZE, EA t4, 4�_ -_- -----_ �_. ._„�.___.-------------- --------_.___, PROPOSED CURB: STYLE,AND LOCATION WITH OWNERS REPRESENTATIVE. 10 TRASH ENCLOSURE.SEE DETAIL C201-04. 2 FA--STAKING NOTES 11 LANDSCAPING OR LAWN AREA.SEE LANDSCAPING PLAN, 14825 SF A.THE BUILDING AND PARKING ARE PARALLEL AND/OR PERPENDICULAR TO N53°3'55W. 12 AREA TO MEET ADA AND LOCALACCESSIBILITY CODES AND REQUIREMENTS.SEE DETAIL z C203-02.SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS.PROVIDE 6 LONG yq� F --.----- B.ALL EXISTING CONDITIONS,TOPOGRAPHY,UTIUMES,EASEMENTS&LEGAL DESCRIPTION ARE YELLOW CONCRETE CURB STOPS AT HANDICAP PARKING SPACES AND OTHER NOTED �`f ® 6 $ $_9 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 {' a THE BLOCK IS PAINTED TRAFFIC -o m COUNTY,CA DATED 1 y13fZ005. J,J O N 53 '55 W 408.31 AS PRE_ PARED BY. DCl ENGINEERING A AVENUE, SUITE 117 SITE ENTRANCE SIGN.SEE DETAIL C203-01. 2 EA LS f,'•"-"„,,,,"",,,"„,,, „""," - .. ---- -,,,,-----"- -a- - - - --- --- -------- 71N4 779.3828 DRIVE THRU DIRECTIONAL SIGN. 2 EA �•✓ A AVENUE,S 13 - '-.. C 14 5 TRELLIS SETBACK_ - 0 cl 17 -W- 1 REMOVE EXISTING BLOCK WALV WOOD FENCE!CHAIN LINK FENCE AND CONSTRUCT&CMU 17 SPACES Q 9=153.00' ^`' - 5 SPAC Q 9=45.00 - $ 1 SP ESQ 9=99.00' Ak C.NOTIFY OWNER OF ANY DISCREPANCIES FOUND. 15 SCREEN WALL.SEE DETAIL C20Y-08.SEE SHEET C102 FOR TOP AND BOTTOM ELEVATIONS. 743 LF gp ;• 1 _ _ _, _ -,.,, ' .,..-- -` ✓ �17 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 EA ULn T R 183 7 S 16 E.ALL DIMENSIONS ARE TO FACE OF CURB AND BUILDING FOUNDATION WALL UNLESS STOP SIGN AND STOP BAR PER CITY OF LAKE ELSINORE AND CALIFORNIA MUTCO STANDARD OTHERWISE NOTED. DRA.WING.SEE DETAIL C203-01. 2EA EDI 123 4 18 18 3'-O'MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. i 1 30 6.51' $ �,- �J 0.12, 4,Ory 8.00'� F.ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS INFORMATION OBTAINED FROM SOILS [I..D R. " 1 2.50' ' 2 -i_�•I•- 8.Od 9 2 CROSS SLOPE IS NOT TO EXCEED 2.00%.SEE GRADING PLAN FOR SPOT GRADE 3 g,00 $ REPORT DATED 11/10/2008. p7 35 ACESQ I ELEVATIONS. c AS PREPARED BY: SOUTHERN CALIFORNIA GEOTECHNICAL 25.5d 23 14 SPACES Q 9=126.00 .00' .00' .00' .00 91 27.00' `� 240 .I 1 11»,TL'_ 1q I 22685 EAST SAW RANCH PARKWAY,SURE E 1 B BROOM FINISHED CONCRETE WITH TOOLED EDGES.SEE DETAIL C203-02: SF '1 m 16 ,mew a 22 3q YORB4 LINDA,CA 92887-4fi24 w F vCD 7 30 2 7 7 18o TYP 27 6 $ OF 11 1 3 5 714.777.0333 2U NOT USED. W NOTE P, 16 OF 4 1g e e u 1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH O TRAVEL SHOWN.RAMPS SHALL 21 DUMPSTER PAD.SEE DETAIL C201-07. 676 SF ,L1C. .. is oa [ 1 { F 10 p fi 8 { NOT EXCEED 8.33%SLOPE.(INSPECTOR TO VERIFY) 22 CONCRETE WHEEL STOP.SEE DETAILC200.10. 9 EA r 1 7g 2. THE ENTRANCE DOORS,STAIRWAYS,AND ELEVATIONS LEADING TO THIS PROPOSED .:{ 13 S AC Q 7=117.00 0.0 t✓3` 10 AREA OF REMODEL COMPLY WITH THE HANICAP ACCESS REQUIREMENTS.INSPECTOR P3 PAINTED TRAFFIC ARROW AND/OR PAINTED ARROW WITH LEGEND.SEE DETAIL C203.12 51 TO VERIFY. 3 23 2 23 •;� 8 AND DETAIL C203-08. I. 1 2 r :•,'.- $ 39 i4 31 O �• ,• ,� 4 25 $ 3 12 39 2 6 4 24 LOADING ZONE AREA. 277 SF A 3 37 �, 25 ASPHALT-CONCRETE TRANSITION.SEE DETAIL C202-10. i Rite Aid Pha acy �12 25.5122.15' 18.00' 18.00' 1 W.00 n,z7z GROSS .FT. 24.50' 2fi CONCRETE PAD FOR EUSERC PANEL. 15 SF �1V 6.00' 7.50' ; 5.00' 5.00 1� $ BLDG-2 10T-0'X 1a2-/' IOR I I 27 FRONT ENTRANCE.SEE DETAIL C203-02. IETAIL6.105 STRI 18 6,105 S.F. ,: °6 22 $ $ 18 SITE AREA lOa, SOFT. 25 flE6U 9X78'PARKI GSPACES r.l: 16 II II 3 2 III 15 PL 28 'NO LEFT TURN'SIGN.SEE DETAIL C203-01. 2 EA - 1-111 -D PARKA SPACE , 2 ib A ILL. 6 FEET CMU -W 105I"150)- KIN.SP ES REQUIRED (9J (� 68 REGULAR OX18 P1 RKJNG SPACES BLOCKWALL 29 CONCRETE BOLLARD,SEE DETAIL C201-05. 4 EA I44I 7 to 3 HANDICAPPED PAR QNG SPACES .•1 1 9 `o/' w k:35 69 PARKI NG O PROPOSED 30 FORMED 6 ACES REQUIRED 1.50,� 23 tix 17,272250) � 6"CONCRETE CURB AND 18" C203-13 788 GUTTER.SEE DETAIL . LF RITE AID 12,79' 24.W S.00 `g' 23 BUILDING CONTRACTOR TO PROVIDE EXPANSION JOINT AT DOORS AND ALL LOCATIONS WHERE 2 �, 11 2 31 CONCRETE IS SHOWN ADJACENT TO THE BUILDING.SEE ARCHITECTURAL PLANS FOR : 1 T TRELLIS SETBACK "� g 1 °, 39 �+ JOINT DETAIL. 14 . Q• 7 4 31 32 RAISED MEDIAN ACCESS CONTROL DEVICE(PORKCHOP)PER COUNTY OF RIVERSIDE 2 EA -,.c:W . STANDARD 207A. -. S 53°3'O'E-196.75 3 1 30 6.5"AC LANDSCAPE CONCRETE ASPHALT PAVEMENT 0PAVEMENT SHALL BE FLUSH WITH WALK IN HANDICAP PARKING AREA. I LOADING ZONE DRIVE AISLE CURB AND 6 5"AC OVER B'AS GUTTER 24 p OCONCRETE V-GUTTER.SEE DETAL C202-13. 177 I LF -- i 0 naiu I 18 ' PROPOSED TREWS.SEE SHEET C204 FOR DETAILS. 2 EA gyLApce ll. A I A CROSS SECTION A-A 35 DECORATIVE WALL SECTION. 2 EA l> e I-, 15 14 It 0,e SCALE.V=10" 38 W I 39 2 26 I I 3A92 37 TAPER W CONCRETE CURB FROM TYPICAL CURB DETAIL TO MEET AND MATCH 6 3 I A On sweets,driveNv M etc.,wbem mate em instilled;eurbs shall be painted CONFIGURATION AND ELEVATION OF EXISTING ADJOINING CURB OR PAVEMENT. red md every Feet them"It he spelling our-NO 7 - 1 PARKING-FUZE LANE-CVC 22300.11""All ll mers a,d nurnbers ehnll be O SEE OFFSITE IMPROVEMENT PLAN. n TYP, 1 OF 4 a minimuw of 3 ind-(Sa Figure I) 5 1 O FIRE LANE.STRIPING PER COUNTY OF RIVERSIDE FIRE DEPARTMENT.SEE DETAILA TO THE 39 LEFT. 11 • IBTTBRINGTO BE ON TOL'OF CURB. TI ..DrS i i MIT I: U7 E FAZEKAS&ASSOCIA-ES,INC. I ti J/ N53°e429wv-.;-;_.22324 ,..._. / DATE_.. CALL BEFORE YOU DIG I �_;,,, "._..•^_ '� A - "NO PARKING FM LANE-CVC22500.1" / - -- -� CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY rt E ^en revlrwt;d lOr adhc rr cc to the 6 pre�, c cod t and Ordinance Authorization is THE REGIONAL NOTIFICATION CENTER NOT LESS , anted to issue a building permit pendingTHAN TWO(2)WORKING DAYS NOR MORE THAN .:..:,,..:�„,,,� _-._-.N53°0528'W:::."`""", i Y5'"""`""' • yZn 0 5 ,� vai ny all applicable City agencies. FOURTEEN(14)CALENDAR DAYS PRIOR TO FAI ` v gtiu 2 g'1 STREET OR ERNS to issuance or granting of a permit based on EXCAVATION 1 1 ,bq9' (WIDTH MAY VARY) oval oI these planyys shall not be construed to Dig Alert codrst orr ord ntancean No Ipermit p esumed jhcgble authority to violate or cancel the provisions of such �+ _.digeleR.org --- (TOP OF CURB) codes shall be valid. 1-800-227-2600 City Of Lake Elsinore FIRE LANE STRIPING- DETAIL A plennnng Division Apprevld -"'-- 0 10 20 30 60 .App.,.d By: y _ 0 SCALE: 1"=30.00' ryas MARK REVISIONS APPR. DATE THESE PLAN WITH S HAVE BEEN REVIEWED FOR COMPLIANCE THE PREPARED BY: WD PARTNERS, INC. c 2vCvin Avenue o SA Yp'L'9 Irvine,ine,CA 92814 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 4� Qo�F 949.753.7676T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE N 5 i /Jd 949.753.7678E PC1 PLANNING COMMENTS 1 4.30.2007 APN:379-241-057 1 wtl artneis.com APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 'qT c1v11. as' SCALE: BENCHMARK: 16491 LAKESHORE DRIVE (RITE AID) C 101 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RICE No. 56915 DATE ZIKAR SARYEDDEAN DATE FOFCAL-1 1"__30r 16475 LAKESHORE DRIVE RETAIL GRADING PERMIT 2 5.8.2007 CITY ENGINEER CM ELEVATION (RETAIL) FILE No. R.C.E. N0. 65838, EXP. 12/13/07 ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 50'-0'MINIMUM NOTES GRAD F HEIGHT ASTENED TOFABRIC POST 0"11NT BEAVER DAM FOR VELCRFLAP CLOSURFOLDS EROSION CONTROL NOTES 3kz'DIAMETER COARSE ROCK -�L FLAP FOLDS OVER TO W 4'-0' A.STONE SIZE-USE#2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT GRADE FASTENED TO M T H D CURB INLETS o00 FILTER CLOTH ENCASING o WIRE TYPICAL OF EACH METHOD ENCLOSE GRATE ENTIRE STABILIZED ROCK i N B.LENGTH-AS REQUIRED,BUT NOT LESS THAN 50 FEET CURBAND LIFTING STRAPS ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ENTRANCE SIDES AND BOTTO 5:1 ADJACENT B'MIN DEPTH OF FABRIC BELOW GRADE GUTTER INLET ALLOW��, o�� GRADING ORDINANCE NO.882 AND STANDARDS OUTLINED WITHIN THIS DESIGN MANUAL.NO ACCES 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 a EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION CONTROL PLAN /,. o-�,%,/o-• w v/v/w//\/,,, %`%/„/w%/\�\•,, 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 v w MOUNTABLE WHERE INGRESS OR EGRESS OCCURS 48'MIN.FENCE POSTS.DRIVEN MINIMUM 24" / 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 ADJOINING SECTION E. FILTER CLOTH-PLACE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE COMPACTING LACKFILL IF TRENCHING METHOD SLICING d 5 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 WHEN SUCING METHOD IS USED. FOR SAFETY AND CURB APPEAL GRATE SUCH GRADING OPERATIONS. �., ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL, '¢w 9 "DESIGN CONFORMS TO MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED TRENCHING METHOD:FABRIC MATERIAL TO BE sa CATCH BASIN VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE q ALL SHAPES OF CONCRETE CURBS / / /v �m •d e PLACED IN CKF TRENCH D COMPACTING SHAPED DOGLEG FLOW N'� DANDY BAG BASINS OR OTHER TEMPORARY DY SEASON ON ANY SITES ICH RAINAGE OR CONTROL MEASURES.NOT ADEQUATELY CTED WITH DESILTING ,.e•;ae•••' G.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED INACONDITION WHICH WILL BEFORE BACKFILUNGAND COMPACTING THE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY NOTES FOR CATCH BASINS •d>;,ye�de � - m .o- ..e ;ae•;¢e•;ae•;¢e•;ae^ •Re•;?e•wa :¢s•;Fe••• REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND SPECIFICATIONS I . 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 AND REPAIR AN - m "i•w°e••o-° D/OR CLEAN OF ANYM f ¢d d of d d d".9 a^•way a•,�a^•'gyp e' d e o•.d e•.d e OUT MEASURES USED TO TRAP SEDIMENT.ALL STANDS O END.IF USING OPTIONAL OILOF THE UNIT.A TACH ABSORBENT PILLOW ON POUCH, RING THE RAINY SEASON SHALL BE SUBMITTED PRIOR TO OCTOBER T 1.THE POSTS: STEEL WIRE,14 OR A TYPE X.4"HARDWOOD USED DU .e •.a ••ae• as•;Re••?e•;¢a•••� •ae••? •KJ'a ".?e••?e• SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST FENCE: WCVEN WIRE,141/2 GA.B'MAX.MESH OPENING N o ON THE BOTTOM(BELOW-GRADE SIDE)OF THE UNIT.ATTACH ABSORBENT PILLOW TO TETHER CONTROL DEVICES SHOWN ON SAID PLANS SHALL BE INSTALLED NO LATER THAN OCTOBER • e , ..:w...o-,..>..,.,.,�„•> w ,.w,:w„• � BE REMOVED IMMEDIATELY. LOOP.TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE.HOLDING THE 15,AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. d Y•d 4 d e d e•d e+d e'•d e d e^d e .p z•- 4••d e•-d¢ FILTER CLOTH: FILTER X.MIRAFI 100X,OR APPROVED DUAL a TRENCHING PREFAB UNIT: GEDFAB,ENMROFENCE,OR APPROVED EQUAL LIFTING DEVICES(DO NOT RELY IT LIFTING DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THE ;,• ..o- .. ..a..• N.� ..., WHEELS SHALL BE CLEANED TO REMOVESEDIMENT PRIOR TO ENTRANCE GRATE)PLACE THE TEMPORARY..+, d'•''d e''d e'•d e d C4 d e'd e••d e+d 4 ••d e•- °=o- 4'w°4•• 4 H' CE ONTO PUBLIC �, GRATE INTO ITS FRAME.FOLLOW ALL MANUFACTURES RECOMMENDATIONS. T ORARY EROSION CONTROL PLANS SHALL PROVIDE THE FOLLOWING: i;1 ..s ..3 ..8 ..4 .,i ..6 ..4 ..8 ..4 •a .4a�.as.. RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,ITSHALL BE DONEONANAREA NOTES METHOD B.MAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND i�y� r1` • : 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: \v.V ¢z•2 l -,•a4 e¢ 4 DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE, B.FABRIC FASTENED SECURELY TO FENCE W/TIES SPACED AT 24,AT TOP AND MID SECTION. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED.IF USING OPTIONAL OIL 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 608 DORAN (RESPONSIBLE 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)992-0800 (24-HOUR PHONE NUMBER). PLAN EVENT E.MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED,SEDIMENT TO MANUFACTURER:DANDY PRODUCTS,INC2011 R HARRISBURG PIKE,GROVE CITY,OHIO 43123 BE REMOVED WHEN'BULGET DEVELOP. (614)875-2284 B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION STABILIZED CONSTRUCTION ENTRANCE CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED C 104-01 C 104 02 SILT FENCE C 104-03 INLET PROTECTION PLANS. 65838 12/13/07 517107 SCALE: NONE SCALE: 3/8"=1'-0" SCALE: NONE (SIGNATURE) (RCE 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 CONVENIENT TEMPORARY DEVICES FACILITATEONS TO E P S OR TO REPAIR ANY DAMAGED EROSION CONTROL I , ON E MEASURES WHEN RAIN IS IMMINENT. LAKESHORE � _ � _ - , STABILIZED ENTRANCE: 'S _ �� ( E DETAIL C7) D E MOVED OR MODIFIED O.- ,__ _..._- _ .. ...--...'•--...—_... ... ..�^...�. _ ...— SE 04-01 , THE APPROVAL P THE CITY ENGINEER. T B WITHOUT :Iryl.'�I.{. .ir7.i \ J 13Y9--_ _.•-. Y313-, �•i:f12��- -..� ` ----- �131�'-' E. ALL REMOVABLE PROTECT VE EROSION CONTROL DEVICES SHOWN SHALL \ O O/ \ \ RAIIIPR08ABILITY FORECAST EXCEEDS FORTY PERCENT O Y \ INLET PROTECTION: r BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIV E 5 DA � ....-- PER N L7 - , - \ (SEE DETAIL C7 ) 5• F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM \ SE 04-03 L S' N 53°355"WW 40B.3f � A .. n •�`--•••+�� -�`'i----•- y-r_ {1 �-'l SILT FENCE: CHECK BERMS AND DESILTING BASINS.ANY GRADED SLOPE SURFACE . .,. ... 1 DAMAGED DURING A RAINSTORM SHALL ALSO BE r (SEE DETAIL C7044q) $]'' PROTECTION MEASURES y - s_ _ _ •I \`I) IMMEDIATELY REPAIRED. I v r ♦ I \ / = I G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP TEMPORARY SOIL STOCKPILE AREA: q _ 1 OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. h 1 \ I Y H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE 1 � I EXISTING CONTOUR: irfo TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED 1 WHENEVER THE DEPTH EXCEEDS TWO(2)FEET OR CREATES A HAZARDOUS 1 I I PROPOSED CONTOUR: CONDITION. J.--�Q�(��---- 2. TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES •:I ;'T rA �h \ I'\ \ \ \ l EMERGENCY OVERFLOW ROUTING: « EXCEEDING 3:I RATIO AND/OR TEN(10)FEET IN HEIGHT. J r� 3. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIGNED FOR 1 Ayry xu ® ® ® '`I PLYWOOD SIGN WITH SITE ADDRESSES(18991 A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED r" LAKESHORE DRIVE AND 18475 LAKESHORE ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR DRNE,LAKE ELSINORE,CA 92530)AT MINIMUM THE FOLLOWING: 44 OF 24INCHES IN HEIGHT: •o-y.. 'J i, E A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. 1,} )IN C. SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. T \ ,";� y ➢ _ ON-SITE REVISIONSI if D. DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS. DATE REVISION DESCRIPTION INITIALS PERCENT COMPACTION,ETC. 4. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE � \ 1 SHOWN ON THE PLAN. 'ems I I 5. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS. L 1 \ 0 0 II 8. THE PERMITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ---»-••� \• 4 - - - O REPAIR ATY DAMAGED EROSIONIAMA E '\ \ - \�V ON SITE AND STOCKPILED � CONSTRUCTION OF TEMPORARY DEVICES OR CONTROL MEASURES WHEN RAIN IS IMMINENT. • 1 /� T— \ \ / T. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE Q�• ;+ \. DIRECTOR OF PUBLIC SERVICES OR,IN AN EMERGENCY,BY THE PERSON RESPONSIBLE . 1' ,. .. �: .. _. �-7.•..• - ,. S\53°3'0'E 196.75 - I' ,..' = � -. -_ _- -- FOR GRADING OPERATIONS. 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 FORTY PERCENT(40%).FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER SERVICE. 1 9. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS r a ., L 0 10 20 30 60 AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE SURFACE + PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY WI \ / Dd -.....r .�• `� L= 1 II SCALE: 111-30.00e REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. \ , �d '� .• 1? I� 10. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. CALL BEFORE YOU DIG I 11. AT LEAST ONE GUARD SHALL POSTED ON THE SITE WHENEVER THE DEPTH OF CALJFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY D EIGHTEEN WATER IN ANY DEVICE EXCEEDS EIGHTEEN(18)INCHES.ADDITIONAL GUARDS MAY BE THE REGIONAL NOTIFICATION CENTER NOT LESS REQUIRED AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. THAN TWO(2)WORKING DAYS NOR MORE THAN FOURTEEN(14)CALENDAR DAYS PRIOR TO 12. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS EXCAVATION AND PIPES,AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. W53 8929^W^. ,22324 Dig Alert N53 ..,.° vmv.digalen.arg °0928"W...:..... f96.75`,.`_.,..... °�...:.......:. \ ' 2 °I-800-227-2600 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED 6Y: WD PARTNERS, INC. si 2852 Kelvin Avenue o F N9 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Irvine,CA 92614 4. DOS 949.753.7676T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL LAWS AND HAVE BEEN FOUND ACCEPTABLE Fiy 3.19.2007 949.753.7878E C104 PC7 PLANNING COMMENTS 1 4.30.2007 c a wd arMers.com APN:379-241-057 B7 BUILDING COMMENTS 1 4.30.2007 SCALE: APN: 379-241-058 sA CIVI1_ s 11_ 1 BENCH MARK: 16491 LAKESHORE DRIVE RITE AID 1 CHANGE BULLETIN 5.4.2007 rFOFCAL�O� 1 —30 ( ) KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5,8,2007 CITY ENGINEER ELEVATION 1317.32 LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.i"7 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 I UTILITY LINE LEGEND KEYED NOTES I ONATURAL GAS SERVICE.ALL MATERIALS AND INSTALLATION ARE TO BE IN ACCORDANCE WITH ALLSTATE AND LOCAL CODES AND N.F.P.A STANDARDS.DIVISION OF WORK SHALL j1— PROPOSED GAS: G G BE AS FOLLOWS: ——&Eno — ———Ex Dec ———Ex Elec ———&Elec ———ExE1w ———&fret ———&Ebc — —&Hey ———Ex Ebc ———INE1. ———&Ent UTILITY COMPANY SHALL SIZE SERVICE,POVIDE TAP AND METER,PIPING WITH COPPER __ E —— POPOSED ELECTRIC: E Exes LOCATOR,REGULATOR,AND TRENCHING AND BACKFILL FROM THE TAP TO THE — E -_ -- PROPOSED TELEPHONE: T T PROPERTY LINE. GENERAL CONTRACTOR SHALL PROVIDE TRENCHING AND BACKFILL FROM THE -.--- --- — POPOSED FIRE: sF PROPERTY LINE TO GAS METER SET BY GAS COMPANY AT THE BUILDING.GENERAL - - -_ _- CONTRACTOR TO POVIDE BOLLARDS AT METER PER UTILITY STANDARDS. -'—' - --"--" - "`-`--" 1.5W ELECTRIC SERVICE.CONTRACTOR TO INSTALL SERVICE PER ALL STATE AND LOCAL —— Fx - �Sa•! — ErS�m! ——FxSa•! ———FxSr! ———&& ———Q'Sa74 r San ———& ———Ex,Sm! ——Er.Fen ———FxSk---- PROPOSED WATER. CODES POWER COMPANY NFPA AND NEC STANDARDS AND COORDINATE WITH THE „t,,.1 --- ------ -------------------- -- r + -------- --------------- ---- PROPOSED IRRIGATION: —IRR IRR— POWER COMPANY TO VERIFY THE TRANSFORMER LOCATION,SIZE,ORIGIN OF SERVICE, -.---- --- _•---------- AND ALL STANDARDS FOR WORK.SEE ARCHITECTURAL SHEETS FOR SECONDARY - ---- PROPOSED SANITARY SEWER: SS 33 WIRING DESIGN.DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL PROVIDE PRIMARY AND SECONDARD CABLE,PRIMARY AND \.✓ 1s iP wen! ———E.IIY w Ix ———E.10-Wh1w ———&I&wow ———&f wooer — —&to waver ——— fv were! ———E.10,wemr ——7 fv t PROPOSED STORM SEWER _ SECONDARY CONNECTION,TRANSFORMER,METER,AND CT CABINET. x �+ (SEE SHEET C102): GENERAL CONTRACTOR SHALL PROVIDE PRIMARY AND SECONDARY CONDUIT,SOCKET, ! - --- — _--- _ - - _ -- 9 ............................ ALL TRENCHING AND BACKFILL PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT PROPOSED IRRIGATION SLEEVE: STANDARD DETAIL NO.W-3 REQUIRED FOR SERVICE TO THE SITE,TRANSFORMER PAD, LL GROUND WIRE,AND PULLBOX AT THE PROPERTY LINE.GENERAL CONTRACTOR SHALL 10'Werel — I f r. •• T Q EXISTING WATER: —&wen. — CORDINATE WITH DEVELOPER AND llTIUTY COMPANY ON POINT OF CONNECTION FOR PRIMARY. y 1 c , R= .00' — — 13 13 -I~- 13 7 1 EXISTING GAS: —& — O TTELEPHONE SEFIVICE.ELEPHONE COMPANY BEFORE E CT ROUTING EXACTNG LAND TERMINATION E MII ATIONTOR REQUIREMENTS ECOREME TT WITH EXISTING TELEPHONE: —&Talc — OTHER UTIUTIES AND UTILIZE SHARED TRENCHING IF PERMITTED.GENERAL CONTRACTOR TO COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF uh I i e r,;• EXISTING SANITARY SEWER: —&Son — CONNECTION.DIVISION OF WORK SHALL BE AS FOLLOWS: 1 5 m UTILITY COMPANY SHALL PROVIDE ALL CABLE AND WIRING FOR SERVICE, EXISTING ELECTRIC: —&Ent — g I GENERAL CONTRACTOR TO PROVIDE 4'CONDUIT WITH PULL WIRE FROM PEDESTAL TO BUILDING,3/4N4`x4'PLYWOD BACKOARD WFTH 86 awg GROUND WIRE,AND ALL r EXISTING STORM: 13 I a �'' ,r -r> it TRENCHING AND BACKFILL REQUIRED FOR SERVICE. I CAI 'l I 4 i I Oq TELEVISION SERVICE SHALL BE PROVIDED BY ROOF MOUNTED SATELLITE.SEE nr 1 SHEETS FOR DETAIL AND APPROXIMATE ROOFTOP LOCATION LOCAL c7^v( c'Vh 511P 13 7 r ` L�1 I ARCHITECTURAL SANITARY PIPE SCHEDULE O 1.5'DOMESTIC WATER SERVICE.CONTRACTOR TOVERIFY REQUIREMENTS OF ?t' 13 .dV�4 GOVERNING OFFICIALS. '1 - BRAY LINEAR FEET OFB PVC AT20965LOPE POLLLCOYEETHYLENE TUBING 1200 SDI CONFORMING TO ASTMP273 AWWA C-901,SIDR 7,AND .. .. �, ��. x..-;• ,,.� °� nu O 65 PE 3408.INCLUDE IN BASE BID ALL VALVES,PIPING STRUCTURES,ETC.THAT WILL BE w I I l' ' ..... "'. •, REQUIRED.MINIMUM DEPTH OF WATERLINE SHALL BE 3 FEET.DIVISION OF WORK SHALL 15 O 306 UNEAR FEET OF 6'PVC AT 1.7%SLOPE BE AS FOLLOWS: UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY UNE AND OC 201 UNEAR FEET OF 6'PVC AT 0.8%SLOPE SHUTOFF VALVE IN R.O.W. M I.<�. S% r+- y, 15 °' GENERAL CONTRACTOR SHALL SUPPLY O SPLR BEFORE METER OFF OF 6"FIRE UNE, OD 17 LINEAR FEET OF 6'PVC AT e.0%SLOPE PIPING FROM THE PROPERTY UNE TO THE BUILDING,CURB BOX,2 METER VAULT PER CITY O • .I 2``�' _ 1 W OF LAKE ELSINORE WATER STANDARDS,AND 2'DOUBLE CHECK BACKFLOW PREVENTER. Rite Aid 17 LINEAR FEET OF&PVC AT 4.1%SLOPE O 6'FIRE SUPPRESSION SERVICE.CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL __ __ L 6 I� Q CODES,IJRLffY COMPANIES AND GOVERNING OFFICIALS.PIPING SHALL BE P.V.C. � 1 _.r 17.27 1 O 17 LINEAR FEET OF W PVC AT 2.7%SLOPE CONFORMING TO AWWA C-900(200 PSI)WITH MECHANICAL JOINTS.INCLUDE IN BASE BID I BLDG-2 t 8 1 2 ALL VALVES,PIPING STRUCTURES,ETC.THAT WILL BE REQUIRED.MINIMUM DEPTH OF I I RETAIL STRIP h' —____ I '4r X 162 4'EXTERIOR vv I; WATER LINE SHALL BE 3 FEET.DIVISION OF WORK SHALL BE AS FOLLOWS: I I I I I 6AM E R h SITE AREA 108 084 SOFT. 13 UTILITY COMPANY SMALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE AND SHUT 25 REGU 9X76'PARq IS SPACES i- I 1 _ 1 HAGDI PED PARq SPACE �X7 5a 1 OFF VALVE IN R.O.W. 1 1 -- '{' ,T--1 GENERAL CONTRACTOR SHALL SUPPLYRTAP AT THE EXISTING MAIN,PIPING FROM ,iW/26o)=2 PARKING SP ES REQUIRED -_S se REGULAR Puts PRANGS SP ES L_l THE PROPERTY LINE TO THE BUILDING,CURB BOX,WATER METER PR,8'METER,AND 6' _ 3 HANOICAPPED PAPoGNG SPA I_J 39 rej 1 auEel. imEnr TB ai DOUBLE CHECK BACKFLOW PRLVENTER. a - I I - t91a� � --- f 17,272I250) �PARKING SPACES flE IRED n 1 IIw•o( 1 8ta +9 .SS +9+496 yp 3 y#t D _ ..L' 6 0 1 O IRRIGATION WATER SERVICE.PIPING SHALL BE POLYETHYLENE TUBING(200 PSI) IE 6 E E E n 6„ a 14 /` ----1. - 1 CONFORMING TO ASTM-2737,AWWA C-901,SIDR 7 AND PE 3408 INCLUDE IN BASE BID 1 1 I G ''t; -'_O--'--'--G'-'--- G ,� I ALL VALVES,PIPING STRUCTURES,ETC.THAT WILL BE REQUIRED.MINIMUM DEPTH OF E B I 1 WATER LINE SHALL BE 3 FEET.DIVISION OF WORK SHALL BE AS FOLLOWS: - Ss SS SS 2 _ 2 T UTILITY COMPANY SHALL SUPPLY LINE EXTENSION TO THE PROPERTY LINE,INSTALL c L'.. -..__._ 1 10.. °." 4wem- E ,,: d'E 196.15 . ' METER,AND SHUTOFF VALVE IN R.O.W. O I •1s+z.rs +s sz C tslaes irnEm- 1911T2 - GENERAL CONTRACTOR SHALL PROVIDE I'DOUBLE CHECK BACKFLOW PREVENITER IN sts.w METER VAULT.MODEL TO MEET OR EXCEED WATTS A709-DODA.PIPING DOWNSTREAM ---- —._-- --' 1 s' 10 I OF DOUBLE CHECK SHALL BE 1-1/2'SCHEDULE 40 PVC STUBBED TO EXTERIOR OF THE p 13 VAULT,18'BELOW GRADE WTIN SHUTOFF VALVE. N 1 8 4 � - 'DIAMETER SCHEDULE 401RRIGATION SLEEVE.GENERAL CONTRACTOR SHALL PROVIDE � I 1 13 1 191xas '4el' 1 O PULL WIRE AND FLAG ENDS OF SLEEVES.VERIFY SLEEVE LOCATIONS WITH IRRIGATION 1 iKvwr- i'y1Ne: 1 CONTRACTOR. I 1 •' _ saws i L 3 I I O EXISTING FIRE HYDRANT. I I "- sy SANITARY SEWER LATERAL PIPE SHALL BE P.V.C.ASTM 0-3034 SDR 35,SEE PLAN FOR y 1 -""""" S 1 O LENGTH,SIZE AND SLOPE.JOINTS SHALL CONFORM TOASTM 03212.PROVIDE .I... 2lrvt�r-+sae US 6•F -„� sF - .5� 1 CLEANOUTS AS INDICATED BY'CO'PER DETAIL 2Z 0�.COORDINATE LOCATION OF Allh1 1 - &.RM O FOUNDATIONWITHSTRUCTURALSEPARATION FROM S. G G � 14 I C t`H.•',RfxilT ISSUAN:;E MAINTNNA MINIMUM OF IO'HOR¢ONTAL AND IB•VERTICAL SEPARATION FROM WATER. 1 E E E E 1 TGTT FAZEKAS&ASSOCIATES,INC. — '';'y: r ;• •••• 1 .W,�_�..... 2 1 Y - DATE UND RGROUND STORM STRUCTURE,PR PLAN.SEE SHEEET C103 FOR STORM STRUCTURE.FOR EXACT DOWNSPOUT 13 F':z. t It r I s have be r Intlen IeViewetl to,adherence to the PROVIDE CLEANOUTSAS SHOWN BY CO'P RTDETAIL CC202 IONS,SEE ARCHITECTURAL DRAWINGS. 1 ��•�_ 'Wj 'e codes. ordinancs. Authorization Is 11 - ''" "' :- `J+-.a..... "- -�-. dntetl to isue a building permit pending 12 `"`-'` ""°°_'" � MONUMENT/PYLON SITE SIGN.PROVIDE 1-1/2'P.V.C.CONDUIT TO ELECTRIC PANEL.SEE I c� N53°D4'2 -"223'24",...w•.,_- $ tprovs ;y all applicable City agencies. ARCHITECTURAL SHEETS FOR CIRCUITING. u - w e I seance or granting Of a permit based on 13 SITE LIGHT.PROVIDE I-1/2'P.V.C.CONDUIT TO ELECTRIC PANEL SEE ARCHITECTURAL 0 = -NS�°0528'W 196.75 mfp�, BASE SEE DETAILMM ps-pnul or aval or ppron.ve paoyNsviolaltlion tof theoappfcable PROPOSED SUP RSHEETS FOR UFIRE HYDRANT(8'x POLE PER ELSINORE VALLEY MUNICIPAL WATER �Fa authority l0rviolate or cancel the rmit presumed ons of such 14 DISTRICT STANDARD DRAWING NO.W-7. S I Z Codes shall be valid. 16 ROOF DRAINS.SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. � w I � UTILITY CONTACTS O ----- ----------- ------- --------- --------- 18 POWER ROLE TO BE UNDERGROUNDED PER APPROVED EDISON PLAN. ' 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.LOGONIA AVENUE ROMOLAND,CA 92585 150 SOUTH JUANITA STREET HEMET,CA 92545 REDLANDS,CA 92374-9796 DAVEREDDECUSS HEMET.CA 92545 TBD ANTHONY BARROZO 951.928.8206 951.929.0724 951.652.0020 909.335.7582 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 WATER: STORM WATER: SANITARY SEWER: FIRE: FOURTEEN(14)CALENOAR DAYS PRIOR ro EXCAVATION ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT 31315 CHANEY STREET 1900 MARKET STREET 31315 CHANEY STREET 2300 MARKET STREET Dig Alert www.digaled.org 0 10 20 30 60 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 925M 1-800-227-2600 CHER QUINONES ED LOTZ CHER QUINONES SCALE: 1"=30.00' 951.674.3146 x8427 951.956.1266 951.674.3146 X8427 951.965.4777 Oy MARK REVISIONS A P P R. DATE THESE PLANS HAVE B 2862 Kelvin Avenue EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: wn PARTNERS, INC. E Hq� Irvine,CA 92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE e4'0 O 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE a 6583 949,753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 wdpanners.com APN:379-241-057 C 105 1 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 11. SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE ,rFOFCAL� 16475 LAKESHORE DRIVE RETAIL GRADING PERMIT 2 5.8.2007 CITY ENGINEER CM ELEVATION (RETAIL) FILE No. R.C.E. N0. 65838, EXP. 12/13/07 ELEVATION 1317.32' LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 CONTOUR TEMPLATE SCALE:1•-2a GENERAL PHOTOMETRIC NOTES FIXTURE REFERENCE: PL1 MOUNTING ARM: 1.0 A.FOR POLE BASE INSTALLATION,SEE DETAIL C202-03. MTG.HEIGHT: 30 ARRANGEMENT: SINGLE B.ALL PARKING LOT EIGHT POLES SHALL BE UTHONIA SERIES MODEL SSS 184C,30 HEIGHT(32 FIXTURE WATTS: 310 MOUNTING HEIGHT),BLACK IN COLOR,ORAS SPECIFIED BY OWNERS REPRESENTATIVE. CONTOUR LINES: FOOT-CANDLES C.ALL NECESSARY MOUNTING BRACKETS,CONCRETE BASES,ANCHOR BOLTS,AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE 00 PROVIDED BY GENERAL CONTRACTOR OR SITE UGHTING SUBCONTRACTOR. D.FD(TURES ON POLES ARE TO BE PROVIDED WITH BALLASTS,SOCKETS,LAMPS,ACCESS PLATES,ALL REQUIRED MOUNTING HARDWARE,BASES,AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE MOUNTED SITE EIGHT FIXTURE INSTALLATION. 50 E.ALL WIRING SHALL BE COPPER WIRE IN 1Y•RIGID CONDUIT .,:{�:. �h5.- ' 'ry'" . %�''•"?'9p' •`41• ¢ ^� ;'a%' •'^*��•�•' •qp. o"` F. INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT.FOR M1 .qp `K ,q9 •p" .q1 4y •p *q•. ..gip 'M1 .�R ^ BASE,SEE DETAIL C202-03.TIN $ M1 `3p p pM1 p q 'qp 9` •p, ,M " 'q p •^� 'M11 ,9 'pM1 '^ G.ALL EXTERIOR UGHG FIXTURES,EITHER MOUNTED ON THE BUILDING OR FREESTANDING,SHALL " '�qy 9, •3p ap + pp 'Ap p p a `a3 , q^ 1/ ^ `°s •M1� p q •qy •q� ,po•� •M1y _`+1 , 40 BE INSTALLED WITH CUT-OFF SHIELDING THAT REFLECTS LIGHT AWAY FROM ADJACENT PROPERTY ;'•5 +qp 'pq •S'p3 ,s rp �" •5= F9' •e •g7orav 's° +a ^ LINES.THE LIGHT SOURCE SHOULD NOT BE VISIBLE AT PROPERTY LINES. • 1 9 pp p p P a 'p � •� •p p • `p •p qp y +^+ q. `M1' .qP` 9 'q qp` •M1 1 H.FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, a s e •p p a q 9 M11 M1 +M1 y q •M1. p qp TO AVOID INTERFERENCE WITH TRAFRC OR ADJACENT PROPERTY,PER SATISFACTION OF OWNERS q ,q+ "3 •ti REPRESENTATIVE. •1'° ,1. q^ •3> `qp+ 1 ,p9 p` •q. 'M1 ,p`qP 9 1 •p '^p •^,� +3`~ ,qF' 9`~ Y •^y 20 pp a 9^ ^ .q ,p ,pp,..qy "M1 ,q1 ^ q 'M1p y 'Op .p? p• ,5 .9 ,a p' q q1 a `p p' •q'1 r p 'op r p ^p M1 "q�+ •^ rw_ 1:a ,ae _—__ •aT ,p�,3 • 'M11 ,a M1 ,q ,�•* • •sgp P o P � p+a PHOTOMETRIC CALCULATIONS q� , M1 •,% ,^ ° 01 ,o y ^5 M1 0 ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES.TARGET PLANE AT Z=0FEET. "ay p p3 •q pp ° •qM1 ps -�'_:::,_. -`$A.,.,..�. _ sv uo /-__ +ta' .qs pp s ,q M1p � ,M1 .p �p ,qs .^ •` '^p ^ .s '-=per- PL1 h PL2 H11111 �' 3 •^ q .p "a M1 qP q q• p ,� p' .qP „� •s MANUFACTURER: UTHONIA UGFMNG MANUFACTURER: UTHONIA LIGHTING a a q •aM1 a 3 •a� •M1 M1 IES FILE: LTL11255 IES FILE: LTL71255 p. p0 ,q ` p•ti 'M1p .qp "y ..ly y 'M1p .0. •q^ - p 'M1^ CATALOG NO.: KFV 250S SR3FL HIS CATALOG NO.: KFV 250S SR3FL HIS-20 INITIAL LUMENS: 29,000 INITIAL LUMENS: 29.000 •p pp Y ,qs `M11 "'� .qp - ^' ^ "p EIGHT LOSS FACTOR: 1.0 EIGHT LOSS FACTOR: 1.0 • ,^s o� _, .11 ,^s 1+ FIXTUREWATTS: 310 FIXTUREWATTS: 310 M1° • +p _gip "3p "'Y ,p^ FIXTURE TYPE: DROP LENSE FIXTURE TYPE. DROP LENSE .^ • • - q' + M1' ,p e TOTAL LUMINARIES: 5 TOTAL LUMINARIES: 14 Rite Aid Pharmacy _ _ a J .qy•q� ,M1p ^ 17,272 GROSS SOFT, "^y +,�° -40 'qp p s `M11 .^A` P E iLLSTR ,'o rq0 ,p° °agM1' "q� ,M1y •^� 107'-0"%1624'EkTERIOH ,s, 6,105&F. + p_•P •^. SITE AREA 108,064 SQ.FT. M1 ,^9 SUMMARY VEHICLE USE AREASI SUMMARY(PEDESTRIAN AREASI +q5 2,REGO[ R 9'X19 PARK(i PACES +3p p q +q ^p ^ .p 1•, I KANIA APPED PARKI 'S1 ACE P 105125(I) ?PARKING SPA ES E.QUIRE `q' a+q9' M1 •p• 66 REGULAR 9'%19'PARKING SPACES '^y AVERAGE: 2.8 FC AVERAGE: 2.8 FC MAXIMUM: 7.1 FC MAXIMUM: 6.9 FC "M1p •ay p +pp 3 HANDICAPPED PARKING SPACES -60 MINIMUM: 0.2 FC MINIMUM: 0.4 FC 1 ^p n "IP y •M1 17'2721250)=69 PARKING SPACES REQUIRED "M1' ^s AVaWIN: 36:1 AVGIMIN: 17.3:1 qP Y q . • __ � __..__ _.._ __ _. _._..,._._ +^s '�1qp s MAX/MIN: 13.9:1 MAX/MIN: 7.1:1 M1^ M1 `^P ,^P •�•T.1`qp `M1p .p, O VV IIMMLL'' ___.... •p q qp M1' -0 CONTOUR TEMPLATE -SCALE:1'-W -80 -60 -40 -20 0 20 40 60 80 S 5 - .5 .^p 1 ° .qp +q FIXTURE REFERENCE: PL1 •^a ,p1 ,M1p •s ^p .9 M1 MOUNTINGARM: 1.0 q i8 MTG.HEIGHT: 30 p ,___._ •'Ip ^P 1 '^y . ` 71 j ARRANGEMENT. TWIN -------- .^3` ,qon, nhp os p q 0 Is as TO 1 1 FIXTURE WATTS: 310 i. rp M1 III3E ru a CONTOUR LINES: FOOT-CANDLES a �Nc ' y p+ !-p 1r IS _.. __.—__—_.._ .^p .p� ..__... a _ n,s. 1•M1 ,q\ r.L:'�' ,M1. p •^1 a ^p •^p ^ M1p p p rM1P "M1M1 -,ap �"•Sh 1'ti _g p .M19 •^p' ^p .q9 III ■k. Iw L I,l A A 60 _ .°:L` ,^P •1 ,M^ M1' .p •0 ^p ^ '^p i w o to III. __.—___ .op p• ^p ^"Lp ,py +qp• � q +'Vp •M1y — ai�),� �' .0 1 .^. ••^¢ .y ,^ p ^ ,^ ^ 51.E r I� --------------------- pr RNIZ®Ir 11111100 MU InaNIsisNL was 0V, IIEmu91:B- r,ll:xmAll zo @i a1®mi'il0 tin INN39i 0 -20 -40 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 -60 EXCAVATION Dig Alert ww.v.dlgalert.org d 1-800-227-2600 -80 -l10 -60 -40 -20 0 20 40 EO 80 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. SIoN 2862 Kelvin Avenue gPRY�4� Irvine,CA 92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE a P o�Fy 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE o 6 m / 949.753.7676E PC1 PLANNING COMMENTS 1 4.30.2007A APN:379-241-057 C 1 06 ¢ / a wdpartnem-com APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 snq 1� SCALE: L7 1 BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5-4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TF0 CAUL 1 =30 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. N0. 65838, EXP. 12/13/07 DATE: 5 5/30/07 /7/2007 PLAN CHECK: 072 0001.06 TUBE STEEL BEAM,SEE PLAN O O ROUNDED CONCRETE TOP PAINTED YELLOW CMU WALL WITH m z ATLAS FACEBRICK TO b w MATCH BUILDING s rz D O O r- 6'DIA.SCHEDULE 40 STEEL METAL ROOF DECK 4'-0' P.,F o F z T z POST FILLED WITH CONCRETE 16 G.A.CLOSURE PL - AND PAINTED TRAFFIC YELLOW rc0 PER SPECIFICATIONS(4' § DIAMETER AT DRIVE THRU) EN JUNE POT O 8' O O GRADE 3'-4' 3'-4' 3'-4• -td 3'-4' 3'-10' 3'-10' S, 3'-1d 71 DIL ARD(rYP)_ _ EE DETAIL 201-05. § _ C201-02 4'-O"CHAIN LINK a SEE DETAIL C201-09. --I STEEL TUBE ROOF CONNECTION FENCE SEE __ _ I. •,°I LIIIIIIII DETAIL DETAIL C201-08. / PIPE SLEEVE v II•, -• —Ljllli STEEL TUBE CAP PL 3/B'X31/2'Xdfi' 8�'TE OIL UNE POST I RYP) I _ - SAW JOINT - 6'DIA �B`D TUBE STEEL COLUMN. BOLLARD.SEE PLAN Li SEEDETAIL LLARD. C201.0.5. DETAIL C201-05. 1'-8'DIA.CONCRETE FOOTING CONCRETE COMPRESSIVE STREGH(28 DAYS)=3000 PSI COMPACTED SUBGRADE TUBE STEEL TO C201 'O 1 TUBE STEEL CONNECTION C201 �02 ROOF CONNECTION C201 �03 TUBE STEEL TO ROOF CONNECTION BOLLARD SCALE: 3"=1'-0" ` 1 SCALE: 3"=1'-0" SCALE: 3"=1'-0" �SAWCUTJOINT} IDE3' C201 05 SCALE: NTS to-e T.O.MTL ROOF DECK 8'REINF CONC SLAB.SE E Li 1/2'•HR-36"METALDECK- DETAIL 01-07. 18 GA.PRE FINISHED • SOLID MASONARY CAP TO MATCH PARAPET CAP ON TUBE STEEL - BUILDING ^C 28 DAY 4000 PSI CLASS'A'CONCRETE POUR FLUSH W/PROP. Ji+,'L rcvii SSUANCE FACE OF CONC.BLOCK WALL TO.wAu FANE� /r PAVEMENT GRADE 1 FAZEKAS&ASSOCIATES,INC. / SEE PLAN FOR StZE C201 04 TRASH ENCLOSURE BASE PLATE v 4'WIDE PAVEMENT 31-"'—X 12'A.9' SEALER. SCALE: NTS -.— DATE— /2-5/8'—X12'A.B. 3/4'—ANCHOR BOLT 1/2'IXPANSION JOINT WITH SEALANT s 1 'b' rEvi,md for -_r h 3LAYERSNCCO jC • 6k6'x W7.24W12 WWF STEEL BITMUNOUSCONCRETE ° K VER MET AL LAH MAT REINFORCING PAVEMENT OR rl , r buudi d permit�pen ny4ND BUILDING BASE PLATE CONCRETE PER SITE SEE DETAILC201-02. a of Plicabl City agencies.1 1/2'DRY PAK 3/8'X 31/2'X d-9' PLAN PAPER 30#FELT _ W/2-5(8'—X12'A.B. •` 2" ___� n �' a or granting of a permit based crP�RCMU BLOCK 8'X 8'X 16'NATURAL GRAY PRECISION se plans shall not be construe toBLOCK WITH#5 AT ♦ J I e SEE °' / O C.VERTICAL AND#5 AT 'quo "— —� IIF K�ncean any violation presuma'toeEve - 24'O.C.HORIZONTAL omK a or cancel the rovisions of s cb <o SOLID MASONRY CAP TO MATCH I 1 . a valid. p VENEER WITH FULLY o FACED WITH EL PARAPET CAP ON BUILDING 0 o I I DORADO STONE- 3/4'CRUSHED PREPARED SUBGRADE. MANZANITA CLIFF #5 DOWELS®18'O.C. Q d STONE COMPACT T095%. I I STONE. 4"THICK CONCRETE SLAB ON a GRADE WIH6'X V.#10 4 SECTION VIEW ROUNDED CONCRETE TOP--- 11/2•'HR-36'METAL DECK-16 G4 Y X#10W.W.M. o PREFINISHED.PAINTTOMATCH d - d .Q PAINTEDBROWN ADJACENT BUILDING COLOR./ 1!8'PER FT.SLOPE d 2%SLOPE MAX. 0'-d FINISH GRADE � I—III—I�IIII—III—I ° T III—III Tff iTi III III= filmI I 1LI I I—lii�-Fh-i I-Jll JL 1I I Lff Itl -III' III-1— ENCLOSURE WALL—, 1 I—III III— III— 1 I/� SEE DETAILC201110. 7-T(1 T 11—III- C201 �00 ENCLOSURE GATE JAMB DUMPSTER PAD _ _______________ PROVIDE COMMERCIAL GRADE SEE DETAIL 11=j 1 III �1 _ EEL REINFORCING F��T NG PER V SCALE: 1-1/2"=1'-0° C201 -07 BARN STOP AND LOCKING C201-06. 71 I' SCALE: NTS III=Illy HARDWARE PER GATE STRUCTURAL DRAWINGS � • � III- HSS 4x4x1/4 TYP.,SHOP----, MANUFACTURERS STANDARDS - n I — 1 5/8"DIAMETER TOP RAIL PRIMED AND FIELD PAINTED "'••.................................... 2-#5 CONT.T&B BROW" PIPE CLAMPS SCREWED TO C201 .1 0 ENCLOSURE WALL SECTION SEE GATE HINGE \ GATE WITH WASHER SPACERS SCALE: 3/4"=T-0" DETAIL C201.11. TO FACILITATE SLIDING PER 9 GAUGE CHAIN LINK FENCE \ GATE MANUFACTURER'S 1 3/4' 1 3/4• 1/2' WITH BROWN VINYL SLATS FOR 2'DIAMETER UNE POST STANDARDS n SCREENING AT TRASH ENCLOSURE (GALVANIZED)AT 10'-0- W8'T.STEEL PLATE COPE&WELD CIE ONLY MAXIMUM SPACING AROUND POLE;RADIUS FRONT n TOP OF SLAB px�.-��x:"e BRACE WIRE IXISTING GROUN 8"DIA.,TYP, PIPE SLEEVE SET IN CONCRETE TO RECEIVE 4 BARN GATE STOP 4' 3117 5/8'O STEEL PIN TO PLATE; LONG,EXTEND 1/4' 7 .• ABOVE CONCRETE 8' E.W. WELD CAP NUT TO PIN -' ENCASE PIPE WITH CONCRETE 3/8'T.STEEL PLATE 2'DIAMETER LINE POST AT 10'-0'OR AS NOTED ON PLANS AFTER PIPE IS SET.PC(28 DAYS) WELD TO PLATE&POST s' =3000 PSI 1/4'T.X 21/2'STEEL.PLATE ANGLE LINE POST SET IN CONCRETE FOOTING OR BENT WITH HOLE FOR STEEL PIN 3000 PSI 28 DAY COMPRESSIVE STRENGTH - (FOOTING BEYOND) 1_8, PLACE PIPE FOOTING INTEGRAL 12 DIA �w WITH WALL FOOTING STEEL POST FRONT VIEW SIDE VIEW C201 09 TRASH ENCLOSURE GATE-PARTIAL SECTION SCALE: NTS 2-3/8"0 STEEL HRU-BOLTS ATE FRAMING WITH NUTS&WASHERS C201 -O8 CHAIN LINK FENCE(WITHIN TRASH ENCLOSURE) C2O 1 .11 GATE HINGE SCALE: NTS SCALE: NTS 2862 Kelvin Avenue MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: wo PARTNERS, INC. sA FONq Irvine,CA 92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Ae`Q e�y 949.753.7676T CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE o A' .9.753.7678 F FIRST SUBMITTAL 3.19.2007 o i A PC1 PLANNING COMMENTS 1 4.30.2007 wdpartners.com APN:379-241-057 C201 APN: 379-241-058 B1 BUILDING COMMENTS 1 4,30,2007 srgT Clvt oPe SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE FOPc F CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 5/30/07 POLE-MOUNTED LUMINAIRE 2'_01 MANHOLE FOR PAVED AREAS AND MOUNTING BRACKET.SEE 1/4 CONIC. TOP #3 REBAR EACH WAY I LUSH WITH GRADE IN z a Y'lYP ELECTRICAL PLANS FOR PLASTERED WALL DITCH° - LANDSCAPE AREA ONLY GRATE.ALL EDGES AROUND FDCTURE SCHEDULE. .� tf TO BE ROUNDED ' GRATE POLE MODEL UTHONw .:.I ':'; STANDARD DUTY PAVING ZX Z CONCRETE COLLAR < __ DS PE Y TOYe'RADII. w SSS 255C. tA TASPHALT CONCRETE AB (4-THICKNESS MINIMUM)B TACK COAT(0.05 GALS Y.)REINFORCING CONCRETE PIER WITH(4)#7 'j ` ` C—8'OF AGGREGATE BASE ¢ ¢ tge , ASPHALT OR CONCRETE' STEEL "" -- -^'-'•••• REBAR UPRIGHT,AND#3 TIESAT 12.O.C.VERTICAL TOP 2 D=12'OF COMPACTED SUBGRADE C C ¢ v ¢ PAVING SEE GRADING PLANM?' BASE PER SOIL REPORT 3 A lJ e•• e••:e- e e ••#3 TIES SPACED AS SHOWN.000NSTRUCTION PIER TO BE CONSTRUCTED IN PL / jvCLEANUT PLUG,3'JOINT m ONE CONTINUOUS POUR. �� � / ABOVEE FINAL OR 1CHAMFER TOP EDGE Z AT 45' EPERSOIL REPO aOPTIONAL PRECAST ""o a B LANDSCAPE GRADEJOINT ____ __ - _ p HAND HOLE WITH WEATHER \\%\\%\\%�% �\ \� STEP(TYP) uu PROOF COVER AND HARDWARE \\/�\\//\j\\� LONG SWEEP WYE m PER MANUR SPECIFICATIONS. a 16• .� \7\%\�\/\/�\�^ / TRENCH BACKFILL PER F{OW FLOW _ ___ = GROUND LUG(BY v DETAIL C202-77. w MANUFACTURER)FOR \' o ELECTRIC GROUND. GROUND LUG(BY \ JlnUlt CLFANOUT- �\ MANUFACTURER)FOR INDICATED'C.O.'ON PLANS NOT COPPERWELD CONNECTION. FOOTING ` gam• NOTES DOUBLE CLEANOUT-INDICATED'O.C.O.'ON PLAITS A.SUBGRADE COMPACTION:CBR-12 (4)ANCHOR BOLTS-V DAx 36' 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 LONG WITH 4'LEG. :Q CLEANOUT AND'OCO'FOR DOUBLE CLEAN OUT. TO 95%OF THE MODIFIED PROCTOR(ASTM D-1557)MAXIMUM DRY DENSITY B.PROVIDE-1400CLEANOUTS AS SPECIFIED: z � C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM STEEL BASE PLATE.INSTALLED S-1/2 L MIN, 1.ZURN 1449 CLEANO0UTS IN LANDSCAPED AREAS AND SIDEWALKS DOUBLE FLOW LINE • ON 1'THICK NON-SHRINK 707 VMAX. REQUIREMENTS OF THE CURRENT CALTRANS'CONSTRUCTION AND MATERIAL 2.ZURN4449 CLEANOUTS IN LANDSCAPED AREAS 1 N If GROUT BED. __ _ _-- J B SPECIFICATIONS' 3.ZURN Z-1400 HD CLEANOUTS IN TRAFFIC AREAS WITH A"SERVICE STATION'TYPE MANHOLE, STRIPING m PERMISSIBLE OPW#104 Alt-DOVER CORPJOPW DIV. CONSTRUCTION f III.''�• ADJACENT FINISH GRADE ____ _ C202.01 DETAIL JaNr = J �i DITCH BANK C202.05 ASPHALT PAVING SECTION C202_06 SEWER PIPE CLEANOUT L SCALE: 1"=1' —SECTION SECTION B //i / / / #BCOPPERGROUNDWIRE J SCALE: NONE L V SCALE: 3/4"=T-O" \ RUN WIRE THROUGH CONDUIT 30'MIN. 12"X78'X.080 GA.RETROX GROUND ROD. 45'MAX. REFLECTORIZED ALUMINUM SIGN WITH 2'3Y• § /%\/\ REINF.CONC. DECORATIVE WALL B'CMU BLOCK "INCLUDE ON ALL 'PARKING BY PERMIT ONLY' CONDUIT FOR CIRCUIT WIRING. CLASS•A• ACCESSIBLE SIGN POLES CIRCUIT AS SHOWN ON UTILITY CONCRETE CAP.PANTTO FULLY GROUT IMERNARONAL SYMBOL OF JII� PER SECT.725 ASIGN INDICATING GRATE.ALL •'�"� PLAN. U MALL CAP.TRASH ENCLOSURE ACCESSIBILITY.BORDER AND LETTERING / i / / / WALL CAP MINIMUM FINE FOR EDGES TO BE / ILLEGAL PARKING. IN WHITE ON BLUE BACKGROUND // // Ye _ _ _ ROUNDED TO Ya' \ STUCCO FINISH = RADII, // /\/\ •IIII /\ GROUND ROD. •U, TYPE TO MATCH&DG. STAN DARD"FINE'SIGN WHEN -- REINFORCING '•1 /\\j/ \ REQUIRED BY LOCAL CODE' EELl/1- _ (Ay HEADWALL DETAIL #44P332•oC.R , STANDARD'VAN ACCESSIBLE"SIGN AT SECTI ON A \ v 2 0 0 • M SPACE ADJACENT TO B.O'LOADING SPACE y� (fin /,h/ CONCRETE TO HAVE 28-DAY SCALE: 3/4"=1'-0" UOO DDOi'I COMPRESSIVE STRENGTH OF .T'• J- 4.000 PSI WITH 6%AIR CONTENT. POST WITH PRE-DRILLED HOLES b 2'SQUARE GALVANIZED SIGN:!!r O SECTION 7 __ =e LAP SPLICE MINIMUM OF GANG PROVIDE z m (2)%'Dw.GALVANIZED THRU BOLTS WITH O WASHERS AND LOCK NUTS AT 4'O.C. F LANDSCAPE OR PAVEMENT, \ m m REGULATORY \�' - ` • \ \\ �' \ SEE SITE IMPROVEMENT PLAN #3 REINFORCING TIES AT I2'O.C. SIGNS.SEE �/ \/�/ � �% &DIAMETER CONCRETE FOOTING r \ PLAN DETAIL ♦ \ \,.' ;2.,.;3c \/ \ VERTICALLY [;F•i::w;,. TOP SHALL BE FLUSH WITH C203-01. / / \ � CONDUIT FOR LIGHT CIRCUITING. / ..;,;, '�'� i'� \ FINISHED GRADE AND BOTTOM / (4)#7 REBAR UPRIGHT MAINTAIN 3•CLEAR / •\�'•,y BELOW LOCAL FROST DEPTH BASIN SIZING FROM TOP AND BOTTOM AND EDGES. INSIDE TOP SLAB \ /\ /\ \� NOTES PIPE SIZE REINFORCING DIMENSION A CONDUIT FOR GROUND WIRE.MAINTAIN 2'SQUAflE GALVANIZED SIGN A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. PLAN MINIMUM 3'CLEAR FROM SIDE OF POST WITH PRE-DRILLED HOLES O B. (1)SIGN AT EACH ACCESSIBLE SPACE.SEE SITE IMPROVEMENT PLAN FOR LOCATION 8#4 BARS CONCRETE PIER. N-04 x4' 12#4 BARS NOTES LAP SPLICE MINIMUM OF6•AND PROVIDE Z I/�_ R 6 SCREENING WALL _ ACCESSIBLE PARKING SIGN (2)�'DIA.GALVANIZED THRU BOLTS WITH C202 08 ■ _L�2 09 A.FLOODLIGHTS,POLE SIGNS,BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED WASHERS AND LOCK NUTS AT 4'O.C. V V SCALE: NITS V V SCALE: 1/2"=1�-0" CONCRETE TABLE OWOFF THROUGH A LIGHTING CONTROLLER(WITH PHOTO CELL)AND TIME CLOCKS.SEE CEMENT WATER- ELECTRICAL SHEETS FOR DETAILS. LANDSCAPE OR PAVEMENT, \ TYPE OF DRY AGGREGATES(LB/C.Y.) CONTENT CEMENT RATIO B.GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH SEE SITE IMPROVEMENT PLAN AGGREGATE (L>�Y) (MAX) POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. — FINE COARSE TOTALC.GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND B'DIAMETER CONCRETE FOOTING 1'-10' 3'-0' TOP SHALL BE FLUSH WITH / WHITE TRAFFIC PAINT PER RAVEL 11 2 INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION, FINISHED GRADE AND BOTTOM -\ SPECIFICATIONS 18' "I D.SEE LIGHT POLE CALCULATIONS. LAG BELOW LOCAL FROST DEPTH \ 3/8'LIP 3/8'U 1 / A.C. A.C. DIVISION OF RESPONSIBILITIES A.B. ' 1 A.B. NOTES ITEM FURNISHED INSTALLED NOTES A.GRATE:NEENAH NO.R-4859-C OR EAST JORDAN NO.5110 TYPE M3 OR APPROVED EQUAL. A. SPECIFIC COOE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. B.WALLS:CAST-IN-PLACE WALLS SHALL HAVE A NOMINAL THICKNESS OF 8'.PRECAST WALLS POLE-MOUNTED LUMINAIRE AND ELECTRICAL CONITMCTOR ELECTRICAL CONTRACTOR B. (1)SIGN AT EACH ENTRANCE.SEE SITE IMPROVEMENT PLAN FOR LOCATION. .°.°..°.. ,a°•° �° .,° LIGHTING BRACKET AJ_ 7 SIGNPOST - • 2-#4 CONTINUOUS SHALL HAVEAND HNIMLING WITHOUT OF6•AN.BE REINFORCED SUFFICIEINTLY TO PERMIT C2O2 O ■ ° SHIPPING AND HANDLING WITHOUT DAMAGE.PRECAST LOPS SHALL T RE EX K, LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR 6'BASE COURSE C.STEPS:STEPS SHALL BE PROVIDED WHERE THE DEPTH OF THE STRUCTURE EXCEEDS 6'. SCALE: NITS 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. CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR ASPHALT SEALER ORIGINAL EDGE OF _ E. INLETS OVER 12'IN DEPTH SHALL BE PRECAST OR CAST-IN-PLACE CONCRETE;REINFORCED EXISTING PAVING WITH#4 BARS ON 12'CENTERS BOTH VERTICALLY AND HORIZONTALLY WITH 2•CLEARANCE ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR EXISTING BITUMINOUS (SHOWN DASHED) FROM INSIDE WALL FACE. PAVING F. PRECAST BASE:IF PRECAST BASE IS USED,IT SHALL BE SET DEEP ENOUGH SO THAT THE STEEL RASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR SAW-CUT EXISTING TOP CAN BE PLACED ON THE BASE TO PROVIDE THE GRATE ELEVATION SPECIFIED IN THE PAVING.APPLY ASPHALT PLANS.PRECAST GRADE RINGS MAYBE USED TO ADJUST THE TOP ELEVATION."OR`•A CONDUIT FOR LIGHTCIRCUITING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR ---- --- - - NOTES MINIMUM OF TWO COURSES OF BRICK SHALL BE USED TO ADJUST THE TOP ELEVATION. CEMENT(AC-20)TO EXPOSED SURFACES T. �,, c 4 K• •4, A.CONCRETE SHALL BE OF CLASS 520-C-2500. G.LOCATION AND ELEVATION:WHEN GIVEN ON THE PLANS,THE LOCATION AND THE ELEVATION d d d d d +# d?^ PROPOSED ASPHALT B.ALL GUTTER FLOWUNES SHALL BE WATER TESTED. GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR PRIOR TO PLACEMENT °.. ..t ARE AT THE TOP CENTER OF THE GRATE. > - - : T T PAVEMENT SECTION 2'-0' 2'-8" OF NEW PAVING. C.WEAKENED-PLANS JOINTS SHALL BE CONSTRUCTED AT I2'INTERVALS H.MINIMUM DEPTH:THE MINIMUM DEPTH SHALL BE THE OUTSIDE DIAMETER(O.D.)OFTHE 4•.g Y'�.p Z-�y 4'�y 4'•.4 4 4'• ' SEE DETAIL C20245. EXCEPT THROUGH DRIVEWAY AND ALLEY APRONS. OUTLET PIPE PLUS T. GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR i\ \�f \� '! I. OPENINGS:PIPE OPENINGS SHALL BE THE O.D.OF THE PIPE BEING SUPPLIED PLUS 2'WHEN i I EXISTING PREFABRICATED OR FIELD CUT.THE INTERSTITIAL SPACE SHALL BE FILLED WITH GROUT. GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR AGGREGATE BASE \/ \ \ /� /\/ / AGGREGATE BASE \ COURSE COMPACTED SU13GPADE \ \ \ MATCH EXISTING C202-02 SQUARE CATCH BASIN C202.03 LIGHT POLE AND BASE OR STRUCTURAL FILL RE�ovE CONDITIONS C2O2-1 2 PAINTED TRAFFIC ARROW C202_� CONCRETE V-GUTTER SCALE: 3/8"-1'-U' SCALE: 1/2"=1'-0" EXISTING SCALE: 1"=1" SCALE: NTS BITUMINOUS - . ...- AasougT�_,.idc.PAVING 2'a DATE_. REMOVE EXISTING "��`°�l •n reviewed for adherence lO the TOP COURSE °Les ordinance, Authorization ito is n;ed 10 issue a building Permit Pending NOTES i;Y all applicable NOTES A.BASE COURSE TO CONFORM TO STATE D.O.T.STANDARDS FOR BASE COURSE COMPACTED 1pnwei'cf Ih.S� City a&envies. granting of a permit based on T010O%OFTHEMODIFIED PROCTOR(ASTM D-1557)MAXIMUM DRY DENSITY Ppn�nt or approve Gans shall not be construed to B.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM rotl�.s or or,finnnco. Nololati'n Of the applicable REQUIREMENTS OF THE CURRENT STATE D.O.T.ROADWAY DESIGN CRITERIA authority tho shalt Ue valid, Or cancel the ermit provisions of such C202-10 ASPHALT TRANSITION SCALE: 1"=T-0" MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. 2 Iry rs, 2852 Kelvin Avenue APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 4,v sA YEmy 949.753.7CA 676 T92614 CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE m , r 949.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 P. a wdpartners.mo APN:379-241-057 C202 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 r CIV 11• SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5-4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE �rfOFCAl60 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5/30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 x ` �qi NOTES O 1 APPROX.LOCATION OF 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 OP. REQUIRED.WHERE NOTES. C.PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC,SEE SITE PLAN FOR " CONFIGURATION. MONOLITHIC CONCRETE _ F D.PASSENGER LOADING AREAS SHALL BE PAINT STRIPEDAT 45°ANGLE,EACH&WIDE SIDEWALK AND CONCRETE B \\ F STRIPE AT 24"ON CENTER. CONC. CURB.SEE DETAIL C203-07. 0' p`#' a• 6'-8"TO BOTTOM OF ALL SIGNS PER DETAIL C202-08.CENTER SIGN ON SPACE,NO SIDEWALK - p e FARTHER THAN 5'FROM HEAD OF SPACE. 9.5' O". \\\j " - o CONTROL JOINT o P� D BASE PER SOILS REPORT T / e ASPHALT PAVEMENT AND (CJ)(TYPICAL) — CONCRETE SIDEWALK COP F NO ADJACENT CUB ( ) 2.35" N AND CONCRETE CURB. ISLAND,FLARE ASPHALT BROOM FINISH CONCRETE 0.90' SEE DETAIL C203-07. SIMILAR TO OTHER SIDE. FA FSIGNS.SEE plY'e O O `. SUB%RAD\PER S01 5\E%ITT\ " BUILDING RFW 8' Gnnwwwww DETAILC 0315. CONCRETE CURB DOING LA sCAPE PATTERN PLAN DOME SECTION NOTES RAMP RAMP BOOM SQUARE PATTERN PARALLEL TO DIRECTION OF TRAVEL sx Pxsux.a.o,ma e WCURB DOWN STOP.SEE DETAIL DOWNSIDEWALK INISH NOTES A.SUBGRADE COMPACTION:CRR=12 Dr p -E C203.10. a CO CRETE B.BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO _..._ _. _ -F e x x s _—_ _. A.MATERIAL USED SHALL BE OF VISUAL CONTRAST(LIGHT ONDARK/DARK ON LIGHT)TO THE 100%OF THE MODIFIED PROCTOR(ASTM D-1557)MAXIMUM DRY DENSITY 0 a xs Ms IM x RR14 ADJOINING SURFACE AND SHALL BEAN INTEGRAL PART OF THE WALKING SURFACE. C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM m nn as 0a0oN"O°'°` 6" DEPRESSED CUR 6"TAPER TROWEL b 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" r SYMBOL F JOINT RAMP UP FOLLOWING SURFACES:NATURAL STONE OR STONE COMPOSITE,CERAMIC TILE,DURABLE D.PROVIDE#6 x 18'LONG,SMOOTH DOWELS ATALL EXPANSION JOINTS ACCESSIBILITY 6 •.'` PRECAST CONCRETE SCALES,RIGID OR FLEXIBLE COMPOSITES. E.1:'ELASTOMERIC EXPANSION JOINTS AT 31Y MAXIMUM INTERVALS AND AT ALL RADII AND AT PAN DIN SPACE PER MONOLITHIC C.FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER DRAINAGE STRUCTURES. DETAIL C203-11. CONC CURB AND SPEGRCATIONS. F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI - mGxoxSOCN�U ,e O O SIDE WALK- 6 D.REFER TO ADA ACCESSIBILITY GUIDELINES SECTION 4.29 FOR SPECIFICATIONS AND G.LGHT BROOM FINISH ON ALL SURFACES,ALL RADII TO BE TRUE ARCS. w"wxaxu _M IxmwBIaTNO TYPICg1 E INSTALLATION DETAILS.VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL H.PROVIDE(2)#4 BAR$,10`0'LONG,CENTERED OVER ALL TRENCH CROSSINGS NO LEFT 1. O SEE DETAIL APPLICABLE ADMG SPECIFICATIONS. I. PROVIDE(2)#8 x 2'-8'LONG BARS TO CONNECT EXISTING AND NEW CURBS STANDARDS PER MUTCD. BFa-�,E, x„Dw,:,„�mGN 0 czo3-0T. ,` C203-03 TRUNCATED DOMES C203-0 w CURB AND PAVING SECTION � O VL SCALE: 6"—1'-0" L v �F SCALE: 1"=1'-0" STANDARDS PER MUTCD. Y:"ELASTOMERIC 6X6-W2.9XW2.9 W.W.F. Yz"ELASTOMERIC EXPANSION JOINT AT ALLOW 3'CLEAR SPACE EXPANSION JOINT C203 02 FRONT ENTRANCE TEASED 301ON CENTER FROM ALL EDGES GRADE AT EDGE 17'MIN. - SCALE: NTS PULVERIZED TOPSOIL(TYPICAL SEE SITE PLAN FOR WALK WIDTH TRANSITIONS TO LANDSCAPE AREA)SLOPE T02' VARIES PER BE FLUSH BELOW THE TOP OF SIDEWALK 1/4'TOOLf-000NTROL JOINT,, SHEET C701. HDa D vEHICIES PARKED IN ADJACENT oeSGNAYEO CROSS SLOPE I%MIN., MAX.2%LETTERING ON SIGN ACCESSI—SPACE BROOM FINISH PAVEMENT -•, MUST BE A MINIMUM OF NOT DISPLAYING PREPARED SUBGRADE,COMPACT TO 90% V CONCRETE WALK WITH V IN HEIGHT DISTINGUISHING MAX.DRY DENSITY(ASTM 01557)PROOF 6X6-W1.4 X W1.4 W.W.F. ,r ., T•o-• , PLALM05 CR LICENSE z WHITE TRAFFIC PALM a o- / PlATE61SSUED FOR ROLL PRIOR TO PLACEMENT OF FILL a a/ a a/.e 28' �P- ""yJ d d Aq• rq wrtH PER SPECIFICATIONS - SUBGRADE PER t2" r..ORS DISABILRIEEMAYBE SOIL REPORT 47"am o- •' O—D ExPEx T AT 24'O.C. Towox:L #3 BARS :"y g•. ,+o-V?•:d A q vEHES MAY INSTALL VAPER BARRIER(SEE § 4' EL COMPACTED GRAV \ ° BE NE—IMED BY STRUCTURAL DRAWINGS) a (NO VAPOR BARRIER) TYPICAL SECTION TYPICAL SECTION TEIE—NING(TOD) IN LAWN AREAS I ADJACENT TO DRIVES \ \ 1 BASE PER (4)#5 RE-BAR CONTINUOUS SOIL REPORT SEE BUILDING STRUCTURAL PLANS AROUND PERIMETER ALLOW 3' SITE ENTRANCE SIGN FLOOR SLAB AND/OR SPECIFICATIONS FOR SLAB CLEAR SPACE FROM ALL EDGES) SUBGRADE ° o- THICKNESS,VAPOR BARRIER,CONCRETE III -_j STANDARDS PER CALDAG a ° COMPRESSIVE STRENGIFiAND PER SOIL d REINFORCING REQUIREMENTS 1'-0' 2'-6" 1'-0" NOTES REPORT 4 4,-6, NOTES A.FILL AL JOINTSSMOOTHTH BITUMINOUS INOUSSAT ALL CONSTRUCTIONSEALANT JOINTS B.FILL ALL JOINTS WITH BITUMINOUS SEALANT NOTE o 24'OR AS ORDERED BY THE ENGINEER 1'-0.TO BOTTOM OF WHITE TRAFFIC A.%"SAWCUT OR W TOOLED CONTROL JOINTS AT&4Y O.C. C.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI SIGNPOST.SEE DETAIL C202-07. REMOVE UNSUITABLE MATERIALTO PAINTED ARROW 8-0• PAINT PER B.PLACE PRE-FORMEDYz'EXPANSION JOINT 3V O.C.ALONG ENTIRE LENGTH 0.LIGHT BROOM FINISH ON ALL SURFACES DEPTH ORDERED BY THE ENGINEER L SPECIFICATION C.)V PRE-FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTIONS OF E. PROVIDE%'WIDE x 1Y.'DEEP CONTROL JOINT AT 1Or 47 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 NATIVE SOIL b D.CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IMPROVEMENT PLAN FOR PAD DIMENSIONS AND ORIENTATION. '-DRINI G.AT FACE OF CONCRETE BLOCK WALL,ADD 1/2'EXPANSION JOINT WITH SEALANT. REGULATORY SIGNS BUILDING PAD PREPARATION T � CONCRETE WALK CONC TURN DOWN EDGE C203-01 SCALE: 1/2"=1'-0 203-05 SCALE: NTS �g C203-0/7 SCALE: 1/2"=1'-O" C203-08 SCALE: 1"=V-O" PREPARED SUBGRADE,COMPACT TO 9096 MAXIMUM DRY DENSITY(ASTM 0155 w a IS RETURNED O N CURB SEE SITE PLAN FOR RAMP LENGTH 4'CONCRETE SLAB WITH 6X6- rA O WIAXW1.4 W.W.F.BROOM FINISH CONCRETE WITH SCORES AT 6'ON PROOF ROLLED EXISTING SOIL(EXCEPT IN ROCK OR UNSUITABLE SOIL) w - THRU\—MIN.STROKE pAVAMENT CENTER.PLACE$'EXPANSION JOINT BATTER 8:12 WIDTH=3' ,sg,• -" AT TOP OF RAMP a /\ OVER EXCAVATE SOIL 24'BELOW FOOTING AND INSTALL '� /• / LOW TO NON-EXPENSIVE SOILS IN FILL AREAS INSTALL 4'COMPACTED GRAVEL CONFORMING TO SOILS REPORT.COMPACT TO 95%MAXIMUM § RX DRY DENSITY PER ASTM D7557. NOTE:SEE SITE PLAN FOR i (NO VAPOR BARRIER) n \ LOCATIONS OF'ORIVE ADJACENT PAVING SEE BUILDING STRUCTURAL PLANS AND/OR v 2� THRU RX'LEGENDS SECTION SUBGRADE PER SOILS REPORT SEE DETAIL SLOPE=8.3% SPECIFICATIONS FOR FOOTING DETAILS, TRUNCATED DOMES APPLIED TO 5024)& < e \/\\ CONCRETE COMPRESSIVE STREGTH AND ; _ PAINTED TRAFFIC ARROW 2'-0' FULL WIDTH PER DETAIL C203-03. °J REINFORCING REQUIREMENTS. C 2 0 3 0 6 9a7 SCALE: NTS RETURN CURB TO RE FLUSH WITH 8 d. 3 d. d. C. . d. o• /\/ 10 TOP OF WALK •w, s -BLASE PER SOILS REPOT" -A, �o 9- FOOTING 1'OPENING FOR STEEL PINS;t DIA.STEEL WHITE PAINT PINS SHALL BE 18'LONG.(SEAL TOP WITH FIGURE AND FRAME MASONRY CAULK AFTER PINDIMENSION PER PLAN ` 24'MIN. INSTALLATION .• MIN WIDTH=36' A.SUBGRADE COMPACTION:CBR=12 IN FILL AREAS.PROOF ROLLED BLUE PAINT �•�: B.BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE COURSE COMPACTED TO EXISTING SOILS IN CUT AREAS. "v BACKGROUND DENSITY BETWEEN 95%-100%OF THE SG-BLOW MARSHALL DENSITY. 12'WIDE GROOVED BORDER WITH A' C.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM 14' 15' iq' 15' 14' DIAGRAM GROOVES APPROXIMATELY%'O.C. REQUIREMENTS OF THE CURRENT CALTRANS'CONSTRUCTION AND MATERIAL NOTES SPECIFICATIONS' A.CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE NON-WALKING SURFACE D.PROVIDE#6x 18.LONG,SMOOTH DOWELS AT ALL EXPANSION JOINTS BACKFILL AT 1:1 SLOPE EXTENDING DOWNWARD AND NOTES 6-0' ON EITHER SIDE.ALTERNATE DESIGN INCLUDES FLARED SIDES NOT TO EXCEED 1:10 SLOPE. E.1a'ELASTOMERIC EXPANSION JOINTS AT 30'MAXIMUM INTERVALS AND AT ALL RADII AND AT OUTWARD FROM BOTTOM EDGE OF FOUNDATION B.PER FEDERAL REGULATION 28 CFR PART 36,RAMP TO HAVE MAXIMUM RUNNING SLOPE OF DRAINAGE STRUCTURES. A,SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. F. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI FOOTINGS WITH LOW TO NON-IXPENSNE SOILS INS LIFTS 1:12 AND MAXIMUM CROSS SLOPE OF 1:50IN AS-BUILT CONDITION.SEE GRADING PLAN FOR COMPACTED TO 90%MAXIMUM DRY DENSITY PER ASTM D7557 B.BOTTOM IS SYMBOL FRAMETO A LOCATED 6'FROM ACCESS DRIVE,INTO PARKING SPACE. DESIGN SLOPE AND SPOT ELEVATIONS. G.LIGHT BROOM FINISH ON ALL SURFACES,ALL RADII TO BE TRUE ARCS. C.SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. C.VERIFY SIZE AND STYLE(STRAIGHT,FLARED SIDES,OR BUILT UP)OF RAMP WITH SITE H.PROVIDE(2)#4 BARS,10'-0"LONG-CENTERED OVERALL TRENCH CROSSINGS D.USE WHITE ON BLUE(COLOR#105090IN FEDERAL STANDARD 5952)(2)COATS. IMPROVEMENT P LAN. I. PROVIDE(2)#6 x 2'-6'LONG BARS TO CONNECT EXISTING AND NEW CURBS FOUNDATION PREPARATION SYMBOL OF ACCESSIBILITY CONCRETE CURB STOP ACCESSIBLE CURB RAMP CURB&GUTTER AND PVMNT C203-09 SCALE: NTS C203-11 SCALE: 1/2"=T-O" 203-10 SCALE: 1"=1" C203-12 SCALE: 3/8"=1'-O" C203-13 SCALE: NTS —0.i FAZLKAS&ASSUCIAT ES,U4V lase plans have been reviewetl for adherence to the nhc,.U,e codes and ordinance. AUthori7ation is �eb1 -,ranted to issue a building permit pending .:pprova,by all applicable City agencies. or ie ovah of these plane In.haoll notbemconstsu d to L.r permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. p9 a E Ny 2852 Kelvin Avenue Irvine,CA 92614 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE e` °oc� 949.753.7s7sT CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE 920 ' 949.7s3.7678F PDT PLANNING COMMENTS 1 4.30.2007 aR m wdpartnm.co APN:379-241-057 C203 APN: 379-241-058 81 BUILDING COMMENTS 1 4.30.2007 9 OI �,s SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RICE No. 56915 DATE ZIKAR SARYEDDEAN DATE TEQFCALIF° CM-95-24 16475 LAKESHORE DRIVE(RETAIL) RLE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5 5�301�7 /7/2007 PLAN CHECK: 072 0001.06 -. ,_ ,...v.,�,....,,�..r„�,,,,..�,,...,v,rw..�r'.,"•.,,.v`-••v.�.-••✓-wv�`-,�•„",w�'-�.,'---�rv.••v^.�--�r-v- _v�`�.,r-•e.�-�,�r�'..�,,._.,.o�.,r�-��,.��`-.r-��,..�,.�....�....,�•_`.,,t,.�`�.r' `�.�.,�._v'-,,�,-`�v�._,.�,,-...,,�.,.,�.. ..,w�,,_.,,,�,,.....�..: ..... jK T.O.TREWS 2'-0' 16'-0• PT-1 "RWN WILLIAMS SW'63W HUMBLE GOLD S1UCC0 SM STUCCO OVER SAND TROWEL FINISH STU OVER WOOD WITH SMOOTH PLASTER FINISH 4X72 WOOD BEAM TO PT-2 "AWN WILLIAMS SW6386 NAPERY 1/8"3-COAT EXT,PLASTER OVER WIRE LATH AND(2)LAYERS MR 012W BE OD BEAMTAND LED PT-3 "RUIN WILLIAMS SW6110 STEADY BROWN GRADE"D'PAPER AT WIOOD STUD FRAMING WOOD ROUGH SALLN WOOD TRELLIS,PAINTED AND PRIMED STONE VENEER CMU-1 STONE VENEER WAINSCOT BY ELOORADO OF JOIST YP. SIDE r7� yb'TOP TRACK I , i i I STONE: MANZANITA CLIFFSTONE SX12 WOOD BEAM TO BE b zu I I 1:L 3 �_8 STAINED AND SEALED W/ ' I L� i i 16'0" SIMPSON'CCO COLUMN CAP �__-� ____t_--_ .i _t_t_ �_i________- r 1 �' L M __ +� T.O.TREWSC FLASHING I I I I III � rJ` l i t i t l i 8"WOOD STUDS II II li " II wooD 4 i PT-3 \{/ i t I I i i 11/1 ON I/2' j OVER W METAL STUD \t II t CLASSIC ENGLISH I I I I I I I i WOOD BENCH - II it II 4 na'3lAYER STUCCO Ii III I II ii i � it II ii II II K W,r . ��. 6X6(PRESSURE TREATED II WOOD FRAMED TREWS LUMBER)WOOD POST CMU-1 S'METALSNDS �__ L @ i6"O.0 I El T.O. ' _______r�_ VEENER C204-03 I i ___ I 4'-0"A.F.F---- TYP 4 LOCATIONS LJ �� Ali 3/4'0 MACHINE BOLTS CENTERED IN POST PAD FOOTING SEE 12k12'GRADE BEAM W/(2)M4 TOP _ _ STONE VENEER WITH STONE VENEER WITH DETAILS FOR MORE INFO. AND BOTTOM AND M3 TIES @ 24'O.C. 87cm VENEER OVERGROUT INSTALLATION - ;o OVERGROUT INSTALLATION NP 4 LOCATIONS TIP ALLSIOES _ PER MANUFACTURER'S PER MANUFACTURERS RECOMMENDATION RECOMMENDATION &D Q _ 71 - 8"CONCRETE CURB _ C204-02 0'-0" in I F.F • O • O ' Q fi14'BOTTOM TRACK ' d 3/a 6"TYP. 4'CONCRETE CURB �. &&1/2'PLATE /� TRELLIS PLAN -FRAMING AND FOUNDATION /� /� TRELLIS FRONT ELEVATION z Sa5xl/2'ANGLE C204-01 C /04-0 / PROVIDE DOWELS SCALE: 3/8"=1'-0" L L SCALE: 3/8"=1'-0" GRADE BEAM MPERPLAN. d4 VERT.AND HORIZ.@ 12 O.C. fy rQ T&B TO PAD FOOTING ,k6 ° EACH WAY TYP.SEE STRUCTURAL FOR REBAR LAP LENGTHS a S0.PAD FOOTING W/(5) ......!"".....°..,,,,......•I\.....`1-/\-,./'".._.�✓�/\..-./�....�`'w.. /�.....�'�../`�.-.�''•`r... • ja,., ',I° M4 EA.WAY TOP AND 16'-0° BOTTOM T.O.TRELLIS - wooD 4.0 C PT-3 C204-03 SECTION SCALE: 3/4"=1'-0` J PT-2 �` M r CLA6610 ENGLI614 WOOD BENCH TT Fg2E"E'jMIT SLD S .y KAS 4 AaSOC �,. ES INC C have r n GATE . CMU-i `oar's cr>=y reviewe CP d < ,iNruV �Y all d lU issue rtlinance°'adherence 1 ; 'ssu-/ohcopl9anjonl ya9o0ci Ien i- sP�ermit pandn8 31 Au t-,", o,Or {U��eealnYsvi hatFr of be co based on codes sl all "'"Ile or ante!tha p ne-n fp'i Bch s Of -0I-0'-C" F.F. C204-04 TRELLIS-SIDE ELEVATION SCALE: 3/8"=T-O" PRF.PA EQ BY PA ERS C 2352 Kelvin Avenue MARK REVISIONS A P P R. DATE THESE P S�1AyE BEFDh R.-E E1N�D FIt._C10M�LJ�1N(;�yY1T�,TJiE ,n, wn Rya ~ ,� Sp f°k, Irvine,CA 92614 APPROPRIATE LAWS HAVE BEEN FOUND DACELOPMEE AND/OR CITY AND STATE �e a dd�.c+ MR �n 949.753.7678E CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 ° m /� PC1 PLANNING COMMENTS 1 4.30.2007 a wdpartners.com APN:379-241-057 �j2o4 APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 sf CI 1` SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE TF°FCA11°P CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE. CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5 5/30/07 /7/2007 PLAN CHECK: 072 0001.06 TOTAL NUMBER OF—11-9E VENIFED ON THE LANDSCAPE RMl c_ PLANTING SCHEDULE J IF RAN TOTAL DIFFERS FROM THIS SCHEDULE,THE PUN SHALL GOVERN. • BOTANICALNAME SIZE SYMBOL KEY OTY, COMMON NAME CONDITION COMMENTS LANTANA MONTEVIDENSIS LM � PURPLE TRAILING LANTANA 24'SPR 3 GAL FLOWERING GROUNDCOVER XC 110 XYLOSMA CONGESTUM 30'HT 5 GAL. EIGHT GREEN EVERGREEN SHINY XYLOSMA ' ._. ......_ ... ,�a',n-, ._._.._'-_._...,t.tv Y.a•., _..,_....._.i><rJ v„r.,,. ,�,r : _...._r.. - SEE DETAIL L201.02 0 IV 113 ILEX VOMITORW NANA' 24'HT/SPR CONT COMPACT GLOSSY LEAVES DWARF•`, N HOLLY 14 X3 3 gR Xq SOD 2 - _ DOD A2 I3 3 �2 8 ORIENTAL URSORIENTAUS LJl/v AN LC LM XC O O \_r PO 10 8'-8'HT B&B PYRAMIDAL,SYMMETRICAL. • n D' ORIENTAL ARBORVITAE —_ .D__—'�.n r� ` _ —__ .. __ _ LEUCOPHYLLUM F.'GREEN CLOUD'_N e " D r �..� yy LF 43 30'HT 5 GAL FLOWERING EVERGREEN SHRUB r • r r Dr: i e GREEN CLOUDTIXAS e � SAGE RI 179 RHAPHIOLE1 INDICA 24'HT CONT COMPACT,GLOSSY LEA MR 48 RIGEN$ 30°HT�PR 5GAL ORNAMENTALGRASS � � INDIAN HAWTHORN S .a.. MUHLENBERGIA 1 r 7R' DEER GROSS tl - LM ', ; '' - • - I OF 8 ILLOW OAK 0$ 2'CAL 24'BOX SEE DETAIL L201-01 e OUERCUS PH ELL 6'CLEAR TRUNK KC 1�h�' : r � I ': 3 1dl I 2 p - "TRI IV XC XC XC LM LC RI KP 1 LM - MUL MUL SOD KOELREUTERIA PANICULATA DROUGHT,HEAT,WIND AND 8 7 6 7 40 5 28 6 4 3 8 MUL 7 3 28 17 4 15 1 1 •i KP 10 GOLDENRAIN TREE 2'CAL 24'BOX AIR POLLUTION TOLERANT LM LM LC XC KP LI IV U N KP LM I tl 1 I 3 6 3 17 2 4 6 XC AN 1 4 2 8 1 10 MUL 4 1 $ U D `t ♦/:` ( .I� I• mil I I 10 p LC 17 EVERGREEN ELM 2'CAL 24'BOX nma".�.I )I ULMUS PARVIFOLIA MULTI-STEM MU RI 67 �0 IV 1 LM 1 °° p ,>><\•ice ", '� .; 6I 2 4 --. LAGERSTROEMIA I.'MUSKOGEE' SHOWY SPRING TO FALL FLOWERS M eY U i D tl U 26 CRAPE MYRTLE 2"CAL 24'BOX MULTI-STEM 2 •• i I ° .w LM I 1 q CUPRESSOCYPARIS LEYLANDII HARDY EVERGREEN TREE HT B&B 6'-CL 14 8' p MUL L.. 4 (v; LEYLAND CYPRESS 1 O I p • AN AN AN AN OF q SEASONAL 2 i W AN ANNUALS PEAT POT FLAT/25 TRIANGULAR SPACING 8'O.C. p 36`X38'AND 24`X24'CONCRETE PLANTERS.TO BE FILLED WITH A VARIEN •°I , — °— — gIg ru�^,v'I Rite Aid Pharmacy 5~ O O• OF SEASONALANNUALS.FINAL APPROVAL BY OWNER REPRESENTATIVE. TYPICAL OF 77' 17,272 GROSS SO.FT. o E 1 ., MUL LOCALLY AVAILABLE SHREDDED HARDWOOD MULCH OR APPROVED ALTERNATE o ' 1 9 B A�G P OF, gl MR .,..,,„ 1 DT-0"X 162'-4"EXTERIOR GI U •x r SOD LOCALLY AVAILABLE FINE FESCUE BLEND SEE SOD NOTES. MR 6,105 S.F. 3 SITE AREA 108,064 SQ.FT. �� HAND DUG BED EDGE SEE DETAIL L201-03 25 REGULAR 9'X18'PARKING SPACES 4 1 HANDICAPPED PARKING SPACE xc 1 j a 6,105/250)=25 PARKING SPACES REQUIRED B cv 3 68 REGULAR 9'X18'PARKING SPACES KEYED NOTES !�I b 26 3 HANDICAPPED PARKING SPACES UM -X RI LF LM CL �LF LF MR CL LF - 41 46 ® ^ CL 17,2721250)=69 PARKING SPACES REQUIRED 1'1 n O LANDSCAPE BOLLARD LIGHTING(TYPICALOF8) 2 O 1 - I • �; — — �—._ a.- M C 3 f y � 1 O2 2'HIGH SOIL LANDSCAPE BERM NOT TO EXCEED 3:1 SLOPES I _ +� t0 SOD _ n` �_. � �-�_ � � .4 I, ` O REMOVE EXISTING TREE STUMP LM p O PROPOSED V CMU SCREEN WALL.SEE DETAIL C202-08. �p�e3 4 4 LM O B HIGH SOLID TONGUE AND GROOVE WHITE VINYL FENCE 12 IN LENGTH WITH 5k5'POSTS INSTALLED TO -_ ,,.,.. _ ..,.::..._.. .,: .... LF MANUFACTURERS SPECIFICATIONS SEE DESIGN INTENT PHOTO BELOW 0 S 53°3V E 196.15 MR PO xC 3 XC LC 4 4 5 8 y L 3 TRAN FO MER HAS B N SCREENED 1 1 WITH N $CAPE AND FENCING, 1 U UTIUTIES ARE SCREENED WITH PROPOSED ® 6 6 I WALL AND ADDITIONAL LANDSCAPING. p a` _ MUL MUL; 1 ,.' LM LC FFE=1314,33 cV °.:•�:::: 35 1 1 Al TREE 1319.75 FP a 1 12 BLDG COR 1319.75FP L2P T sD ss ss BLDG COR DS LD BLDG 1 6 S'F 6F„-.:,...r" e'F &P tiF OP.F "R WM p f 1 COR cL c c —s--G— 4 SOD 1 s —GARAGE BLDG e —F —c E CALL BEFORE YOU DIG 1 BLDG COR Raw I CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY COR 611 p I k THE REGIONAL NOTIFICATION CENTER NOT LESS THAN TWO(2)WORKING DAYS NOR MORE THAN L '( �, FOURTEEN 14)CALENDAR DAYS PRIOR TO GARAGE s �, ' L :r � ea 1. aT1. REE 1 EXCAVATION NBLDG N53 '29"W_. 223.24' Dig Alert COR - 4 0 0 20 40 .� w digaled.org N53°OS'28"W 196.15' m SCALE: 1"=20.00' ti1�o ', -aoo-227-2600 44. � g MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. �Q�P F4 2852 Kelvin Avenue Irvine,CA 92614 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE g5 1! 949.753.7676 T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE ' 949.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 —sue APN:379-241-057 L 1 01 wd artnera.com APN: 379-241-058 81 BUILDING COMMENTS 1 4.30.2007 °s SCALE: , 1t BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE r,TFOFCPLIF 20 CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.207007 5/30/07 GRADING PERMIT 2 5. CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 0.2 (:.'. .._ c;•, -._-E Ja„ -_ rkse„ ---.-.-��w„ ___._ _Ps.a STRIPPING - - --- ----- )' - ._- --- -- - -- -- - -- ---- 3$L-20 ZONE SCHEDULE PIPE & CONTROLS LEGEND 'Y;f77 471 rlVl ._._. —--... -._— —._-- _-_..-____ _- _--—.--.. —_ - 12 S.IRRIGATION CONTROLLER IN MECHANICAL ROOM. P- ® TOTAL TOTAL O HUNTER MODEL#ICC-000-PL WITH PLASTIC CABINET. Tom" 7SPB ZONE TOTAL FLOW HEADS HEADS M IRRIGATION METER LOCATED IN MECHANICAL AREA, 1. 01 4.27 G.P.M. SEE CHART DRIP O COORDINATE WITH UIUTY PLAN. rafAar Cx 10 wwer ---Ex la wm.", ---Ex 10 wares ----Fa ra wirer -•--b ru wore, -- --La m W.I. -� -U ru wmm ---Ex icy w9w, --- ---Pk ro wall, - --E.m wm°, ----Ek ro'wmer ---e,ry ware, �-- B 1'BACKFLOW PREVENTER LOCATED IN MECHANICAL AREA. WDPOST D2 4.43 G.P.M. SEE CHART DRIP O COORDINATE WITH UIUTY PLAN. TS 6 H/GFl Q D3 4.08 G.P.M. SEE CHART DRIP " ""••' c 'ti,r `""f "'" , """"TYj �7YC';OE2„ D4 4.08 G.P.M. SEE CHART DRIP O DIIND ANDSCREET RAIN ION OR BYCLEAR HUNTER.CONTRACTOR TO MOUNT IN NP.OF 15 0 , n TYP.OF 4 NP.OF 3 e DISCREET LOCATION CLEAR OF OBSTRUCTIONS. N 53 355 140 6.31 - ----- -- -- -- -_- --- - FH f Ds fist G.P M. SEE CHART DRIP E '' ' ° • 1 fi 64 G.P.M. 21 TURF RAIN-BIRD XBS BLACK STRIPE DRIP DISTRIBUTION LINE.OUTSIDE DIAMETER= TSPB .--_ -- - -- .--- ,•o -,-1 ° - .705'(18 min),INSIDE DIAMETER-.625'(15.6 M)SEE CHART FOR TOTAL e__. °, 2 7.50 G.P.M. 30 THE TURF ER -"T ... .. ....' ,..-, ..•• '. o � I ' � 3 6.OD G.P.M. 15 TURF EMMTERS REQUIRED. ` r..i°•w,r.. °4,rr rr, r rr,, ..`,rr r,G.r,Y.i.firM.r�ii•.i r'r rr.Pyr`r.,r .,,.er.r-*ter r.r'r 'il.� -. NETARM TECHUNE CV DRIP LINE TUBING WITH.6 GPH EMITTERS@ 18' •.+ - 1 4 8.00 G.P.M. 32 TREE BUBBLER NE♦ '�_ � -• 'Y "r` tN 5 7.50 G.P.M. 30 TREE BUBBLER2'PVC SCHO 40 PVC °: `'� r �•�.• „_"• ;, *`�, ..''• T -F"Y91.:,,rt '"�`r"+ 1° 8.80 G.P.M. 19 TURF LOCATION ON PLAN IS SCHEMAIC.LI �Y .:Ar '".arr(; .... 1 . ,w+iv,'' ' 't, K 7SF'li I � t 4 ri r,'a � x � ��:u'.. �. k, ; .* �i ,�., r ►�'� k ��.� fi,�f•.� �;+sR,^ � fii•�i•''R __ 1'SDR-PRESSURE RATED FLEXIBLE POLYETHYLENE �. nJn 7 6.18 G.P.M. 20 TURF OR RIDGID CLASS 200 PVC. _ - - -- jCk j� r M' c n _ _ k ,.,. 7. •'M T..: 1t-. - , 1. , 4'DIAMETER SCHEDULE 40 PVC IRRIGATION SLEEVE. . „ C "' • ,. ;F GENERAL CONTRACTOR TO INSTALL AND FLAG ENDS. + # °°• �� l,.< x 1•ELECTRIC REMOTE CONTROL VALVE. S. EMITTER SCHEDULE O VELECTHUNTER IC REMOTE CONTROL VA •,,., ,s.,d"w...,M` + w,.•�v.,, • 1 ® H ELECTRIC REMOTE CONTROL VALVE ii} ".••,:✓'"`"""Y HUNTER MODEL#PCZ-101 DRIP CONTROL ZONE KIT. <= - • FOR GRAPHIC CLARITY NO EMITTERS HAVE BEEN SHOWN, 1 ,W} -- • 1 VERIFY EMITTER COUNT WITH PLANING SCHOULE. NOTE RAINBIRD MODEL(MCDFCAP)MANUAL FLUSH CAP TO BE INSTALLED IN RAINBIRD MODEL(SEB-BX)SUBTERRANEAN EMITTER BOX ON THE END Irk, 1 1 GALLON 1 GPH RUN OF ALL DRIP LINES. l ` I '' I' ._-_ -�,y., I •I 1 5 GALLON 2 GPH P. F 15 GALLON 3 GPH 4 GPH FIE ` ® ® - 1 3u e00x SGPH IRRIGATION HEAD LEGEND d ,� B ` 36'BOX 6 GPH ALL LAWN HEADS TO BE INSTALLED USING MP ROTATOR NOZZLES BY WALLA nd LLi1 42'BOX 6 GPH WALLA SPRINKLER COMPANY(509)525-7660.LOCATE A DISTRIBUTOR AT ,;.,,.; ; ..r.. -f.:. •.:• ,.A. h, ION OU 1 48•BOX 8 GPH ANGLE.ADDITIONAL 1 AIBC X 1 . � ���, MPROTATOR.COM.SEE PLAN FOR RADIUS AND THROW ' •,I' 1 ✓:., h �"` .?\'! n i W- ___ _ .. _- _- 1 80'BOX 8 GPH MATERIALS(CONTROL VALVES,HEADS,MAINLINE,LATERALS,ETC.)MAY BE 1 1 , �� `'�" `� �•, �` r ,.I,_ ') - i REQUIRED IF CONTRACTOR PROPOSES ALTERNATIVE NOZZLES DUE TO ,., Y, \ , INCREASED G.P.M. 6"POP-UP USED PRIMARILY IN LAWNS. lTn I 1 I / PRODUCTS PROVIDED BY RAINBIRD THAT ARE OF EQUAL OR SUPERIOR I HUNTER INSTITUTIONAL SPRAY WITH CHECK VALVE.MODEL#INST-06. QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. 0 1 RAINBIRD RWS-BG ROOT WATERING SYSTEM.(.25)G.P.M.1401 INTERNAL I 1: 1 K y I °• 1 BUBBLER. IRRIGATION MAIN LINE IS SHOWN SCHEMATICALLY FOR CLARITY. - SPRAY THROW RADIUS / (-)=SEE SPRAY PATTERN BELOW 41 1 -` c z C l 1" MAIN LINE TO BE LOCATED IN GREENSPACE AT DISCRETION OF IRRIGATION _ -_ - m 1 CONTRACTOR. - I (-)=SEE RADIUS ABOVE / SPRAY PATTERN ANGLE MODEL PCN-50 BUBBLER BY HUNTER. RATE).INSTALL Rite Aid Pharmacy ON HUNTER INSTITIJIONAL SPRAY WITH CHECK VALVE.MODEL#INST-04. 17.272 GROSS SQ.FT. - 1 = * B AIDL S P 10T-0"X 162'-4"EXTERIOR r. '' SITE AREA 108,064 SQ.Fr. GENERAL NOTES 6,105 S.F. , � � r�' 1 ( '1 A.PRIOR TO ANY EXCAVATION AT THE SITE,CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE 25 REGULAR 97(18'PARKING SPACES OWNER AND/OR LANDSCAPE ARCHITECT AND CONSULT WITH OWNERS REPRESENTATIVE AND UTILITY COMPANY'S 3 1 1 HANDICAPPED PARKING SPACE REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS.NO COMPENSATION WILL BE GRANTED FOR Iy 16,105/250)=25 PARKING SPACES REQUIRED 68 REGULAR 9'X18'PARKING SPACES c� FAILURE TO COMPLY WITH THIS REQUIREMENT. SPACES 3 HANDICAPPED PARKING SPA k r {�1• 1 B.IRRIGATION PLAN SHOWN IS SCHEMATIC WITH PROPOSED LOCATIONS OF SPRINKLER HEADS.IRRIGATION CONTRACTOR IS TO 17,2721250)=69 PARKING SPACES REQUIRED / SUBMIT SHOP DRAWINGS SHOWING ALL VALVES,HEADS,PUMPS AND LINES SIZES TO OWNER PRIOR TO INSTALLATION. i L,lllla I tr T u v n\ y I C.THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS PLANTED ON PLANTING PLAN(S). D.IRRIGATION CONTRACTOR SHALL MAKE ANY FIELD CHANGES IN THE SYSTEM NECESSARY TO MAKE THE SYSTEM PERFORM AS _ -++ SPECIFIED.THIS INCLUDES ADDING HEADS TO PROVIDE THE REQUIRED HEAD TO HEAD COVERAGE. •tid - "'�' `'•x~ "r�' Q�'` { E. IRRIGATION CONTRACTOR TO VERIFY ALL WATER PRESSURES. »:.. ....�.. :..,,, r S 53 3'0"E-196.1 F. IRRIGATION CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS TO THE OWNER PRIOR TO RIVAL ACCEPTANCE. Y1 G.IRRIGATION CONTROLLER AND PROGRAMMING TO BE PROVIDED BY IRRIGATION CONTRACTOR. 1 I 1 Z, J H.CONTRACTOR TO VERIFY LOCATION AND OPERATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. I. BEDUNES SHALL BE ESTABLISHED BY THE LANDSCAPE CONTRACTOR PRIOR TO THE INSTALLATION OF THE IRRIGATION 1 A0VV4UVHd g {, 1 SYSTEM. InUHi Afta XH .,,yl 0 QADI p J.THE IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL BEFORE PLANT INSTALLATION MAY BEGIN. N 1^ %~ - __- ZONE' !:, K.SEE DETAIL L201-W THRU L201.07 FOR INSTALLATION DETAILS OF IRRIGATION SYSTEM. I a L.ALL SLEEVES UNDER WALKS AND DRIVES SHALL BE 4'DIA.SCHEDULE 40 PVC AT 20'DEPTH BELOW PAVEMENT SUBGRADE, TREE ^ f(# °L°•b, -__ - - - - S•. 1319.75FP �, INSTALLED BY GENERAL CONTRACTOR.GENERAL CONTRACTOR TO FLAG ENDS OF SLEEVES.�,�: �, YI fit} BLDG CDR 1319.75 FP z 1_ M.ALL CONTROL WIRE TO BE RUN WITH PIPE AS INSTALLED.CONTROL WIRE SHALL BE DIRECT BURIAL SOLID COPPER MIN. )1 a:^' I O GAUGE#14 U.F.(#12 U.F.RUNS OVER 2000 LF).COMMON GROUNDWIRE TO BE WHITE MIN.GAUGE#12 U.F..PROVIDE BLDG CDR fin.,j .•3"DS w I � SEPARATE GROUND WIRE FOR EACH IRRIGATION CONTROLLER.ALL ELECTRICAL CONNECTIONS SHALL BE WATER PROOF. EXISTING N.ALL DEBRIS SPILLED IN ANY ADJACENT R.O.W.AND OR ADJOINING PROPERTIES SHALL BE CLEANED UP BY THE CONTRACTOR. w1M BUILDING BLDG 1 �- '$ .. CDR 1 NP.OF 13 �L 0.IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL REQUIREMENTS, 1 EEE--- GARAGE BLDG 1 BLDG CDR - CDR 1 —i 1-- j 1L lS•" 7i- Ls x�1 r.7'- �-- 7 � � w. 11 :..<r`- 1 CALL BEFORE YOU DIG 1 GARAGE h r' r� F CALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY ESS �X TREE 7-�Lp -...._.. _.. ............ 5S-0�I'Z9° :.,._ _:..._,.. ..: ..:. ,_. -..,.. THANETWON WOR IG DAAYS NOR MOR TLHAN 1SIGN BLDG FOURTEEN(14)CALENDAR DAYS PRIOR TO 0 10 20 40 EXCAVATION COR �—1 I —r �� r-� �-1 r- -I . SCALE: 1"=20.00' �`�ti Dig Alert vaew.digned.org 1-800-227-2600 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. NP Fq 2852 Kelvin Avenue �O 9c Irvine,CA 92614 SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE g`' ' ?x 949.753.7676T CITY OF LAKE ELSINORE FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE y ' 949.753.7678E PC1 PLANNING COMMENTS 1 4.30.2007 — APN:379-241-057 L 102 wtlPanners.com APN: 379-241-058 B1 BUILDING COMMENTS 1 4.30.2007 � SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE •fir#TFOFOPI(QOP�`P. CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32' LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5l30l07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 PC2 PLANNING COMMENTS 2 5.30.2007 L IVELINSU H ALL MANNER AN KEN D PLANTING NOTES SOD NOTES --SELECTIVELY THENATURA SUCH OF THE flAS TO MAINTAIN IIGG THE NATURAL FORM OF THE TREE. A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL SIT L PREPARATION: 2'z 2k 6'HARDWOOD STAKES(2)PER TREE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER.ALL PLANTS SHALL BE ALIVE AND AT A A. SITE TO BE FINE GRADED BEFORE PERMANENT SEEDING OR SODDING. PERPENDICULAR TO PREVAILING WINDS IN PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD, UNDISTURBED SOIL ATTACH WITH ELASTIC OR INSTALLATION:AFTER INSTALLATION EACH PLANT SPADE DUG V EARTH B. PRIOR TO INSTALLATION,THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, B. SOIL SHALL BE LOOSENED TO A DEPTH OF(4)INCHES BY DISCING,RAKING, POLYETHYLENE WOVEN GUYS,TIE ONE PLASTIC SHALL BE INSPECTED AND PRUNED AS NEEDED TO MULCH,SEE PLANTING NOTE. EDGE 3•TO 4-DEEP, GENERAL SITE CONDITIONS,VERIFY ELEVATIONS,UTIUTY LOCATIONS,IRRIGATION,APPROVE ROTOTILLING OR OTHER ACCEPTABLE MEANS.AND RAKED SMOOTH AND FREE OF FLAG TO EACH GUY. REMOVE MINOR DEAD OR DAMAGED PORTIONS. 3'TO 4'WIDE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER ROOTS AND STONES OVER V DIAMETER. MULCH SEE PLANING NOTES. WHICH THE WORK IS TO BE DONE.HE SHALL NOTIFY GENERAL CONTRACTOR OF ANY CONSTRUCT EARTH SAUCER WITH W HIGH BERM. WEED MESH WITH PRE-EMERGENT WN OR UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS C. PROVIDE SOIL PH TESTING.ADJUST THE PH RANGE OF SOILS THAT ARE FLOOD TWICE DURING FIRST 24 HOURS.MULCH, HERBICIDE APPLIED AT PRODUCT GROUNDCOVER AREA HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. SEE PLANTING NOTES. REMOVE BURLAP AND TWINE OR CONTAINER FROM SPECIFIED RATE PRE-EMERGENT NOT USED C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, INCORPORATE RAW GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE TOP 1/3 OF ROOT HALL. SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT UNIFORMLY AT THE RATE SPECIFIED BY THE MANUFACTURER. /\ \ -TOP OF ROOT BALLTO BE V T03'HIGHERTHAN % �\ _ ESTABLISHMENT,SURVIVAL OR GUARANTEE,HE SHALL NOTIFY THE LANDSCAPE ARCHITECT SURROUNDING GRADE.CUT TWINE AND PULL \/ \ /'4 MOUND OF TOPSOIL MIXTURE TAMPED FIRM OVER �_�� _ OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. SOD INSTALLATION: /\\ ' \ BURLAP BACK ON TOP 1/3 OF ROOT BALL. \\ TC UNDISTURBED SOIL TO PREVENT SETTLEMENT. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK,BY THE PRODUCERS INTERNATIONAL,GUIDELINE SPECIFICATIONS,CURRENT EDITION. / ROOT BALL TO SIT ON UNDISTURBED SOIL WITH \\/\�\\\ \\\�\\/\\\\\/\\/\\/\ / / AMERICAN ASSOCIATION OF NURSERYMEN,ANSI Z60.1-2004.ALL PLANTS SHALL EQUAL OR REMAINDER OF HOLE TO BE EXCAVATED AN EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE NOT BROKEN AODRIONAL6INCHES. / \ / / / / / / /\\ /\ E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM I WIDTH OF \ \ \ /\ LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE.SUBSTITUTED MATERIAL SHALL BE ER STRETCHED.SOD SHALL. FREE OF TWITCH.SODDING IS TOBE DONE O I WIDTH 17 \ / THE NEAREST EQUIVALENT SIZE,CONDITION AND GROWTH HABIT HAVING THE SAME ARRIVAL AT THE OR EARLY-FALL.SOD SHALL BE INSTALLED WITHIN 24 HOURS OF MIN OF BALL MIN BALL \ Y ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. ARRIVAL AT 1HE SITE. /\' /\ /�y F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED INSTALLATION NOTES INSTALLATION NOTES \ PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS.THE LANDSCAPE JOINTS.ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SWILL BE A.EXCAVATION TO BE THE DEPTH OF ROOT BALL+4".BACKFILL WITH PREPARED TOPSOIL: / / \ CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS STAKED. A.BACKFILL WITH PREPARED TOPSOIL:SEE PLANTING NOTES.PROVIDE COMMERCIAL SEE PLANTING NOTES.PROVIDE COMMERCIAL FERTILIZER,APPLY PER MANUFACTURERS \ / \\/�\// RECOMMENDED BY SOIL TEST, FERTILIZER,APPLY PER MANUFACTURERS DIRECTIONS.PLACE SACKFUL IN 8'LAYERS. DIRECTIONS. / / G. IN AREAS OF INDIGENOUS HEAVY CLAY SOILS PERCOLATION TEST SHALL BE PERFORMED. D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY B.CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY7 AND 1 WIDER(ALL SIDES)THAN B.CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 8'WIDER(ALL SIDES)THAN THE SOIL DRAINAGE AMENDMENTS AND/OR DRAINAGE STRUCTURES SHALL BE INSTALLED IN MANUFACTURER.CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. THE DIAMETER OF THE ROOT BALL 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 C.REMOVE ALL TAGS AND NYLON TWINE. REPORT. MAINTENANCE: H. ALL PLANING BEDS TO RECEIVE S'MIN.OF PREPARED BACK FILL MIX.ALL INDIVIDUALLY A. WATER INCH MIN.WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATION BEGIN DECIDUOUS TREE PLANTING //� SHRUB PLANTING fS� PLANTING BED EDGING PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX, IRRIGATION.SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED OR L 2 01 �O 1 SCALE: NONE L2 0 1 -02 SCALE: NONE L 2 01 .0 V SCALE: NONE PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE,CONSISTING OF ONE PART SEEDED AREA MOIST, 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 B. CONTINUED MAINTENANCE(MOWING,FERTILIZATION,WEEDING,ECT.)OF THE SINGLE•OUTLET EMITTER:RAIN BIRD INSTALL XERI-BUG EMITTER OR AND LARGER,SOIL AMENDMENT:SPHAGNUM PEAT MOSS OR EPA RATED CLASS IV COMPOST. SODDED OR SEEDED AREA SHOULD BE PROVIDED BY A PROFESSIONAL FINISH GRADE 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 OITf AND FLOWS, APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. LANDSCAPE MAINTENANCE CONTRACTOR. PVC SCH 40 ELL SINGLE G EMITTER EMITTER:RAIN BIRD /�p� BIRD DBG025 (TYPICAL) J. BED EDGE SHALL BE SMOOTH,CONSISTENT,HAND TRENCHED 3•TO 4'INCHES DEEP,AND'V' 30-INCH LENGTH OF WIRE,COILED %ERA-BUG EMITTER XB-XXPC-10-32 OR �1 SHAPED.ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE BED EDGE AND PRESSURE-COMPENSATING MODULE1/4-INCH TUBING STAKE: PLANTING BED. WATERPROOF CONNECTION PGXX.10-32 WITH PC DIFFUSER CAP INSIDE VIEW OF%ERI•BIRD 8 RAIN BIRD T5 5 K. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID 6-OUTLET DISTRIBUTION SUBTERRANEAN EMITTER UTILITIES.FINISHED PLANTING BEDS SHALL BE GRADEDTO PROVIDE POSITIVE DRAINAGE MANIFOLD:RAIN BIRD EMT-6%ERI 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. 2 POLYFLEX RISER: RAIN BIRD PFR-12 M. TREES SHALL BE PLACED A MINIMUM OF 3'FROM SIDEWALKS,CURBS OR FIRE HYDRANTS. VALVE BOX WITH COVER (LENGTH AS REQUIRED) MULTI-OUTLET EMISSION DEVICE N. PLANTINGS AT THE ENO OF PARKING SPACES SHALL BE SET BACK MINIMUM OF 3'FROM RAIN 11 n FACE OF CURB. TOP OF MULCH - FINISH GRADERD -BIRDS%80410 PVC SCH 80 CLOSE NIPPLE FINISH GRADE O. PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR PVC SCH 40 MALE ADAPTER FINISH GRADE COMMERCIAL TREE/SHRUB FERTILIZER.RATE PER MANUFACTURER'S INSTRUCTIONS. LATERAL PIPE 1/4-INCH TUBING:POLYETHYLENE FERTIUZER TO BE MIXED WITH BACK TILL PREVIOUSLY DESCRIBED.FERTILIZER TABLETS ARE •e•- -::e••.: DISTRIBUTION TUBING 1/4-INCH TUBING:POLYETHYLENE NOTACCEPTABLE. PVC SCH 80 UNION FOR SERVICING DISTRIBUTION TUBING P. PLANTING BEDS SHALL BE COVERED WITH PRE-EMERGENT HERBICIDE APPLIED AT PRODUCT '1'+i°a+'1 •p" ASSEMBLY FIE)(RISER STAKE:RAIN BIRD RAIN BIRD PT-025 SPECIFIED RATE UNLESS OTHERWISE NOTED. BRICK(1 OF 4) RS-0251 \ 0. ALL PLANTING BEDS SHALL BE COVERED WITH MESH WEED BARRIER.IMPERVIOUS PLASTIC IS SUBTERRANEAN EMITTER BOX: RAIN 3.0-INCH MINIMUM DEPTH OF BIRD SEB-8X js XERI-POP XP-BOOX R. MULCH SPECIFIED PLANTING BEDS WITH DISEASE AND PEST FREE MULCH OF UNIFORM PVC SCH 80 NIPPLE(LENGTH 314-INCH WASHED GRAVEL PRESSURE p REGULATOR: RAIN BIRD PRESSURE REGULATOR:RAIN COLOR WITH AN AVERAGE APPLIED THICKNESS OF 2'T03.R SHALL BE FREE OF TWIGS, AS REQUIRED,1 OF 2) CONTROL ZONE KIT:HUNTER LATEWIL P PE BIRD PRS-050-30 LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS.SEE LANDSCAPE PLAN. PVC SCH 80 NIPPLE(2-INCH LENGTH, PCZ 101 LATERAL P ® CLOSE NIPPLE S. WITHIN CONTRACT LIMITS,SEED OR SOD ALL AREAS NOT COVERED BY PAVING,BUILDINGS HIDDEN)AND PVC SCH 40 ELL •+e••c •••e••:e••, CLOSE NIPPLE LATERAL PIPE OR PLANTING BEDS UNLESS OTHERWISE NOTED.SODDING SHALL NOT BEGIN UNTIL AREA TEE OR ELL d4••d r••d r+d r•• TEE OR ELL HAS RECEIVED A FINISHED GRADE, PVC SCH 40 TEE OR ELL i+d 4••d •d 4•• + 3-INCH MIN.DEPTH OF 3/4-INCH 3-INCH •:?e•:¢e•:Re •{e••. T. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS PVC MANUNE •:fe•:!s••-. •:!e a•• WASHED GRAVEL 4+d 4ti J Sti•q eti.°t i.:v�?. 314-NCH WASHED GRAVEL (EXISTING OR PROPOSED)UNTIL SITE TURNOVER. 114-INCH TUBING STAKE: RAIN hl� 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. DRIP ZONE CONT_ROLL 6 OUTLET MANIFOLD XERI-BIRD 8 IN VALVE BOX V' LANDSCAPING TO COMPLY WITH ALL APPUCABLE GOVERNING REGULATIONS. L201 -04 SCALE: NONE L201 -05 SCALE: NONE L201 -06 SCALE: NONE MECHANICAL ROM WIRELESS RAIN CHECK IRRIGATION WEATHER SENSOR CONTROLLER O (SEE IRRIGATION 11� ° °SCHEDULE FOR TYPE) 2' JUNCTION BOX FREE OF ROCKS AND ORGANICS. EDGE OF PA BACKFILL WITH CLEAN SOIL MIN. NOZZLE AS REQUIRED.SEE PAVING OR °o>° ° °o>° ° IRRIGATION SCHEDULE FOR ELEC.CONDUIT TAMP EVERY 4.OF LIFT 4, DESIRED RADIUS. (120V PWR.IN) ° PLASTIC VALVE BOX WITH MIN. FACE OF WALL ° ° ° NOZZLE AS REQUIRED.SEE ELEC.CONDUIT CONTROL VALVE EXTENSIONS IF NECESSARY ° IRRIGATION SCHEDULE FOR (24V PAIR.OUT) (SIZE PER IRRIGATION INSTALL VALVE BOX V ABOVE NOZZLE AS REQUIRED.SEE DESIRED RADIUS. GROUND VALVE BOX SCHEDULE) SET HEAD FLUSH WITH ROD QUICK COUPLING FINISH GRADE IN TURF AND 2'IN IRRIGATION SCHEDULE FOR ° ° ° ° FINISH GRADE VALVE SHRUBAREAS DESIRED RADIUS. maw /\\/ \\//i\ ./\\ /\ /\/\/\\/ \// / / / :HARDSC4PE•: i. _ / `SET HEAD FLUSH WITH\ \ "\\/ ": '.. \/a\/a\i\ \ \ \ �j LP3iGE AF IE i GRADE \/',STREET \ \\ / \!FINISH GRADE / / -{ / \FINISH GRADE \, TAT E BOX \ /� \v �v.�vnvA \ /TY\+ \ /\ .\ \TURF ROTOR/\/ VALVE BOX ELLS PVC ELL, i FINISH GRADE/ \ 4'TURF POP-UP SPRAY SET HEAD FLUSH WRH / MALE BARBED ELBOW /\�`I/�11 Z HEAD FINISH GRADE 14/1 DIRECT BURl4L ''STREET N >�\^� \�$ \ r�/��/��n�/��/��/" LATERAL LINE WTIH TEE WIRE INSTALLED IN ELL 1'SCH80 NIPPLE •6 ° 4,PEA \ m \ SCHEDULE 40 to SWING p PE(MIN.1 Z RBED LONG 12'SHRUB POP-UP OR ELL °t f V ° SWING PIPE :t4 CONDUITORUNDER (LENGTH AS REQUIRED) °°r8° �•°•^°° SLEEVE �— ( ) SPRAYHEAD k,°° ^.�'•° °/`t (MIN.12"LONG) MAINLINE mod' ® ;.8°;:• _ GRAVEL BABE °. 8° :.8 :•g 'r `� PVC TEE };�ri i°.e. •°°e••°° \/ \ LATERAL LINE WITH EBARBED ELBOW MALE BARBED ELBOW MALE BARBED a•-.�80 •••a LATERAL LINE TO POINT OF CONNECTION.SEE ELECTRICAL CONDUIT / TEE OR ELL ELBOW �•. °, 1,°:.°;C::=°:Ly' WITH TEE OR ELL IRRIGATION PLAN FOR METER AND BRICKS OR TREATED&4 BLOCKS SHALL BE PLACED MAINLINE WITH PVC MAINUNE �j\ \ MAINLINE SWING PIPE(MIN.12'LONG) MAINLINE MALE BARBED ELBOW BACKFLOW TYPE AND LOCATION. UNDER OPPOSITE CORNERS TO PREVENT SMUNG / USE CODE DEPTHS \/ TEE OR ELL `�IF GREATER \ SLEEVING TYPICALLY PROVIDED BY GENERAL CONTRACTOR. 1,Yz'COPPER IRRIGATION WATER LINE SIZE BRASS GATE VALVE AS REQUIRED FOR MAINTENANCE /� �� /v✓ IRRIGATION CONTRACTOR TO VERIFY LOCATION AND SERVICE LINE AND REPAIR.TRANSITION FROM COPPER TO PVC COMMON WIRE FROM CONDITION,INSTALL ADDITIONAL SLEEVING IF REQUIRED ROTOR ZONE. CONTROLLER TO VALVE WIRE FROM NO POP-UP HEADS LOCATED L201 -07 IRRIGATION SYSTEM SCHEMATIC ELECTRIC CONTROL VALVE CONTROLLER LAWN ZONE BEOZONEWIE LATERAL SCALE: NONE AND ON TO NEXT VALVE MARK REVISIONS A P P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: WD PARTNERS, INC. �p�P Eg9Z 2852 Keelvin92A6ve4nue APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE r" yid, 949.753.7676T CITY OF LAKE ELSINORE SHEET FIRST SUBMITTAL 3.19.2007 LAWS AND HAVE BEEN FOUND ACCEPTABLE y / Y 949.753.7678F PC1 PLANNING COMMENTS 1 4.30.2007 � rtne sdpartners.com APN: 379-241-058 APN:379-241-057 L201 w B1 BUILDING COMMENTS 1 4.30.2007 SCALE: BENCH MARK: 16491 LAKESHORE DRIVE (RITE AID) 1 CHANGE BULLETIN 5.4.2007 KEN A. SEUMALO, RCE No. 56915 DATE ZIKAR SARYEDDEAN DATE •��qTE OF CAUpOQ�\P• CM-95-24 16475 LAKESHORE DRIVE (RETAIL) FILE No. GRADING PERMIT 2 5.8.2007 CITY ENGINEER ELEVATION 1317.32" LAKE ELSINORE, CA 92530 PC2 PLANNING COMMENTS 2 5.30.2007 CITY OF LAKE ELSINORE R.C.E. NO. 65838, EXP. 12/13/07 5l30/07 DATE: 5/7/2007 PLAN CHECK: 072 0001.06 7 8 9 10 11 12 73 14 15 16 METAL ROOF DECK: EPDXY ANCHORS: CONCRETE: GOVERNING CODE:2001 CALIFORNIA BUILDING CODE: 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE 1. EPDXY ANCHORING SHALL BE COMPLETED USING ONE OF THE FOLLOWING PRODUCTS: 1. THE GEOTECHNICAL ENGINEERING REPORT INDICATES THAT THE SOILS ON-SITE HAVE A NEGLIGIBLE 1. DEAD LOADS(MAIN BUILDING ROOF) / 'SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK'(CURRENT EDITION). HIT HY-150 WITH HAS ROD ANCHOR SYSTEM BY HILTI,INC.(ICBO REP.#5193) SULFATE EXPOSURE.WHERE IMPORTED FILL OR BASE MATERIALS ARE IN CONTACT WITH CONCRETE, MEMBRANE(UNBALLASTED) =1.0 PSF M 2. METAL ROOF DECK SHALL BE CONFIGURATION,DEPTH AND MINIMUM GAUGE AS SHOWN ON THE HIT HY-150 WITH TZ ROD ANCHOR SYSTEM BY HILTI,INC.(ICBO REP.#5942) THE SULFATE CONTENT AND EXPOSURE OF THESE MATERIALS SHALL BE ACQUIRED BY TEST.SUBMIT INSULATION =3.0 PSF M partn"ers DRAWINGS.ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL BE AS SHOWN ON THE DRAWINGS, SET ADHESIVE SYSTEMS BY SIMPSON STRONG-TIE(ICBO REP.#5279) ALL TEST RESULTS WITH CONCRETE MIX DESIGNS.FAILURE TO PROVIDE SUPPORTING TEST RESULTS COLLATERAL ALLOWANCE =5.0 PSF SEE ROOF PLAN NOTES. CIA-GEL 7000 EPDXY BY COVERT OPERATIONS,INC.(ICBO REP.#4846) FROM AN ACCREDITED TESTING LABORATORY WILL REQUIRE THE CONCRETE MIX TO BE PROPORTIONED METAL DECK =2.2 PSF 3. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK,SEE 5003-K11 FOR EXCEPTION. 2. ANCHORS RODS USED FOR EPDXY ANCHORING SHALL BE THE TYPE SPECIFIED IN THE REFERENCED FOR VERY SEVERE SULFATE EXPOSURE AT NO ADDITIONAL COST TO RITE AID OR DELAY IN THE JOISTS =2.0 PSF 2852 Kelvin Avenue 4. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS.DECK WITH A ICBO REPORT.THE ANCHOR SIZE SHALL BE AS INDICATED ON THE PLANS.THE ANCHOR ROD PROJECT SCHEDULE. GIRDERS =1.0 PSF Irvine,CA 92614 THICKNESS OF 20G OR LESS SHALL BE CONTINUOUS FOR A MINIMUM OF TWO SPANS ADJACENT TO EMBEDMENT SHALL BE 8 DIAMETERS U.N.O.. 2. CONCRETE SHALL BE PROPORTIONED TO MEET THE PROJECT SPECIFICATIONS AND THE MINIMUM MECHANICAL AND ELECTRIAL =2.5 PSF 949.753.7676 T JOIST BAYS WITH ROOF OPENINGS. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S CRITERIA ESTABLISHED IN THE FOLLOWING TABLE BASED ON THE SULFATE EXPOSURE FROM ANY FIRE PROTECTION =1.8 PSF 949.753.7678 F 5. DECK ENDS SHALL BE LAPPED A MINIMUM OF 2".BUTTED ENDS ARE NOT PERMITTED. RECOMMENDATIONS AND THE CURRENT ICBO REPORT. ADJACENT SOILS OR FILL MATERIALS. CEILING =1.0 PSF 6. E60XX WELDING ELECTRODES SHALL BE USED WHEN WELDING METAL ROOF DECK. 4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH BUILDING CODE AND IN ACCORDANCE MINIMUM 28 DAY COMPRESSIVE MISCELLANEOUS =0.5 PSF Wdpartners.com WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CURRENT ICBO REPORT. STRENGTH(PSI) TOTAL DEAD LOAD =20.0 PSF STRUCTURAL STEEL: WALL DEAD LOADS(DRIVE THRU CANOPY) 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: WATER PANELS, FOUNDATION MEMBRANE(UNBALLASTED) -1.0 PSF Atlanta RETAINING INSULATION =2.0 PSF - Boston ALL CHANNELS,ANGLES,PLATES,ETC,(U.N.O.) A36 SPECIAL INSPECTIONS AS PER THE 1997 UBC AND 2001 CBC: SULFATE SOLUBLE SULFATE(SO4)IN PORTLAND MAXIMUM •SLABS WALLS S,CURBS, ROOD DECK =2.0 PSF Chicago ALL WIDE FLANGES(U.N.O.) A992(Fy---50) SULFATE WATER CEMENT ON AND ALL L EXPOSURE SO4)IN SOIL, PPM TYPE WC RATIO GROUND STEM CONCRETE JOISTS =2.0 PSF L Columbus UC STRTURAL TUBE A500(Fy--46) 1. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL ( WALLS, BEAMS/GIRDERS -2.0 PSF STEEL PIPE A53(Fy=35) INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW.NOT BY WEIGHT% PIERS,OR U.N.O. MISCELLANEOUS =5.0 PSF Dallas COMMON BOLTS A307 APPLICABLE TO SLABS ON GROUND OR SITE CONCRETE FULLY SUPPORTED ON EARTH. COLUMNS TOTAL DEAD LOAD 14 r Los Angeles HIGH STRENGTH BOLTS A325 = .0 PSF 2. THE SPECIAL INSPECTOR SHALL A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO Miami ANCHOR BOLTS F1554 GRADE 36 THE SATISFACTION OF THE BUILDING G OFFICIAL FOR INSPECTION Of THE PARTICULAR TYPE OF NEGLIGIBLE I 0.00<SO4<0.10 I 0<SO4<750 1 II 0.55 3000 4000 3000`. MEZZANINE DEAD LOADS SacramentoSacramentoWELDING ELECTRODES E70XX CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. MODERATE 010<SO4<0.20 150�SO4a1500 II 0.50 4000 4000 4000 SLAB AND DECK =39 PSF DECK WELDING ELECTRODES ESOXX 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: CEILING =1 PSF 2. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE SEVERE 0.20<S0412.00 1500<SO4<10,000 V 0.45 4500 4500 4500 COLLATERAL ALLOWANCE =8 PSF AISC CODE OF STANDARD PRACTICE(CURRENT EDITION),EXCEPT AS MODIFIED IN THESE NOTES AND APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.THE INSPECTOR MAY NOT ALTER,MODIFY, BAR JOISTS =2 PSF THE PROJECT SPECIFICATIONS. ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. VERY V PLUS GIRDERS =2 PSF 3. THE STEEL STRUCTURE IS A NON-SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE SO4>2.00 SO4>10,000 0.45 4500 4500 4500 SEVERE PRATIO OF TOTAL DEAD LOAD =52 PSF DIAPHRAGM ACTION F THE ROOF DECK O 00 EC AND ATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND PROFESSIONAL OF RECORD,AND THE CONTRACTOR.ALL DISCREPANCIES SHALL BE BROUGHT TO •3000 P51 CONCRETE SHALL HAVE A MAXIMUM WIC RATIO OF 0.58. FOR RESISTANCE TO WIND AND SEISMIC FORCES.PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED, ••ALL INTERIOR SLABS ON GRADE SHALL HAVE A MAXIMUM WIC RATIO OF 045 2.MINIMUM ROOF LIVE LOADS . . STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE A.ROOF DECK =20 PSF K COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. OWNER,THE BUILDING OFFICIAL,AND THE PROFESSIONAL OF RECORD UNTIL ALL CORRECTIONS 3. ADDITIONALLY,EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND/OR SALT OR DEICING B.FRAMING COMPONENTS(JOISTS,JOIST GIRDERS,BEAMS AND COLUMNS) K 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS.WHERE CONNECTION HAVE BEEN COMPLETED. CHEMICALS SHALL HAVE AIR ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE 1.TRIBUTARY AREA 0 TO 200 SF.,MIN.LIVE LOAD =20 PSF COMPONENTS ARE NOT IDENTIFIED,THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK EXPECTED EXPOSURE,SEE SPECIFICATIONS FOR MORE INFORMATION. 2.TRIBUTARY AREA 201 TO 600 SF.,MIN.LIVE LOAD =16 PSF INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED.CONNECTION COMPONENTS REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,IN 3.TRIBUTARY AREA 601 SF.AND GREATER,MIN.LIVE LOAD =12 PSF IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO FABRICATOR'S SHOP CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE REINFORCING STEEL: DRAWINGS.SIGNED AND SEALED SHOP DRAWINGS SHALL BE PROVIDED UPON REQUEST.SEE WORKMANSHIP PROVISIONS OF THE CODE. 3. MINIMUM MEZZANINE LIVE LOADS =125 PSF SPECIFICATIONS. 4. OBSERVATION BY STRUCTURAL ENGINEER OF RECORD IS NOT REQUIRED. 1. REINFORCING SHALL CONFORM TO ASTM A615,GRADE 60 OR ASTM A706,UNLESS NOTED OTHERWISE. 5. PROVIDE MINIMUM AND MAXIMUM BOLT SPACING AND EDGE DISTANCE IN ACCORDANCE WITH THE AISC 5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A706. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A497,GRADE 80 DEFORMED WIRE),AND Alm GRADE 4.WIND LOADS ASSURANCE TESTING,DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. ( A.BASIC WIND SPEED =70 MPH 6. PRIOR TO FABRICATION OF STRUCTURAL STEEL,FURNISH SHOP DRAWINGS FOR REVIEW BY THE 6. INSPECTION OF FABRICATORS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A 65(PLAIN WIRE). B.WIND LOAD IMPORTANCE FACTOR =1.0 STRUCTURAL ENGINEER. FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK 3. WELDING OF REINFORCING STEEL SHALL CONFIRM WITH AWS D1.4-92 OR LATEST EDITION. 7. INSTALL ALL COMMON BOLTS AND ANCHOR BOLTS AS SNUG TIGHTENED,THE TIGHTNESS THAT IS 4. REIFORCING BARS SHALL NOT BE RE-BENT WITHOUR APPORVAL OF STRUCTURAL ENGINEER.BENDS C.WIND EXPOSURE CATEGORY C FOR MAIN WIND FORCE RESISTING SYSTEM WITHOUT SPECIAL INSPECTION.THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF D.WIND EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OF THE FULL EFFORT OF AN IRONWORKER COMPLIANCE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SHALL BE MADE COLD. E.WIND DESIGN PRESSURE-COMPONENTS AND CLADDING, USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES IN TO FULL CONTACT,U.N.O. SPECIFICATIONS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT OF RECORD 5. PROVIDE REINFORCING STEEL THAT IS CLEAN OF MUD,OIL,OR OTHER COATINGS LIKELY TO IMPAIR SEE DIAGRAM THIS SHEET e. INSTALL ALL HIGH STRENGTH BOLTS AS PRETENSIONED WITH FAYING. BENDING. J 6. PLACE VERTICAL BARS IN WALLS AT THE CENTER OF WALL,U.N.O. 5. EARTHQUAKE DESIGN DATA 7. SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND INSERTS PRIOR TO PLACING CONCRETE A.SEISMIC ZONE =4 .SHOP DRAWING'S: OR GROUT. B.SEISMIC ZONE FACTORZ =0.4 8. MINIMUM CONCRETE COVER,UNLESS NOTED OTHERWISE: C.SOIL PROFILE TYPE =Sd A.THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON i UNFORMED SURFACE IN CONTACT WITH THE GROUND: 31N. D.SEISMIC IMPORTANCE FACTOR Ip =1.0 THE CONTRACT DOCUMENTS FOR APPROVAL.THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE SPECIAL INSPECTION FREQUENCY FORMED SURFACES EXPOSED TO EARTH OR WEATHER. E.BASIC SEISMIC FORCE RESISTING SYSTEM: FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF THE GENERAL CONTRACTOR FAILS REINFORCED MASONRY SHEARWALLS TO OBTAIN APPROVAL OF THE SHOP DRAWINGS.THE GENERAL CONTRACTOR SHALL INFORM THE SOILS: #6 BARS AND LARGER 2 IN. F.ALYSIS PROCEDURE:EQUIVELANT LATERAL FORCE PROCEDURE STRUCTURAL ENGINEER IN WRITING CONCERNING DEVIATIONS AND/OR OMISSIONS FROM THE CONTRACT 1_GRADING,EXCAVATION,AND FILLING:VERIFY CONFORMANCE TO PERIODIC #5 BARS AND SMALLER 1-1/21N. G.NEANAR SOURCE FACTOR Na =1.1 MAX(PER U.B.C.1629.42) II DOCUMENTS AT THE TIME OF SHOP DRAWING SUBMISSION. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: H.NEAR SOURCE FACTOR Nv =2.0 MAX BEAMS,GIRDERS,AND COLUMNS 1-1/2 IN. I. SEISMIC COEFFICIENT Ca =0.56 CONCRETE (NOT APPLICABLE TO SLABS ON GROUND) J.OVER STRENGTH VALUE(OMEGA) =2.8 SLABS,WALLS,AND JOISTS K.STRUCTURAL SYSTEM FACTOR R =4.5(MASONRY SHEARWALL) COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM(1.3W): 1.PROVIDE INSPECTIONS DURING THE TAKING OF TEST SPECIMENS AND PLACING OF CONTINUOUS #11 BARS AND SMALLER 3141N. L.REDUNDANCY FACTOR RHO =1.0 REINFORCED CONCRETE #14 AND#18 BARS 1-1121N. H 9. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE,UNLESS NOTED OTHERWISE.USE 6. ROOF SNOW LOAD =CO PSF H 2.BOLTS INSTALLED IN CONCRETE:PROVIDE INSPECTIONS DURING PLACEMENT OF CONTINUOUS CLASS*8*SPLICES. e" CONCRETE AROUND BOLTS. MISCELLANEOUS: 5« ZONE ER£CTIVE WMD POSITIVE NEGATIVE SPLICES(INCHES) AREA(SF) PRE56URE lP9F I P1iE56URE(P8P1 3.EPDXY SET ANCHORS AND EXPANSION ANCHORS INSTALLED IN HARDENED CONCRETE. CONTINUOUS BAR TOP BARS OTHER BARS 1. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.REFER TO PROJECT A R SIZE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10 +11 ->06 2.STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWING5. 4.REINFORCING STEEL:VERIFY PLACEMENT AND CONFORMANCE TO CONSTRUCTION PERIODIC #3 28 22 CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS O 20 +11 -298 DOCUMENTS PRIOR TO THE CLOSING OF THE FORMS OR THE DELIVERY OF CONCRETE #4 37 38 AND WORK =_ 50 +T1 -26.1 TO THE JOBSI7E. 96 56 43 3. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ###887 81 72 PROFESSIONAL OF RECORD. 10m +IT -281 5.WELDING OF REINFORCING STEEL(ASTM A 706) #9 105 81 4.NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN Q #10 116 89 APPROVAL OF THE PROFESSIONAL OF RECORD. W m +11 -5L4 e.#fi BARS AND LARGER CONTINUOUS #11 128 98 \ `M 5.OPENINGS V-4'AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. O20 +IT -465 b.#5 BARS AND SMALLER,PROVIDED THE MATERIALS,QUALIFICATIONS OF PERIODIC REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. WELDING PROCEDURES AND WELDERS AND VERIFIED PRIOR TO THE START OF THE COMPRESSION DOWEL EMBEDMENT:22 BAR DIAMETERS LAP WELDED WIRE FABRIC ONE SPACING OF CROSS 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON �N/ N 50 +11 -38b WIRES PLUS 2•. I Lf G _ WORK AND VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION STRUCTURAL FRAMING.CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE GI C) Im +11 -332 FRAMING AT THE TIME THE LOADS AREIMPOSED. 10. BASE PLATES,ANCHOR BOLTS,SUPPORT ANGLES,ETC.,BELOW GRADE SHALL BE COVERED WITH A 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR IS Q 1041 -112 MINIMUM OF 3"OF CONCRETE. RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS I 1 3O 20 +n -63.9 SPECIAL INSPECTION FREQUENCY THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. W LU V 90 +11 -46A STEEL.JOISTS: 8. Do NOT SCALE THESE DRAWINGS,USE DIMENSIONS. w 9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE 100 Al STEEL: EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. - Q O LU -331 1. STEEL JOISTS SHALL BE DESIGNED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE"STANDARD L/ 1.HIGH-STRENGTH BOLTING(A325 AND A490 BOLTS) 10.THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM SPECIFICATIONS FOR OPEN WEB STEEL JOISTS,-K-SERIES'(1994)'OR THE"STANDARD SPECIFICATIONS 1 m +3016 -332 a.WHILE THE WORK IS IN PROGRESS,DETERMINE THAT THE REQUIREMENTS FOR PERIODIC FOR OPEN WEB STEEL JOISTS,'LH-SERIES'(1994)-OF THE STEEL JOIST INSTITUTE(SJI). THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF W (n O O4 20 Q92 _31g BOLTS,NUTS,WASHERS,AND PAINT:BOLTED PARTS:AND INSTALLATION AND 2. STEEL JOISTS SHALL BE DESIGNED BY THE MANUFACTURER.THE MANUFACTURER'S ENGINEEk SHALL SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS,PRODUCT DATA,ETC., TIGHTENING ARE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED BE RESPONSIBLE FOR THE DESIGN,ADEQUACY AND SAFETY OF ALL STEEL JOISTS. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH W Z 50 421.4 -2%9 STANDARDS 3. UNLESS OTHERWISE NOTED,STEEL JOISTS SHALL BE DESIGNED AS SIMPLY SUPPORTED,UNIFORMLY DEVIATION AT THE TIME OF SUBMISSION,AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN - Y �I1 100 +260 -266 LOADED TRUSSES WITH THE TOP CHORD BRACED AGAINST LATERAL BUCKLING.THE UNIFORM DESIGN APPROVAL TO THE SPECIFIC DEVIATION. LL v/ F b.MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PILES OF CONTINUOUS LOAD SHALL BE THE TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD AS SHOWN IN THE SJI STANDARD LOAD J 10 +306 -41.0 CONNECTED MATERIALS HAVEBEEN DRAWN TOGETHER AND THAT THE SELECTED TABLE. F I (D 20 +292 -393 PROCEDURE IS PROPERLY USEC TO TIGHTEN ALL BOLTS. 4, WHEN NET UPLIFT FORCES DUE TO WIND ARE SHOWN ON THE DRAWINGS,THE MANUFACTURER SHALL J W STRUCTURAL WELDING DESIGN THE JOISTS AND BRIDGING FOR THE NET UPLIFT.ASINGLE LINE OF BOTTOM CHORD BRIDGING FOUNDATIONS: r 90 41A -34b MUST BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINTS WHENEVER UPLIFT DUE TO WIND W a.FOR WELDS WHERE THE PROVIDED MATERIALS,QUALIFICATIONS OF WELDING FORCES IS SHOWN ON THE DESIGN DRAWINGS. 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE 100 .260 -31s PROCEDURES AND WELDERS ARE VERIFIED IN ADVANCE:AND A VISUAL 5. WHEN NONUNIFORM ORCONCENTRATED LOADSARESHOWN ON THE DRAWINGS,THE MANUFACTURER GEOTECHNICAL REPORT PREPARED BYSOUTHERN CALIFORNIA GEOTECHNICAL,DATED NOVEMBER 10, Y INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION SHALL DESIGN THE JOISTS IN ACCORDANCE WITH PARAGRAPH 4.1 OF THE'STANDARD SPECIFICATION 2006. Q 1 StNGLE PASS FILLET WELDS NOT EXCEEDING 5/i61NCH IN SIZE PERIODIC FOR OPEN WEB STEEL JOISTS,'KSERIES'". 2.CONTINUOUS SPREAD FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE r J 6. STEEL JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE SJI SPECIFICATION.ALL BEARING PRESSURE OF Z50 KSF UNDER SERVICE LIVE AND DEAD LOAD.ISOLATED SPREAD FOOTINGS 2)ROOF AND MEZZANINE DECK WELDING PERIODIC BRIDGING AND BRIDGING ANCHORS SHALL BE PLACED AND STEEL JOIST ENDS FIXED PRIOR TO THE SHALL BEAR ON SOIL CAPABLE OF SUSTAINING A NET ALLOWABLE BEARING PRESSURE OF 2.60 KSF UNDER 4Y 0'U' APPLICATION OF ANY LOADS.BRIDGING THAT TERMINATES AT,OR IS INTERRUPTED BY,STRUCTURAL SERVICE LIVE AND DEAD LOAD. 3)WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH PERIODIC STEEL BEAMS,MASONRY WALLS OR CONCRETE WALLS SHALL BE ATTACHED THERETO.COORDINATE 3.FOOTINGS MAY BE POURED INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT, 5 5 AS STUDS AND JOISTS. BRIDGING LOCATIONS TO AVOID INTERFERENCE WITH ALL MECHANICAL,ELECTRICAL AND FIRE 4.ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO PROTECTION EQUIPMENT. CONCRETE PLACEMENT.THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE 7. MINIMUM BEARING REQUIREMENTS FOR K-SERIES JOISTS,UNLESS NOTED OTHERWISE.2-1/2"ON SUITABILITY OF THE BEARING MATERIAL.FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED.E MASONRY FREQUENCY STRUCTURAL STEEL,INCLUDING STEEL BEARING SEATS PROJECTING FROM WALLS 4"ON STEEL 5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18"BELOW FINAL GRADE. E BEARING PLATES DIRECTLY OVER MASONRY OR CONCRETE WALLS B. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL 3 2 O 1.DURING THE TAKING OF THE TEST SPECIMENTS AND PLACING OF ALL REINFORCED CONTINUOUS 8. UNLESS NOTED OTHERWISE,KSERIES JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK OR FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE AND CURED. MASONRY,UNLESS SPECIFICALLY INDICATED AS NOT REQUIRED SPECIAL INSPECTION. STEEL BEARING PLATES WITH(2)3/16-FILLET WELDS(ONE EACH SIDE)4"LONG OR WITH(2)3/4' 7.WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE,PLACE FILL SIMULTANEOUSLY SO _ DIAMETER BOLTS,OR WITH A COMBINATION OF(1)3/16-FILLET WELD AND(1)3/4'DIAMETER BOLT. AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. WHERE THE DRAWINGS INDICATE THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL 8. FOUNDATION CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI BEFORE - OR JOIST GIRDER,THE BOLTS PROVIDED ARE FOR ERECTION ONLY.ERECTION BOLTS MAY BE REMOVED BEING LOADED.STRENGTHS SHALL BE VERIFIED BY TEST. AFTER THE WELDS ARE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE 9. LOCATION AND SIZE OF FOOTING STEPS PER 5002-DII SHALL BE COORDINATED WITH CIVIL DRAWINGS. WELDING: EDGE OF THE SEAT SLOTS. 10.OVEREXCAVATION AND COMPACTION REQUIREMENTS PER GEOTECHNICAL REPORT. 9. STEEL JOISTS AT COLUMN CENTER LINES SHALL BE BOLTED TO STRUCTURAL STEEL WITH(2)3W 1.ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED AND CERTIFIED IN ACCORDANCE DIAMETER BOLTS,WHERE STEEL JOISTS DO NOT SPACE TO COLUMN CENTER LINES,USE BOLTED �J WITH THE QUALIFICATION PROCEDURE OF AWS. CONNECTIONS FOR THE STEEL JOIST CLOSEST TO THE CENTER LINE.WHERE THE DRAWINGS INDICATE MASONRY: 2 2.ALL WELDING SHALL BE ACCOMPLISHED USING THE SHIELDED METAL ARC WELDING PROCESS(SMAW)WITH THAT THE JOIST SEAT IS TO BE WELDED TO THE SUPPORTING STEEL OR JOIST GIRDER,THE BOLTS 1 CONCRETE BLOCK UNITS SHALL BE GRADE N CONFORMING TO A.S.T.M. MINIMUM COMPRES O 2 E70.XX ELECTRODES OR THE FLUX-CORED ARCH WELDING PROCESS(FCAW)WITH E7OXX.LOW HYDROGEN PROVIDED ARE FOR ERECTION ONLY.ERECTION BOLTS . -1, A .T.M.C-90. SIVE LTS MAY BE REMOVED AFTER THE WELDS ARE "• ELECTRODES SHALL BE USED AND KEPT DRY AND PARENT METAL SHALL BE PREHEATED IN ACCORDANCE COMPLETED BUT AN ADDITIONAL WELD SHALL BE MADE ALONG THE INSIDE EDGE OF THE SEAT SLOTS. JOINTING,STRENGTH,f-ETC-1500 PSI MEDIUM WEIGHT.REFER TO ARCHITECTURAL FOR BLOCK SIZE,COLOR,FACE, ",, �O,�•F ,/0`,(,q'••,,• D WITH AWS STANDARDS. 10, HOLES IN STEEL JOIST CHORDS WILL NOT BE PERMITTED,EXCEPT FOR BOLTED CONNECTIONS AT THE 3. PERFORM ALL WELDING UNDER CONTINUOUS SPECIAL INSPECTION BY A SPECIAL INSPECTOR REGISTERED BEARING END OF THE STEEL JOIST. 2.MORTAR SHALL BE MACHINE MIXED TYPE M,CONFORMING TO A.S.T.M.C-144 MINIMUM COMPRESSIVE D 4 WITH THE CITY BUILDING DEPARTMENT,EXCEPT WELDING DONE IN A BUILDING DEPARTMENT APPROVED 11. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT,DUCT WORK,PIPES,CEILING,FIXTURES,ETC.THAT ARE STRENGTH fc=2500 PSI AT 28 DAYS. %g No FZ`. FABRICATORS SHOP ACCORDANCE WITH 2O01 CBC SECTION 1701.7.WELDING INSPECTION MAY BE TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO 3.GROUT SHALL CONFORM TO AS.T.M.C-476.MINIMUM COMPRESSIVE STRENGTH fe=2000 PSI AT 28 DAYS. - = „�, S00448a r^ PERIODIC WHERE ALLOWED BY 2001 CBC SECTION 1701.5.5.1. THE PANEL POINTS OF THE STEEL JOIST.METHODS OF FRAMING THAT INDUCE BENDING TO THE STEEL MIX TO BE 1 PART CEMENT,3 PARTS SAND,1/10 PART HYUDRATED LIME OR LIME PUTTY,2 PARTS PEA s r s 3 4-PERFORM ULTRASONIC TESTING USING AN INDEPENDENT TESTING AGENCY. JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. GRAVEL,TO BE OF FLUID CONSISTENCY.MINIMUM GROUT SPACE SHALL BE 31NCHES IN LEAST DIMENSION. 5. PERFORM WELDING OF ASTM A706 REINFORCING BARS USING E 90XX ELECTRODES IN ACCORDANCE WITH 12. ROOF AND MEZZANINE TOTAL LOAD DEFLECTION SHALL BE LIMITED TO L240 AND LIVE LOAD DEFLECTION 4.GROUT PLACEMENT:MAXIMUM GROUT LIFT SHALL BE 6'-0'UNLESS NOTED OTHERWISE.NON-CONTINUOUS •; "°.'P)`.HUCTUA' �g f 2 AWS D1.4. TO L/", POURS SHALL BE STOPPED 1 12"BELOW THE TOP OF A COURSE TO FORM A KEY AT ALL POUR JOINTS. ••%9TF OF CAUIFOP. 6. PROVIDE WELD MATERIAL ABLE TO ABSORB 20 FOOT POUNDS OF IMPACT AT 0 DEGREES FAHRENHEIT,AND 13. JOIST MANUFACTURER TO DESIGN AND FURNISH BRIDGING AND OR BRACES FOR JOISTS. GROUT ALL CELLS SOLID UNLESS NOTED OTHERWISE.CLEAN OUTS SHALL BE PROVIDED FOR ALL GROUT a „" 3 5 CONFORMING TO THE FOLLOWING SPECIFICATIONS: 14. THE STEEL JOIST AND GIRDER MANUFACTURER SHALL SUBMIT ERECTION DRAWINGS AND STAMPED POURS GREATER THAN 5-17. 3 2 SMAW-AWS A5.1 AND A5.5 CALCULATIONS BY LICENSED CIVIL OR STRUCTURAL ENGINEER TO ENGINEER OF RECORD FOR REVIEW. 5.THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL BE 12'MINIMUM AND 5/30/07 77 4 SAW-AWS A5.17 AND A5.23 15. FOR TYPICAL METAL JOIST ATTACHMENTS SEE SHEET S206 We MINIMUM BETWEEN PARALLEL REINFORCING BARS. 3 FCAW-AWS A5.29 ` _ 6.STORE UNITS UNDER COVER AT JOB SITE. s 7. FILL AND GRIND SMOOTH ALL EXPOSED WELDS WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. PC1 ' - 7.ALL WALLS BELOW GRADE SHALL BE WATERPROOFED AND THE EXTERIOR SURFACE EXTENDING FROM 5 4 5 0'-0 4 8. FULLY DETAIL ON THE SHOP DRAWINGS.ALL WELDS SHOWN AS COMPLETE JOINT PENETRATION(CJP). COLD FORMED METAL FRAMING SPECIFICATIONS: THE FOUNDATION PAD TO ABOVE GRADE AND POSITIVELY DRAINED.SEE ARCHITECTURAL OR CIVIL -�+. REVISIONS C 9.WELDING PROCEDURES,WELDER QUALIFICATIONS AND WELDING ELECTRODES FOR STRUCTURAL STEEL DRAWINGS FOR WATERPROOFING AND DRAINAGE SPECIFICATIONS, SHALL BE IN ACCORDANCE WITH REQUIREMNTS OF SECTION 2209 OF THE CBC. 8.STRUCTURAL BRICK SHALL BE GRADE Ml CONFORMING TO A.S.T.M.C-62 WITH A MINIMUM COMPRESSIVE C' PC1 04-27-2007 Uj 1. ALL PRODUCTS,DETAILING,FABRICATION AND INSTALLATION SHALL MEET THE REQUIRMENTS OF AISI - 10.CONCR T WELDING OF REINFORCING STEEL,METAL,INSERTS AND CONNECTIONS IN REINFORCED STRENGTH,SHALL LL PSI. 1` CONCRETE CONSTRUCTION IN CONFORMANCE WITH CBC STANDARD NO.19.1. 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS',CURRENT EDITION 9.FACE BRICK SHALL CONFORM TO A.S.T.M.G216. - 11.SEE DETAIL S002-G4 FOR MINIMUM EFFECTIVE WELD SIZES AND LENGTHS. AND BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS 10.SPECIAL INSPECTION REQUIRED FOR MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. ASSOCIATION 1 (SSMA).REFERENCE ICC EVALUATION SERVICE,INC.-LEGACY REPORT ER4943P 11.ALL MASONRY IS SOLID GROUTED UNLESS NOTED OTHERWISE. 2. STEEL GRADES:12,14,8 i6 GAGE COMPONENTS(EQUAL 70 GREATER THAN 54 MILS)Fy(MIN)=50 kill 188 20 GAGE COMPONENTS LESS THAN 54 MILS F MIN=33 ksi 12.QUALITY ASSURANCE MEASURES SHALL COMPLY WITH SECTION 2105: ® Z '+- �- �`" r q,.-' ✓' - 'm+'�F� ( ) ) A.FIVE MASONRY PRISM TESTS SHALL BE BUILT AND TESTED PRIOR TO CONSTRUCTION. 3. ALL COLD FORMED METAL COMPONENTS SHALL BE FORMED FROM ZINC COATED(G60 GALVINIZED)STEEL B.THREE MASONRY PRISM TESTS(PER 50DO S.F.OF FLOOR AREA,3 MIN.)SHALL BE BUILT AND PC1 STRUCTURAL OBSERVATION: MEETING THE REQUIREMENTS OF ASTM A-653. TESTED DURING CONSTRUCTION WHEN FULL STRESSES ARE USED IN DESIGN.(ON LYW 19 J 4. FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS.UNLESS NOTED OTHERWISE,USE MASONRY WALLS ABOVE GRADE) A MINIMUM OF THREE#10 SCREWS PER CONNECTION.WELDING MAY BE USED WHERE THE THICKNESS OF ON OF MORTAR NT DEHYDRATION LY MOIST AT TIME OF LAYING TO PREVENT TI ® /Q/1.ENTIRE BUILDING WHEN Na>1.0(EXCEPT FOR R-3 OCC.) THE THINNEST MATERIAL CONNECTED IS 43 MILS(18 GA)OR GREATER.WELDS SHALL BE MADE WITH AND GROUT AND SHALL BE FREE 13.BLOCK UNITS SHALL BE SUFFICIENTLY ALL SUBSTANCES WHICH MIGHT REVS THE BOND TI THE UNITS TO 2.THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN E60XX ELECTRODES.AS A MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS,USE ONE INCH LONG OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR FILLET OR FLARE GROOVE WELDS AT EACH SIDE OF THE CONNECTION.ALL WELDS OF GALVANIZED STEEL MORTAR AND GROUT. THE STRUCTURAL DESIGN,TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN SECTION 220. 14.CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C 150. L SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.ALL WELDING SHALL CONFORM TO AWS D1.3. r B OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE,SPECIAL S. ALL SCREWS SHALL HAVE AN EDGE DISTANCE OF 1 12-(MIN.),UNLESS OTHERWISE NOTED,AND BE 15.SEE DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS.HORIZONTAL CHORD AND LINTEL INSPECTOR,CONTRACTOR AND THE BUILDING OFFICIAL.THE STRUCTURAL OBSERVER SHALL SUBMIT TO SPACED 1'-0'(MIN.)ON CENTER,UNLESS OTHERWISE NOTED. REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS.JOINT REINFORCING SHALL B THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING e. TORCH CUTTING OF MEMBERS OR HOLES IS NOT PERMITTED. BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. ANY REPORTED DEFICIENCIES THAT,TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE 7. PROVIDE ALL ACCESSORIES INCLUDING,BUT NOT LIMITED TO,TRACKS,CLIPS,WEB STIFFENERS, 16.VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 0 > DIAMETERS OF THE REINFORCING,NOR 10 FEET.BARS SHALL BE IN PLACE PRIOR TO GROUTING. NOT BEEN RESOLVED, ANCHORS,FASTENING DEVICES,RESILIENT CLIPS,AND OTHER ACCESSORIES REQUIRED FOR A RF,RUIRED.IF - _ COMPLETE AND PROPER INSTALLATION,AND AS RECOMMENDED BY THE MANUFACTURER FOR THE 17.GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. N S""s' -"'� ""•s T STEEL MEMBERS USED. iB.GROUi LIFTS ABOVE 17-0'ABOVE THE GROUND FLOOR ELEVATION SHALL HAVE SHRINKAGE LrL CHECKED - COMPENSATING ADMIXTURES. PROTOTYPE L 8. CONTRACTOR MAY SUBSTITUTE MEMBERS OF GREATER STRENGTH THAN SHOWN SUBJECT TO APPROVAL 19.MASONRY CONSTRUCTION SHALL COMPLY WITH SECTION 2104 OF THEL-QING SU1 CODE. � 107 X 163 IG �/r OF THE ENGINEER. 20.HIGH LIFT GROUTED CONSTRUCTION MAYBE USED IF IN CONFORMAINCF,tjB(UM,2A91 CBC AND PROJECT ' MJ • B.PRIOR TO PLACEMENT OF CONCRETE FOR THE FIRST FOUNDATION POUR. 9. ALL LIGHTWEHT STEEL FRAMING SHALL CONFORM TO ASTM A446. SPECIFICATIONS. b=TT FAZEKAS&ASSOCIATES,INC. STORE NUMBER 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 I.PRIOR TO GROUTING THE TOP 48'OF MASONRY WALLS AT FLOOR AND ROOF MEMBERS.. V DATE e o:?ns have been reviewed for adherence to the It se WD PROJECT NUMBER • LINE.(CHORD REINFORCING) y codes and ordinance. Authorization is RAIPD0001 _A anted to issue a bui:ding permit pending A M.PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL OVER METAL DECK .;; -'--�y all applicable City agencies. t W • ROOFS OR FLOORS. a`issuence or grants shall a permit based on -% O O Z a. issuance iss of a or plans shall not er construed to peMt or-prove any violation of the applicable W • N.FINAL WALK THROUGH UPON COMPLETION OF ALL STRUCTURAL ASPECTS OF cede=or c.:d;nance. No permit presumed to give .horsy!n v;-ate or cancel the provisions of such THE PROJECT PRIOR TO ARCHITECTURAL FINISHES. cedes a:�a11 he valid. fi 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 / \ 1/4'OF SLAB I . < TWO SETS OF(2)#4 REBAR, LAP SPLICE PER CONTINUOUS PP M / DEPTH GENERAL NOTES-TYP. <" REINFORCING ONE SET 1-CLEAR FROM TOP a: IN WALL FOOTING OF SLAB AND ONE SET 2'CLEAR BOLTED SHEAR PLATE SCHEDULE FROMBQTTOMOFSLAB ' < "" partners I ; 1 tl2' WALL PANEL�—�� 2852 Kelvin Avenue / BEAM AND COLUMN 12• DER CONNECTION SHEAR WELD a m #4 REBAR p-0. Irvine,CA 92614 SEE SCHEDULE 949.753.7676T BEYOND NO.OF A325 BOLTS PLATE •D. / -,� ,�- \ v `s ° ° d ° d A A O REENTRANT CORNER 949.753.7678F �.. W1Dx&SMALLER (2)-7/B-0 IA 1/4 / R - I a ° W12x (3)-7/8.0 114 114 n ° ° = AT DOOR OPEN1dG wdpartne s.mm t W14x&W16x (4)-7/8.0 114 1/4 TWO SET$DF(2)#4 REBAR, SHEAR PLATE ANO _ FILL SAWN JOINT BOLTS PER SCHEDULE U W18x d ° ONE SET i'CLEAR FROM TOP C91A8 WITH SEALANT, O (5)-7/8"O 5/16 1/4 ° ° e �: _ OF SLAB AND ONE SET Z' Atlanta RYp) REBAR, W21x (6)-7/8'H 5/16 1/4 4° CLEAR FROM OTTOM OF Boston SEE PLAN k "!,`1 °a SLAB.BARS 4'-0"LONG p Chicago L W24x (7)-7/8"6 38 516 a § UNLESS NOTED OTHERWISE. p L caumbus 9• W27x (8)-7/8'H 3/8 5116 ° n 4 N Dallas l eles & n - 11-#5 BARS WITH 9 ° [WEE. (9)-7/8"O 7/16 3/8 1'-O'HOOKTOTIE A-AMiami INTERSECTING - 'iSacramento 8 W36x (10)-7/8'0 7/18 3/8 "' WALL FOOTING _ 2'SAND ° VAPOR NOTE: d - RETAROOR(SEE BEAMS PER d - SPECIFICATIONS) PLAN -------------- 1. CONNECTION DETAILS WITH RESPECT TO EDGE DISTANCES,BOLT _ SPACING,HOLE SIZES,ETC SHALL CONFORM TO THE AMERICAN WELL GRADED NON-EXPANSIVE t INSTITUTE OF STEEL CONSTRUCTION(AISC)'MANUAL'OF STEEL 'I CONTINUOUS SOIL MIX.COMPACTED REPORT 3 CONSTRUCTION',LATEST EDITION. s ° REINFORCING IN 1 SEE SOILS REPORT COPE FLANGE 2. WORK THIS SCHEDULE WITH ALL CONNECTION DETAILS,U.N.O. # WALL FOOTING ^ NOTE: K. WHERE REQUIRED 3. SHORT HORIZONTAL SLOTS OR STANDARD HOLES MAY BE USED AT CONSTRUCTION OR A.CONTRACTOR MAY SUBSTITUTE PREFORMED KEYED JOINT SHEAR PLATE. - CONTRACTION JOINT K FOR SAWN FORCEMINT. NOTE: RE—ENTRANT CORNER K B.REINFORCEMENT IS NOT TO BE CARRIED THROUGH JOINT. SKEW SHEAR TANGPLATES AS O DISCONTNUOW JOINT O REQUIRED AT ANGLED BEAMS C.CONTRACTOR TO VERIFY PAD ELEVATIONS BASED ON - SLAB SECTION. K1TYPICAL SLAB ON GRADE DETAIL K4 BOLTED SHEAR PLATE SCHEDULE K11 INTERSECTING WALL FOOTING K14 SLAB REINFORCEMENT SCALE: 1"=1'-0" SCALE: 1 1/2 1'-0 SCALE: 1'-i'0" SCALE 1/2"=1-0 $Z5 - zIf io: � Qu. J T BE _ SPECIFICATIONS _ � J E d T2 BUT NOT 00_ LESS THAN I/4' (FOLLOW SEALANT MFR'SCKER ROD,IF REQ D � RECOMMENDATIONS) �O #4 CONT.—�� AVx�AT 24"OC. " w MINIMUM EFFECTIVE WELD SIZES AND LENGTHS ,/4•PREFDRMED �} + + PREFORME JOINT FILLERAND 3 BARS TYPE y E TYPE P,E TYPE 1 TYPE 2 JOINT FILLER __ SEALANT,NO EXCEPTIONS COLUMN WITH E E LENGTH(4) LENGTH(4) BASE PLATE y O _ O SEE 5101 W 5 € E E F OR SEALANT-SEE CONTRACTION ON JOINT CON JOIN OR 3 3/32 1/S 4 4 - SPECIFICATIONS CONSTRUCTION JOINT CONSTRUCTIONT-TIJOINT % w T2 BUT NOT I-- - 4 1/8 5l32 6 6 LESS THAN 1/4" r0 w BACKER ROD,IF REQUIRED H 5 1/8 3/18 8 6 (FOLLOW SEALANT S) C p H RECOMMENDATIONS) d 6 5/32 1/4 10 fi m - CI \ PLACE CONCRETE O THISTYPE (% ner e 7 3/18 9/32 12 8 SAY+ AREA AFTER SURROUNDING J_LC6_f 1/4"PREFORMED '? e 7132 5/1.6 t2 1d JOINT FILLER �' SLAB HAS SET NOTES: COICRETE 3Lh9,OEE:J.P.D B' 6' 1.EFFECTIVE THROAT E•0.4S FOR TYPE 1 9 114 11132 14 10 AROUND COLUMN SCHEDULE FOR THICKNESS CONCRETE FILL [+ 2.EFFECTIVE THROAT E=DSS FOR TYPE 2 - AND BASE PREPARATION 3 USE E90XX ELECTRODES FOR A706 STEEL 10 114 3/8 18 14 a 4.WHEN USED ON BOTH SIDES,LENGTH ON EACH SIDE TO BE I2 THAT INDICATED IN - IT-SEE SIAB TABLE(3'MINIMUM WELD LENGTH) t1 1/4 13/32 22 16 - ) _ a SCHEDULE 5 CHEMICAL ANALYSIS REQUIRED TO ENS UREWELDABILITYOF ANY GRADE 60 ° o�'l TWO SETS OF(2)#4REBAR, 4 WCD STEEL.PREHEAT SHALL BE REQUIRED FOR GRADE 60 STEEL PER AWS D1.4 - # 8.ONLY A706 STEEL MAY BE USED - _ -• @ b Q WHERE CONTRACTION OR M ZZ CONSTRUCTION JOINT DOES > O NOT OCCUR.SEE$0024(14 N rFOR PLACEMENT I.L N GII = G 0 C8„ w a �±1 TYPICAL SLAB ON GRADE EDGE DETAIL �±w TYPICAL REINFORCEMENT WELDS �±1 1 COLUMN ISOLATION JOINT �±1 w COLUMN ISOLATION JOINT I V V SCALE: 1"=V-0" G 4 SCALE: NONE V SCALE 1"=1'-0' V 4 SCALE: 1"=1'-0" LOAD BREAK SHELL I BLOCK HOR2.REINFORCING LU ATTACHMENT = �' FOR FLOW OF I OPEN END INAS 2E AND NUM ER - �_ GC TO ADD LZO"16 STRUT ONE SIDE _ 4d GROUT N Y .w X. ONLY AT STEEL JOIST(INSTALL AT SIDE E 12'MI F TRIANGLE INDICATES w� a WHERE LOAD IS APPLIED),OR L.3zh1/4 LOCATION OF = m F;, F N.S.AND F.S.AT JOIST GIRDER,AS y FOOTING STEP REQUIRED . W o d I BENT BARS TO MATCH � Arm SIZE AND QUANTITY OF (2)95 VERTICAL V I LU BOTTOM FOOTING BARS SEE PLAN Ah T.O.F. a r J VERTSTRUT A.HOOKS AND BENDS B. 135°STIRRUP AND TIE HOOK w 5 WHEREOCCURS — BEND DIAMETER SCHEDULE s E BAR SIRE STANDARD BEND REDUCED BEND DIAMETER ry d - TYP.WALL INTERSECTION REINFORCING E DIAMETER FOR TES AND STIRRUPS LD B 6 ADDITIONAL CORNER BARS TO TTYPP_ _ w IN SIZE AND NUMBER MATCH WALL MORI2.REINFORCING TW #3 THROUGH pS n=5•d D=4'd Ire NOTE: #6 THROUGH#S D-6•d NA OPEN END LOAD ATTACHMENT BARS SHALL BE IN CONTACT &3 AND WIRED TOGETHER #9 THROUGH o=n'd FOOTING REINFORCMENT BLOCK ^0 PER PLAN gg #14AND#18 D=10-d 30 BAR 5 NOTES: DIMIETE 1.ADDITIONAL STRUT SHALL BE REQUIRED ATALLHVAC UNm SUPPORTS AND ALL OTHER ATTACHED COMPONENTS IN EXCESS OF 50 LBS. 'Id' •d• - CONCENTRATED LOAD.UNLESS SUPPORT IS AT PANEL POINT OF JOIST (1B'MIN) OR JOIST GIRDER. PERMIT ISSUANCE •, 2.ADDITIONAL STRUTIS NOT REQUIRED F•X'OR'Y•ISLESSTHAN OR FOR PERMIT ISSUANCE (2)#5 BARS IN LAP SPLICE PER GENERAL NOTES EQUAL TO 8' t a SC FAZEKAS&ASSOCIATES,INC. SOLIDLY GROUTED CMU CORES D E,••,QB •3 6 'Y DATE `- ..•q.• c ,- D 4F C.LAP SPLICE D.GRADE BEAM STIRRUP _3e ❑ns have been reviewed for adherent to the TYPICAL WALL CORNER REINFORCING ^codes and ordinance. Authprizis 8 nn,led M issue a building permit pendi D 1 JOIST OR JOIST GIRDER LOAD STRUT D4 INTYPICAL REINFORCEMENT DETAILS ; D 11 STEPPED FOOTING ° �Y allappGcab'eCityagencies. 14 MASONRY CORNER AND INTERSECTION * `s SCALE: 3/4"=1'-0" SCALE: NONE SCALE: 1"=1'-0" a 1s ante or granting t a permit be$ SCALE 1 1-0 pTF pP�0 E oval 0 l F A ' ..... prove an v c1a�P nat ba.Gor)aLAL/dt1�..,:, .: � '••.................. colas o•dlnaoce.any per TOOCEDGE Mate Or Cancel the r the applicable s p mil presumed ID 5/30/07 OF NEW BLAB:a Vaud. he provisions d1 BASE PLATE BY LIGHT 1I8'WIDE X 1'MINIMUM SAW CUT FILL 1 POLE MANUFACTURER F1554,GRADE 36 ANCHOR BOLTS.A36 ROD WITH HEX NUT INTERIOR SLAB JOINTS ACCORDING TO G PROVIDE NON-SHRINK S REVISIONS AND WASHER ABOVE LEVELING NUT BELOW BASE PLATE. NOTE: _�_ EXISTING NEW SEAL 33.2.10A.EXTERIOR SLAB JOINTS GROUT UNDER BASE PLATE C PROVIDE HEX NUT AT THE BOTTOM.SEE COLUMN DO NOT WET SET SLAB I SLAB ACCORDING TO S3.2-106 C ® PC1 04-27-07 SCHEDULE ON SHEET 8101 FOR ROD SIZE AND BASE PLATE ANCHOR BOLTS. TRENCH I 1', (3)#3 TIES AT 2"O.C. CB1 05-04-07 DETAILS ON SHEET 8101 FOR ANCHOR SPACING ANCHOR BOLTS SET WITH { TEMPLATE FROM POLE 2'-0'DIA.CONCRETE MANUFACTURER(SIZE AS NOTE: LIGHT POLE FOUNDATION THREADED PROJECTIONS MANUFACTURER).LEVEL `4 PROVIDED ARE MINIMUMS. g rPNA DOWEL CLIP' REQUIRED BY LIGHT POLE INCREASE AS REQUIRED. 1 (HALF DOWEL LENGTH-1") tl, m 01 • APPLY HIGH SOLIDS CURING POLE WITH LEVELING CONTINUOUS FOOTING REINFORCING. L. COMPOUND' SLAB EDGE A7A\\ NU TS.GROUT UNDER 13 ° SEE DETAIL 82.074U3.7HERE MUST T4T' f COVERAGE RATE OF 300 S.F.PER FINISHED GRADE BASE PLATE 13 SLAB THICKNESS AND OR CONCRETE SLAB AST M A-307,GRADE C ANCHOR ' -1 BE REINFORCING ABOVE AND BELOW MIN �: GALLON.DO NOT PLACE CURING REINFORCING PER "I BOLTS.SEE COLUMN SCHEDULE " " S THREAD 6 SLAB SCHEDULE i •• ON SHEET 5101 FOR ROD SIZE SLEEVE CONCRETE FOOTING COMPOUND ON TOP OF BLAB. Q AND BASE PLATE DETAILS ON ���BOCT 'T}fIF110EL ROQ ON BOTTOM Q yI _ E3 13 B SHEET 9101 FOR SPACING " x • 8 off EXISTING a G NEW _ 2 SLAB Q SLAB I III III- B Q ...i ANCHOR DIMENSIONS t O v a w 114"PREFORMED _ r ' . - - JOINT FILLER AND I I HT, I ® a THFWADWLCg1N 1• O¢ - o o 0 0 0 0 0 0 0 0 0 SEALANT AT ANCHCH = PRO,[P7gN 1lII�BOLT Q O Q O Q O O ON-1 OI�O O O Q O Q O O O( y. CONCRETE SLAB 3/4' 6' S' it" 13' y« i3O _._--.__ III -III 7I8' 7' 5' 12' 14' _ ) (OMIT AT FINISHED = PROTOTYPE W GRADElPAVEMENT) ❑ � 1L � J 1 � NO EXCAVATION FOR PIPE g, Q 107 X 163 1' 8' S' 13' 75' t t TRENCHES PARALLEL 70 3/4"x 12"LONG SQUARE DOWEL AT 711 O.C. #3 TIES AT 12'O.C. Q 11/B' 9' 6" t5' 77• FOOTING BELOW THIS LINE DRILL I/8'"HOLE INTO EXISTING SLAB AT SLAB BASE THICKNESS AND _ UNLESS NOTED STORE NUMBER 11/4' lD' 6" Is- 18' MID-DEPTH AND EPDXY GROUT(6'MIN. PREPARATION PER SLAB SCHEDULE ANDy OTHERWISE - 13/B' 11• 6' m 19" PROVIDE SLEEVE EMBEDMENT).SQUARE DOWELS SHALL BE GEOTECHNICAL ENGINEERING REPORT c (6)#6 BARS PROVIDE(3)#5 BARS PROVIDE SLEEVE 7 1 Ire 12' 7" 19• 21' LARGERTHAN UTILITY SAW CUT(NOT SHEARED)FROM HOT ROLLED WD PROJECT NUMBER PIPE FOR PASSAGE URGER THAN UTILITY PIPE BAR(ASTM A36)TO WITHIN 3/15 OF THE CONTRACTORS NOTE: 1 3/4• 15' T 22" 24' f RAIPD0001 U FOR PASSAGE BELOW SPECIFIED LENGTH. FOLLOW THIS DETAIL WHEN REPLACING A A FOOTING DAMAGED SLABS OR SLABS OTHERWISE •- REJECTED BY THE OWNER'S REPRESENTATIVE. CBI •. 3'COVER S002 AlANCHOR BOLT DETAILS /�4 UTILY PIPE BENEATH OR NEAR BUILDING FOOTING t Al1 NEW TO EXIST.CONSTRUCTION JOINT `� DETAIL AT LIGHT OLE FOUNDATION ~ SCALE: 1"=1'-0" A SCALE: 1"=1'-0" SCALE: 1"=T-0" A 14 SCALE: 3/4"=1'-0" 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 _ .__.. 17. 2 3 4 5 6 7 6 9 10 11 12 13 14 15 - _ 16 u'. T'. SCHEDULE 40 PIPE /RM " € SLEEVE X BEAM FLANGEWIDTH SPAW6 MAX. M pers w ! F 2852 Kelvin Avenue a w a Irvine,CA 92614 8 112"0 x LENGTH REQUIRED TO 'y w 949.753.7678 T COVER MIN.OF 4 HIGH RIBS. O 949.753.7878 F ORIENTATION OF ROD TO BE s n PERPENDICULAR TO RIBS zzz555 wdpaMers.com OF N Atlanta L # Boston Chicago F z L Columbus o Dallas METALDECK Los Angeles Yr Miami EACH SIDE Sacramento SEE SPECIFICATIONS FOR OF WEB - WIRE GAGE,3 WRAPAROUND MAX SPACING OF - BAR AND ONE WRAP AROUND HANGERS FROM DECK g SET.1201b MAX FOR#8 WIRE OR BEAMS,2-0" NOTES:1. WHERE ROUND OPENING DIAMETER IS D/B OR LESS,REINFORCING SHOWN IS NOT REQUIRED. - _ 2.MOMENT FRAME BEAMS,DRAG BEAMS AND � CHORD BEAMS MAY NOT BE PENETRATED WITHOUTH STRUCTURAL ENGINEER APPROVAL. K _ K Li Kill TYPICAL HANGER AT ROOF DECK ¢ K14 BEAM PENETRATION CALE: 1 2" 1'- z SCALE: 1 1/2"=1'-0" 1 =S / 0" — _.. _ —: lid II � 3W THICK J SEE PLAN FOR PLATE,TYP.x1/2 F" LOCATION BEAM FLANGE WIDTH(VERIFY) 114 1, yyy a 4M � 2: t k• H OPEN H t I d a \. "L'OPENING WIDTH "/2 MIN TYP.}/4 % s - SEE MECH'L-18'MAX -TYP. W 0 STEEL BEAM > M PER PLAN G G 0 g W Q It, �±14 TYPICAL BEAM PENETRATION L)V SCALE: 11/2 1 0" O W TOP OF WALL B - —I O t H U RARS TO W ZY TOP OF WALL MATCH VERT EE STANDARD 90° V/ REINFORCING, z /A F F HOOKTOP AND IYP. BOTTOM LINTEL REINFORCING: F " W (2)#5 FOR OPENINGS LESS THAN 5'4r TYP WALL i •3`AT 6`CMU r P100D UNISTRUT SPANNING ADD BRACE PERK (2)#fi FOR OPENINGS 5'-1'TO 1'-0' REINFORCING TYP.WALL 5"AT 8'CMU W BETWEEN JOIST BOTTOM WHERE REQUIRED (2)#7 FOR OPENINGS T-1'TO 10'-0' REWFOITCING 6'AT 10'AND 12'CMU 1/2'0 ANCHOR BOLT AT 4'-0" #10 S.M.S.AT EACH Y CHORDS.ATTACH EACH g. O.C.OR 3/8"0 HILTI KWIK CON FLANGE TYP. END WITH 1/2"DIA M.B.TO WHERE EXtESION IS NOT POSSIBLE, II SCREW ANCHOR AT 16"O.C. BOTTOM CHORD EXTEND BARS AS FAR AS POSSIBLE u. GROUT T AND HOOK,TYP. 1 = J FOR TYP.CMU REINFORCING USE 95 AT 24'O.C.EACH WAY FOR 8'THICK CMU WALL U.N.O. E DOUBLE NUT W/LOCK WASHER AND SQUARE p HEADED ANCHOR BOLT E WASHER ON TOP AND SINGLE NUT W/SQUARE EXTEND JAMB BARS FLOOR TO FLOOR OR LINTEL (STANDARD SQUARE OR HEX WASHER ON BOTTOM 3"MIN 12GA.WIRE MIN.WITH AT LEAST 48 db OR 2'-0'MIN.WHICH 4 COMPLETE TURNS WITHIN 1 FLOOR TO ROOF WHERE OPENING REINFORCING = BOLT HEAD CONFORMING 9'AX 1/Z'M EACH END.LOCATE N I - EVER IS LARGER EXCEEDS 4'-0'IN WIDTH OTHERWISE D LINTEL = TO ANSI B18.2.1)U.N.O. REINFORCING 45'-/-10^FROM VERTICAL OFF EXTEND 480 OR 2'-0'PASSED FACE OF E ONF lt?DIA.THREADED ROD EACH END OF UNISTRUT OPENING - ER PLAN.REICRETE IN OR E= TRACK NPUNCHED INSIDE EITHER P1000 1 SUPPORT IN ORTHAGONAL UNISTRUT SLEEVE TRANSFORMER DIRECTIONS IS TOTAL)TO TOP --- _ ___ g I_ R('PROVED NOT SHOWN FOR CLARITY ATTACHED 024"O.C.OR III', UNIT PER CHORD OF NEARBY JOISTS. ------------- $ FOR PHRMIT ISSUANCE HEADED ANCHOR BOLT SCOTT FAZEKAS&ASSOCIATES,INa I I..PIPE SLEEVE ELECTRICAL w r=750#MAX _ -'Y STANDARD90°HOOK WHERE DATE MIN.EMBEDMENT NOT FLOOR LINE 'ns have and reviewed for adher£ice to the • ' ' POSSIBLE a codas and ordinance. Autho zation is F 5 " r canted to Issue a bul'ding perm pending y y It a licabic City 1-E O Fp Yagencies. D P.Gape Is Jar e or granting of a permit ased on No. "m�.m P1001 UNISTRUT OR NT �' � of.peso plans si all not be coi trued to EQUIVALENT MIN. REINFORCING AT CMU WALL OPENING - ANCHORIHEADED STUD 1NIIIASONRYn of the p:nahle SINGLE MAT DOUBLE MAT p:e3Dm TYPICAL STEEL STUD AT CMU( "p:ovisiDrl,6 JP).....,9UC'T...... e D5 SCALE NONE D 11 SCALE: 1 1/2"=1'-0" ^Cws a av o D 1 4 SCALE 1 1/2"=1'-0" 9T "' P�. I = o BOLT TRANSFORMER TO DOUBLE NUT W!LOCK {II r -- -. -. _ 3 F TF EACH UNISTRUT W/MIN. r. m:nnnwr>,..�„::W.;-.rx x.o- e„m-:-va:,,rewaw::.zaJ� '*-r ,.:.•n ,....mew .. OF CAl (2)1/Z'CIA.M.B.(4 TOTAL) WWASHER ON ASHER ON BOTTOM OM AND I ° D.C.4)PER SCHEDULE AT 6' L .. z. ,• ' SINGLE NUT WSLQOCKE PLATE 1 '"•.................. WITH#10.16 5/30/07 MW CONTROL JOINT (2)MS VERT. (2)#6 VERT.MIN. C NOTE MIN.U.N O U N O If METAL DEC PP�ERN REVISIONS CONTROL JOINT 0—MPICAL WALL ELEVATONS • • I C ® C81 O$-04-07 FOR CONTROL JOINT LOCATIONS = (2)#10 S.M.S. 4 COORDINATE WITH ARCH'L I DRAWINGS. a # (2)3/8'0 HILT KWIK i If • • CON II SCREW ATTACH EACH I TO WALL W TH STUDS GAS ANCHORS STOP 50%OF HORIZONTAL DEEPLY RA10=BACK 6 x2%2 CLIPS AT 32 O.C. ____________________ MORTAR(31C)EACH El REINFORCING AT JOINT.50% i OF HORIZONTAL TO BE CONT. 31DE OF WALL.SEE ARCH'L DRAWINGS m THRU JOINT ALTERNATE BARS t• FOR SFAIANT El ISOLATED ROOF PENETRATION El 6 II OR PENETRALTIOONOF FGROUP 9El CIO 318'CONTROL JOINT Y'. J rMTROL (2)#5 VERT. (2)#5 VERT.MIN. 13 JOINTSTO SE III NO UNO I' IAUTELY4D'-0'MAXdQ EEWALLELEVATIONS OCATIONS. CONCRETE MASONRY L N cNlu wuL I. PLAN VIEW - WALL PER LAN. L STUDS REINFORCEMENT O PER PLAN PROTOTYPE r RAK HeY 4 Uj SHOWN FOR CLARITY SEE DETAILS AND/OR WALL ELEVATKMIS .d. REINFORPLACEMENT REMARKS 107 X Ills ❑ FOR CHORD,CRAG AND BOND BEAM BAR LOCATIONS AT FLOOR AND ROOF.THESE _ WNOT PENETRATE DECK STORE NUMBER BARS TO BE CONTINUOUS THRU JOINT, SEE ABOVE I 0`-3. RIBS I - J WRAP BARS EACH SIDE OF CONTROL JOINT WITH RUBATEX OR GREASED PENETRATE(2)DECK RIBS, y�{I ` I # 3'-fi' 18 GA z1'-85d'�' I' WE PR�ECTN NUMBER A .�� u I PLASTIC FOR 2'-a'EACH SIDE OF JOINT Bd PENETRATE(3)DECK RIBS, A I,..., fi"-8' 18 GA z1'S'1L1'-Y MAX �`. 81-10' 16 GA X2- CB7 I' 10"-13" 16GA;_2'-ff4 4' JOINT CONTROL CMU TRANSFORMER CONNECTION DETAIL TYPICALO TYPICAL ROOF PENETRATION TYPICAL STEEL AT CMU WALL A 1 SCALE: 1/2"= -0" A5 SCALE: 3/4"=1'-0" A 11 SCALE: 1/4"=1'-0" A 1 4 SCALE: 1 1/2"=1'-0" O O 1 2 3 1 4 5 6 7 8 9 10 11 12 13 14 15 16 215 16 ... 4 5 6 7.................. —8 9 . 10 11 12 13 14 It ........ It (4)0.145-0 HILTI'X-DNI' TOP TRACK WITH 1 1/2'MIN.EMBED (4)#10 SMS. ANCHORAGE (2)EACH FLUTE (2 EACH FLUTE M DEFLECTION TRACK- M 2� fflio e rs SEE SCHEDULE STUDS PER HORIZONTAL TRACK BLOCKING 20 TOP TRACK-SEE SCHEDULE CA MIN.2"FLANGE AT EACH END SCHEDULE 2852 Kelvin Avenue OF WALL AND AT""MAX • Irvine,CA 92514 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 FORM A 4"OVER LAP 4x4xl6 GA.xl'-V • 4x4x16GA.1'-0" C-STUD,SEE SCHEDULE ANGLE ANGLE wdipartners.corn STUD PUNCH OUT (4)910 SMS (4)#10SMS 4. (2)910 SCREWS t EACH SIDE-TYR 1���K WITH CONCRETE FILL Atlanta tl Boston (4)0,145-0 HILTI'X-DNI' L WITH 1 112"MIN.EMBED (4)#10 SMS I r4 j STUD PUNCH OUT L Chicago Columbus #10 SCREWS PROVIDE STRAP WHERE NO Dallas SHEATHING OCCURS AT STUDS. EACH STUD #10 SMS EACH SIDE Los Angeles EACH SIDE-TYP. Miami Sacramento 1 10 x 20 GA. BOTTOM TRACK HORIZONTAL STRAP CONT.AT 4,_O"O.C.MAX 4x18GA.x1'-0" 4x4x 6 GA.V-0" II (4)#10 SMS (4)#10SMS BOTTOM TRACK 4x 1 ANGLE ANGLE FULL HEIGHT WALL ANCHORAGE {, METAL DECK WITH CONCRETE FILL _�FTAL DECK ONLY K K STRAP OPTION K UI 8 TYPICAL BRACE ANCHORAGE DETAIL AT DECK SCALE: 1 1/2" V-0" BRACE ANCHORAGE (2)#10SCREWS AT DECK --- 2 CONCRETE FILL (2)#10 SMS AT BRACE-SEE SCHEDULE EACH STUD STEEL MEMBER METAL DECK 1 1120 112x 16 GA_x PROVIDE STRAP WHERE NO (2)#10 SMS AT EACH STUD 1L 0-4-WITH(4)#10 — SMS AT EACH LEG. 1�5 MAX A-A CHSIDE-TYP. A SHEATHING OCCURS AT STUDS.EA PLATE-16 GA.x CONT. METAL DECK 1 MIN (2)0.145-0 HILTI X-DNI- PLATE-16 GA. Z _TTT1_ A WITH 1 112'MIN.EMBED x CONT. m DEFLECTION TRACK- • 1 11 1 1 1 MIN. (2)0.145-0 HILTI X-DNI' (2)EACH FLUTE AT EACH STUD-(1)EACH SEE SCHEDULE I SIDE(ICBO ER-2388) TOP TRACK-SEE (2)#10SMSATEACH O SCHEDULE STUD _ O 0 BRIDGING OPTION #10 SMS EACH SIDE RACE P. C-STUD-SEE METAL DECK WITH SCHEDULE CONCRETE FILL DECK ONLY -)o GA.STUD WITH 1 3W 0 ST&49!�;.I FLANGE AT 4'.O'O.C. STUD PUNCH OUT TR 4'-V MAX 4 CONCRETE FILL 4WO GA.STUD WITH 2" 'MAX 61 (2)#10 SIMS AT (2)#10 SMS AT STEEL MEMBER FLANGE AT 4'-1 H 1, EACH STUD EACH STUD _0.MAX CH OUT 8, 6`1,20 GA.STUD WITH 2 STUD PUN k FLANGE AT 4'-0'0 C 18 2-12 H4METAL STUD BACKING DETAILS SCALE: 1 V-0" #10 SMS EACH SIDE METAL DECK METALDECK 18 2-12 BOTTOM TRACK O 01 to CD > Lo G (2)1/2-0 HILTI KB-111 (2)112'O HILTI KB-III G IM BOTTOM TRACK WITH 4 VVEMBED WITH 4 114"EMBED ONCRETE FILL (1)EACH FLUTE (1)EACH FLUTE (D METAL DECK ONLY 1 FlI ANCHORAGE Uj G8TYPICAL INTERIOR TOP DEFLECTION TRACK ANCHORAGE TYPICAL INTERIOR WALL STUD SCALE: 1 1/2' V-1)" G14 SCALE: 1 1/2" V-0" ;R 0 LLF 4 LU (n 0 (4)0.145-0 HILTI'X-DNI' --f • AT EACH STUD-(2)EACH LU Z 91DE 1 1/2'MIN.EMBED 4 4.1:S.A. MS (4".)4x11:S.M.Sx ANGL LONG E LONG ANGLE (2)0,145-0 HILTI%-DNI' (ICBO ER-2388) (2)0.145-0 HILTI%-DNI' O F 4"xl:GAO .STUD WITH(2) 4"xl 6 GA.STUD WITH(2) AT EACH STUD-(1)EACH CONCRETE AT EACH STUD-(1)EACH IF _j O "to SIDE(ICBO ER-2388) CURB SIDE(CCBO ER-2388) LU #10 MSATEACHSTUD SIMS AT EACH STUD O L CONCRETE CONCRETE CONCRETE CONCRETE < LU SLAB TOP TRACK METAL DECK CONCRETE FILL ���,H CONCRETE FILL SLAB SLAB EDGE ANCHORAGE I U lub—. (4)114'0SMS DEFLECTION TRACK- T (4)114-0 SMS(2) SEE SCHEDULE EACH FLUTE CONCRETESLAB CONCRETE CURB CONCRETE EDGE TOP TRACK-SEE SCHEDULE #10 SMS EACH SIDE E E —\I 1 (4)#12 SMS ¢ • O C-STUD-SEE AT EACH STUD-(1)EACH 0 (4)#12SMS SIDE I ER-2388) APPRO•D SCHEDULE • Fi 4.4x1I1 GA.T-0' OTT FAZ PERMIT I UANCE LONG ANGLE I SC FO EXAS&A OCIATES,INC. STUD PUNCH OUT O 7, 4x4x16 GA x". I LONG ANGLE t 118 2-12 1/8 -12 DAB i iv!,ins have been revie ed for adherence to the I O 4'.16 GA.STUD WITH(2) 4"xl 6 GA STUD WITH(2) _!e iv!,ins have been revie #10 SMS AT EACH STUD #10 SMS AT EACH STUD , e:,_codes and ordin nce. Authorization is STEEL STEEL ,nled to issue 11 it permit pending I applicable It, MEMBER MEMBER I.J.- all a licabf -e.icies: METAL DECK ONLV METAL DECK ONLY hi a permit based on Pll�,':",?c,01.0..r g,'1:nt.I not be construed to .*,on of he applicatil r�it ppresu ad to give Poi,-i �!aporove any viol L D col ,,,r0,nance. No D m he STEEL &utnont, or can provisions of such (D TFIG;;AI1MMWM— 10deS Shall a valid. t. 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" D1—r SCALE: 1 1/2" V-0 9TP- OF CALIF MULTIPLE 5/30/07 STUD/JAMB REVISIONS 0 0 C DOUBLE WALL STUD WALL STUD (2)TRACK ANCHORAGE OV EACH SIDE AT MULTIPLE STUD 13 T BOTTOM OR TOP El TRACK El VX16 GA.TRACK- 6'x16 GA.TRACK-NOT OVER STUDS NOT OVER STUDS LL TRACK ANCHORAGE B (3)111 LOW-PROFILE HEAD (3)#1 Ox IT LOW-PROFILE HEAD EACH SIDE OF STUD 1S AT EACH STUD-TYP.TYP.SCREWS AT EACH STUD-TYP. SCREW B Uj 0 jiIII PROTOTYPE 107 X 163 STORE NUMBER BOTTOM OR TOP TRACK #10 SMS AT32*0.C.AT CDR NERSTUDS-TYP WD PROJECT NUMBER 4, O Al A STEEL M'2-12 L 71C�11 7 STEEL BOTTOM ORTOP—K A RAIPD0001 A TYP.WALL STUD WALL MOUNTED ITEMS I MAX) WALL MOUNTED ITEMS(1501b TO 3001b) 11 K ANCHORAGE , TRAC K EACH IDEOFSTUD S S 004 1(1) A8METAL STUD BACKING DETAILS A INTERIOR WALL CORNER FRAMING SCALE: 1"=V-1)" A I—T SCALE: 1 1/2"=1'-0" 15 16 2 ............ 7 FOUNDATION NOTES: PAD FOOTING SCHEDULE CONTINUOUS FOOTING SCHEDULE COLUMN SCHEDULE 1-SEE SHEET TOUT FOR GENERAL NOTES,AND SHEET 80-02 AND 8003 FOR STANDARD DETAILS. 113.COMBUSTICN HEATERS SHALL NOT BE USED DURING CONCRETE PLACEMENT UNLESS I 2.SLAB-ON-GRADE SHALL CONSIST OF 5"CONCRETE SLAB REINFORCED WITH#4 AT 16"D.C.,SEE tii PRECAUTIONS ARE TAKEN TO PREVENT EXPOSURE OF THE CONCRETE TO EXHAUST GASES. MARK FOOTING SIZE THICK 807T.III REMARKS MARK FOOTING THICK REINFORCING TIES MARK COLUMN SIZE BASE PLATE SIZE BASE PLATE EQ. -EQ. M -1 9,EQ. EQ, Pjq- M ers 3.C.J.INDICATES CONTROL JOINT,SEE 3002-111. 11 " (6)#6EACH (2)#5TOPAND 14.COLUMN ISOLATION JOINT.SEE DETAIL 3002-GI4. F1 6-0SQ. 18 I jr2" 4.FOR DOOR OPENING SIZES AND LOCATIONS SEE ARCH.DWGS.FOR SLAB AND FOUNDATION PENETRATIONS SEE MECH AND ELEC.DWGS. 15.SLOPE SLAB TO DRAINS TYPICAL.REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. WAY CFI 24"x CONT. 12' BOTTOM #3 TIES AT 3T C1 HSS 6xi 12il TYPE A 11n, TIP. 2852 Kelvin Avenue 5.T/FTG.(-V-#")INDICATES DISTANCE BELOW FINISHED FIRST FLOOR SLAB ELEVATION TO TOP OF FOOTING. 16.FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS OF THE SOILS REPORT. 12 (4)#5 EACH #3 TIES AT 32" C2 HSS 4x4x1/4 loNxion)(112" TYPE A -1/4 949.753.7676 T F2 Y-6"Si CF2 30'.CONT. 12' (3)#5TOPAND Irvin.,CA M14 WAY BOTTOM INDICATES COLUMN MARK,FOR SIZE SEE SCHEDULE. 17.SEE ARCH'L.FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN. INDICATES FOOTING MARK,FOR SIZE SEE SCHEDULE. 18,PRIORT0 THE CONTRACTOR REQUESTING A BUILDING DEPT.FOUNDATION INSPECTION, F3 Y-13"SQ. 12 (4)#5 EACH (3)#STOPAND 949.753.7678 F CF3 42'.CONT. I? BOTTOM #3 TIES AT 3? C3 SEE 8204-Jl SEES201-F7 I I WAY STEEL 6.THE SUBSTITUTION OF CAST-IN-PLACE CONCRETE WALLS IS PERMITTED.THE CONTRACTOR SHALL PROVIDE TYPICAL DETAILS FOR THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT. wdpartners.com APPROVAL. I.THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. (5)#6 111 AND LEGEND: PLATE-SEE THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED F4 4'-0',,,T-0' C4 HSS 1211111112 SEE 8201-F13 SEE COLUMN 18" SCHEDULE SCHEDULE 7.ALL ELEVATIONS ARE RELATIVE TO A FINISH FLOOR ELEVATION OF 100'-0"(REFERENCE ONLY). (9)#6 17) FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 0 C5 HSS Bl 8.CONTRACTOR TO PREPARE SUB GRADE FOR BUILDING PAD AND PAVING AREAS PER GEOTECHNICAL ENGINEERS REPORT AND (7) L 3/4"121 ANCHOR 19.ALL CMU WALLS ARE WTHICK WITH 05 AT 16"D.C.(VERTICAL),#5 AT 32-D.C.HORIZ. F5 18, (06 )AND 15'1 TYPE A Atlanta RECOMMENDATIONS. 9)#6 IT) BOLTS Boston 9.PROVIDE NEW TROWEL BLADES FOR CONCRETE FINISHING OF FLOOR SLABS. C6 HSS 41 10001 TYPE A L TYPE A - Chicago 20. INDICATES BRACE FRAMING,SEE DETAIL Si L 10.WELD WIRE FABRIC IN EXTERIOR SLABS WHERE INDICATED SHALL BE PLACED IN SHEETS,AND CHAIRED TO 2"BELOW TOP OF SLAB. Columbus 11I.ALL SLAB JOINT LOCATIONS SHALL MATCH THE LAYOUT SHOWN ON THE PLAN.THE CONTRACTOR MAY PLACE CONSTRUCTION Dallas JOINTS IN SLABS AS NEEDED,SEE 11111102-Al1. 21.CONCRETE FLARE OUT REQUIRED FOR POP-OUT FRAMING.DEPTH TO MATCH ADJACENT NOTELos Angeles 12ANTERIOR SLAB CONTROL JOINTS SHALL BE AT A MAXIMUM CENTER SPACING OF 15'-0".EXTERIOR SLAB CONTROL JOINTS SHALL FOOTING, STEP FOOTING FOR ANCHOR BOLTS LENGTH Miami BE AT A MAXIMUM CENTER SPACING OF 30 TIMES SLAB THICKNESS. 22.AUL FLOOR SLABS SHALL BE CONSTRUCTED TO HAVE A MINIMUM FLATNESS OF F(=50 AND A LOCATION AND EMBED,SEE S002-Al Sacramento MINIMUM OF LEVELNESS OF FI=25. .......... K K (-w T D T Ji 14' - 10`410' 21 3Y-T 41'-8' IZ-4 11-11 7W Z, B-r .3'1 14'-0' 1914,M.O. 13'$ 21-4-M.O.26--V 2T4 4--T 91-1" 3--D- Z V IT-O' �Z-81 14'-U' �Z-8` W-0" Z-8 5--5- 14'-1* 14--0 a,-8, 4 o .0 15-0 J1 J. 4.2 w 4.2 A to F�TOi MR% !6 4.0 -;gI kf 79. . .. . . . . 4.0 T-G` -F 3.9 F H S203 A14 L T/ Ite E-2 3.8 z S1201�K�133.6 Ep S203-A 5 .1 T7 U.1 _ 7 T ;0>�- Si 1 G �< G C.J. C.J. 7'-1 lif I I I -I&- ;, 4-11 017F 10 uj TlFT3 TIFTG TIFTG TIFTG f 0 u 3" j (991- (99-4.) (Bill 7 , 08 F F F N PP LU Cn 0 IL Nx I C.J. IL N X"I C.J. U.1 Z C, L L T/FT3 F (99--3) S002-Al 1 90 F TYR -�-] LU 2.6 TOP OF Ci BLAB "EVATION'100i M S002-Gl § m Cli. C.I. 119 R. COLUMN III 3204-Al ISOLATION JOINT. Sim. F-I TIFTGT/FTG TIFTG T/FTG TIFTGSEE 90-02 G-14 TIFTG F- -1 r- -I F2 F,/III,] E L L o L u. L S201-A L C.j. II TYP.1 3 L L ,v 0ii F III 7 C.J. C.J. k D LIFT SLAB DEPRESSION io COORDINATE LOCATION W1LS1`FZTEl I Si I - APPROVED Soo'... -11 15116" FOR PERMIT ISSUANCErasraa SCOTT FAZEKAS&ASSOCIATES.INC. -15243-4 U. �-4 A y DATE CT. "z _ - S203-A 3 111. L I C clans have been reviewed for adherence to the 0 C.J. C.J. t Si"t codes end ordinance. Authorization Is inled to issue a building permit pending 5/30/07 0 prc.--- y all applicable City agancies. PROVIDE SLEEVE 0 is,,.nco 0,gradingralt a permit based on "I nl these P,., , I IN COT' not be construed 10 FOR PLUMBING. REVISIONS C LOCATIONWITHP UMBING I or al:yrove any violation of the applicable co�a'or ordnance. No P rmit presumed to give DINGS.SEE 30 "Ali il ? c C El PCI 04-27-07 • to �.or cancel the provisions of such M C131 05-04-07 El ooali shall be va:; !? - - - -- - - - - - - 4 ' N 1111112-KII -7 2-V E3 E3 l8i M.O. .24r l4i 7/B' �-Ili 14'-0" 1 1 .3--r �3--X 211ri 4'-11' e4r M.D. B o. B" 0 13 3T-T iE a. 5NOTE: w. FOR LIGHT POLE FOUNDATION z B A DETAIL SEE 5002-A14 PROTOTYPE 0 107 X 163 STORE NUMBER WD PROJECT NUMBER 1A A RAIPD0001 z D FOUNDATION PLAN S101 0 A LL SCALE: 1/8" ILO" -j86 3 6 7— 6 MEZZANINE FRAMING NOTES: 1. SEE SHEETW1 FOR GENERAL NOTES AND SHEET 50-02 AND 500-3 FOR TYPICAL NOTES, 2 SEE ADDITIONAL ORAL FRAMING NOTES ON 81101 3: I TOP STEEL ELEVATIONS INDICATED ARE NOTED(--j ABOVE DATUM FIRST FLOOR SLAB ELEVATION,UNLESS OTHERWISE NOTED. M 4 FOR SIZES AND LOCATIONS OF FLOOR PENETRATIONS,SEE ARCH.AND MECH DRAWINGS. M BAR JOIST f. 5: INSTALL BRIDGING PER MANUFACTURER'S REQUIREMENTS. 6. ALL CMU WALLS ARE 8"THICK WITH#5AT I@-D.C.(VERTICAL),95 AT 32-O.C.(HORIZONTAL)WITH(2)#5 E.F.TYP.JAMB BAR(2)#6 E.F.TYP AROUND OPENINGS. 2852 Kelvin Avenue 7. ALL JOISTS SUPPORTED BY WALLS AND JOIST CONNECTIONS TO THE WALL SHALL BE DESINED FOR Fx 0.8k AXIAL LOAD(TENSION OR COMPRESSION, Irvine,CA 92614 1.3 W OR E). 949.7537676T 8. MEZZANINE FLOOR CONSTRUCTION:4"NORMAL WEIGHT CONCRETE(Fc=3DDO PSI)WITH COMPOSITE STEEL FLOOR DECK,REINFORCED WITH 949753:7678 F 6x6_Wj XWl A WELDED WIRE FABRIC.STEEL DECK SHALL BE PRIMER PAINTED,SEE S202-G1 9. 1 112-x2l)GA.'B FORM 1-011'METAL DECK Ell IEROO WITH PUDDLE WELD AT 1 1 QC�,TYP.AND BUTTON PUNCH AT 24'D.C.AT SEAM.o' '. I wolpartners-on 10. INDICATES BRACE FRAME BELOW FLOOR,SEE S20W1. Atlanta Boston Chicago L L Columbus Dallas Los Angeles Miami Sacramento K K 163'4" 14--810-L 25'-6' 33" 41'-W 8'-1 1718- 2- 112JLI ———— CANT S202-G4 TM 0.7-- 4.2 '4 HISS 10x4x114 4.2 (5PLACES) 4.0 . . . . . .. 4.0 205-011 3.9 TyPWALL BIucE . 3.8 NIT. CANT. H ANGLE HISS 1 0.4-4 BRACES(GF PLACES)-� IS PLACES)?A q" ON II C12x20.7 3.4 3.3 S202-A4 W.P. Ly CD (') 10k3 > Ln G 10k 3541250 S204-JI CcNn 10k 3541250 LU 50 0024 13 101,35Q50 10k 364= S202-Al S204-Al.. 0 LU W CURVE 10k 364 3.0 C1100).R-2'539 - — - — - — - — — - — - — - Lu U) C) LU Z C 1D)QO Olk 354V/225D 7- 1 Ok 35050 Fn W I0x12 10k 354a% F F W Will = LU 13 ZS20.4-A� M!, !? LU a I0k3W50 W10x12 1100541250 co 11 Ok 354t250 WI0x12 S202-A4 1101,3%250 11k— '0 W 1246 '-k Clo"Zo 101,3541 00-i2- I CU ENE)OF to 101,3541250 CI 0.R=2'5V 101,354/250 o I 7 0 lkw 1810 S204-Jl C1 II—E BY LIFT MANUFACTURER .F..E 6 < D No. is A APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES.INC. 1 5/30/07 Y—DATE_ - TYRAT �:'se ohms have been reviewe MASONRY codes and ord;nar .1.10,Authorization dlenenc.9'ttonlb: I- A"t'.iz . CORNERS ;-.led to issue a building permit pending REVISIONS SOO. .-rcv C all applicable City agencies- PCI 04-27-07 z Ir, il-o ice or granting 0,,f a permit based on T plans shall not be construed to E3 CB1 0"4-07 T T T It c rdIrence. )q, f Fern�a- -,-rove any V10'a"On 01 the applicable M 0 ,Pe C=211 authority � 11la!e or cancel the provisions of such not Presumed to I al :odes shalt valid. Live S202-G4 I o I M in M M NO 0 0 B B 26-6' 33-3' 41'-W I A 39j A 162'4' PROTOTYPE LU 107 X 163 z STORE NUMBER z 16 WD PROJECT NUMBER A FZAIPOD001 N N LU MEZZANINE LEVEL FRAMING PLAN 02 Al SCALE: 1/8"=1•-0" 2 V Inn 6 7 8 9 10 ti 12 13 14 15 16 _ 3 4 5 6 7 8 9 10 11 12 13 16 ROOF FRAMING NOTES: ROOF METAL DECK SCHEDULE ALTERNATIVE ROOF METAL DECK SCHEDULE -_ 1. SEE SHEET 5001 FOR GENERAL NOTES AND SHEET 5002 AND 5003 FOR TYPICAL DETAILS. 10. PRELIMINARY SPRINKLER MAIN LAYOUT IS SHOWN ON THE SPRINKLER DRAWINGS(SUBJECT TO 21-0- 24-0" 12'-0' 17-0" 24'-0• 2. METAL ROOF DECK SHALL BE 36"WIDE,1 in'DEEP,(PAINTED)WIDE RIB(TYPE B)ROOF DECK.DIAPHRAGM FINAL DESIGN).JOIST MANUFACTURER SHALL ADD THE FOLLOWING SPRINKLER MAIN LOADS TO THE - - 1 "II €.. FASTENING TO FRAMING MEMBERS AND DECK GAUGE SEE SCHEDULE S103. PANEL POINTS OF JOISTS AND JOIST GIRDERS WHERE APPLICABLE. M 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 DEEP UNLESS NOTED OTHERWISE. 6"MAIN - 32 PLF M 4. ALL STEEL JOISTS SHALL BE CAMBERED IN CONFORMANCE TO THE SJI SPECIFICATIONS.JOISTS LESS 8"MAIN - 50 PLF RIONT- ers THAN V-0"FROM WALL SHALL HAVE ZERO CAMBER AND JOISTS BETWEEN SAND U FROM WALL SHALL 10"MAIN - 75 PLF NOTE: HAVE HALF CAMBER OR LESS. ADDITIONALLY,THE JOIST MANUFACTURER SHALL ACCOUNT FOR LATERAL AND VERTICAL SEISMIC ROOF DECK FASTENER -FASTENERS ARE BY HILTI OR PNEUTEK,SEE ROOF DECK FASTENER SCHEDULE. € -ALL SIDE LAPS ARE CONNECTED BY PUNCH LOK TOOL 2852 Kelvin Avenue S. STEEL JOIST DESIGNATIONS GIVE THE TOTAL DEPTH AND SERIES FOLLOWED BY THE TOTAL UNIFORM FORCES FROM THE FIRE SPRINKLER SWAY BRACES(WHEN USED).COORDINATE LOCATIONS AND SCHEDULE -DECK TO BE TYPE PLB-36 BY VERCO 1=0.218in;+S=0.235in;5=0.248in Irvine,CA 92614 LOAD(PLF)/UNIFORM LIVE(OR SNOW)LOAD(PLF).THE JOIST MANUFACTURER SHALL DESIGN THE JOISTS INKEN3ITIES WITH FIRE SPRINKLER CONSULTANT. ZONE 1 ZONE 2 20NE 1 ZONE 1 ZONE 2 ZONE 3 ZONE 2 ZONE 1 _DECK TO BE PRIMER PAINTED OR GALVANIZED. 949.753.7676 T FOR THESE UNIFORM LOADS,AND FOR THE NON-UNIFORM,CONCENTRATED,AND/OR AXIAL LOADS 11. WHERE STEEL JOISTS SUPPORT PREFINISHED METAL ROOF STEEL JOISTS SHALL BE DESIGNED SUPPORTING MEMBER 949.753,7678 F PROVIDED ON THE DRAWINGS. ASSUMING THAT ROOF PROVIDES NO BRACING OF THE TOP CHORD AGAINST LATERAL FASTENERS -VSC=VERCO SIDE LAP CONNECTION. DISPLACEMENT.PROVIDE BRIDGING AS REQUIRED TO BRACE THE TOP CHORD AGAINST LATERAL iHICKNE55 6. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT,DUCT WORK,PIPES,CEILINGS,FIXTURES,ETC.THAT ARE wdpaM1ners.mm TO BE SUPPORTED OR HUNG FROM THE STEEL JOIST SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE DISPLACEMENT. 118, HILTI X-EDNK22 OR PNUETEK SDK61 PANEL POINTS OF THE JOIST(SEE TYPICAL JOIST LOAD STRUT DETAIL S002-131).METHODS OF FRAMING 12. PLACEMENT OF SPRINKLER CONTRACTOR'S PIPING AND STEEL CONTRACTOR'S JOIST BRIDGING THAT INDUCE BENDING TO THE JOIST CHORD OR WEB MEMBERS WILL NOT BE PERMITTED.COORDINATE SHALL BE COORDINATED BY THE GENERAL CONTRACTOR.THE CONTRACTOR SHALL MAKE 1/8'-114. HILTI X-EDNK19 OR PNUETEK SDK63 BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. PROVISIONS FOR THE STEEL ERECTOR TO ADJUST/RELOCATE BRIDGING OR SPRINKLER Atlanta 7. APPROXIMATE WEIGHTS OF ROOF TOP EQUIPMENT ARE SHOWN ON THE PLAN.USE A MINIMUM LOAD OF CONTRACTOR TO ADJUSTOR RELOCATE PIPING WHERE CONFLICTS OCCUR.ALL CHANGES 1/4'-318' HILTI X-EDNK190R PNUETEK K86 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 8' Boston 113 THE LISTED UNIT WEIGHT APPLIED TO THE SUPPORTING JOIST AT EACH CORNER OF THE UNIT.VERIFY REQUIRED OF THE JOIST BRIDGING SHALL BE DESIGNED BYJOIST MANUFACTURER. PUNCHED SEAM WELD AT 12'O.C.AT SUPPORTING O.C.WITH 7 HILTI FASTENERS PATTERN AT SUPPORTS. Chicago L ALL LOADS,LOCATIONS,CURB SIZES,AND OPENING SIZES WITH MECHANICAL CONTRACTOR PRIOR TO 13. JOIST AND JOIST CONNECTIONS TO THE WALL SHALL BE DESIGNED FOR Fx=8.5k AXIAL LOAD(1.3 W FABRICATION.ADJUST SPACING OF STEEL JOISTS AS REQUIRED FOR MECHANICAL OPENINGS.SEE OR E),TENSION OR COMPRESSION AND Fy=8.5k(1.3 W OR E)UPWARD AND DOWNWARD.ALLOWABLE MEMEBERS PARALLEL TO DECK AND 7 WELD PATTERN AT ZONE 2 20GA.x 1 1/2'PRIMER PAINTED STEEL DECK WITH VSC AT L Columbus STRESSED INCREASE ARE PERMITTED. SUPPORTING MEMBERS PERPENDICULAR TO DECK. 12"O.C.WITH 7 HILTI FASTENERS PATTERN AT SUUPORTS. - Dallas DETAILS S201-A4,3201-A7 AND 3201-Al FOR TYPICAL FRAMED OPENINGS. ZONE 2 20GA.x 1 1/2"PRIMER PAINTED STEEL DECK WITH BUTTON ZONE 3 20GA.x 1 1/2"PRIMER PAINTED STEEL DECK WITH VSC AT - Los Angeles 8. ALL JOISTS SUPPORTED BY WALLS AND JOIST CONNECTIONS TO THE WALL SHALL BE DESIGNED FOR 14. LOCATION OF STRUCTURAL MEMBERS,SEE S203-Al.THE BRACE ANGLES SHALL BE FIELD ADJUSTED. PUNCHED SEAM WELD AT 24'O.C.AT SUPPORTING 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 ARE 15. TOP OF STEEL(T.O.S.)EQUALS UNDER SIDE OF METAL DECK BEAMS AND JOIST AT DIFFERENT Sacramento MEMBERS PARALLEL TO DECK AND 5 WELD PATTERNS AT Mlami PERMITTED. ELEVATIONS REFERENCE THEIR LOCATION 2 FROM TOP OF STEEL,U.N.O. SUPPORTING MEMBERS PERPENDICULAR TO DECK. 9. ALL LEDGERS ANGLES TO BE 4x4x318,U.N.O. 16. SEE 3205-K11 FOR BRIDGING CONNECTION AT WALL. K K al N M K J H G F D C BJ 6.2 B.1 B A 17-1' 163'-0' 4'-01rl 10411' 18'-10' 25'-T 33'-3' 41'-0• 17-0 VB" '-01n" 8'-11 718' 2 to I 1'-0' J 4 4 J IN a Q 4.2 m 8"MASONRYTYP. m nSOF y rLr - e v 4.2 4.0 - - it - - - 4.0 (+121'A'1,OS,LINE I T � szo5. 1a - - 3.9 T _ S205-A14 P UP y S203-A14 OS WALLBRAC TYP. POST 3.8 UP H PC1 OVER OPENANGLE NG a 8x6x318 P�q H szoz-A1a TYP C 3.6 ANGLE 6zfiz3/8 S203-A5 L3 3 $ S S < $ 3 < 4 S $ S o S e e POST - UP s a H � Q x x r Y x e e x �, r \ a 03-A1 s t; ; M 8"MASONRY 4x4xin RTU 2 S E NOTE 13 L6 TYP. 12fi8# L4z4xtn RTU-1 C in °--° (V G Lazaxin 1253# L4x4x1n G Q < e v 5201-At. 320-A10 W U a PC1 TYP 203-A71 C) A/ MECH Li 3.0 - w 8x46 W 111.6 W 24x62 UNITS W 24x62 W 18z46 S 2_D7 O W '4 202-D7 12'-6 316- 120'-6 Slit' (+12V-6 3re• (+12P-6 3/8' (+ 3.0 Q �xI2' .s.) 7.O.S.) T.O.S.) T.O.S.) T.O.S.r.o.s.) I W G202-K1 i O TYP. I Ax ANGLE BRACE I W Cn e a S202 K13 0 o a e S e e e < e S g e o o a 3 POST F J o R N N a a a a a a a 3 a a a TYP.UP 4 W S205-D14 W Y I a CO J _ L4x4z n -"'•.. 2.2 b ANGLE BRACE S202-D7 2.6 - W1 W 18x46 I I W 2442 W 2462 W 18.46 5202•D7 (+11 11-314 .OS.) ` (4 19'-11-3/4' +11ir-11 4 +119'-11-314' H19'-11-3/4 2.0 Lox"n S20-Kl-O T.O.S.) T.O.S.) T.O.S.) T.O.S.) - E a L4x4 n 4 4 112 L4x4x1r2 R L4z4z1/2 E W MASONRY E NOTE 13 PC1 TYP. C RTU-3 1,4A.W 209DN. L4x4x1n S S S S 6 3 g 3 S e S 3 V V W S S S {9 S 3Q q D m m is g D_ ✓ L Id ti .G 9 w€ 5004468(5)Eq.SPACES 25'-6' (6)EQ.SP S=33.T' V)E SPACES= 1'A" (4)EQ.SP ES=23-0' 3'41' -0' ( EQ.SPAC S � 5203-A8O TzlP`P,.:' I I I S203-A14 3 T `......�........: , _ s ..9lF OF CAUYF�e.•°tl 5/30/07 WALL RACE APPROVED-OVER PENING FOR PEQMi T ISSUANCE PC7 5C0TT FAZEKAS 8 ASSOCIATES,INC. REVISIONS DATE C (] PC1 04-27-07 (+119'-0' .O.S.LINEn a Mans have been reviewed for adherence to the codes and oroinanco. Authorization is CB1 05-04-07 "ented to issue a building permit endin9 El Pc2 os-za-07 g•Mg3pNRy ryp, I :P v:by all applicable City agencies. P Issuance or granting of a permit based on w m :emi I or these plans shall not be construed toEl rn approve any violaLon of the a livable s rya yes r A r,,io ate or can No cel theermit provis provisions of sad In uch odes st:a,ba valid. a13 a J^ 124" -11' 25'-0' 3YT '-8'41 -A li B 187<' B N M K J H G F D B A III ® Z PROTOTYPE L 107 X 163 Q STORE NUMBER WD PROJECT NUMBER LL A A RAIPD0001 LL -------- ___ ., _,,.-.„�-< �,".:�,.:....v•....,�.,.v.�.".• ,� y:�;,�...,��_•.::.. __-_, :,.�.:"pax �,:,:�,,..hM�,.,�„:,,u�,�,�,...�:,«n....M,,;.,�.fs�,,,�: R.+,,� :: O Al ROOF FRAMING PLAN A' 2 SCALE: 31 "=V-0" __. 10 11 12 13 14 15 16 � ,::., 1!8 _ 2 �". 3 *,��M, 4 � � 5 a,-�.•..��-.• 6 7 8 9,..,, �;:- �;,��.�a .._-:�:,��f,• yw,� <s,��. eT,,,..�•: a.:,„� Y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PREFAB * f METAL CURB ROOF TOP EQUIPMENT MOUNTED TO PREFAB METAL I f'. ANCHOR PREFAB METAL CURB CURB AS PER MANUFACTURERS " THROUGH METAL ROOF DECKAND RECOMMENDATIONS M REINFORCING CHANNEL WITH(2) = M ' #10 TEK SCREWS SPACED 170.C. ffl_ ! partners # BRACE FRAME METAL ROOF 4 DECK CONTINUOUS REINFORCING 8' PER ELEVATOR MANUFACTURER COLUMN PER$�JT GNO �+ 2852 Kelvin Avenue CHANNEL(1/8'MIN.)BY #4 DOWELS ) Irvine,CA 92614 _ PER ELEVATOR - AT 16'O.C. 949.753.7676T METALSTUD GENERAL CONTRACTOR MANUFACTURER 8'REINFORCED 949.753.7878E CMU PER PLAN MASONRY TIP. PER SECTION #4 AT 78' -d ( ) D.C.(T) tl ertners.com STEEL ANGLE � #4 DOWELS AT 2'-0' 112"PREFORMED EXP.JOINT �"'P BELOW CURB 1/8 2S O.C.,(3)MIN.PER WALL AND SEALANT(TYP.) HIGH RB CONDITION ° a 4 I. 1-0 CONCRETE SLAB 2'"0" PER PLAN Atlanta PREFAB a 1 FIN.GRADE,SEE Boston ROOF 70P EQUIPMENT :,. • 1 CIVIL DWGS Chicago METAL CURB #4 AT 16" L MOUNTED TO PREFAB METAL O.C.(8) ° -( - FINISH FLOOR L Columbus SEE PLAN ANCHOR PREFAB METAL CURB CURB AS PER MANUFACTURERS F Los m eles THROUGH 2O FLAT SHEET AND RECOMMENDATIONS € d Dallas i6 GA.TRACK WITH 9 Miami REINFORCING CHANNEL WITH 16 16 ° ` d 9 0.1450 HILTI X-DNI AT 12' C2) - a O.C.STAGGERED-TYP. 16 #10 TEK SCREWS SPACED 1, O.C. g ° n ° d METAL DECK OR PROVIDE#4� LAP SPLICES PER DOWELS AT EACH END #5 DOWELS GENERAL NOTE IF Sacramento 20g FLAT SHEET,9'WIDE 5,18 TO ANGLE OF#4 BOTTOM BAR ANGLE 6x8x1/2 WITH METAL ROOF (CONT.)BY GENERAL - ° AT 37 O.C. 3/4"Ox6'HEADED DECK CONTRACTOR CONTINUOUS REINFORCING d ° STUDS AT70.C. CHANNEL(178'MINJ BY 4 w it GENERAL CONTRACTOR - °d w z TIES PER CONTINUOUS d° g FOOTING SCHEDULE 910 TEK SCREW AT I2'O.C.-- w ON SHEET 5101 STEEL ANGLE / 2. m • REINFORCE BELOW CURB 118 2S io- PER SCHEDULE K GRADE BEAM LOW RIB CONDMON i; PER S2074170 ALTERNATE BEND K II SEE PLAN 16 K1STEEL STUD TO LEDGER SEAT K4 SECTION AT FRAMED OPENING K7 ELEVATOR PIT K1 FOUNDADTION WALL DETAIL SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1"=V-0" SCALE: 1"=1'-0" c ROOF TOP EQUIPMENT =_ - PREFAB MOUNTED TO PREFAB N' O 2Px14'x71B'PLATE METAL CURB AS PER 1 ANCHOR BOLTS METAL CURB MANUFACTURERS 7 1'4' 2" WITH(4)7R•0 ,) d RECOMMENDATIONS b J a n STEEL STUD PER #10 TEK SCREWS CURB MUST BE Zr O A N AN AT 12'O.C. SET PRIOR TO t N O LJ P L S D/OR " METAL ROOF METAL DECK DETAILS DECK 1 - WINDOW UNIT,SEE DECK MAX. ARCH. #10 TEK SCREWS TOP OF CMU w � d AT 12`O.C. 9 BEE ARCH. _ CONT.REINFORCING 11Ax16xl•<•GRADE o CHANNEL(1/8'MIN.)BY-- ( 8'MASONRY WALL, TUBE COLUMN PER CMU WALL 50)PLATE WITH(4) SEE SiFOR GENERAL CONTRACTOR 50)P ATI ANCHOR 2-05 CONT.U.N.O. P� fQ ' O BOLTS MORE INFORMATION _fft y d FUGH FtB CONDITION ROOF TOP EQUIPMENT NOTE: B'SOLID GROUT CMU ATTACH EACH STUD TO MOUNTED TO PREFAB SEE DETAIL$201-K19 FOR WALL.SEE PLANS FOR w Y WALL WITH 18 GA.CLIPS AT PREFAB METAL CURB AS PER CENTERLINE 7• INFORMATION NOT SHOWN. REINFORCEMENT m rc - METAL CURB 12 IN. .. MAN FA TURER U C S F MN H 37 O.C.MAX USING(2)#10 O COLUMN SCREWS AND(2)HILTI X DNI '' RECOMMENDATIONS COLUMN PER CENTERLINE d° d SHOT PINS WITH 1 72. ANCHOR METAL ROOF DECK �[/ PLaM OF BRACE ° H EMBED INTO WALL T THROUGH PREFAB STRUCTURAL a $ ° d. METAL CURB WITH(1)#10 TEK CURB MUST BE I ° d. SCREW SPACED 12'O.C. 1. BET PRIOR TO II 7/q a 12"PREFORMED F�(P. °a MAX METAL DECK 1/4 4 .F 1, FlN GRADE, JOINT AND SEALANT f,TYP.j °d J 'yY SEE CIVIL DWGS„\ CONCRETE SLAB a t % ° d .. PER PLAN = METAL ROOF FINISH LJLVJJ DECK LOW RB CONDm� FLOOR / FINISH FLOOR LEVELING °® d 3/8-GUSSET PALTE, ° CD SLOT THROUGH SEENUT$-TYP. ph W.P. — —X—X—X d° > M 4 LU COLUMN 2-HIGH d -d ° ri 2'HIGH STRENGTH #5 DOWELS STRENGTH 4 7p �NONSHRINKGROUT NONSHRINK d b /�/ CN AT 32'O.C. ri G J' FOUNDATION GROUT d 4 G Q dO°- G1 STUD TO CMU ATTACHMENT A SECTION AT STRUCTURAL ROOF CURBS w ° °d W V SCALE 1 112"-1'-0 'F SCALE 1 1/2 1'0 ° °° ° ° °d 4 4 TE WASHER-TTYP., °' ° - - a dd a d d Q ©0 W DOUBLE NUTTED P - d w 2 — 4 a N H U) 0 ROOF TOP EQUIPMENT d ° 0 PREFAB MOUNTED TO PREFAB METAL CURB AS PER MANUFACTURERS ROOF TOP EQUIPMENT MOUNTED STRUCTURAL TO PREFAB STRUCTURAL METAL METAL CURB RECOMMENDATIONS € CURB AS PER MANUFACTURERS Q V! F ?' RECOMMENDATIONS I F ...I ANCHOR PREFAB METAL CURB SEE PLAN Uj THROUGH'J"CLOSURE AND METAL , PREFAB S, IK ROOF DECK WITH(2)#10 TEK " STRUCTURAL LU scRewssPAceDlro.c. METAL CURB 7 BRACE TO COLUMN CONNECTION FOUDATION WALL DETAIL GRADE BEAM Y 20g"J"CLOSURE F I SCALE. 1"=1'-0" F 10 SCALE: 1"=1'-1 F 13 SCALE: 1"=1'-0" CONTINUOUS BY GENERAL CONTRACTOR ANCHOR METAL ROOF DECK „E THROUGH BOTTOM FLANGE OF METAL ROOF STRUCTURAL CURB WITH#12 TFJC - DECK 12'PREFORMED #4 DOWELS AT 16' (. SCREWS SPACED 6"O.C. XPANSIONJOINT 18 OCT O.C.WITH METAL DECKTOANGLE METAL ROOF I_ AND SEALANT-TVP. ALTERNATE BENT SEE ARCH DWGS FOR THRESHOLD DETAIL 24' M DOWELS SIB B THROUGH"J'CLOSURE DECK AT 24'O.C. ___ y #4 CONT.NOSING Lff -.---- ._._.__ __-__ _-.__ __-_- c. FINISH ID) EFLOORFIN.GRACONCRETE BLABE STEELANGLE 4CIVIL OWG8PER PLAN BELOW CURB - d a FINISH FLOOR BAR JOIST. R.O.A3 REQUIRED �I II, w - ° d _ .d° a g —X—x 9E SEE PUW PTO FITS M: # W w ROOF 4x4x7/J, d CMU GROUTEDSOLID, 3/16 OPENING (BEYOND) i. 4 a SEE APPROPRIATE x OFFSET AS REQUIRED 1 OUNDATION DETAIL FOR ALTERNATIVE:OMfi BLOCK pp AND ROLL SLAB TO TOP OF 4 O WALL DIMENSIONS AND REINF CEMENT(TVP.) TO FIT ROOF FRAMING is 0� ° 11 #3 CLOS C. § FOOTING(TYP.) AND EQUIPMENT ' - w --------- - _ R N ° REINFORCING PER E D °d W ° FOOTING SCHEDULE D . I. (3)#8 TOP w • Oe9•Fyn. 13 TIESAT 0) AND BOTTOM ... ='�-� *I 12'O.C. 3'-8' SOO4g68 N c w m a t i ? D 1 SECTION AT FRAMED OPENING D w SECTION AT STRUCTURAL ROOF CURBS D 1 O GRADE BEAM D 13 SLAB AT DOOR DETAIL SCALE. 3" 1'0" t'F SCALE: 3 1-0" SCALE: 1"=1'-0" f SCALE: 1"=V-0" `,l9TF D _ -.,�...,� -. -.._. :. ..... _........,.' '.........,, m,t_„ .,:nr«st....._.... r�::�.......�" ..._. _. ,�.._ ...... .::... �. n ,�,:._ .:,�..,. -, �.,,,,..�, ,u x.,r.,,..�..�m^.*mc: .� -a.l _. .:... -.a. n,.�...�-�...._..... .v....., �". ........,mom �:a�w;wr.�n-»-.. _� _ .... — _ ._. _—,...�_. �."P.�:j: moo..,• .�.,.,., �.,.-,.� .•:��� F CA VARIES-SEE PLAN SHEET PREFAB STRUCTURAL METAL CURB SUPPLIED PREFAB STRUCTURAL METAL CURB SUPPLIED ^ TYPICAL FRAMING AT TRANE L. ARi IS D WITH EQUIPMENT AND SUPPORTED BY WITH EQUIPMENT AND SUPPORTED BY - FOR P_RM�T ISSUANCE 5/30/07 C2 sy ROOF TOP UNIT,EVAP - 8'CONCRETE BLOCK JOISTS.PROVIDE JOIST STRUT AS REQ'D.SEE JOISTS.PROVIDE JOIST STRUT AS REQ'D.SEE f SCOTT FAZtKAS&ASSOCIATES,INC. 4X4x12x0'HT 4x4xl2 C COOLERS,MAKEUP AIR GRID /�' TYPICAL JOIST LOAD STRUT DETAIL. TYPICAL JOIST LOAD STRUT DETAIL. CANTILEVER CURB I'. MASONRY WITH #5 AT 78' a ,. ANGLE TYR� / ANGLE UNITS,AND EXHAUST FANS AS REQUIRED TO FIT O.C.(V)MIN.(3)BARS EACH u, y VARIES-SEE PLAN VARIES-SEE PLAN EQUIPMENT SIDE#5 AT 24•H CLOSED TIES DATE Ili WHERE OCCURS AT PILASTER P n hay. h,.en 2V:eY✓etl for adherence to the C �' d ordin n^ . Au1no•izatlon is C2 05-24-07 4x4X/2 ANGLE(SLV)(TYP.) " _ STEEL COLUMN pled o Issue a balding permlt pending C�, P REVISIONS w • w �, -SEE COLUMN Y Ppcaoe City nenc.es. PROVIDE ANGLES AB � ' _..- ___._-_-..- --.__ _._ all a REQUIRED TO FRAME eQi w w m w 4 SCHEDULE PEN SCHEDULE ROVIDEJOIST Y4 a O e waI sn..e or granting of a permlt based on STRUT AS REQUIRED.SEE ' ' ' U Z OJa'of these plans Shall not be construed to TYP.JOIST LOAD STRUT $ t NN QQ )sm' o approve any vio.aten of the applicable 0 ve DETAIL y �"' N "' N d K "Odes Of endurance. NO permit presumed to ED 3 O> PLAN VIEW R Z SEE COLUMN SCHEDULE 'Jthoh:}to vioia!e Or cancel the provisions O}SUICh M- S201-Di 4x4x7/2x0'S" ` m o 5201-D1 o w axles sha4 ba valid. CIO ANGLE 3/18 OC.WI M�90 BEND g(7 �PBASE PLATE DETAIL O _ S201-D9 S201-04 ISOLATION JOINT.SEE C3 m om CONCRETE w� S201-D4 S201-D4 ' E e-_— 8002-G14 FOR PLAN VIEW PER PLAN SLAB v E' T/StAB r x SEE PLAN 0 LL B MAX 3118 / W C tj i $ Q a $ X a X�X—)1- ' �(—X4�X �)f�X B O W f w d a o ° JOIST E3 4x4x12 ° ° i t ° y AA A-A ANGLE DPP. d 4 � ° 3 Y¢! ° LIU ° Q NROOF OPENING DETAIL SHOWN APPLIES A-A A-A A-A SIMA DPP. d ; °e ° e e PROTOTYPE TO ALL ROOF OPENINGS WHERE LEAST " 11/7 DPP' 112' ° 107 X 163 �TYPICALFRAMING ATALLOPENINGS DIMENSION IS I3'OR LARGER.REINFORCE 1' MIN. MIN. § d 13'OR GREATER U.N.O.,ROOF HATCH, ROOF OPENINGS LESS THAN 13'BY N 4 STORE NUMBER GRAVITY RELIEF VENTS,NEAT VENTS WELDING 18 GAUGE SHEET METAL 1'-0" .- 5/8'� 5/8" d #3 CLOSED I 3`CLR. I - DECKRTHANOPENINGTOMETALROOF _ _ AT 12 WD PROJECT NUMBER U AND SMOKE VENTS OR ROOF DRAINSWID � „ PAD °d° TIES (TYP.) ,; FOOTING - ROOF BSTRUCTURALCURB SUPPLIED WITH BEYOND ° -�- --- -----. .F EQUAL EQUAL RAIPD0001 A ANGLE MAY BE OMITTED. I PREFAB STRUCTURAL METAL ° 4 - 4 4 (4)#8 TOP A WHERE DIMENSION'E'IS LESS THAN 6' .. PREFAB STRUCTURAL METAL ROOF CURB SUPPLIED WITH '- -- AND BOTTOM SEE FOOTING SCHEDULE ROOF -A EQUIPMENT ROOF TOP EQUIPMENT __ _ ,_ _________ _ailf ____ O FRAMED ROOF OPENINGS STRUCTURAL ROOF CURB STRUCTURAL ROOF CURB -CANTILEVERED GRADE BEAM INTERIOR COLUMN FOOTING DETAIL 7 A 1 SCALE: 1/2"=1'-0" A4 SCALE: 1/2"=1'-0" A/ SCALE: 1/2"=V-0" Al0 SCALE: 1'=1'-0' A13 SCALE: 1"=1'-0" 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 6 9 10 11 12 - 13 14 15 16 NOTE: < ' ROOF DECK NOT --- PROVIDE STIFF.PLATE EA.SIDE AT ANGLE L BRACE LOCATION /�� SHOWN FOR CLARITY. BAR JOIST (BEYOND) M CAP 4 ANGLE BRACE g PLATE FULL EESHCEDULE BENT PLATE a� / METAL DECK, TEARING, M partners ON S002-K4 1 4 TOT 4 ei SEE PLAN TOP CHORD Y 2852 Kelvm Avenue T.O STEEL Irvine,CA 92614 SEE PLAN V F Grp 949.75347676T 33'3' T,P H a L7 STEEL BEAMIR PER PLAN wdpanners oorrlBEAMTUBECOLUMN (2)518"O MACHINE BOLT CONNECTION,PER PLAN PLACED AT CENTER OF 1 SEE SIHI 4METAL DECK1/2"VERT.SLOTTED HOLES s Atlanta PER PLAN - Boston L . ' ' PL�AtJM PER L Chicago (2)5/8"0 MACHINE Columbus a #5AT 32' .C., PROVIDE s 114^BENT BOLTS PLACED AT Dallas Los Angeles STIFF.PLATE STEEL JOIST SLOTTED HOLES Miami TYP.U .0. - PLATE PER PLAN Sacramento ANGLES AT '_..�'" ANGLE PER PLAN. HSS COLUMN a I STEEL BEAM, Q 1 ATTACH DECK OT ANGLE. L PER PLAN J L STEEL BEAM, 1 SEE PLAN iTANDARD 90° =.c, BRACE ____i 2 ATTACH ANGLE ENDS PER SEE PLAN HOOK WHERE DETAIL A1/3201 I S" OCCURS � � e KNIFE PLATE SHEAR 1 EACH FAC __ CONNECTION WITH STABILIZER PL, �' iv — r L3x3x3I8 ANGLE BRACE NI BOLTS PER 3002-K4. i I DO NOT WELD ' � 16 TyP. iTO JOIST # 1 K ANGLE __ I_IIIII COLUMN (1)#5 EAC ACE 8xt'-0" E0 3' ISO A_A K Y COLUMN CONNECTION AT ROOF y COLUMN CONNECTION A K1 TYPICAL STEEL CONNECTION AA K1 O K13 T ROOF SCALE: 1 1/2"=1'-0" _ SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'-0" AT 16'(V), M 1l2" - P.U.N.O CONTINUOUS BEAM p BEAM PER PLAN #4 AT 16'O.C. 18 GAGE CLOSURE 1 t/2'METAL DECK- SEE$103 FOR PLATE I _ 16'� PLATE DECK ATTACHMENT y PLATE EACH SIDE 24" 4 _ U REINFORCING — —————— — W.P. a, d -d M CENTERLINE OF �.r�. STEELBEAM 1/8 3 STEEL JOIST -SEE PLAN Fit,SEE 10 CAP PLATE WI PLAN NOTEF1 g� H. TYPICAL (6)3/4"0 H.S.B. (.. 3116 4 (6)#5 VERTICALS ? EACH FACE VERTICAL BAR NOTE: - PER PLAN �'1 '1 I ( - BEAM / ANGLE 8.6x314x1'-T LLV)WITH U 3l4"x6' SEE GENERAL NOTES ON 7 / _ I HEADED STUDS 5001 FOR STEEL DECK. PROVIDE MIN.OF 4 WELDS PER SHEET. (6)#5 VERTICALS #3 TIES AT TYPICAL / i 318"PLATE EACH FACE 81O.C. B'CONCRETE HORIZONTAL BAR BLOCK WALL ; / 41� I I J,J O A-q - CENTERLINE 1/4 8 HSS PER PLAN �Ir `M BRAC OF BRACE iv ) v ANGLE 8x6x314x1'-T G PER PLAN 4—�OF COLCN CENTEUMN HEADED STUDS INE 4 G Q C7 Lu G1 METAL DECK WITH CONCRETE FILL A WALL ELEVATION �±1 O BRACE FRAME CONNECTION AT MEZZ. �±1 3 STEEL JOIST AT WALL CONNECTION (MEZZ.) V SCALE. 1 1/2"-1'-0" 'F SCALE: 1/4"=1'-0' V SCALE: 1 1/2"=1'-0" V SCALE: 1 1/2"=V-0" O W " CHORD ANGLE METAL DECK W 'N O 1.0 4.0 1 • PER s202 A70. PER PLAN t r ... FILL WITH CHORD ANGLE METAL DECK PER GROUT LL V+ CONT.,SEE PLAN PLAN SEE S103 FOR 7i FOR SIZE.SPLICE e HISS COLUMN J F DECK AT IF J PER 3202•D13. Lu 1/4� - y16 PER PLAN 31/2'x 20 GA r STUDS AT 16'O.C. ANGLE 4x4x3/8 WITH ��/ 11 I 3/8'3T1 PLATE ! g• 314"0 HILTI KWIK BOLT �' Y METAL DECK WITH V PUITE (ER-4627)WITH 4 3/4" �f6 EMBED AT 2'-0'O.C. Typ�4-78' CONCRETE FILL, I SEE PLANS 16 ( 16 3 JOIST-SEE 16GAx3x3 BENT PLATE WITH(3)#10 6 1 FLt OR -- N' Fz,SEE 4 7 PLAN Szt6x3/4 PLATE _ 2' •TYP - --- S.M.S TO EACH STUD -- PLAN NOTE WITH(2)3/4'GxB' 3/16 4 HEADED STUDS it I HIGH STRENGTH 1 4 E 3 "X" #4 BARS AT 24"O.C. t ANGLE 8x6x3/ax2'-3^ NON-SHRINK GROUT STEEL GIRDER SIDES 6 2'-0"PAST CENTER f (LLV)W ITH(4)314-W 01 I ® E OF STEEL BEAM I HEADED STUDS -� 16 GA CLOSUREPLATE 2"MIN. A-A ®' ® _ ` 1/2" ` • CLOSURE LAP - GAP V 3' 3/8"PLATE-SEE BEAM PER PLAN ` WITH1(4)3/4'Ox6• STEEL BEAM, _ DETAIL� HEADED STUDS SEE PLAN I I a'-o• "X"=PER ARCH'L PLAN € tr (q#5 = VERTICALS .. 7 ANGLE 8x6x3/4x2'-3• e #I (LLV)WITH(4)314W (r .yq '•.•• D HEADED STUDS S/ \ I. ------------ DOe9.Fy•: #3 TIES AT (4)#5 yy = �^ rF S000188 2:m y _ 8'O.C. qyA VERTICALS 0 1k 6 y I' 4 APPROVED SECTION AT MEZZANINE FLOOR STEEL JOIST AT WALL CONNECTION STEEL GIRDER AT WALL CONN. ANGLE SPLICE CONNECTION FCR PERMIT ISSUANCE '* :S P:' D1 D4 _ D7 D10 D13 - ° s,'.q . : SCOTT F AZeKAS �- - - 8 ASSOCIATES, SCALE: 1 1!2" 1'-0" SCALE: 1 1!2" 1'-0" SCALE: 1 1/2"-1'-0" SCALE: 1 1!2"-1'-0" SCALE: 1 1!2"=1'-0" TES,INC. 7Tc ��FOQ,.•`' ..... ...... - _ ......... ._—.... CA . .... ...... F a. ,...... �......,. ... ..... ... .__�. ... ":::: ..........�.,: -I. have been ra i w d for adherer- o the 5/30/07 code Aiahor¢ai'on Is .ted o issue a building permit pending t all applicable City ancies. s I ear granting of a permit based on REVISIONS C £ (2)#5 TYP. 1 p ove ar 3vio ntof theoaIgo.,' hcable C PC2 05/24/07 odas rice. No permit presum,, .o give s BEE 3103 FOR DECK A / p tq CENTERLINE OF #5z3-0'AT at. o, Y u ate or cancel the provisions o!such -ATTACHMENT I 2 — 1 16"O.C. ska a:tl. 31/2'x 20 GA t BRACE AND PLATE M 1 I STUDS AT I6"O.C. ¥ 3/8xP4 -- ............ CMU WALL x R V METAL DECK \ / " STEEL BEAM PERMETAL DECK 1 CONCRETE FILL, - STUDS \ / c PLAN PER PLAN (2)5/Bx5 HEADED 3lIB SEE PLANS \ / Q AK MEZZ.1/16 1 1 16GAz3x3 BENT -IFFLOOR c PLATE WITH(3)#10 L S.M.S TO EACH STUD ® `\ BRACE PER r'."• 7" PLAN 3/8 WITH ® BRACE8ANGLE B WQ B 3 m \/ 7�M7N 'ANGLE0x5xHED D41 (, STIFFENER PLATE BRACE 0#/4 BARS AT 24"O.C. •X" EACH SIDE 2'-0"PAST CENTER 1/16 ,$IDES ® /\ OF STEEL BEAM — STUDS AT 2'-0'O.C. 2 IN. i6 GA CLOSURE 318"PLATE ` 1/2' TYP.AT r ' GAP 14 EACH END CLOSURE LAP PLATE CANOPY BEAM SHEAR PLATE PROTOTYPE AND BOLTS \ " 1 , PER PLAN PER 81111 4 CONCRETE / �� Ak 107 X 163 BLOCK WALL / \ CONNECTION STORE NUMBER / \ PER 5205-A14 _ STEELB LAN TUBE COLUMN r SEE PLAN / \ PER PLAN WD PROJECT NUMBER U "X"=PER ARCH'L PLAN,3'MAX A A It / \ USE 3/4"0 HILTI KWIK BOLT 11(ER RAIPD0001 WITH 4 314'EMBED _a 2'-0"40.C'AS AN ALTERNATIVE T TO HEADED STUDS. a' ��O AlSECTION AT MEZZANINE FLOOR = AA STEEL BEAM TO WALL CONNECTION /� BRACE FRAME CONNECTION Al O SUPPORT DETAIL SCALE: 1 1/2"=1'-0" 4 SCALE: 1 112"=1'-0" A SCALE: 1 1/2"=1'-0" a SCALE: 1 11T=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 5 6 —�777- � 8 9 10 11 12 13 14 15 16 fi M M partners II Ill 2852 Kelvin Avenue Irvine,CA 92614 949153.7676 T 949.753.7678 F wdpartnem.mm Atlanta Boston Chicago (4)#Io S.M.S.TYP. N 16Ili j LisColumbus I AT Dallas Los Angeles Miami Sacramento 771 (2)N5 CONT. (2)#5 CONT. (2)#5 CONT. K K� T za (2)05 CONT (2)#5 CONT. IX FLAT SLATE SIMS GA.STUDS AT 16' 5 - ASSNOWN 0 O.C.TYP.U.N.O. (4)#10 SM.S.TYP. U.N.O.AT 6`O.C.AT ALL SUPPORTS 2XI @ 24-O.C.W/ SIMPSON'HU' HANGER 2X8CONT.LEDGER W/ 100 ANCHOR BOLTS @ 24"O.C. METAL DECK,SEE PLAN META-DECK,SEE PLAN 4 METAL DECK,SEE FILAR META-DECK SE41LAN [FOR SIZE AND FOR SIZE AND FOR SIZE AND ,4 FOR SIZE AN. ATTACHMENT 1771 ATTACHMENTATTACHMENT ATTACHMENT • Tom -Si AD\ METAL DECK PER PLAN % H iiiiiiiiiihir! �7 1XFLATSLATE H I n IX FLAT SLATE A4)10d NAILS AS SH H AS SHOWN Ili KNIK CON 11 SIMP WN�NT M(M 24-D.C.W1 HUr SIMPSON Hi HANGER HANGER 16 GA.BENT PLATE WITH(4) L 4X4 KICKER o10s.M.S.70 24-D.C. METAL DECK BAR JOISTS PER ..PLAN Cell IT- -C --R WI 0 0 2"OANC RBOLTS CONT LED O.C. 1/2.0 124 )j- A NIC BOLTS 4 Zx-C 6.18GA.BRACES AT @ 24'Oc 308"0 HILTI KINK CON 11 04 )#to S.M.S..C.WITH LL GG %do 4,115 GA.STUDS CONT "KICKER \---v GA STUDS AT --WiTI-1 2)IIII -w-.- O'C.1TYP':U:IqAk EACH BRACE LU 4)1W NAILSo 4)10d NAILS 0 Lid 0 HILTI KfflK CON It SCREW ANCHOR AT &18 GA.STUDS AT IV 3)(20GA.BRACESAT KICKER EACH --4VO.C.WITH(3)#10 !iSCREWANCHORAT D.C.TYP.UN 0. S M.S.AT EACH END LU U) 0 EACH KICKER LLI Z 4X4 KICKER �KICIMER @ 24"D.C. 9P 24*O�C Uj F F (2) CANT. /C.\ -j d Uj 3/a HILTIMIKCONII Uj-. ':,s• -- £ I'; -7 • SCREW ANCHOR AT EACH KICKER A. F �03-D14 (3)1110 S.M.S.-TYP. \�-wzHILTIKWIKCON 9 SCREWANCHORAT EACH KICKER 8XIS GA.STUDS AT 16' O.C.TYP.U.N.O. I, 8XI8 GA.STUDS AT IV ax D.C.TYP.U.N.C. 0 10 GA.STUDS AT IV 0 C TYP.U.N.O. F E E ET �OR f "T J'qSgOANCE,SA %ArES,IN(:. y DATE nr ha, ee lod, -viev1odfOradherEi,Cet the 9 urcinance. A.t,�,:Zatio Ited In is a "'su i�'Irlg PGrMj: riding a C'�� rn �i:cabl. V., . PS -�N—ffir— .,as. TYP. -;/cr I grant:ng of 4 of the a permit I ased On 4 rr' C"ap plans Shall_1 be con trued to r. 0� .des 01 IN, vio 10 of it's a'Plicabl. 0-:ho D ri!y I I V presume t?give or cajj,j the I'a$ provision 01 such Somas • N20 GA.STE EL EEL 3 1/2WO GA.STEEL 3 1�13 GA.STEELtz stole 3112'.M GA,STEEL It STUDS AT IIVOC.TYP. STUDSAT1VO.C.TYP. a. STUDSAT16"O.C.TYP. U.N.O. '�.N STUDSAT 16-O.C.TYP. U.N.O. U.N.O. '4 UC'e-'e U N.C. OF cp, .......... 4 5/30/07 CONCRETE13LOCK WALL,SEE PLANS FOR THICKNESSAND REINFORCEMENT OREVISIONS C (2) 3 IaQD GA.METAL C PCI 04-27-07 STUDS AT IV O.C.,TYP. CE11 05-04-07 U.N.O. E, 3 1/2120 GA.BRACES AT 32'0..WITH(3)#10 9 SM4314 16 GAL TRACK WITH 16 GA.TRACK WITH C S.M.S.AT EACH END 16 GA TRACK WITH Sim. HILTI SHOT PI AT 16GA.TRACK WITH HILTI SHOT PINS AT HILTI SHOT PINSAT 4*-0*O.C.TYP IUSN.0 HILTI SHOT PINS AT 4'-O"O.C.TYP.U.N.O. W�O.C�TYP.U.N.O.4.4r D.C.TYP U.N.O. 18 GA TRACK WITH CB7 HILTIS OTPINSAT . ........ SLAB ON GRADE PER SLAB ON GRADE PER i PLAN N-VO.C.TYP.U.N.O. SLAB ON GRADE PER SLAB ON GRADE PER SEE SEENRM PLAN Sim. PLAN SEE OWN PLAN FOR CURB INFO 4 FORCURBIN SLAB ON GRADE PER PLAN B LU 4 4 PROTOTYPE 4 107 X 163 (2)05 :4 r STORE NUMBER WID PROJECT NUMBER RAIPDO001 t N- A A FOOTING FLARE OUT @ TRASH ENCLOSURE ONLY S203 WALL SECTION AT SIDE GLAZING WALL SECTION LOW WALL SECTION WALL SECTION WALL SECTION Al SCALE: 3/4"=V-0" A5 SCALE: 3/4" V-0" A8 SCALE: 3/4"=V-D" ' Al SCALE: 3/4"=1'-0* A14 SCALE: 314"=1'-0" 13 6 9 10 11 12 13 14 15 16 M W BEAM PER PLAN M ffl�Ners 2852 Kelvin Avenue Irvine,CA 92614 949,753,7676 T 949.753.7678 F Ndpartners.com ME- Atlanta Boston Lat Chicago L Columbus Dallas Los Angeles TWIN IKMt 71.AT 00VER EE'L- A, Miami JOIST C Sacramento �A7 =/ ICI -A K K It T 1.0 4.0 lllwl� EXTEND TOP CHORD OF BAR JOIST j S METAL DECK PER PLAN METAL DECK PER PLAN 6.41�116 ANGLE(U_V) (2)#5 CONT. BRACE ELEVATION J 1 SCALE: 3/4" 1-0. qss 16 GA.BENT PLATE WITH(3)010 8.M.S. \114 LF,F. 114 H H \—BAR JOISTS PER PLAN STEEL BEAM PER PI-A14 51rSTR CTURAL PLYWOOD WITH#10 CONCRETE BLOCK WALL, S.M.S. F. 12 SEE PLANS FOR THICKNESS AND REINFORCEMENT (4)#10S.M.S.TYP. U.N.O.AT�D.C.AT MR JOISTS PER �N ALLSUPPORTS SAX318ANGUE 6.1 IM BRACES AT iMiMa I > 31/2N20 GA.STEEL STUDS W PLATE 4'.(r O.C.WITH(4)#10 (4)5/8"0 MACHINE BOTLS _> —Z NOTE: 3/8'STIFFENER S.M.S.AT EACHOE CELLEl, > Lo 4.4.1t4AT STUDS WI A"AT C. M AT 16"O.C.TYP.U.N.O. B'�O.C. C-4 < G.: 92-0-244 1.GA.CLOSURE PLATE BAR JOIST PER PLAN G PLATE[EACH SIDE .—I DECK PER PLAINLQL 3 1f2x20 GA 16.D.C.,TYP. 6 GA.TRACK WITH HILTI LU SHOT PINS AT 4'-O'O.C. OX18 GA.STUDS AT Is-O.C. TYP.U.N.0- 16GABENTP 0 LU (3)#10S. .8. LU U) 0 vS+1 > t= LU z CHANNEL PER PLAN V) F IF # Uj 1/4 5,4�1 -W(U_V) 10SMS SHEAR PLATE AND BOLT E I-C ANGLE WI H(2)314-0 U.N.O. PER DETAIL S0101244 _> HEA ED STUDS .`M"1 METAL LU C� METAL DECK WITH STUDS AT 16"O.C.TYP.U WO�CONCRETE FILL,SEE PLAN STUDS 16"D.C.TYP.U.N.O. AT 3W PLATE V III 3/4'THIC P.T. (4)#10S.M.S.. 14. 5x1 GA. 16 GA.BLOCKING JOISTS ATC1611O.C. 16 GA.TRACK WIM-1 E CEILING LTJ E 0.1450HI 12-O.C.STA3GERED, X-0NI AT 6.18 GA.CEILING CANTILIVERED STEEL BEAM JOIST AT 16"D.C. TYR (4)#10S.M.S. WITH 1112"0 ANCHOR BOLTS C E CANT.STEEL TUBE 3SIDES.- 318"STIFFENER AT AT 32 (2)#5 CONT. PER PLAN 16 GA.UNPUN H D TRACK EACH SIDE "O.C. BEYOND. 6XI 8 GA.STUDS AT 16'D.C. BAR JOIST PER PLAN ALTERNATIVE TO TUBE PER PLAN AS AN 16 GA.TRACK WITH WELD PROVIDE 0.1450 H CON ...... 0.1 50 HILT[XDNI AT 0 D D ENT PLATE TO CHANNEL. UW. ILT "'TF BLOCK WALL, 17 D.C.STAGGERED, X-DNI(ICSO ER-2388)AT 12" L,SEE PLAINS FOR j I I '�` .! O.C.STAGGER T ATTACH 16 THICKNESS AND TYR GA.B NF.IICE.ENT _011 31 GA.AT 16'O.C. RE CEILING JOISTS APPROVED CHANNEL PER PLAN 1`0!3 PERM;T ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC. 16 GA.�4. ENT sl 010 3 112",QO GA,STEEL PLATE WITH(3) ...... STUDS AT le'O.C.TYP. F U.N.0, OATE- S.M.S.AT EACH STUD CAL% ... ............. hax,t1lon revievied for adherence to the 16 GA.TRACK WITH 518"0 Cou2s�.,.d rd:nar-•9, A�Ihwizatlon I. AS AN ALTERNATIVE TO WELD, lied to!ssue a PROVIDE 0.1450 HILT X-DN(ICSO 5/30107 9 POrInit pending 'BENT-2388)TO GA. ANCHOR BOLTS AT 32'O.C. all applicat!..C��Y acrc; ER ��S. PLATE To C ATTACH'6 COUNTER BY OTHERS CHANNEL OR ANGLE. e or 9 a permit based on (2)#5 CONT. is,�: " a P�1� SEE DETAIL Iml E p". r be construed to Se -------------------- REVISIONS 'p.,.ove any vic:wi the appNcabie sum C SEE ARCH'L. No p.,mIi-lt pore give ■ "0�;y 10'PO:t�e or can PLANS �,hafl be 111;ld. cc!!,)a provisions'i of such (2)#5 CONT. (2)#4 CONT. 16 GA.TRACK WITH ■ O.C.TYP.U.N.O. IBG�TRACKVATH GRADE BEAM SEE ARCH'L. HILTI SHOT PINS AT 4�0" PERS201-AIO PLANS HILT SHOT PINS AT M z 4'-0*O.C.TYP.U.N.O. WCONCRETE SLAB GP-40E SLAB ON GRADE PER r2)#5CONT. L REINFORCED WITH SYNTHETIC PLAN FIBERS(DRIVE-THRU ONLY) 4 SLAB ON GRADE PER 13 PLAN SLAB ON GRADE PER 4 PIN B 4 B L COLUMN PER PROTOTYPE 107 X 1163 STORE NUMBER 4 M WD PROJECT NUMBER RAIPD00D1 M' M-UT nAl LE-D R 'S 1 SIDES OF BI JOIS T METAL DEC, A A S204 ILi AlSECTION AT DRIVE THRU CANOPY 3 LOWER WALL SECTION AT PERIMETER WALL SECTION AT ENTRY SCALE: 3/4"=V-10" A 10 SCALE: 314-=V-10' Al2 SCALE: 3/4"=V-0" .................. ........3 6 16 vusiisiilii� .................. i�71 ll`8 12 13 14 15 16 In I M M partners t 2852 Kelvin Avenue F.P. Irvine,CA 92614 2x2xll4xo'-4m ANGLE WITH(1)3140 :4 763 7676 T 1/4"KNIFE i 4917lil F PLATE KWIK BOLT III(SPECIAL INSPECTION NOT REQUIRED) STEEL BEAM widpartneirs.com PER PLATE BRIDGING/CONNECTION ING/CONNECTION PER TRUSS 114 MANUFACTURER 318'FULL HEIGHT Atlanta STIFFENER PLATE Boston Y EACH SIDE, Chi-go L P. L (2)11 C umbus DOWELS Dallas Los Angeles Miami Sacramento CMU PER EMBED PLATE HSS COLUMN ...TUBE PLAN 2* (4)34-0 WELDED PER PER PLAN A NON-SHRINK STUDS x 12'LONG GROUT PLAN F.P.>—N— HSS OUTRIGGER S'CONCRETE PER PLAN MASONRY WALL. #3 CLOSE TIES AT 8'O.C. REINFORCING NOT A-A SHOWN FOR CLARITY K K BRIDGING CONNECTION (2)#5 EACH FACE VERT K1 SCALE. 1 112" V-0" ................... .......... 3 3x311Gx0'-4"ANGUE u FOR SUPPORT DURING METAL DECK PER STEEL ERECTION PLAN (2)3/4-0 KWIK BOLTS Ill A-A ANGLE 8x6x7/16(U-V)E)CrEND, /118 D-T<3 SIDES-• HORIZONTAL LEG OVER BAR JOISTS TOP FLANGE AND al 3 6x4x5/16 ANGLE WELD TO JOIST TOP CHORD (U-V) WALL VERTICAL FlT4-T;— REINFORCEMENT 3/4'Ox4"NELSON STUDS AT 4'O.C. III CMU PER PLAN 16 GA.BENT PLATE WI WITH(3)#10 S.M.S. 4x4xlf2 ANGLE W16 PROVIDE MASONRY S205-Dll TIES AS REQUIRED H BEAM PER PLAN (2)#5 N STEEL BEAM PER I PLAN HSS PER PLAN B-13 (4)#10 S.M.S.IF. U.N.O. 8xl3xl/2 PLATE Uj 10 WITH(2)3/4-0 HEADEDSTUDS > Lo BAR JOIST PER NOTE: PLAN PLAN PROVIDE BRACE PER C4 G A-A AT COLUMNS. G 6x1 8 GA.STUDS AT 16"O.C. LU DETAIL STEEL BEAM AT MASONRY WALL V-0"G1 G14 SCALE: 1/2 SCALE: 1 V-13" 0 Ll LU U) 0 EXTERIOR CMU LU Z F 1T47-7 10 END PLATE THREADED RODS THREADED RODS IN WITH(2)3/4 IF St PSON SET EPDXY(SPECIAL F —j n INSPECTION REQUIRED) LU s LOCATE AT END II LU 3- 3- HILT]SHOT PINS AT 114 THICK PLATE, 4'-W O.C.TYR U.N.O. AT V_0 6 BRACES OF PARAPET "O.C. 16 GA.TRACK WITH AT W O.C. CANOPY CHANNEL ul IP. 24' PER P PER PIUM 4 TYP,U.N.O. STUDS AT 16'O.C. V -AN SLAB ON GRAM 20 GA..3 1/2'METAL 3 112x2D GA.STUDS at AT 16.O.C.TYP. E -4 U.N.O. 3 E CHANNEL PER PLAN A-A SIDES E WITH(2) 1/2 314'0 MACHINE BOLTS #4 AT .1.ANGLE k 24 D.C. PLATE J HSS PER \14 7--<3 PLAN HSS COLUMN-SEE PLAN VIEW PLAN If APPROVED TRUSS.111.11 TR PE"I"T SCOTT FAZEKAS&ASSOCIATES,INC�j 0 , No DATE_ Soo �Sn 441 n"lls have been reviewed fOr adherer�e to tHe w 12 1 d 3 ClO as a.id old; DETAIL '�.j Ed DETAIL % AS AN ALTERNATIVE TO REINFORCING AT POP OUT p a I I a,t a T; i,''a WELD, PkabIc city agenc: PROVIDE 450HILTIX-DNI(ICBO D8 SCALE: 3/4" 1'-0" D1 SCALE: 3/4" V-0" -as. 014 SCALE: I" V-0" AT 12"0 C ................. ....... CALIFOF ER-2388) STAGGER TO 0- ATTACH 16 GA.BENT PLATE TO p I lans h b'sed o -se a!!not a C or So love n l of the n or'. a licabll CHANNEL OR ANGLE. C, S or Mance ued t 5/30/07 �J'J, urly to• viol'to 0. permit presumed 0 give codes a; r cancel the provisions lail be val. sions f Such REVISIONS c C HSS 4,4x114 TIES AT 8'OC, T.S.COL. TYR Il ANGLE #5 CONT.TYP. #5VERT TYP. El to El 13 M El B 13 SLAB ON GRADE TYP 0 PER PLAN LU -1 F, F ID WITH ILL SOLID A FILL GROUT WC.NCRETE I R ROOF DRAIN 111— It PROTOTYPE (NOCONCRETE 9 8 AT #3 TIES AT REQUIRED) 1 7 X 163 #3 TIE 8"0 C % S. T 0 O.C. OR GROUT STORE NUMBER FILL SOLID WITH CONCRETE OR GROUT J T—� R"PER MA S)SIX511 �4 AT CC II II 'IMM ANGLE WD PROJECT NUMBER JOIST PER PLAN A RAIPD0001 A U) ENTRY SECTION PILASTER DETAIL PILASTER DETAIL DETAIL S205 F-t I SCALE: 3/4"=Ill A8 SCALE: 1 V-0" A 11 SCALE: 1"=1'-0" ' A14 SCALE: Ill V-0" --o2 —,--1 3 12 3 14 16 J ................ 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 SCALEDRAWINGS ARE TO FACE OF GWS AND CENTER LINES OF WINDOWS UNLESS OTHERWISE NOTED. M B. PIS FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE M�-.. partners C. SEE G4I A801 FOR PARTITION TYPES. „ 2852 Kelvin Avenue D. SEE SHEET ABU FOR INTERIOR AND EXTERIOR GLAZING TYPES. Irvine,CA 92614 949.753.7676 T E. SEE SHEET A104 FOR FIXTURE RELATED KEYNOTES. k: 949.753.7678F KEYEDNOTES: x wdpartners.mm 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 PA FROM 72" ; Atlanta AF.F.TO 12'ABOVE CEILING TYP.SEAL TOP OF COVER WI CLEAR Boston L SILICONE SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. L Columbus O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. Da1Ws O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK Miami gLos ales METAL ENCLOSURE FROM WINDOWSILL TO SOFFIT ABOVE.RE.JVA502. Sacramento TUBE STEEL COLUMN,PAINT P-8 FROM FLOOR TO 12'ABOVE CEILING. 4 O LINE OF CONCRETE CURB.SEE C-207. E O 4"BOLLARD,SEE F51G206.THE BOLLARD NEXT TO THE RX DRIVE THRU ly WINDOW DRAWER IS TO BE 3'fi'AFG. O REMOTE DRIVE THRILL K O 8"BOLLARD,RE:F51 C-206. K O CONDUIT SEE E-102 FOR LOCATION.PAINT P-11 k 10 MCCUE CORPORATION-CAR7STOP SR-MODEL IAINI.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. a OT WATER HEATER PLATFORM RE A1IA702 ?; 12 PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS --- COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER WATER CLOSET,SEE PLUMBING DRAWINGS. E. NORTH PROJECT 1q LAVATORY,SEE PLUMBING DRAWINGS. J URINAL,SEE PLUMBING DRAWINGS. t ? 4'A 12' io,412' IV-10"d 25'$ 3T-r 1 A' 17-4 US 6-01/Y -117/8" 7 1 t6 TOILET PARTITION,FINISH RP-1,SEE FINISH SCHEDULE. ga 8'-2" 3'4' 14'-0" 19'd"M.O. IT-3" 214" I I 'p' g �' 'p• 17 ROOF DRAIN/OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. g 2S-0' 27'J' M.O. q•-0• 8" a'-0" 9'-3' 3'-0" -B' 13'-0• 14'-0' $' 14'-V $ 5'.4 ��. I' ` IA603-At I I .��\ I ,�` `. / M.O. M.O. e %I I 18 WATER SERVICE LOCATION.SEE PLUMBING DRAWINGS. " 14' \ d' \ / -_A_ _ A._ 1. _\` /( 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. I/ A201-El — _, // 4.2 ? 42 12 z _ 4,O - -I - � = 4.0 \I 20 3'-8"X3'$•AREA TO REMAIN CLEAR FOR ACCESS TO SPRIN4.2 KLER RISER I H I I- - 101 1 104 118 / 1 \\\\.- I C j 21 ROOF DRAIN SEE P-101. H A 3-A1 It- OFFICE I / 2 47 ! \ °\ \\) / tr 39 ,� _O PURE WATER BY VERTEX,SUPPLIED AND INSTALLED BY THE G.C.SEE ( N // I 45 47 24 A121 R201 _ I 12 \ I I \ 32 '` LINE OF MEZZANINE ABOVE. 23 A404-47 I v A \ A 53 / too LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A-103. 108 a 12 I \ I \ ESTIBULE \ k� \I\ E ly I LOUNGE _ 108 1� \\ 100B 45 D - 3.6 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK f I ICDRRI _ _ 1 \ A403-Al2 O § I _ "i�-d"i2' 810' 24 \ 43 h 2 51 4� 28 ALIGN FINISH FACES W/SOFFIT ABOVE OR EDGE OF WINDOW OPENING �; W M 109A 02-A11 24 A 1 `/ ry ADMINF—FICE. 12 3.4 27 COOLER CASES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTOR I in ADMIN. 102 A•802-0a3 O 82 - 2 I I PHOTO SHOP I N 70 COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. N G 82 I 23 �- 0 \\ + LINE OF MEZZANINE STAIRS.SEEA-703. GIr Q Oct A L)ACCESSIBLE COUNTER \\ 44 I 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. 6 24 g 47 B \ 29 ROOF LADDER AND HATCH OPENING ABOVE.RE:AWA-702 LL 116 I 35 72 42 ROOM r-n I I 2 \1 I I A601-G1 ® I S I p i' a, _ 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E51A-701. O W ELECTRIC / ----0 ': Y I I 109E A703-134 30'X30'ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH B 116 B I 4 I 4 24 1 1 ® J A401-A5 GRAPHICS AND EQUIPMENT.PANELS)AT COOLER FREEZERS MOUNTED W V, O 6 I AT 8'-0"TO BOTTOM OF PANELS AND 9'-0"TO BOTTOM OF PANEL AT W Z 54 -�) 24 23 25 I _ I ______------ !, PHOTO SHOP.RE:Di/A-601 IV Y AeB _ - / _ _ ---_ -_--------- \ - - r - 3.O 33 FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. LL I N - I ____----- I I 3 I CONNECTIONS. F Q� W F - I'hh\\//J ! CONTRACTOR COORDINATE POWER MECHANICAL AND WASTE J _ A 2 6 8 v 109 I I 3 4 o A40� O EXTENT OF ADA TURNING REQUIREMENTS. r PHARMACY 24 I A502J2 I ®' I G A W 1i O B So I TI I //I` J I I �g7 AI' 35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. s ►/ w� C21 I 36 ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. � iJ 115 2 109D I (2aJ-� I I r 37 UNISTRUT @ 74r D.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST WI g. MEZZANINE A403-Al b ® I° I `J I I I I I 5p 12'ALL7HRF1rD TIED TO WALL FRAMING FOR LATERAL STABILITY AT B - H 25 ll B I I I 4 EACH UNIT. Q' B ll , 24 101 I I 24 38 REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE f dd 47 A VI I I I I I A502J7 I POWER,MECHANICAL AND WASTE CONNECTIONS. 47 - 6 109A - I I I I I (,/ 39 GC TO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL KUWA-M E D 3 8 A - I 36 I I I I I 47 \ FOR MORE INFORMATION. E„ '-------------- - 1------- FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FUTURE PLAN ON A-104. �- - - - - --- ------ -------------_—_ 2A B 2.D I _ 8 CONSULTATI 2 - I 7 qi FURNITURE BY RITE AID.SEE FIXTURE PLAN ON A-704. 2 A502-12 r 109E 22 4 I I 4 I 47 24 I 1 I Q 1 18 A I 24 4 I a r7 42 APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON I - 1 4 A-104. 7.7774Tce I g WAITING B I 43 SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E-102. PALLErIANDING 1 41 I e 1.8 CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. I as 47 I I I I t I III f O TACTILE EGRESS SIGNAGE,SEE DETAIL K100N SHEET A803. 23 2 113 ITOR I III \ PFLOW AND COMPRESSOR WI 5"DEEP PIT RECESSED INTO SLAB. Y 4�SE NZlF J 46 D D 72 ANIT 4 ze I III I � J c TOPHERK c-^ 28 1 i III 47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID WITH ERSCHLAG 46 < 48 I III ? MINIMUM RATING OF 2A-10BC,INSTALLED PER FIRE DEPARTMENT $ f I I I I REQUIREMENT. I ------ ---------- qg RITE AD TO PROVIDE"EMPLOYEES ONLY'SIGNAGE.INSTALLED BY THE O GC.SIGN TO BE MOUNTED ON DOOR#114B ONLY.MOUNT ON SALE � TF OF CP' 24 A801-DI AREAS SIDE OF THE DOOR. I !p ag G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED ?; M04-A72 I PORTIONS OF CHECKOUT. = 5/1/07 I ¢ I O 30•x 30"ACCESS PANEL MOUNTED T-01 AFF.SEE K71 A-801. I. OO Q RECEIVING AREA III ❑ KNOCK BOX MOUNTED 44"AF.F.MODEL NUMBER 3200 RECESSED WITH 'Z 114 45 A402 Al 51 REVISIONS `ry "' I HINGED DOOR AND TAMPER SWITCH TIED INTO THE BUILDINGS ALARM C 47 / SYSTEM.FASTEN THE KNOCK BOX TO P.T.BLOCKING BOLTED TO THE C 0 PCt 04-30-07 0 19 11aB II II/I METAL STUDS. 0 CB1 05-04-07 J GAS METER LOCATION RE:P-101. I I I --- 24 26 26 I 24 I 52 p FD1 05-18-07 -1 J 47 PARTITION WALL,W OFF THE FLOOR WITH SMOOTH,LIGHT COLOR AND L 17 45 B 53 HD1 05-16-07 _-- ___ ___ -- - -- -- O ELEICi1i1CAL ROOM b "SIGNAGE ON OUTSIDE DOOR ; I] PC2 05-24-07 Uj 114A - Z 52 1.0 13 1 D 1 1 4 A7031A4 C' l o 0 0 0 0 o ` r/ . El z 5 --- ---- I 502-Al2 A703-G4 I ¢ A703 GiEl A602-At 8 -- 14'-0" 2'A" 14'-0" A' S3' A201-A1 ; ' < 7-0• �/ ® N B 101J' 354P V-F 18'-0•M.O. 3'-8" 3!-V I : 34'-T �/ LEGEND: B N 8'-0"M.O. 8• I..�.%� -7777 -^-rf NEW LOW PARTITION, ® LU M.O. REAA01 FOR PARTITION TYPES. 5 �FAZ :JiT ISSUANCE - RE:A-Ml FOR HEIGH PARTITPARTIION ON, J zsa' 33'3• are• - - -- �" -- -- 1-0' FAZ KA,.8 ASSOCIATES,INC. RE:AAD1 FOR PARTITION TYPES. PROTOTYPE `06 167d" _ DATE S ...���. NEWFXTERIORWALL 107 X 163 N RE:TO CIVIL FOR DETAILS re been rev sued for adherence tot ---- STORE NUMBER 1sT and e a calcite INDICATES ITEMS ABOVE g permit pendin N M K J � H G e F D ri B A`� nit o d-::ante. Authorization INDICATES DOOR NUMBER(RE:K71AA01) ' 7 e apple ab.City agonces. 100 WD PROJECT NUMBER LL `n is^Lance or g•anLng of a permit based o RAIPD0001 provnl f these plans sha±I not be construed I ROOM NAME ROOM NUMBER A rrt I[or ap-ove any violation of the applicabl Q A :races d rce. No permit presumed to giv' ', t r cancel thep visions of s A PARTITION TYPE( .G41A ) .ate o _ ro visions - ,+eA s a ,�,a,;a AlMEZZANINE PLAN /� FLOOR PLAN WINDOW TAG(RE:A502) SCALE: 118"=1'-0" A SCALE: 118"=1'-0" 1 2 E 3 4 5 6�� 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELRECT IC ..GENERAL NOTES: 3.3 116 =A. MARLITE BOARD TO BE PLACED ON ALL EXPOSED WALL NOT COVERED _ W OTE#16 BY FIXTURING IN RETAIL AREA UP TO T-1'A.F.F.,EXTEND 12"MIN.BEHIND ALL ADJACENT FIXTURES.PROVIDE PREFORMED ANGLE AT ALL EXTEF" IfrEFWR 20 F SC-1 VCT-1 INTERSECTIONS OF MARLITE BOARD. I� M e 18. FLOOR BASE TO EXTEND 2-0 BEHIND FIXTURES,TYP.SEE RIFE AID M vEs7>au a ocTEAloa I'FROM YCT-2 3'-0" -0" 3 0 -0 4 partners I APPROVED FIXTURE LAYOUT PLAN FOR EXACT LOCATION OF FIXTURES, 100 HINGE 6IDE TYP. lYP -C. FINAL LAYOUT DIMENSIONS ARE TO BE VERIFIED WITH RITE AID 2852 Kelvin Avenue REPRESENTATIVE PRIOR TO TILE INSTALLATION.SAM Irvine,CA 92614 AREA �1�E 3.0 p1:I � .� / / =D REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE 949.753.7676T s Z 949.753.7678 F 101 100 - 4 DE. .. . ..u.' �- / PROVIDE 3/8 RADIUSUS CONTINOUS COVE BASE RF-3 AT ICE CREAM coleCABINETS,3 COMPARTMENT SINK,AND INSIDE OF HALF-EXPOSED FLOOR wdpartners.mm SINKS AT ICE CREAM CABINETS AND 3-COMPARTMENT SINK,ALSO AT AUTOMATIC SLIDING DOOR 9 Y.6 "` _ COUNTERS AND.-CABINETS. n u-. ALUMINUM SIDELIGHT MMEET°ALR� PINT uOzi " - a 'KEYED NOTES. HD Boston FRAME(BEYOND) PER DOOR SCFEDULE o :•+ L PP-2 FROM FLOOR TO 7'-1"A.F.F.OR UNDER SIDE OF WINDOW(RE:A601). L' Chicago DOOR SWEEP-(REFER TO u. " `1 NO THRESHOLD AT _ p LL I,�1 Columbus DOOR OPFNrt"Ys DOOR 9CHEDULE ay PROVIDE CHAIR HAIL LDoslAngeles CR-1 RE:A803. THRESHOLD PLATE(AT = BEVEL SHALL BE NO Fo�` M Miami SIDELIGHTS ONLY)SET 2.0 =O 4'4Y HIGH WAINSCOT OF 1l2"FIRE TREATED PLYWOOD OVER 518"G.W.B. IN A BED I'.F SEALANT GREATER THAN 1:2 _ 3 Sacramento FINISH FLOOR - - CONCIZETEPAD I y�G 4 FRP-2 FROM FLOOR TO F-D'A.F.F.CAP WITH MARLITE ALUMINUM EDGE, 100'-0 ORLANDR•Ys i O COLOR TO MATCH PANEL. T.O.SLAB FAJISH FLOOR - CABINETRY THIS AREA Zl o 1.6 NOTE:QUARTER TURN INSTALLATION OF BOTH VCT TILE F' D a M TYPES. =O PP-2 WAINSCOT WITH A 2"MCCUE RASPBERRY BUMPER MOUNTED AT 32" i E�MJGIRJ QJOINT O.C.AFF.THE WALLS ABOVE THE WAINSCOT ARE PAINTED PA NOTE:REFER TO FLOOR PLANS Ell" ,ASEALANT a - a 4 (SEMI GLOSSENAMEL;SEE SPECS)THE MCCUE RASPBERRY BUMPER IS SUPPLIED BY RITE AID AND INSTALLED BY THE GC. a a '4LU'71WI'i THRESHOLD O PP-2 FROM FLOOR TO CEILING. K K a o FOR ORIENTATION OF SLIDING a a SET U BED OF sr" DOOR AND SIDELIGHT a J�! M FRP-0 FROM FLOOR TO T-1"A.F.F. a SEALANT[TYPICAL) n 0,... o .«c. ..�....Asa a .mm umniunaaw�� ,,.., - _x .��-- �u:�a. ��. ._ ...�s� ,..._.— .....axwrrawm«v...�o .. mn ax iww�n ..�x� — _ -_ �.,.�.-,- ._ _ sx�w..,.� xiaavmm�.:.�., ",�o„":::� .a�� o-�•.mwa - -„� OR UNDERSIDE OF WINDOW WALL CAP(REA601). K1 THRESHOLD DETAIL AT SLIDING DOOR KC THRESHOLD DETAIL K9 MEZZANINE FINISH PLAN K1 FLOOR PATTERN DETAIL �Q PP-2 FROM 12"BELOW THE TOP OF STORE FIXTURE TO UNDERSIDE OF J 7 SOFFIT ABOVE.RE:KI.A601. SCALE. 3"=1'-0" SCALE. 3' 1 0 - - _ r SCALE: 3/32"-1'-0" SCALE. 1/4"-1'0' �.,�nx�.»x ..,.,m w uumuu�mum� pu roux o....---- ,-, ,. =---- ..., PP-1 FROM FLOOR TO UNDERSIDE OF PHARMACY WINDOW WRHI AND _ 0 2"MCCUE BUMPERS STUNNING SHADE.BUMPER SUPPLIED BY RITE AID AND INSTALLED BY GC.(RE.Al3-A701&KI-A601). WPA FROM 30"A.F.F.TO WINDOW SILL(RE:G7-A603). I�( 12 FRP.1 FROM FINISH FLOOR TO CEILING J t3 4'-0'HIGH WAINSCOT OF(2)LAYERS OF 114"FIRE TREATED PLYWOOD AT J WAITING AREA CURVED WALL ONLY. 14 2"MLCUE BUMPER RASBERRY AT CART RACK WALL MOUNTED 4"AF.F. PROVIDED BY RITE AID AND INSTALLED BY G.C. NORTH 15 CORNER GUARD.SEE GUARD REF.FINISH MATERIAL SCHEDULE WP-1. NIS PROJECT _ N M K J H G F HAND DIP D B.7 B.2 B.1 B A TELEPHONE SECURITY BACKER BOARD,3l4"FIRE RESISTANT PLYWOOD MEN CORRIDOR OFFICE 118 © 18 106 105 IF ty (RE:AS/E-201 AND G10)E-201). FV FRP CT-111 1 F VCT�1 F RF-3 17 MARLITE ALL CORNER MOLDING FROM FLOOR TOT-1"A.F.F.THEN CLEAR CORNER GUARD FROM FROM 7A"TO CEILING.(RE:A-601 d A-803) LOUNGE B CT-1 B CB-2 B OTE 19 I I 18T 106 I I O 4'STAINLESS STEEL COVE BABE. H CARPET (� P s 16 I 19 H„ TRANSITION STRIP WRAP RF-3 FLOORING 4"UP BASE. TS-1 4,z F RF-3 '�" ' — 4220 REFER 70 E201-G70 FOR WALL FINISH. B OTE18 Q RESILIENT FLOORING "'— — — — — — — — _21 PA411T COL0R48W1TW OtLf.ABED EfWAEL. 4.0 =� I — 22 WATER HEATER PLATFORM IS COVERED WITH FRP(TOP,BOTTOM,SIDES) 'I) t 1 --- 3.9 B VESTIBULE ,..0 B-0"HIGH OF FRP ON ALL WALLS OF MOP BASIN m- :::w, .... ,=n:. 1 F CD C 2 HD1 I WOMEN - B CB-2 = Ln 07 1 ----- --- G FRP-1 F CT-1 G W V RESILIENT TO CARPET 0 Q G 1 SCALE: 6"=1'-0" 1o9A O w 3'3 — — OFFICE LCAO DINATE - 14 '^ADMIN. ERIALLNG F RFS W (n WP-1 UND P 1 (III O NETr_ W Z 'EAA102-GiF RESILIENT FLOORING P 1 W - Q V/ r a F J J TRANSITION STRIP - W TS-3 TILE VINYL COMPOSITION 3.0 — — — �,r — 3.0 W ' 109 R3'8' LEE I, E of I� - - - 5 NN s E� u aw WP 1 - a VCT TO RESILIENT z.z — — :- E 1 SCALE: 6"=1'-0" 0 2 WP-1 2.0 — "cor4suLrnnoN71 — 2.0 17 SALES L A102-Gl 2 V J AREA ,D, (WALL PANEL KEY:F CT-1,2 SED AgOy7 SEALED CONCRETE 1,8 — — — B CB-2 —•—•--- PP-1 * D rFp R.� CN STOPHERK �, s 00 ASCh.�i3 , VINYL TRANSITION STRIP s VINYL COMPOSITION TILE JANITOR 1 113 FRP-2 WAITING ------" FRP-2 F SC-1 - MAY 23 2007 R61 CR-1 22 23 F C 1 .•—••—•—",� FRP-3 HD1 B CB-2 -- 112"FIRE TREATED PLYWOOD I - t REVISIONS C 3 (2)LAYTERS 1/4"FIRE TREATED ❑ PCi 04 30-07 _....._....._... C I RECEIVING AREAA ,"• PLYWOOD ❑ CBI 05-04-07 O 1-14 x 'SEE SHEET NOTES AND FINISH FLOOR PLAN FOR HEIGHTS AND ❑ HD1 05-16-07 C 1 VCT TO CONCRETE 3 F sc 1#3 EXTENr. ❑ SCALE: FLOOR FINISH LEGEND: —1 0 = A102-Cl 3 ❑ V/ O TILE. ❑ Z 8 CARPET I I o I I o l 0 0 0 0 0 B I.L ® O TRANSITION STRIP TSA ❑ CARPET. 0 SEALED CONCRETE i f i=AZEKAS&ASSOCIATES,,INC. PROTOTYPE O 7 I I I i:Y I DATE �� 107 X 163 J 'ese�p h n rev'eI,ed for adherence to the SEALED CONCRETE. STORE NUMBER a and ord' once. Authorization is L - o ' Issue a building permit pending 06 =L _ .;iprov b pp0 ab Cty agsncies. WD PROJECT NUMBER 1Qrbvau c, g'anting of a permit based on A RAIPD0001 P glans Li, shall not be construed to RESILIENT FLOORING. A N M K J H G F D permit $ ary violation of the applicable ve ao hmrt rib v.a�2te cr an permit ce.the presumed signs of such u - 'a „:n --„n.nnnx ..� � nn,nv„x - .. cedes shall be V3!id. Al CARPET TO CONCRETE �� FLOOR FINISH PLAN SCALE. 6"=1'-0" a SCALE: 1/8"=1'-0" 1 2 3 4 5 B 7 8 9 10 11 12 13 14 15 16 ��,.w�- �rcxxuuA •,mn � -- se � mca��e mmmum�xnwxx >F ev„x...a�..._�."...,�.,_"„.. '.IIINYYNN NpMiNNiiNiiiiilYYNi i 7 u,4 16 . IRI.-. "" "r +nlllr rt; NNN'dNwniii *i NNWINN N NI 0, 2 s 3 4 5 8 g. „Y 10 11 12 13 14 15 GENERAL NOTES: A. TRACK LIGHTS TO BE CENTERED ON GRAPHIC LOCATIONS.SEE GRAPHIC PLACEMENT PLAN FOR MORE INFORMATION. 8. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH . ' M GRAPHHICS PLAN. M n C. CEILING GRID TO BE INSTALLED IN ACCORDANCE W1 ASTM C-636-96. M a/•fn ears HANGER WIRES TO BE PLUMB TO WITHIN 1 OF 6 OR SHALL HAVE COUNTER WIRE ATTACHED ACCORDINGLY. 2852 Kelvin Avenue D. REFER TO SHEET A-803 FOR FINISH MATERIAL SCHEDULE. (', Irvine,CA 92614 949.753.7676 T E. REFER TO H11FP-101 FOR FIRE SERVICE RISER.A VERTICAL BACKFLOW IS 94917563.7678 F REQUIRED. f. SPRINKLER HEAD LOCATIONS ARE FOR COORDINATION PURPOSE ONLY. wtlpaHners.com G. FINAL POSITION OF WALLWASH FIXTURES TO BE VERIFIED WITH - GRAPHICS PLAN. Arenla Boston L - Chicago L Columbus KEYED NOTES: Dallas Los Angeles O GYP.BD.SOFFIT Miami Sacramento OPEN TO STRUCTURE ABOVE. O ALIGN FACE OF SOFFIT WITH THE FINISH FACE OF WINDOW OPENING. „O LINE OF MEZZANINE ABOVE. s,O ROOF HATCH K O OVERHEAD COILING GRILLE. K sORECESSED LIGHT FIXTURES IN SOFFIT TO BE CENTERED OVER FIXTURES BELOW IT(P.) a-. au nY Yuu analYn n un n nnn II _a wl ro ,�- ,-nv. m -•. _",...�r.__.____....wn,_.. e R ran .un n a*a - ;.�: tin m uca. o,�.a �.mnxirau x,.---—.w,w .ml�... � LINE F WA L ABOVE =O ROOF OVER FLOW PIPE.PROVIDE TRIM PER MANUFACTURERS SPEC. 10 30"X301 ACCESS HATCH IN DRIVE THRU PAINT TO MATCH SFT-1. -11 30"X301ACCESS PANEL IN SOFFIT.INSTALL THE ACCESS PANEL 4'-0'TO CENTERLINE FROM THE INSIDE CORNER WHERE THE TWO SOFFITS MEET. 12 24"X24'ACCESS HATCH IN CANOPY CEILING G.C.TO COORDINATE LOCATION PAINT TO MATCH SFT-1. 13 DIFFUSERS.TILES,AND GRID TO BE PAINTED P-2. EXTENT OFAC-0. 15 PROVIDE HOLD DOWN CLIPS. NORTH s N M K J H G F D C B.7 B.2 B.1 B A P® 6 18"118"ACCESS HATH IN CANOPY CEILING G.C.TO COORDINATE O LOCATIONATER PLATFORM .q SID yr 17 WATER HEATER PLATFORM IS COVERED WITH FRP(TOP BOTTOM,SIDESI) tJA NA 1 HD1 p$ p$ P-3-1 FTNA7 AC-i AC-0 a PA NA GYP GYP N P-3 GYP AC-3 10'-0" 13'-6" GYP MP2 NA GYP T-1" T-4" 104 118 a 8'-B" 101-0" 9 SIFT-1 H 106 105 T T-1' OFFICE HAND DIP 42 MEN CORRIDOR 16 10'-0" — — 4.0 NA rEO. T 12 O AC-1 e I — 3.9 6'-0" W Q. - 3 e e F e 6 3.8 LEGEND: 108 0. 2 1 "J 11 i6 Uj LOUNGE P$ 0 1 EQ.1'-31/40'-3114 -3114 3114 3'311"EQ. o 16 ROOM ROOM NAME _ #pM ROOM NUMBER i T s Ac1 GYP �-� �� o ry ,? - 3.6 XX CEILING HEIGHT �c c o " c o c N G 8'-0" w "' ..._. _o _-_ F• o o.. -o- o y a 13'-8" XX CEILING MATERIAL G Q R E ;L� 100 107 5' ' 6'-3" XX CEILING FINISH WOMEN ® VESTIBULE NA �, o o —_ _. — 3.4 0 0 o a ram• 2` AC-1 ,e EO IEO - 9 MOUNTED FLUORESCENT LIGHT 2X4CEILING — E 14 FIXTURE = A/ 109A '^ LL ELECTRICAL OFFICE 4 T' o ! o 0 0 0 0 0 �/ o 0 o v/ o 15 _ W V, O VAR I _ O O -.. .. _ ROOM ADMIN _ O 1X8CEILINGMOUNTEDRECESSEDFLUORESCENT r W Z 6 LIGHT FIXTURE N GYP o 0 0 0 0 0 0 0 0 o Q F NA NA o 1T-6• O O 1 7 /,j, 0° 1.CHAIN HUNG FLUORESCENT LIGHT Fl7(TURE F 8'-6" ,N ,x o = PHARMACY _ R o o o 0 — e 3.0 3.0 _- — — `I, — — — — 3.0 + 2 8 o O O 1 - W yM W e o ® FI ACE MOUNTED FLUORESCENT LIGHT y Q 15 74:2 0 o as o 0 0 6"x 4 AND 6"x 8 CEILING SURFACE MOUNTED ff n e JL� _ O 1 1' 1,0• i RECESSED FLOURECENT LIGHT FIXTURE 0 I GYP P-8 3 _0 0 0 f o 0 0 MEZZANINE 8'-5' o O .GYP j - W ! ,., 13 O CEILING MOUNTED RECESSED DOWN LIGHT I it 8 6' ,., Vrl— F W -- �. O �' NA CEILING MOUNTED TRACK LIGHTING 2.2 — e e e O -2718" A 1- --1 o ILLUMINATED EXIT SIGN NA 12 NA / ? GYP o 0 0 �.I qpn 6' 3I4" a D4 CEILING MOUNTED EMERGENCY LIGHT FIXTURE `.. O AR B'6" fi C I 5 D � � 0 ❑ l 1 Te e� � T T D (� 0 o 0 0 0 0 0 o o o .7 �IRISTOPHERK�.1 CONSULTATION _ _ WALL MOUNTED EMERGENCY LIGHT FIXTURE NA I HDt pd 17 4 1 AC-1 j 1 P$ m p$ NIA o o 0 13'-6" o 0 0 o o 2-1 t' 7,1� MN OFEXTERI01R2 wABOVE DOOR ALL PACK HT FIXTURE MOUNTED ^; 'AC-1 101 ou/ 8'$" M J JANITOR - 3ALE3 EXTERIOR MIN.OF 24"ABOVE NCYDOO L , ITI 1 I EXTERIOR EMERGENCY LIGHT FIXTURE MOUNTED _ WAITING c '4 0 0 0 0 0 0 0 ob a HD 2 1" SUSPENDED ACOUSTICAL CEILING REVISIONS C REFER TO DETAILS H1 AND H9 ON SHEET AM C 9 ® PC7 04-30-07 o o e o 0 0 0 } 2 7 10'-10" o ___ 8'-8' 24'-8" ® C81 05-04-07 SUSPENDED ACOUSTICAL CEILING ® HD1 05-1fi-07 _ REFER TO DETAILS HI AND H9 ON SHEET A702 NA d e o NA AC-4 ® CB2 EXP. I VAR `l' - `Y W V' {I_ T,• ® a 114 I 1 1 11 - GYP.BD.CEILING N I I I E d1l RECEIV NG A e e e lei" ! a s _ MECHANICAL DIFFUSER B I I NA PJ 3 3 p�3 1 MECHANICAL RETURN GRILLE B' AC-3 GYP ' w GYP W arz T-0" T-1" ^ T-1" • SPRINKLER HEAD-FINAL LOCATION BY SPRINKLER '1 Q I:M.RITOISSUANCE � CONTRACTOR v EC, A .:AS€ASSOC!ATES,INC. O SPRINKLER CONTRACTORT SPRINKLER FINAL LOCATION BY �4 P 07 X 63E W-ATE ® POWERED EXHAUST FAN STORE NUMBER si ns ha n reviewed for a to the coc. 9 ord^arce. ,,,.,.Inc.Authoriza!ion Is ed t ue a b.!.ding permit pending UNIT HEATER W ,,n ov .y I a„ �a;e C ty agencies. WD PROJECT NUMBER RAIPD0001 �\ issuance o' a permit based on p` A N M K J H G 1 F ) p oval of th _A ;i not be construed to SMOKED SECURITY CEILING PANEL W st o r and c a "e,r c n el the Provisions o cable W ia. Law,:n.»:;nn nnlm - -.1- -.:,�. .>�., ....•,••••..•� ,••.., —.rt..•�....,,—..eo .,,..__:,. .....�,.. xln;, _.__«�..am, :z�.. .....z°m,• rcnn ne»nmrinm rmnann anmwuwvn 4cmrnna.xs - +�1M + •.n _._. SOUND SYSTEM _ 1 _/(�] y'ive A ■ 0 Y su SS AlMEZZANINE PLAN p REFLECTED CEILING PLAN ® Al UNIT SCALE. 1/8" 1-0 !r1 SCALE: 1/8"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Is - 1 2 3 4 5 B 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: A. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE PLAN. u B. ALL MILLWORK AND CASEWORK FOR PHARMACY PROVIDED AND 1 INSTALLED BY RITE AID UNLESS OTHERWISE NOTED. 11 m NI C. G.C.TO COORDINATE LOCATION OF ANY PLUMBING FIXTURES AND NI partners b ASSOCIATED PIPING FOR PHARMACY,PHOTO AND LOUNGE AREAS. - s' �_ 2852 Kelvin Avenue D. FINAL GRAPHIC LOCATION SHALL PER GRAPHICS PLAN PROVIDED BY Irvine,CA 92614 DECOR GRAPHICS FABRICATOR. - 949.753.7676 T 949.753.7678 F KEYED NOTES. wdparinem.mm OTUBE STEEL COLUMN,PROVIDE 24 GA.BRUSHED STAINLESS STEEL COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72"A.F.F. POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT P-8 FROM 72" Atlente A.F.F.T012'ABOVE CEILING TYP.SEAL TOP OF COVER WI CLEAR SILICONE.SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. Boston L L Chicago O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. = Co=bus Los O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK Miam Angeles METAL ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Sacramento O TUBE STEEL COLUMN,PAINT P-8 FROM FLOOR TO 12"ABOVE CEILING. O LINE OF CONCRETE CURB.SEE C207. O4 BOLLARD,SEE C-2061 F5.THE BOLLARD NEXT TO THE RX DRIVE THRU = 6 WINDOW DRAWER IS TO BE T-6"A.F.G. G. O REMOTE DRIVE THRU. K K O V BOLLARD,SEE C-206. OCONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL COLOR. 10 MCCUE CORPORATION-CARTSTOP SIR-MODEL#UNI-13.CARTSTOP TO BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLER/FREEZER . mvuu ..xu.......mnuuu a wuu a�nmrcau ure,;n wu a n�•um� CASES.SUPPLIED BY RITE AID AND INSTALLED BY G.C.ANCHOR HOLES TO BE DRILLED 21/2'O.C.FROM THE EDGE OF THE CASE. 11 HOT WATER HEATER PLATFORM SEE P-101. I 112 PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS (( COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 NOT USED 14 NOT USED w NORTH N M K J H G F D C B.7 B.2 B.1 B A PROJECT 75 NOT USED 1834" ® la 16 NOT USED 4'411n" 10-01l2' 16'-10" 25'-8' 33'-3' 41'-8" 12'-0118" B'-0112' 8'-11716" 2' 1/2 ROOF DRAIN I OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS 4' 18 WATER SERVICE LOCATION. I I I I I I I I II IF "19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. H 1 s 4.2 r\ IIL- 4 R 4.2 20 3'E'X3'4i"AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. _ 4.0 — — — — — — — — — _ — _ 4.0 21 O ROOF DRAIN SEE P101. OFFICE //Y I �' 3.9 22 PURE WATER COOLER BY VERTE,SUPPLIED AND INSTALLED BY THE 106 // 47 i7 \ 1 8 47 G.C.SEE Al2/P-201. E //// 105 CORRIDOR 5o e \ 40 Nb IF' I-�/ 3.8 s 23 LINE OF MEZZANINE ABOVE. II \\ I O Q W ESTLBULE m za M • � LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A703. LOUNGE 38 I `-�, --- -- 52 - ------- 48 G 25 DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. Ca III 40 51 49 49 15'-03/4" 4-2114" 4'-2" 4'-2" 4'-2' -2' 4'-2' 4'-2' 4'-2" 4'5' 5'-05/8" F- !.F' :Qo 26 SS,, ALIGN FINISH FACES W/SOFFIT ABOVE OR EDGE OF WINDOW OPENING. Uj OF FCE } 107 .#, ._„(. I PHOTO SHOP 0 34 P7 COOLER CASES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTOR U 102 Y - __� TO COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. ADMIN. WOMEN �_.✓ II 40 49 0 �,,. O W ACCESSIBLE 28 LINE OF MEZZANINE STAIRS.SEE A703. Q = a/ COUNTER 128'-34" 4'4i 318' A.F.F..36"WIDE) W A// O SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. r 42 I 49 •^5"-1398 LLj /A\ I i 4U 1 q III 30 29 ROOF LADDER AND HATCH OPENING ABOVE.REAg-A7D2 n/ Y V ® LL a N 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E5-A701. F F € J J 4 W 30"X 3VACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH GRAPHICS AND EQUIPMENT. W 7 \ - FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. Y 40 _ 40 f`h�/� '1't2, I I 00 TRACTORCOORDINATE POWER,MECHANICAL AND WASTE 109 - J I CONNECTIONS. PHARMACY i _ 8 " 40 I I 1 I 410" -31I8" 4'-3" 5'-0" 6'-0" O EXTENT OF ADA TURNING REQUIREMENTS. J I s, I I WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. - 2.6 I "�:. T-1311 1 40 40 40 ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. I I �3s ST MEZZANINE o ® I ° - I I 12• I I I UNIRUT@Z-TD.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST WI E 40 11 s 11 1 _ 37 112"ALLTHREADTIEDTOWALLFRAMINGFORLATERALSTABILITYAT J E 1 I _J EACH UNIT. . r 47I r A SS�B�E '.y I I I I - I REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE A I COUNTER 128"-34" §, 40 101 1 1 s- I I O POWERMECHANICAL AND WASTE CONNECTIONS. A.F.F.,36"WIDE ) SALES((� s�!A. I Ir-8711N 47 ( GC TO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL K10-A603 J - q 40 1 39 FOR MORE INFORMATION. _ ---------------------Ep - - 1 - FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104. = CONSULTATION l - 4 22 ( 41 FURNITURE BY RITE AID.SEE FIXTURE PLAN ONA104 I -� 7zxrz•fm.1 APPLIANCES BY RITE AID INSTALLED BY G.C.SEE FIXTURE PLAN ON p PALrcr LnNHONc 1 WAITING I 1 42 A104. p .aSED AROy7r 1.8 SECURITY PEDESTALS BY RITEAID.SEE NOTE 140N E10Z .�GfOHRISTCq II i IERedr UP CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. 1 0 4'-9' 4'-7 4'A" 4'-9" 4'-9' 4'-9' 4'A' 4'-9" 4'-9" 5'-1" ( 45 NOT USED. J 4-` 113 I t 46 PFLOW AND COMPRESSOR W/5'DEEP PIT RECESSED INTO SLAB. M J II 1 i JANITOR II 40 40 I b 47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID SEE MAY 111111 1 S E103. II I 48 RITE AID TO PROVIDE'EMPLOYEES ONLY"SIGNAGE.INSTALLED BYG.C.. 0 114 11 1 SIGN TO BE MOUNTED ON DOOR#114B ONLY.MOUNT ON SALES AREA REVISIONS RECEIVING AREA SIDE OF THE DOOR. Z C �, I I C..,. [3 PC2 05-24-07 I I I $qg G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED p a I ❑ � I _ PORTIONS OF CHECKOUT. p 40 I!Il'7 1 10 3WX3W ACCESS PANEL MOUNTED 1'-0"AF.F.SEE K7 IAA01. 13 O ilj I T 51 HANDDIPWELL El 1 <1 48 I 33 38 I 27 i 52 PAPER TOWEL RACK MOUNTED ABOVE SINK BACK SPLASH. U ® u 47 u' °' -- -- - ----- ---- ---- ------ AP DIPENSERMWNTED ABOVE SINK BACK SPLASH ® 2 -J -- -- ----- ------ - ----- r , Li 63 0 13 LOCKERS BY RITE AID. B B o FORARP VED 13 SCOTT FAZEKAS i ASSOCIATES,INC. �Y PROTOTYPE Z �l 11E 107 X 163 1 ''s•'plans have been no r O•,�• codes and cr vred for adherence 20 the `u/ "'nL?a in Issue fa'�Ce' Authorization is STORE NUMBER 25'-0" 33'3" 41'b" 30'-0" 1'-0' pprwa by all applicable CI auddmg pe•mn pending - �/ s ic!_s. w LU a issuance Qr gra Gntin WD PROJECT NUMBER 162'-0" rcVal of these plans s a!r a Permit bzsetl on perr„iI or approve anv vi ation 1 be oonstrued to A RAIP00001 cedes or ordinance. No of Lhe apppcable L Y to V'roiete or an i t presumed to give - r p N M K c de�shal!Ue vaEd. he provisions ct such X �w " "" �� � � a�r � ��n� �„ � �r�nnnnnnn�n ���,� n � Al 04 �. AlMEZZANINE PLAN p EGRESS PLAN SCALE: 1l8"=1'-0" M SCALE: 1l8"=1'-0" 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 uh �a,� iunw�em��auree xxxaxx � �x� � ��x�Hnx �� xa xwx��w 3 m 4 5 m 6 =T B 10— 11 n �a� 12� 13.E 14®r 15 16 GENERAL NOTES: ______ �� —\ LADDERUPTO A. SEE MEP101 FOR MORE INFORMATION. SAFETY POST" FRICTION FIT BATT. ) A501-D1� B. ROOFTOP EQUIPMENT LOCATIONS:VERIFY SIZE OF OPENING AND ' kl ROOF HATCH INSULATION W/VAPOR i I I LOCATIONS OF ALL HVAC UNITS WITH MECHANICAL,ELECTRICAL,AND M GLAD IER8IDE O�LFO i' I I MEMBIRANEROOFING STRUCTUAL SHEETS. Pt1Rl.lN6 4 PLY BUILT UP I I INSULATION C. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS.REFER M partners ROOFMG SYSTEM G I TO SPECIFICATIONS FOR ROOF RELATED ITEMS,INCLUDING SIMPSON W36 TOP FLANGE ` GUARANTEES,ORBS FLASHING,AND ETC. 2852 Kelvin Avenue I/2"MIN.WOOD ROOF HANGER(BOTH SIDES) E Irvine,CA 92614 9HEATHIN's(SEE � ��� D. REFER TO ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS AND BPECIFICATIONB) DETAILS FOR ROOFING SYSTEM INSTALLATION,CONTRACTOR TO 949.753.7676 T BAR J016T-REFER TO (SEE SCOT Dgr,A) ___ PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURES _ 949.753.7678 F STRJCT DRAW METAL ROOF DECK RECOMMANDATIONS. WOOD F'URLM wdpartners.com E. GENERAL CONTRACTOR IS TO COMPLY WITH ALL PRECAUTIONS AS SET IB GA GALV.MTL FILLER Z21 X 2"X 4'X 166A CsALY STEEL,gISi "GWB FORTH BY OSHA OR EQUIVALENT APPLICABLE CODE.ANY PANEL BETWEEN WRLINS- STL ANGLE AT EACH CONSTRUCTION INITIATED BY ABOVE REQUIRMENTS SHALL NOT DEPTH AS REQUIRED- SUB-PIIRLM FASTEN i0 0 COMPROMISE THE ROOFING WARRANTY. BE01RE TO UNDERSIDE OF BOTTOM OF EACH SLIDING METAL BURGLAR Atlanta ROOF SHEATH T Y 1 BARS W/LOCK-SET IN Boston L WUB D 61-M W/-1 3/4 7 COORDINATE WI LADDER ANCHOR L>= 21 x 20NTALE LEG OF CONT. ® WOOD 5CREW5-13/4"MM. CHANNELS WELDED RE BOLT TO BLOCKING Chicago 9 2'X 7'X I6 C.A.GALV STL A0.IACENT STRUCTURE RE: - Columbus EMBEDMENT 24"OL. MYaL£W/5/B"X B-IB TYPE m K7/AS01 LOCATIONS Dallas 5-12 6CREW16•16"OL. 2'X 2"X 4"X V,&A.GALY. KEYED NOTES: Los Angeles STL ANGLE-SEC'LMTO - STEEL STRINGER STEEL ANGLE WELDED TO REFRIGERATION COMPRESSOR UNIT PROVIDED BY RITE AID ON BXB P.T. Miami BOTTOM CHORD OF BAR _ rxT SPACED 24"CLEAR STRINGERS :O Sacramento JOIST W/INDUSTRY BETWEEN STRINGERS °� g DUNNAGE PROVIDED BY G.C. APPROVED TIN WALLED STEEL STUDS @ 16"O.C.W/GWB L ROOF DRAIN AND WALL SCUPPER LOCATION,SEE DETAIL A10 AND FILLET WELD X 2"LONG - 1'DIA.RUNG '.I BOTH SIDES O @12"O.C.W/ALUMINUM BLOCKING LENGTHSAS A13-A501 FOR MORE INFORMATION. OXIDE GRANULES SET IN REQUIRED.ANCHOR TO WALL O TAPERED INSULATION CRICKET 11TAT 26 GA.OOpJ1GATED EPDXY RESIN ADHESIVE STRUCTURE METAL PANEL FOLLOWS O LINE OF HORIZONTAL ROOF DRAINS,RUN IN PLENUM SLOPE 118':12 SLOPE OF ROOF SECURE SHOE WITH EXPANSION 4 TYPICAL. ) PANEL TO EACH STL. BOLT TO FLOOR ANGLE W/(2)Sel SELF o, O 30"X36"HATCH LOCATION SEE DETAIL K12-A105 FOR MORE INFORMATION. _MEZZANINE FINI H FLOOR K 7APPMG MTL SCREWS �A..F. 80 MIL WALKWAY MEMBRANE,COLOR 70 BE DIFFERENT FROM ROOF. K 4 ® unman •••••�.. �k.„wawremiure nnnni .ten nnni a-- nnn is uo�u!w€u wmm�n nmwv n u�� PACKAGED ROOF TOP UNIT LOCATIONS. -A FOR FLASHING = DRAFT CURTAIN LADDER DETAIL AND MECHANICAL DRAWINGS FOR MORE INFORMATIOIO N. $ T ® SATELLITE DISH AND MOUNTING PAD SUPPLIED AND INSTALLED BY RITE K9 SCALE: 1 1/2"=1'-0"' lK12 SCALE 318 =T-0' AID.A PRE-INSTALLATION SURVEY WILL BE COMPLETED BY THE w"a._. .. yu - � x - —ter- x�.a� INSTALLATION COMPANY TO VERIFY LINE OF SIGHT.FINAL LOCATION OF I DISH TO BE DETERMINED AFTER THE SURVEY. SEE DETAIL D10-A501 FOR ROOF PENETRATION DETAIL. p(( BO GAS LINE,SEE MEP101 FOR MORE INFORMATION. R 1 O PIPE CURB LOCATION,SEE DETAIL GTA501 FOR MORE INFORMATION. q' J s 11 ROOF DRAIN TIED DIRECTLY INTO STORM WATER SYSTEM.OVER FLOW J s DRAIN DISCHARGES ONTO DRIVE THRU OR SIDEWALK AT ENTRY. NORTH _ RE:K13-A501. N M K J ' `� ' H G ' F ' ¢ , D T B.7 B.2 B.1 B A PROJECT a 12 CLASS'A"MEMBRANE ROOF,SLOPE 114':12"TYPICALLY.RE:A501 � a t3 VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, FLASHING PER D7-A501.(FOR HAND DIP STORES ONLY,). I 114 LINE OF METAL PANELS BELOW. 28'-0" 34'-H 118" 1'$" 18'43F t5 GAS PIPE PENETRATION SEE DETAIL KIO-A501 z6'-0 23'4' 2s-0" I T.O.PA ET T.O.PARAPET T.O.PARAPET T-O.PARAPET 18 17 "�� 16 GAS VENT FOR UH-1.RE:013-M201. Fi 4.2 — 11 4.2 fj ROOF TILE,REFER TO SHEET A201. H = 4.0 78 PRE-FINISHED METAL COPING. " 'J.9 L� O4Fh44L5T`NORK 6ATELLVTE 60{2'Y.4'4A9. $ 21$ 21 18 21'$" A502-E7 {�-yh� A502-E7 H4 19 T.O.ROOF I 7.0.ROOF IaF 3^, 3.8 g® GOOSE NECK WIRE CHASE THRU ROOF SEE DETAIL D10-A501. y _ PC2 _ 21$ " -4m 1 THE USE OF THE EDGE{OK FACIA COPING SYSTEM WORKS BEST WITH A r' T.O.ROOF ,4 MINIMUM OF SEAMS OVERLAPPING THE PARAPET.INSTALL THE ROOFING A404-A7 PC2 I 5'-01/4' I © MEMBRANE WITH THE SHEETS RUNNING PARALLELTO THE LONG SIDE OF Q w Q� _ W M a 10 22 PC2 3.8 BUILDGING LAP SEAMS IN DIRECTION OF WATER FLOW. / 0 3'-2" 3 11t. A403-Al2 "© CONDENSING UNIT(CU-1)AND EQUIPMENT PAD ON ROOF.SEE ROOF � LC> w 6 PLAN RE:MEP-101. (y G I VENT STACK SEE PLUMBING DRAWING FOR MORE INFORMATION, G Q) 3.4 "® FLASHING PER D7-A501.(FOR HAND DIP STORES ONLY,). ar Q 8 I g2l TRASH ENCLOSURE ROOF,REFER TO CIVIL OWG& Uj 20 6 3'a N DRAFT CURTAIN BELOW,REFER TO DETAIL K9WA1053$ 10'.7314" a28'-0' _© TOPARAPET 19 9'-53t4" 20'-9112' T.O.PARAPETO wT.O.PARAPET 25'-8" 8 25'$"8'-7&8' 3'-0" 3'-0" § T.O.RTU g T.O.RTU — — 18LUyA 'O El 20 E; 1F 7 � � — — T — — — I — "MWMAII FUU � _ � Y � Q 2_ 3 EIIT A403-A1 11 PITCH � 23 a E3 a T E �Y 12 99 / � 5 E 4 2.2 —3 EIT I 26'-0 ET T.O.PARAPET z.o - - - - - -I - - - - - � - � - - - - - - z.o -117 '�117 ID 18 24$" 7 I 4 6 T.O.RTU 25 4 _ _ 1 v0N5�D ARCN7rF, DOEga 3'-0 3 C1.1gISTOPHERK�.� CHIAG N.C-23^_ T.O.RTU 4 18 c 9 7 7" c MAY 232007 E o I $ I o L )' A/04-Al2 N 16 L------u—1-- __+---_G--u—N -----u — ._-----..------J m ,{v C - Q 13 I u u I PC2 u 19'-0" SO d C PCREVI04-30--007 17 [7 � � T.O.DRAIN 10 �.o� stop 19'-0^ SYo `oQ/ t` Q� 3 T A4oz-A1 0 CB1 05-04-07 P 15 T.O.DRAIN y.. g. 3 9�' ,Cto ,/ 3 9x'° § 8 !lIGGG El FD1 05-18-07 PC2 05-24-07 2 I 2 F 2 2 2 F i.0 o 3 28-0" 23'-0" 10 234" _ 3 T.O.PARAPET T.O.PARAPET T.O.PARAPET I p 0 " B Jj 3'-1' l l'-10 318" 15'$318' A B e 12-0318" 4'-5' € n I77 '�1'•9112', '6-0" 17 E3 28'-0" T.O.PARAPET € I I I FO'1 P:RDl ISSUANCE SCOT(FAZEKAS 8 ASSOCIATES,INC. "' € ' 24 -- PROTOTYPE Z ..fns cde ^ey reviews.,for adherence to the 107 X 163 a ¢ ' nted u'ssue do)ar.e. Aut�onzation is .;.r„va. � q permit pending STORE NUMBER J V a app€.c.,:c C€ iss ance or gran:;;, 3 u = permit based on WD PROJECT NUMBER ova ct these plars sr,�ll not be cocstruetl;o 1, F B A t aoprove any violation of the goof„able RAIPD0001 Ly cudes o'ordinance. No permit A` O hou"y viol d C'cance!the prov€sioes to give A , codes sn I � o!such M A105 i /� ROOF PLAN " lr1 SCALE: 118"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �IdiNii WWU NI,ems .-.. Ililiiii. NWm'WVk IWNNIINNNNYNIYni�,WiNHii ""tiWk« __ -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 n _ a 1 III M M pc9/t/'ers 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949.753.7678 F wdpartners.core 1.0 2.0 3.0 3.4 3.6 3.8 4.2 4.0 3.3 3.0 2.8 2.6 2.2 2.0 1.8 N 1 0 Boston EG-0 R13 EG-1 EG-2 a EG-2 Boston L 19 P-15 2 26 15 22 18 2 CP-1 2 26 25 24 p-14 19 a 26 2 2 22 15 26 19 P-13 a P-15 P-14 Chicago i 27 NP. CP 1 1 E 2 3 I I 18 a 29'-0' CP-1 I I TY I 16 < 27 16 L Dallas bus ' T 0.PARAPET TO.PARAPET y r T.O.PARAPET_________ 28-0"A.FF T.O.PARAPET - OE 28'A"A.F.F. +26'{1"A.F.F. - -- - -^- , 2�6'-0"A.F F � T_O PARAPET i ' -� - Sacramento , 24'-0 A , I _ -- - --. -J _-- I---_�-.-. _ - ...._) T.O.PARAPET _- - - NOPY -- _ - .`I-_---- "A.F bT.O.CANOPY - 19'-D'A.F.F. 1 2'-11" '1 14 19'-O A.FF - v®t?6mw 17^Pu��of T.O.CANOPY -7--- MP-2 _ _ , T.O. SIGN BAND _ K § 4 / 6-1 13-0"A.F.F 9 _ `_qY x" as a � r I I I I I K, .. -- - -- B031GN BAND� W 4 ENV 7-10" - P-15 / I - 4 f / ,' / / -° EG-6 - I - --_ - P-15 17 q _ - _ P-15 I 17 P-15 I q P-15TYR m o - - T.O.WAINSCOT B FINISH FLOOR _ 33 I - 2 r n _ _ STN-1 P-14 P-18 STN-1 P-14 STN-1 STN-1 EGA P-16 STN-1 P-14 STN-1 P-16 STN-7 STN-1 P-14 STN-1 =_ 28 18 18 i6 , 18 5 11 16 14 10 14 NP. s TYR TYR ......................... J 1 EXTERIOR ELEVATION -SHORT SIDE FRONT-NORTH J Q EXTERIOR ELEVATION-SHORT SIDE REAR-SOUTH. SCALE: 1/8"=1'-0" v SCALE 1l8'-1'-0" �a GENERAL NOTES: III =A. SEE SHEET A-803 FOR EXTERIOR MATERIAL SCHEDULE. T B. SEE SHEET—FOR WINDOWTYPES s H H KEYED NOTES: .O OUTDOOR WALL MOUNTED(DECORATIVE)LIGHTS,REFER TO ELECTRICAL DRAWINGS. O2 EXTERIOR SIGNAGE,SEE ELECTRICAL DRAWINGS.PROVIDE SOLID BLOCKING AS REQUIRED. sO PROVIDE METAL DRIP EDGE ABOVE DOORS. A B B.2 6.7 � � � � � W C aO ROOF SCUPPER FOR DETAIL.RE:A10-A501. `/ M 22 P-13 CP-1 25 < 28 4 EG-2 EG-1 CP-1 P-15 < 15 P-14 Ln EG-4 26 ? < 19 5 BOLLARD-RE:C-208 AND A-603 FOR SIZE AND LOCATION. P-14 CP-, I i E Z 3 I I ' Q ' I ' ^ I I O N o o 3x G t8 I I 18 I ¢ 2 2 I 27 ¢ NP 16 2 I ¢ O EMERGENCY LIGHT FIXTURE,SEE ELECTRICAL DRAWINGS. T.O.PARAPET Q, 28'-0'AF.F. _____ SPRINKLER TEST CONNECTION AND GAS METER IN THIS AREA GC TO T.O.PARAPET ' ' _____ T.O.PARAPET I(D-_-, 23'-0"A.F.F 28'-0'A.F COORDINATE WITH SPRINKLER CONTRACTOR.SEE FIRE PROTECTION T�O_PARAPET ___ 1 I t I : - - I COORDI ATE WI H SPRINK. - ---- -- _- _.� __ - -- . _,-- --__ ..__ ._-.- --- - �.. _---.._I_- .I I � I ,O WATER HEATER DRAIN LINES(RE:P 101). � U T.O.CORNICE ___ 7 TO ��/ 20'-00"A.F.F I I , I I T_O.CANOP7 O EXHAUST FAN LOUVER(RE:M101).TP (I CP3 _ -� I ----EGS II 19-W A.F.F. SERC PANEL REFERTO ELECTRICAL PLAN r I o I r w fit'-POumw T.O._CANOPY " 10 _ -- IGNBAND __ I I -. _-__--- , U W Z . I � .,. 15-0"A.Fn� EMOTE DRIVE THRU.SYSTEM. Y 2 ' R 13'-0"A F F - - 8'-10" 1 I I - o la�� Iam lamv;aca 11 a.i�VAWO]i [-':I hIm sc= \ \' - \ \ 6"HEIGHT IN LETTERING WITH BUSINESS NAME AND SURE NUMBER. J W F 1+ IGN �D F -� \ '\ \ \ \ \ _ I _ I I 9-1051BI 13 "EXTTONLY"SIGN. r MP-2 III. I - ! a I T1V7P 5 14 s"BaLURD-RE:F5-c206. � Y \ _ T.O.WAINSCOT CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS AND �- - 3'-0" 75 SPECIFICATIONS. r IN H FLOOR \ - _ -- - -- - - - - - - = FINISH FL I CMU WALL WITH STUCCO FINISH. J 0'1" 0'-0" �16 EG-8 EG-7 EG4i P-15 STN-1 P-14 P-14 P-16 STN-1 P-16 17 REVEAL,REFER TO A401-KI - 2 23 2 2 1 18 3 6 16 18 18 TYR 18 METAL FRAME WITH STUCCO FINISH.REFER TO SHEET A803 s. - R E 19 ROUGH SWAN FINISHED CANOPIES WITH SPANISH MISSION TILE ROOFING E _ BY EAGLE ROOFING#3124"BURNT ORANGE BROWN FLASHED".ICBO NO. - ER-0660. , xiuw n"ua .. mean»:wsxa .r -.._ wcu"xw.� .,<.-s" .-,ate- ...,.,., _::._.... nnm nuu r.�,..:.•,. .. .. innn ... 20 CONCRETE CURB,REFER TO DETAIL A501-Al E 1 EXTERIOR ELEVATION -LONG SIDE REAR-WEST 21 WOOD SHAPE PARAPET SCALE: 1/8"=1'-0" APPROXIMATE LINE OF ROOF.VERIFY WITH STRUCTURAL DWGS. 23 INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED 60"A.F.F.FROM CENTER OF THE SIGN.REFERTO SHEET A.002 AND A630 DETAIL K10 p 24 ADDRESS NUMERALS,24"IN HEIGHT. D 25 DECORATIVE CORNICE WITH ROUGH SAWN OUTRIGGERS PAINTED P-15. �NSE11 AROy/�. REFER TO DETAIL A401-El. D G Fp J �%1R15TOPNER K. 26 ROOF TOP MECHANICAL UNITS.EQUIPMENT SHALL BE PROPERLY OOERBCHLAG SCREENED BY SITE LINE AND PARAPET AS NOT TO BE SEEN. No.r- 27 DECORATIVEEIFSCORNICE.REFER TO DETAIL A401-Ai. .p 28 TRASH ENCLOSURE.REFER TO DETAIL C201413 1 � � D �Q � y;Rpv 2 3 2007 ! I i P783 I o P18 o I 28 CP 1 19 I 22 ¢ 15 4 CP 1 26 19 'o P275 1 I' < TYP. ( ' I REVISIONS j TO.PARAPET _ '_ ' ' _—___ 0 zF.F. t. I I T_o g-0w rET� roval C City Of Lake � more I I TO.PARAPET� PlamlinB Division ApP m PC1 04-30-07 23'd"A.F.F. T.O.PARAPET ARAP 0 C81 05-04-07 2G-0"A.F.F. TQ. .O.CANOPY �, ) Approved By:: \\ Q�y"gVC✓ ❑ FD1 05-11-07 _ --T.9-0AP _F CIO T.O.CANOPY A,PIROVF.D ❑ .F. I I I a FOR r i_hiMlT ISSUANCE O FAZEKAS&ASSOCIATES,INC. s _ ATE— El �CANOF Y _ .y -OieY;7,d for adherence Ei ". '- I - 8-10518" `I ..:�coil ee a:Pa o dinahce. Authorization is g C P CI Q 17 P-15 I) ,iln 4C h ue z bui.d'rg Permit pending _ b TYR ll r \ ,�,"u �^�:,�� �'.§ r�..., a,Cap. Cabe Cdv agaIcics. W T.O.WAINSCOT -- -�- _ _ J - < - o < ': e =.» ,a _ T.O.WAINSC ,e iss.snc�or g"an+,ng o1 a Permit basedd on 3d 5 I I.- FINI - _ _ _ __ _ n! 3'd" tr;Fova :rose pia Ys stall not be e ensue V8 SH FLOOR - i - O s 6 » T.1 r t or a- rove ar v,o a:�on of the apcl cable ___ - -- ---- - - - -- _ FINISH FL O%R Uj codes or c3an e. No permit presumed to g PROTOTYPE P-16 P-15 STN-1 STN-1 P-14 P aulho Ly'c ate�r cancel the provisions of such 107 X 163 14 P-16 STNA ..'des shall o�;a d• 18 6 3 1 16 1fi 2H 1g 1q �; STORE NUMBER 0 S WD PROJECT NUMBER LL A RAIPD0001 A W LEGEND: U o A2 01 w ,� na��nnn��nn EXTERIOR ELEVATION -LONG SIDE FRONT-EAST EG-X INDICATES EXTERIOR GRAPHIC LOCATION A1 SCALE. 1/8"=1'-0" XX-1 MATERIAL CALL OUT TAG.SEE A-803 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 9 0 1 12 13 14 15 16 7/8"3-LAYER STUCCO OVER METAL LATH AND BUILDING M PAPER 304 FELT. a M partners I 4.2 B 4.2 A 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949.753.7678 F wdpartners.com fO A401-Al .050 ALUMINUM CUSTOM STRAIGHT EDGE A401-Al .050 ALUMINUM CUSTOM STRAIGHT EDGE �� — LOCK FASCIA BY ATAS Cp_1 �� LOCK FASCIA BY ATAS CP-1 Atlanta • - TOP OF MASONRY - _ _ TOP OF MASONRY Boston L •• 28'-0"A.F.F. •• 2&-0"A.F.F. -� Chicago g L= Columbus f s Dellea k Los Angeles Miami a Sacramento REVEAL DETAIL / 7/6"3 LAYER STUCCO OVER METAL LATH AND — / 718.3 LAYER STUCCO OVER METAL LATH AND BUILDING PAPER 30#FELT OVER 1/2"PLYWOOD BUILDING PAPER 30#FELT OVER 1/2"PLYWOOD K 1 SCALE: 6"_ -0" OVER METAL STUDS @ 16 D.C. - OVER 8"METAL STUDS @ 16"O.C. eenn o uova iramaa .,-* - 5/8"EXTERIOR GYP.BD.SHEATHING STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S K RECOMMENDATION STN-1 O n 518"EXTERIOR GYP.BD.SHEATHING K IJ FOAM SHAPED 8"MTL.STUD @ 16'O.C. MEDALLION -_ I n MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET 4 - THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS I i J CHORD ANGLE,SEE STRUCTURAL DRAWINGS CHORD ANGLE,SEE STRUCTURAL DRAWINGS J i' T.O.STONE A401-El — — — — — _ A401-E1 — •R22 RIGID INSULATION — — — — — •R22 RIGID INSULATION iN 1 1/2"METAL DECK 1 1/2"METAL DECK 0 JNT.O.PARAPIT I O T.O.PARAPIT O 20'-0"A.F.F. DETAIL ' REFER TO STRUCTURAL I I REFER TO STRUCTURAL H1 SCALE: 1 1/2' 11.01. ROUGH SAWN WOOD REFER TO ELEVATIONS FORFINISH ` — — — — — BAR JOIST-SEE STRUCTURAL • •i BAR JOIST-SEE STRUCTURAL DRAWINGS DRAWINGS 1 3 5/8"MTL.STUD @ 16"O.C. _ B.O.SOFFIT C 1 VARIES THROUGH WALL FLASHING AND WEEPS W M V) 0 l STEEL BEAM-RE:S102 FOAM CORNICE - G g314 CMU-SEE STRUCTURAL DRAWINGS (� A503-K7 LAY IN ACOUSTIC CEILING SEE ' 'FOIL FACED FIBERGLASS R-15 BATT W -� REFLECTED CEILING PLAN INSULATION % IV in LAY IN ACOUSTIC CEILING SEE LL LAY IN CEILING may} REFLECTED CEILING PLAN A T.O.STONE 13'-6"A.F.F. Y Q = w LAY IN CEILING '^ O 13'-4"A.F.F. J ;€ • 13'-6"A.F.F. W (n ,a H W ..........." 5/8-GYP.BD. F F� J W FOIL FACED FIBERGLASS R-15 BATT ... W b 1 INSULATION 4314" 41/4" 8" 5" i'-0" 0 - I RE A-8 2 FOR LOCATION SYSTEM _ RE:A-802 FOR LOCATION OF OPAQUE 2'10 STONE VENEER WITH OVERGROUT „,.W WINDOW FILM INSTALLATION PER MANUFACTURER'S E ROUGH SAWN WOOD RECOMMENDATION gTN-1 = re E m REFER TO ELEVATIONS FOR FINISH _ _ INSULATED STOREFRONT GLAZING • •� Ih El PARAPET DETAIL — _ SCALE: 1 112"=1'-0" 050 CUSTOM EDGE LOCK PRE-FINISHED METAL .I FASCIABY ATAS &AP "•I 1X BLOCKING AS A503D1 PHI 1/2"EXTERIOR GRADE"- 6"MTL STUD @ 16"D.C. 1 REQUIRED - PLYWOOD INSULATED STOREFRONT GLAZING \ B SHEATHIGOR DE GYP. A401-Hl D= G�ag6D ARCh7T� __ THROUGH WALL SILL FLASHING AND WEEPS , p v CMU-SEE STRUCTURAL DRAWINGS - v :z4RI8T0PH'c-R K. a � C 1 � MARLITE SILL.EXTEND MARLITE TO I� 0.'lER3CFaG + 2'4" FINISH FLOOR N - MARLITE ALUMINUM CORNER MOLDING I METAL STUDS I A503 D13 11/2 5 1'-5112" !' @ 16"O.C. T.O.STONE 5/8"GYP.BD. (i.)KRAFT FACED FIBERGLASS R-15 BATT _ + 4'-0"A.F.F. - INSULATION + MEMBRANE-ROOFING UP ! 3 5/8"MTL.STUD @ 16"O.C. STONE VENEER WITH OVERGROUT MAY 2 3 2007 FOAM CORNICE f"+ AND OVER PARAPET INSTALLATION PER MANUFACTURER'S 3-_____ (1.)KRAFT FACED FIBERGLASS R-15 BATT T.O CMU .... RECOMMENDATION STN-1 INSULATION + t---1 3 5l8"MTL.STUD @ 16"O.C. CONCRETE CURB,REFER TO DETAIL A501-Al I //////��� C THROUGH WALL FLASHING AND WEEPS I CMUSEE STRUCTURAL DRAWINGS C REVISIONS V; 2" 4" 4' ..� 0 •�5/8"GYP.BD. 1" 1" 1" - FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 - 1 REINFORCED CONCRETE SLAB RE:S701 Q ���- x ���- PARAPET DETAIL � REINFORCED CONCRETE SLAB RE:S101 C 1 ❑ VAPOR BARRIER VAPOR BARRIER W SCALE:1 1/2"=1'-0" Q �.„ CRUSHED STONE RE:5101 CRUSHED STONE RE:S101 OSO CUSTOM EDGE LOCK - OR GEOTECHNICAL REPORT .. `�� OR GEOTECHNICAL REPORT El 050FASCIAUSTOM EDGE - PRE-FINISHED a FINISH FLOOR F "PCVED FINISH FLOOR _ 0 �\ ' 0'-0" FOR 14, ISSUANCE 0'-0" 0 Z A503-D1 CAP COPING SCOTT FAZEKAS&ASSOCIATES,INC. Ez -1XBLOCKINGAS ° El REWIRED — ° �- .Y DATE RRMHEM El B • s 'I-_ 'cse p ris have e 1 rev ewad far adherence to the B 111 coda. a . : e. Authorization is • - panted s$s ue a bl ng permit pending -"r v -;all appEcablo CRY agc 1 ias. _ O b • POURED CONCRETE SIDEWALK,SLOPE 2%PER - POURED CONCRETE SIDEWALK, -'gyp issuance these or plans s it a permit based oo 3-A13- SLOPE 2%PER FOOT AWAY _ FOOT AWAY FROM BUILDING per it o of approve plans shall not be construed to FROM BUILDING - PROTOTYPE L CMU permd or approve ary v'aatlon of t;e aoplicahie a r DRAWINSEE GS STRUCTURAL ccdcs or ordinance. No permd plesums❑,o give 107 X 163 DRAWINGS .j &athorty to vo'ao o-cancel the provisions of such v -modes shall be valid. STORE NUMBER FOAM CORNICE � �� a W B"EXTERIOR CMU-GROUT SOLID BELOW GRADE CMU-GROUT SOLID BELOW GRADE f A GYP.BD. V SHEATHING CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE WD PROJECT NUMBER DRAWINGS STRUCTURAL DRAWINGS A RAIPD0001 ' A METAL STUDS @ 16^O.C. 4 A AA401l.. 1'-0 1' PARAPET DETAIL AC SECTION Al 1 SECTION SCALE: 1-1 12"= " J SCALE: 314"= -0" SCALE:3!4" 1'-0" } 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 :. .> ��" ��;"d "n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ,,. M M �l7c7I't/7E/S B 4.0 1,0 B 4.0 1•0 1.0 2852 Kelvin Avenue 0 1 Irvine,CA 92614 949 7,13 7676 T g4175D678 F wdpartnem.com .050 a s A503—K13 LOCKALUMINUMFASCIA CUSTOM STRAIGHTEDGE LOCK FASCIA BY ATAS Atlanta TOP OF MASONRY _ Boston 40 L I 28'-0"A.F.F. L a Chicago _ Columbus Dallas # Los Angeles Miami A503—K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE A503—K13 .050 ALUMINUM CUSTOM STRAIGHT EDGE I Sacramento LOCK FASCIA BY ATAS CP-1 _ LOCK FASCIA BY ATAS CP-1 ` TOP OF MASONRY l TOP OF MASONRY 7/8"3 LAYER STUCCO I I 26'-0"A.F.F. I - I 26'-0"A.F.F. 5/8"EXTERIOR GYP.BD.SHEATHING j • • CB1 I5/8"EXTERIOR GYP.BD.SHEATHING I , 5/8"EXTERIOR GYP.BD.SHEATHING - N K I `- K II I METAL FLASHING FELT UNDERLAYMENT BY OTHERS TOP OF FRAMING Ail 23'-4"A.F.F. ROOF TILE it BIRDSTOP }f 8X2 WSTRUCTURAL ODD STUDS PER r I I MEMBRANE ROOFING UP AND OVER PARAPET I I MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET „$ THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS I THROUGH WALL FLASHING AND WEEPS J CHORD ANGLE,SEE STRUCTURAL DRAWINGS CHORD ANGLE,SEE STRUCTURAL DRAWINGS PLYWOOD L CHORD ANGLE,SEE STRUCTURAL DRAWINGS J SHEATHING •R22 RIGID INSULATION •R22 RIGID INSULATION t _ 'R22 RIGID INSULATION = 1 V2"METAL DECK 1 1/2"METAL DECK r 1 112"METAL DECK METAL FLASHING METAL FLASHING _ - n METAL FLASHING FELT UNDERLAYMENT FELT UNDERLAYMENT TOP OF CANOPY REFER TO STRUCTURAL TOP OF CANOPY > BY OTHERS � BY OTHERS I � ROOF TILE ` ROOF TILE H BIRDSTOP BIRDSTOP H 8X2 WOOD STUDS 8X2 WOOD STUDS "`$ PER STRUCTURAL \ PER STRUCTURAL \ Y' g PLYWOOD PLYWOOD 1 O SHEATHING BAR JOIST-SEE STRUCTURAL SHEATHING BAR JOIST-SEE STRUCTURAL BAR JOIST-SEE STRUCTURAL DRAWINGS a DRAWINGS DRAWINGS 8"MTL.STUD @ 16"O.C. \ .�\ 0 Uj `718"3 LAYER STUCCO OVER METAL LATH AND V8"3 LAYER STUCCO OVER METAL LATH AND 7/8"3 LAYER STUCCO OVER METAL LATH AND ` M BUILDING PAPER 30#FELT OVER 1/2'PLYWOOD BUILDING PAPER 30#FELT OVER 1/2"PLYWOOD BUILDING PAPER 30#FELT OVER 12"PLYWOOD / Ln G FLASHING O MET e__ OVER 8"METAL STUDS @ 16"O.C. METAL FLASHING OVER 8"METAL STUDS @ 16"O.C. OVER 8"METAL STUDS @ 16"O.C. ER N G - ❑ Q LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE W REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN = �/ e ❑ L6 1D LAY IN CEILING �yy. rO - LAY IN CEILING fO LAY IN CEILING may} O W 1Y-6"A.F.F. (_� +, INSULATION "- - <- .., ..,�"� 'FOIL FACED FIBERGLASS R-15 BATT '�" ION 'FOIL FACED FIBERGLASS R-16 BATT . W I ; O7 INSULATION 'FOIL FACED FIBERGLASS R-15 BATT r •�• L INSULATION Fn F BOTTOM OF ARC F Q J VARIES J W W � Y A503—K7 O A503—K1 Q � 1 T.O.STONE '/ T.O.STONE y 9'-4"A.F.F. 11 STONE VENEER WITH OVERGROUT 9'-4"AEE J STONE VENEER WITH OVERGROUT INSTALLATION PER MANUFACTURER'S INSTALLATION PER MANUFACTURER'S RECOMMENDATION gTN-1 RECOMMENDATION E t `� E .......... i 6 8"MTL.STUD Q 16"O.C. gg 8'MTL STUD @ 16"O.C. l CMU-SEE STRUCTURAL DRAWINGS g —' - �yED AROHij, D _...._- - _ D ---- CMUSEE STRUCTURAL DRAWINGS CMU-SEE STRUCTURAL DRAWINGS _ v MIRIS70eHERK DOERSG4;;�r3 ...,..i......................... ': t .........�... 6 A503—K1 A503—Ki 6 ----- 5/8"GYP.BD. I 1 5/8"GYP.BD. ;: l 5/8"GYP.BD. 3 5/8"MTL.STUD @ 16"O.C. N 3 518"MTL.STUD @ 16"O.C. OI 3 5/8"MTL.STUD @ 16"O.C. = T.O.STONE 6 T.O.STONE +AAY 2 3 2907 (1.)KRAFT FACED FIBERGLASS R-15 BAIT 3'-4"A.F.F. .�:,J (1.)KRAFT FACED FIBERGLASS R-15 BATT 6 O"A.F.F. J (1.)KRAFT FACED FIBERGLASS R-15 SATT INSULATION - INSULATION 6 INSULATION CONCRETE CURB,REFER TO DETAILA501-Al REVISIONS C THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS C CB1 05-04-07 FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 > FINISHED FLOORING RE:A102 0 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 VAPOR BARRIER — VAPOR BARRIER VAPOR BARRIER El CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 E3 --- OR GEOTECHNICAL REPORT ORGEOTECHNICAL REPORT r - OR GEOTECHNICAL REPORT FINISH FLOOR ' FOR P � / FINISH FLOOR APPROVED ° EPPR ISSUANCE ° ° FINISH FLOOR 13 a 0'-0" , a 0'-0. SC TT FAZEKAS 8 ASSOCIATES - a 0'-0" 13 _ a plans ave been reviewed for ad orence fno - B : c •le des and ordinance. Autto•izati.i is' a -111= B eb, 'a ,d to issue a building permit pe.owg Alit, El � V/ ° p r: v-:oy It applicable City agencies. ° Z POURED CONCRETE SIDEWALK,SLOPE 2%PER °a POURED CONCRETE SIDEWALK,SLOPE 2%11=suan e or gra piing Of a permit °ased-one POURED CONCRETE SIDEWALK,SLOPE 2%PER O u oval of hose plans shall not be co Brued tp _ FOOT AWAY FROM BUILDING FOOT AWAY FROM BUILDING FOOT AWAY FROM BUILDING - pern ii or prole any,violation of the .!gable PROTOTYPE L codas or o nance. No permit presum r Tdih Ority to i0"ate or cancP.l the prOVlSlone Of such 107 X 163 Cdzs shall I*valid. Ix 8 STORE NUMBER 1 1 1 CMU-GROUT SOLID BELOW GRADE CMU-GROUT SOLID BELOW GRADE CMU-GROUT SOLID BELOW GRADE a�A• CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE STRUCTURAL WD PROJECT NUMBER V/ DRAWINGS DRAWINGS DRAWINGS RAIPD0001 A A' J A402 /� SECTION /� SECTION /� SECTION A SCALE:3/4"=1'-0"' 11 SCALE: 3/4"=1•"0" Y /�1 e SCALE:3/4"=1'-0" 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 n ...... 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ....w "' "' partners 2852 Kelvin Avenue Irvine,CA 92514 .050 ALUMINUM CUSTOM STRAIGHT EDGE - 949753.7676 T M LOCK FASCIA BY ATAS CP-1 941753.7678 F N 518"EXTERIOR GRADE GYP.BD.SHEATHING wdpartnem.com it 1!2" PARAPET WALL BEYOND Atlanta ______ TOP OF PARAPET .-/1,� Boston 29-00"A.F.R - Y 050 ALUMINUM CUSTOM EDGE LOCK FASCIA L Chicago - BY ATAS - Columbus CP-2 Dallas '4 Los Angeles I - Miami I Sacramento 5/8 EXTERIOR GRADE PRESSURE I TREATED PLYWOOD SHEATHING 7l6"3 LAYER STUCCO L EXTERIOR GRADE GYP.BD.SHEATHING MEMBRANE ROOFING UP AND OVER PARAPET K I 'R22 RIGID INSULATION K I MEMBRANE ROOFING UP AND OVER PARAPET I TOP OF PARAPET 1 112"METAL DECK •R22 RIGID INSULATION 1 1/2'METAL DECK � I I \ — REFER TO STRUCTURAL � IREFER TO STRUCTURAL-_-_______-- A503-K13 E BAR JOIST BAR JOIST = STEEL BEAM H - STEEL BEAM � H/ _ HORIZONTAL REINFORCING MEMBRANE ROOFING SEE MATERIAL NOTES SHEET S101 WIRE AND HANGER TO BOTTOM CHORD OF STRUCT JRE ABOVE- RIGID INSULATION .050 ALUMINUM CUSTOM 5/8"GYP.BD. !. STRAIGHT EDGE LOCK t 112"METAL DECK a FASCIA BY ATAS CP-1 - FLASHING _ STEEL BEAM-RE:S-102 7/8"3 LAYER STUCCO OVER METAL LATH AND MTL.JOISTS AT 16"O.C. - 16 GA.CLOSURE PLATE BUILDING PAPER 30#FELT OVER 1/2"PLYWOO W O — — SURFACE MOUNTED LIGHT FIXTURE,SEE OVER 4"METAL STUDS @ 16"O.C. ` M A502-A7 _ 1 ELECTRICAL DRAWINGS FOR MORE INFORMATION e / L0 A501-K13 A503-K4 A/ (V CaCANOPY 'FOIL FACED FIBERGLASS R-21 BATi (�' LL 0 ^ ?3 INSULATION W /Q' I ffJQO METAL CU I (1)KRAFT FACED FIBERGLASS R-15 BATT COPING y� INSULATION 4 CP-3 _GYP.BD.CEILING TO LU _ - I 1Y-6"A.F.F._—_—_—_ TO PROTECT EXPOSED DIEBOLD TUBE 77 U) LAY IN- REFLECTED STIC LING EE W Z CHORD ANGLE,SEE STRUCTURAL DRAWINGS S. LL VI F I BAR JOIST J W 31/2'MTL.STUD(aJ 16"O.C. I METAL DECK I " I T W REINFORCED CONCRETE SLAB RE:S101 COMPOSITE METAL PANEL SYSTEM MEZZANINE F_INISH_F_LOO_R_______ I F Q 10.6"A.F.F. L I TUBE STEEL BEAM-SEE STRUCTURAL T J B.O.CANOPY DRAWINGS 10'-0"A BOTTOM OF BAR JOIST -_-_- J 9'-4"A.F.F. E 7ROOF OVERFLOW PIPE EO' EQ. I A503-G7 TRIM PER MAUNFACTURERS �' ------- METAL VARIES I 10'-10 1/4" _LAY A.CEILING r; SEE PLAN E SPEC.COLOR TO MATCH B'-0"A.F.F. SOFFIT LOCKING ACCESS PANEL REFERENCE SPECS. S I LAY IN ACOUSTIC CEILING 7/8"3 LAYER STUCCO 3/4"BACKER ROD SEALANT i. 'J OVER METAL STUDS { METAL CEILING SYSTEM,SEE FINISH SCHEDULE I ( € l 6"MTL.STUD AT 16"O.C. SELF TAPPING SCREWS AT EACH LOCATION,TYP. 3 51W MTL.STUD Cry 16"O.C. "I CI mi METAL CEILING SYSTEM SF-1 1 A503-139 lid 5!8"GYP.BD.PAINT TVP. P-8 DOWN LIGHT FIXTURE,SEE � RAIN WATER LEADER � ELECTRICAL DRAWINGS SEALANTAND Fn O ED AR p BACKER ROD AT INSULATED STOREFRONT GLAZING D _ m p DRAWER PERIMETER OUTLINE OF TUBE AND TELLER TERMINAL JJ 4r,FtRI310RiERc�ca STONE VENEER WITH OVERGROUT in o ALUMINUM STOREFRONT SYSTEM )v DOERSCHIAG INSTALLATION PER MANUFACTURER'S BULLET RESISTANT STOREFRONT SYSTEM RECOMMENDATION CONCRETE FILLED ��' it CUSTOM CUT SOLID BLOCK SILL MANUALLY OPERATED DRIVE THRU SYSTEM METAL BOLLARD,SEE Illf SUPPLIED BY RITE AID AND INSTALLED BY 503-D4 THROUGH WALL FLASHING AND WEEPS < PLANS FOR MORE ,III MANUFACTURER.ALL EXPOSED SURFACES OF --/. I. INFORMATION ..I DRIVE-THRU UNIT TO BE"CLEAR ANODIZED"-UNIT ,i 15" CMU-EXPOSED FACE 6"MTL.STUDS AT 16"O.C. TO BE MOUNTED PER MANUFACTURERS CMU-SEE STRUCTURAL DRAWINGS SPECIFICATIONS AND IN COMPLIANCE W/LOCAL FOR REINFORCEMENT MAY 23 M? ACCESSIBILITY CODES. 3 (2.)5/8"EXTERIOR GRADE (1)KRAFT FACED FIBERGLASS R-15 BATi STONE VENEER WITH OVERGROUT PLYWOOD SHEATHING L.._.1 INSULATION - - INSTALLATION PER MANUFACTURER'S RECOMMENDATION REVISIONS C CMUSEESTRUCTURALDRAWINGS I s A502-A2 FOR REINFORCEMENT m THROUGH WALL FLASHING AND WEEPS C w 3 5/8"GYP.BD.PAINT TYP. CCRETE CURB-SEE SITE P-8 y j E FINISHED FLOORING RE:A102 ON Y rc� DETAILS FINISHED FLOORING RE:A102 ^'0 V REINFORCED CONCRETE SLAB E:S101 REINFORCED CONCRETE SLAB RE:S101 l VAPOR BARRIER RE:K1!S-101 I t VAPOR BARRIER CRUSHED STONE RE:S-101 OR I CRUSHED STONE RE:S101 SEE GEOTECHNICAL REPORT I 4° FINISH FLOOR � ------ FINISH FLOOR 13 4 4 4 ° ey _ APPROVED P L1=` _ B " -III ( F PEf1MIT ISSUANCE SCOTF ZEKAS&ASSOCIATES,INC. B RAIN WATER LEADER TO STORM DRAIN,SEE _ STONE VENEER WITH OVERGROUT - ® �J CIVIL DRAWINGS FOR CONTINUATION ° INSTALLATION PER MANUFACTURER'S 'Y_ DATE A503-A4 ® L 4 1 " 4 ° RECOMMENDATION :ese pl-:ns have een reviewed fora.nerence to the O ,li:... a code- and ordinance. ftorization is .% CONCRETE FOUNDATION-SEE STRUCTURAL .es, anted t issue a buiCdo ;ermi D DRAWINGS 9 t endin PROTOTYPE L pprGva,oy all ap :able City agencies. r m . WATER PROOFING ON WALL BEHIND CURB :a issuance o rantin POURED CONCRETE SIDEWALK,SLOPE 2%PER 107 X 163 POURED CONCRETE CURB,SLOPE 2%PER 9 9 of a permit based on FOOT AWAY FROM BUILDING proval of ihes_plans;hall not be construed to FOOT AWAY FROM BUILDING III' STORE NUMBER a g 4 <—CONCRETE FOOTING-SEE STRUCTURAL DRAWINGS ?eimd or appro any violation of the applicable - CMU-GROUT SOLID BELOW GRADE "odes or ordina e. No permit presumed to give CMU-GROUT SOLID BELOW GRADE 4 ° ° :Ahority to viola or cancel the provisions of such V, ° CONCRETE FOOTING-SEE STRUCTURAL .odes shall be vall CONCRETE FOOTING-SEE STRUCTURAL WD PROJECT NUMBER DRAWINGS DRAWINGS A.!', RAIPD0001 J A J -- r . 0 Al SECTION AT DRIVE THRU CANOPY p � n SECTION A403 ° SCALE: 314"=1'-0" /1 L SCALE.3l4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 n r. ..� � �- ,",...- � e ..... .-�. � �.......��. � �� as m �� � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i6 M partners B M 1.0 M M 2852 Kelvin Avenue Irvine,CA 92614 a[ 949.753.7676 T 949.753.7678 F i wdpartners.com A503-1<13 .050 ALUMINUM CUSTOM STRAIGHT EDGE LOCK FASCIA BY ATAS Cp-1 Atlanta ^- - TOP OF MASONRY Boston L I • 28'-0"A.F.F. 40 L Chicago Columbus Dallas I = Los Angeles Miami A503 K73 .050 ALUMINUM CUSTOM STRAIGHT EDGE A503-K13 .050 ALUMINUM CUSTOM STRAIGHTEDGE Sacramento �� LOCK FASCIA BY ATAS Cp-1 LOCK FASCIA BY ATAS CP-1 _ 7/8"3 LAYER STUCCO TOP OF MASONRY TOP OF MASONRY �e 26-0'A.F.F. � ��: � 26'-0"A.F.F. 5/8'EXTERIOR GYP.BD.SHEATHING &8"EXTERIOR GYP.BD.SHEATHING 5/8"EXTERIOR GYP.BD.SHEATHING cBt I K 7/8"3 LAYER STUCCO . K ® g METALFLASHING If L FELT UNDERLAYMENT TOP OF FRAMING BY OTHERS 3> 2N 4"A.F.F. ROOF TILE BIRDSTOP MEMBRANE ROOFING UP AND OVER PARAPET MEMBRANE ROOFING UP AND OVER PARAPET BX2 WOOD STUDS \ MEMBRANE ROOFING UP AND OVER PARAPET PER STRUCTURAL l a. THROUGH WALL FLASHING AND WEEPS _ THROUGH WALL FLASHING AND WEEPS O. i \ 5 THROUGH WALL FLASHING AND WEEPS CHORD ANGLE,SEE STRUCTURAL DRAWINGS CHORD ANGLE,SEE STRUCTURAL DRAWINGS ss PLYWOOD CHORD ANGLE,SEE STRUCTURAL DRAWINGS „ SHEATHING R22 RIGID INSULATION CB7 'R22 RIGID INSULATION P 'R22 RIGID INSULATION C81 j 11� 1 1/2"METAL DECK 1 112"METAL DECK u 1 1/2"METAL DECK P� METAL FLASHING METAL FLASHING METAL FLASHING r a FELT UNDERLAYMENT FELT UNDER MEN TOP OF CANOPY TOP OF CANOPY '.,,4y REFER TO STRUCTURAL BY OTHERS 19'-0'A.F.F. 41 BY OTHERS ROOF TILE ROOF TILE H BIRDSTOP BIRDSTOP a H 8X2 WOOD STUDS 8X2 WOOD STUDS PER STRUCTURAL \ s PERSTRUCTURAL� \ PLYWOOD PLYWOOD SHEATHING BAR JOIST-SEE STRUCTURAL SHEATHING e BAR JOIST-SEE STRUCTURAL BAR JOIST-SEE STRUCTURAL DRAWINGS DRAWINGS DRAWINGS \ 6"MTL.STUD @ 16'O.C. 718'3 LAYER STUCCO OVER METAL LATH AND 718'3 LAYER STUCCO OVER METAL LATH AND 7/8"3 LAYER STUCCO OVER METAL LATH AND W M BUILDING PAPER 30#FELT OVER 112"PLYWOOD s BUILDING PAPER 30#FELT OVER 112"PLYWOOD BUILDING PAPER 30#FELT OVER 1/2"PLYWOOD METAL OVER B"METAL STUDS @ 16"O.C. Sfi,. METAL _ OVER 8"METAL STUDS @ 16"O.C. OVER 8"METAL STUDS @ i6"O.C. FLASHING FLASHING a/ N G Gs � Q LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE LAY IN ACOUSTIC CEILING SEE W U REFLECTED CEILING PLAN ° - REFLECTED CEILING PLAN REFLECTED CEILING PLAN N 0 LL LAY IN CEILING LAY IN CEILING _ LAY IN CEILING O W 13'-6"A.F.F. L ° _ w 'FOIL FACED FIBERGLASS R-15 BATT E INSULATION INSULATION 'FOIL FACED FIBERGLASS R-15 GATT _ I) W 7 _ 'FOIL FACED FIBERGLASS R-15 BATT , I L INSULATION n 0 Y BOTTOM OF ARC LL J F VARIES F J _ W 8"MTL STUD Q 16"O.C. - �W/ A5037K1 3 A503-K1 " Q T.O.STONE T.O.STONE "A.F.F. g•-4'AF T_ J STONE VENEER WITH OVERGROUT STONE VENEER WITH OVERGROUT _ INSTALLATION PER MANUFACTURER'S . INSTALLATION PER MANUFACTURER'S - RECOMMENDATION STN-1 E RECOMMENDATION STN-1 E -STUD /T.O.WALL A.F.F. PAINT TO MATCH ADJACENT MTL.STUD @ 18'O.C. WALL SURFACE 8'-0"CMU WALL FOR TRASH 8" ENCLOSURE.REFER TO CIVIL DRAWINGS. CMU-SEE STRUCTURAL DRAWINGS USED AROti7 E r D D .. F G 0 CMU-SEE STRUCTURAL DRAWINGS �'. �r .:HBIBTOPHERK � CMU-SEE STRUCTURAL DRAWINGS no. zaa B - A503-K1 &8"GYP.BD. _ 5/8'GYP.BD. 5/8"GYP.BD. a 3&8"MTL STUD(oj 16'O.C. 3 5/8"MTL.STUD C 16"O.C. # 0 3 5/8"MTL.STUD @ 16'O.C. a NAY 21 ZOO? (1.)KRAFT FACED FIBERGLASS R-15 BATT T.O.STONE ........._ (1.)KRAFT FACED FIBERGLASS R-15 BATT 3'-4'A.F.F. " (1.)KRAFT FACED FIBERGLASS R-15 BATT INSULATION INSULATION INSULATION '.. CONCRETE CURB,REFER TO DETAIL A501-Al I REVISIONS C THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS THROUGH WALL FLASHING AND WEEPS C ❑ CB7 05-04-07 FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 FINISHED FLOORING RE:A102 0 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 REINFORCED CONCRETE SLAB RE:S101 0 _t1 13 VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 CRUSHED STONE RE:S101 OR GEOTECHNICAL REPORT -- OR GEOTECHNICAL REPORT OR GEOTECHNICAL REPORT 0 FINISH FLOOR FINISH FLOOR a FINISH FLOOR El IS =111= =11 F APPROVED UANCE FOAZEKAS&ASS COTT ASSOCIATES,IN . Z °a I POURED CONCRETE SLAB REFER TO CIVIL POURED CONCRETE SIDEWALK,SLOPE 2%PER °a ° POURED CONCRETE SIDEWALK,SLOPE 2%PER O ' DRAWINGS FOOT AWAY FROM BUILDING :Y DATE FOOT AWAY FROM BUILDING �eSe p ns have been reVieWed fOr edhe �nce to(he PROTOTYPE L elic... codes and ordinance. Authonza Ion I r •eb; -anted to issue a building permit pending 107 X 163 :pprovaai y ail applicable City agencies. v q STORE NUMBERLU CMU-GROUT SOLID BELOW GRADE CMU-GROUT SOLID BELOW GRADE ie is ance or granting of a permit based on CMU-GROUT SOLID BELOW GRADE prov of these plats shall not be construed to /A CONCRETE FOOTING-SEE STRUCTURAL CONCRETE FOOTING-SEE STRUCTURAL permit r approve any rto!ation of the applicable CONCRETE FOOTING-SEE STRUCTURAL WD PROJECT NUMBER V, DRAWINGS DRAWINGS code:, ordinance. No permit presumed to give A codesrs�ll vioal a or can cel the provisions of such DRAWINGS RAIPD0001 A J AlSECTION SECTION SECTION SCALE:3/4"=1'-0" A7 SCALE: 3/4"=1'-0" A 12 SCALE: 314"=1'-0" 3 4 5 6 7 8r 9 10 11 12 13 14 15 16 �� �... 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11T DIA.STEEL BAR C4x5.4 STEEL WELDED TO ANGLE Q4-D.C. CHANNELFRAME WELDED HATCH OPENINGABOVE V m HOLES FOR PAD LOCK = SUPPLIED BY RITE AID M, PADLOCK SPLICING CEMENT WATER CUT-OFF MASTIC M partners SUPPLIED BY RITE AID IN-SEAM SEALANT STAINLESS STEEL CLAMPING RING 114'STEEL PLATE �----8 LAP SEALANT PRE-MOLDED PIPE SEAL DRAIN EXTENSION 2852 Kelvin Avenue GUIDE WELDED Irvine,CA 92614 AT FACE OF 314"DIA.HOLFS ROOFING MEMBRANE ROOFING MEMBRANE CHANNEL FLANGE BELOW DRILLED IN FRAME SEE SPECIFICATIONS ROOF DRAIN OVERFLOW DRAIN 949.753.7676 T POLYISOCYANURATE INSULATION "� TAPERED INSULATION 949.753.7678 F nF �L CONCRETE DECKING OR STEEL DECKING 10 4"O a L3x2x11q' --- wdpartners.com METAL DECK-SEE STRUCT.OWGS a T MAX T MIN. PIPE PENETRATION I Atlanta _ Boslon ......... ........... ......... s L a PLAN VIEW ! NOTES: L Chi mge e 1.PRE MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP = Dallas 1n"DW.STEEL BAR C4x5.4 STEEL CHANNEL FRAME EDGE,REGARDLESS OF PIPE DIAMETER. T Los Angeles WELDED TO ANGLE @14"O.C. WELDED HATCH OPENING ABOVE R ODE DECK RECEIVER ON Miami t .....4............_.. _._.._... ._�.........._.� _ 2.APPLY PIPE PEAL-SEAM EALANT 112"INCH FROM INSIDE EDGE OF TO STORM Sacramento FLANG= UNDERDECKCLAMP DRAIN SYSTEM 1.11211111" 3.DECK FLANGES OF THE PRE MOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED,CUT ORAPPLIED OVER ANYANGLE DISCHARGES ------ CHANGES. ONTO DRIVE THRU OR HOLES FOR PAD LOCK - SIDE WALK AT ENTRY SUPPLIED BY RITE AID SEEA7/A-502 PAD LOCK K SUPPLIED BY RITE AID 73A4•DIA.HOLES DRILLED IN FRAME s K (, A503—Kl3- .050 ALUMINUM CUSTOM STRAIGHT EDGE 114 STEEL PLATE GUIDE WELDED SECTION .� LOCK FASCIA BY ATAS pp-1 AT FACE OF CHANNEL FLANGE .nnnnnnnn n x•xnmm .._� - .••..�••_ nniwn wnnnnwnnw nrxn r x Mn aa. TOP OF MASONRY BURGLAR BAR DETAIL GAS PIPE PENETRATION DETAIL ROOF DRAIN AND OVERFLOW DRAIN DETAIL 23'-4"A.F.F. K7 SCALE: 3"=1'-0" K10 SCALE 1"=1'-0" K13 SCALE:11/2 1'-0" 518"EXTERIOR GYP.BD.SHEATHING ,xw nw mn mo. .",wu. .�, "amr� -� ,ice=,- mw 7/8"3 LAYER STUCCO MEMBRANE ROOFING UP AND OVER PARAPET THROUGH WALL FLASHING AND WEEPS GAS PIPE SEE _ PLUMBING DRAWINGS H.91P202 J CHORD ANGLE,SEE STRUCTURAL DRAWINGS B TV X 1/4"WIDE GASKET FOR CURB 6 ROOF TOP UNIT R22 RIGID INSULATION FRAME AND ALL DUCT SUPPORT MTL.COVER SURFACES %- 1 112"METAL DECK COUNTER SLOPED SHEET METAL ROOF CAP- 1"MI POCKETRESENSITIVE POURABLE SEALANT _ FLASHING INSULATED ROOFTOP UNIT BASE RAIL PROVIDE POURABLE INTEGRAL 2X P.T.WOOD SEALER ...--.----.. 6 NAILER FLASHING AND COUNTERFLASHING } P SEALANT LAP SEALANT \ PREFABRICATED CURB REFRIGERANT PIPE OR _ REFER TO STRUCTURAL WITH RIGID INSULATION ELECTRICAL CONDUIT THRU SIDE ATTACH TO BLOCKING OF CURB ROOF CURB UNIT BY ROOF TOP UNIT MAHER i i WI FACTORY SUPPLIED BURGLAR BARS 1 RUN ROOFING UP CURB WRAP ROOFING UP CURB AND i^ AND SEAL SEAL CRICKET AS REQUIRED MEMBRANE H L — - — ROOFING H ROOF DECK ROOF INSULATION P.T.WOOD BLOCKING ATTACHED ROOF INSULATION III. BAR JOIST-SEE STRUCTURAL TO DECK N:7T�O DBLOCKING - 6"MIN. PENETRATIONS ODRAWINGS PIPE CLAMP ATTACHED TO 12"MAX.DECK NOTES: CUT AND PATCH ROOF AND MAINTAIN OWNER EL FRAME,ALL SIDES OF ROOF ROOFING BOND.INSTALL CURB PER OPENING PIPE WRAP INSULATION TO STOP INDIVIDUAL G"MIN. MANUFACTURER INSTALLATION REQUIREMENTS. SEE STRUCTURAL DRAWINGS a WHERE POURED SEALER 8 DECK PENETRATIONS W CD STEEL JOIST PENETRATION START. FOR PIPE& 12'MAX. SEE STRUCTURAL DRAWINGS ELECTRICAL / LO N G A401—K1 G Q H a I LAY IN ACOUSTIC CEILING SEE m m W �14'-0" _ ____ REFLECTED CEILING PLAN °-_... ninm f "w e�<�wna. F =__ate= r;A�iune. ,.. .,ux wim nnwnnnnx 1:m a":nn.nn n n-. _ T.O.REVEAL A503—G9 I I G7 PIPE CURB DETAIL l�'±1 O ROOFTOP UNIT CURB DETAIL ap 1 PITCH POCKET DETAIL(ALT. FOR G7/A-501) U LAY IN CEILING V V SCALE. 1"=1'-0" ... SCALE: 1"=1-0" SCALE: 1 1/2 1-0' , ,,;.�13'-6"A.F.F. inunninnn �»rcnncrm x ��". �-°�O.REVEAL -- �� - .� w mi ,.. wn imm � w " � � 2 LL ~- 'FOIL FACED FIBERGLASS R-15 BATT ( METAL BILCO LADDER W N COVER INSULATION SEALANT NEOPRENE DRAFT SEAL UP SAFETY POST LU-i ` LU Z METAL li Y S.S.FLASHING LINER PADLOCK EYE I N 1" AND WATCH Q F ---� ... 17 I LAP SEALANT PREMOLDED FLASHING I INSULATION STRIKE(CADMIUM F J PLATED) W ........ ...I 4.... SHED INSIDE LATCH RELEASE r FLASHING MI 40 PVC MAX 4"DIA N.2'DIA, RIGID INSULATION III � W WATER CUT-OFF MASTIC W i MEMBRANE SPLICING CEMENT T METAL CURB t. INSULATED STOREFRONT GLAZING g ROOFING LAP SEALANT _ Y MEMBRANE BASE Q PRE-MOLDED PIPE SEAL 1 HINGE FLASHING 10'-0" __ ALUMINUM STOREFRONT SYSTEM r J Y T.O.CMU BRICK SILL W/SAWCUTTOP 1/2":12" STAINLESS STEEL CLAMPING ARM LADDER o CRICKET SLOPE RING a - SPLICING CEMENT SPLICING CEMENT — % SPLICING CEMENT LAP SEALANT LAP SEALANT LAP SEALANT ROOFING CLAMP OR OTHERWISE MEMBRANE 5X4 STL.ANGLE E -- EPDM MEMBRANE E } I ANCHOR PIPING TO ROOF INSULATION '✓ --- FRAMING AT TWO LOCATIONS _ - O . INSULATION � m BAR JOIST C O C O C __ ----- METAL ROOF DECKING SLIDING METAL BURGLAR BARS WI LOCK-SET INWELDED TO Q _ CMU-SEE STRUCTURAL DRAWINGS y CHANNELS STRUCTURE ADJACENT STRUCTURREE = _. RE:KTA-501 SED AF? - 4"XV PULL BOX SUPPORT BRACKET D ..... �.i...._ D� OH IHFAK T-6"MIN DE uD N.G23 5/8"GYP.BD. D7 VENT PIPE DETAIL D10 ROOF WIRE CHASE DETAIL D13 ROOF HATCH DETAIL SCALE: 11/2'=1'-0" - SCALE: 1"=1'-0" SCALE:11/2"=1'-0' _ G.^•L1x� r w� w� nnn�ww w _ � 2 3 zua- ' 3 5/8"MTL.STUD�16"O.C. .... - -.. ... APPR ED � dAY �. FOR PERMIT SUANCE _ S�OTTFAZEKAS& SOCIATES INC. _ (1.)KRAFT FACED FIBERGLASS R-15 eATi +' T.O.STONE INSULATION y T41"A.F.F [ Y—D E� REVISIONS 41 - se p'.ns have been revj�codes and ordi ance�r Authorization hs Z C p -- -'-- THROUGH WALL FLASHING AND WEEPS BY ATAB 'anted s issue a ulce. permit ption is DRAIN O C prov oy all applicable City genies. FINISHED FLOORING RE:A102 _ �'q(( FLASHING COLLAR e DOUBLE LINED �P,o e I s.rence or granting f a permit based on 1 r =_— REINFORCED CONCRETE SLAB RE:S701 FLUE 1112" prpmll orra these pla�s s II not be construed tg�FING MEMBRANE II 1 "�-------t." VAPOR BARRIER codes or ordinancerove an No�p rmit of t cgrvl$ -.. ulOs it P.%violate or cane the rovlsions of 5uc11APERED INSULATION _ CRUSHED STONE RE:S101 P OR GEOTECHNICAL REPORT codes shall be valid 4 El I_ FINISH FLOOR p"pRlp 518"EXTERIOR GRADE GYP.BD. 0 v, 01-0• METAL FLUE SHEATHING 7� BOOT i NEOPRENE BACKER ROD PRESSURE TREATED WOOD NAILER ql ❑ LAP SEALANT,UNCURED ELASTOFOAM LAP ROOFING INTO I 3"MAX © ` _ FLASHING AND WATER CUT-OFF MASTIC SCUPPER BOX,FLASH SEALANT ElEll = F AND SEAL �7 B 0 TREATED WOOD BLOCKING EPDM FLASHING METAL FLASHING METAL DECK DRAIN LINE (n POURED CONCRETE SIDEWALK,SLOPE 2%PER ROOFIMEMBNG I v' ROOFING ON 2"DRIP J FOOT AWAY FROM BUILDING RIGID INSUL. UNDERDECK CLAMP _ i � LAP SEALANT i CLAMPS AS REQUIRED PROTOTYPE QL L SEALANT 107 X 163 r .' 718"STUCCO TO STORM STORE NUMBER W CMU-GROUT SOLID BELOW GRADE n MEMBRANE ROOFING DRAIN SYSTEM - Q CONCRETE FOOTING-SEE STRUCTURAL 3 518"X 16 GA.MTL.STUD @ 16' CLOSURE VOID METAL ROOF DECKING W O PROJECT NUMBER DRAWINGS CLOSURE BALL O.C. RAIPD0001 A' OPENINGS RIGID INSULATION A O METAL DECK A ........:.+.mxni nn , � A50'I lSECTION /� 7 FLUE PIPE DETAIL Al O WALL SCUPPER DETAIL 1 ROOF DRAIN DETAIL SCALE: 3/4=1'-0" A SCALE: 1 1/2"=1'-0" SCALE: 1"=1-0 A SCALE-1 1/2=1'-0" 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 vJ e _ xxxx xxx xxmw� ��s _ - 1 2 3 4 5 6 7 8 9 70 11 12 13 14 15 16 oL INTERIOR ALUMINUM STOREFRONT SYSTEM. 9117 ALL METAL STUDS ICBO W943 I 518"GYP.BD '1r<, M WALL FINISH AS SCHEDULED 'R-15 M CMU-SEE STRUCTURAL DINGS. 5!8"GYP.BD Z'p AIR INFILTRATION BARRIER GATT INSULATION artners p LINE OF CMU SILL -R-15 ALUMINUM STOREFRONT 2852 Kelvin Avenue 3112'MTL.STUD AT 16'O.C. Irvine,CA 92614 BATT INSULATION SYSTEM 949.753.7676 T � i� WINDOW SILL BELOW T.S.COL.(TYP-) 'g51g 949.753.7678E MTL.STUD Q 16"O,C. I m - SEE STRUCT.DWGS wdpanners.com SINGLE LOCK SEAM, 24 GAUGE BRUSHED - - I SITION ON LESS STAINLESS 5/8"GYP.BD ti 718'3 LAYER STUCCO OVER METAL LATH AND STEEL COLUMN COVER SEALANT T AIR INFILTRATION BARRIER 60• VCLUMESIDE OF I FROM FLOOR TO 72"A.F.F. D' -2 Atlanta BUILDING PAPER 30p FELT OVER 112'PLYWOOD COLUMN I ALUMINUM STOREFRONT - 3 Ire MTL.STUD AT I6"O.C. Boston L OVER 8-METAL STUDS Q I6'O.C. oL H_ ________ _ __ SYSTEM _ L a Chicago E Columbus Dallas "J-MOLD' Los Angeles iami LINE OF PARAPET COPING BEYOND oL �� >b INSULATED STOREFRONT Sacramento �_-_--_-_ -�_-_- 518"GYP.BD GLAZING OL ALUM.CLIP ANGLE(TYP.) 1 BACKER ROD Q BEALANT i OL INSULATED STOREFRONT SEALANT INFILTRATION BARRIER GLAZING ALUMINUM STOREFRONT STEEL TUBE COLUMN 6"METAL STUDS SHIM AS REQUIRED SYSTEM RE:A51S-201 FOR COLUMN _q Qi6'O.C. MASONRY OPENING 4 K MEMBRANE ROOFING I SIZE K 6 BACKER ROD 8 SEALANT Z2 CMU SEE STRUCTURAL DRAWINGSFOR ROOFDRAN REINFORCEMENT INSULATED STOREFRONT G 3112" 1'$1/2" 41I8' REF:P-11 = REFER TO EXTERIOR SHIM AS REQUIRED " ELEVATION FOR FINISH i MASONRY OPENING 2-4118' Zd 10 2fi 114" AND MATERIAL Z$" BACKER ROD&SEALANT L CMU SEE STRUCTURAL DRAWINGS FOR J REINFORCEMENT J REFER TO EXTERIOR ELEVATIONS FOR FINISH AND MATERIALS uu nn wminm,n nnn =�=sa-_ _. �,...--`.� ."uuwxwax�xuux:�. K -.,,,.-g-.;a ., m mwi ",:,"nma� .: x �,._ � wwe. v .,:_. .___. __-. ___..... ,w..-.. -:•_ J1 ENTRY FACADE BASE DETAIL COLUMN COVER PLAN DETAIL PLAN DETAIL AT TOWER :::rJ12i .CALE:PLAN DETAIL AT TOWER SCALE:6"=1'-0"_"-'`r° SCALE 3"=1'-0 u SCALE:1 1!2 1'-0" 1 1!2"=1'-0" METAL FLASHING N€ L 2X P.T.BLOCKING FELT UNDERLAYMENi qp y, .050ALUMINUM CUSTOM BY OTHERS „It �I' EDGE LOCK FASCIA BY ATAS __T.Q.W�(y} H ROOF TILE 1 1\1qj (�I' - -----------------REFER TO A201 �+ $ BIRDSTOP 1 - „d ddd w 'CONTINUOUS SPRING CLIP �L ( 8"MTL.STUDS Q 18"O.C. STUCCO SYSTEM,PAINTED. REFER TO A201. 718'3 LAYER STUCCO 3 SW MTL STUD 1t _ BX2 WOOD STUDS PER a M STRUCTURAL 518'EXTERIOR GRADE PLYWOOD AT 16"O.C. W F dd p 2X8 CONT.LEDGER WI 112"G G ANCHOR BOLTS Q 24"O.0 QL N ml1 rob ' ;STRUCTURAL STEEL TUBE G( 0 PLYWOOD SHEATHING CMU-SEE V RE:A131S201 Q I - W STRUCTURAL DRAWINGS s. -S GS 4� LAP ROOFING INTO SCUPPER Q BOX,(LASH AND SEAL \/ „� � �a BRICK BEE STRUCTURAL ! 0 W 'EXTEND ROOF MEMBRANE DRAWINGS FOR HORIZONTAL AND - 2 METAL FLASHING ' OVER TOP OF PARAPET VERTICAL REINFORCEMENT. _ W N EPDM FLASHING W Z z Y M NG ETAL MEMBRANE ROOFING MTL FLASHING ®; FLASHING RIGID INSULATION V511 GYP.BD F A502-Al2 METAL DECK Z BATT INSULATION r W (�)518"EXTERIOR GRADE PLYWOOD SHEATHING(THIS AREA ONLY) y FRAME OPEN TO FACILITATE CORNER W LAP SEALANT _ C=_ s _ FASTEN MEMBRANE PER MANF.SPEC, INSULATION Y Y DRIP MEMBRANE(LASHING J r J LAP SEALANT - a 5e^ JOIST BEARING � 7N^f 3518 METAL STUDS Q 16"O.C. _ 21'-z V2"A.F.F. uu 718"3 LAYER STUCCO - m sa�wan _. inn _ ,:..�. w.>,v^wn,�„ �._.�... -. �;, a�." �.- .m s -. ,,,•,xa...,_ .,...._-_...,:.�� • „„ EZCUPPER D TAL �� SECTION AT BRICK RETURNS � E PLAN DETAIL AT CORNER SCALE: 1 1/2"=1'-0"' SCALE: 1 1/2"=1'-0" = SCALE:1 1/2"=1'-0" n q CONTINUOUS SPRING CLIP 0 .050 ALUMINUM CUSTOM EDGE LOCK FASCIA BY ATAS P.T.BLOCKING APPROVED USED ARONyr D A401-Al 5r8"EXTERIOR GRADE GYPSUM BOARD SHEATHING SCOTT FOR PERMIT I FAZEKAS 8 ASSSUANCESOCIATES,INC. 6F SIM. --- - , (YV ) MEMBRANE ROOFING UP AND OVER PARAPET �� �v CHRISTDR,ER� R-+ORuo I se o^s have been reviewATE ed for adherence to the r o.C-zazoe Z 1 RIGID INSULATION ,., ):"codes and ordinance. Authorization Is at), :.nted to issue a bin ding permit pending 1 METAL DECK ) a rc by all appllcabis City agencies. ,10�--- -----�� A501-K73 a issuance or granting of a permit based on STONE VENEER INSTALLED PER 1 = prcva,of these plans Shall not be Construed to MAY 23 2007 3618'MTL.STUDS AT 11'0,C. permit or approve any violation of the applicable MANUFACTURER'S RECOMMENDATION I �� � codes or ordinance. No permit presumed to give 6"MTL.STUDAT I6"O.C. d €, - ' authority to violate or cancel the provisions of Such ) " w 1 codes Shall be valid. �L 2 1 71W 3 LAYER STUCCO s REVISIONS I C �� - - i+ 1 1 C$ ROUGH SAWN WOOD + 1 1 I C81 OS-O4-07 <I REFER TO ELEVATIONS + 1 1 FOR FINISH LOAD BEARING BRICK EXTERIOR WALL SEE _ _ I STRUCTURAL DRAWINGS FOR HORIZONTAL + , I AND VERTICAL REINFORCEMENT 0 --- ----- ----- ----- - -- ' oL 716"3LAYER STUCCO t I —.- -----� CAN LETTER GRAPHICS STEELBEAM 4 5/8"EXTERIOR GRADE PLYWOOD SHEATHING El® U) B w CEILING JOIST Q 16"O.C. B 0 G.C.TO COORDINATE LOCATION OF ' El TUBE STEEL COLUMN STUB-INS WITH WI SIGNAGE SEE STRUCTURAL DRAWINGS CONTRACTOR 1 I 0 'R-15 I + + + GATT INSULATION I 518'GYP.BD W + + + 3518"MTL i PROTOTYPE E BOTTOM 10 OF DRIVE THRU SIGN STUD AT 16"O.C. ODA.F.F. 107 X 163 - 5118" ROOF OVERFLOW IPE TRIM PER MANUFACTURERS STORE NUMBER SPEC.COLOR TO ATCH METAL SOFFIT :: fff - O WD PROJECT NUMBER NOTE: A RAIPD0001 W A PROVIDE SOLID BLOCKING AT SIGN LOCATIONS(TYP.) 7/8"3 LAYER STUCCO /�� PLAN DETAIL AT DRIVE THRU PIER � SECTION AT DRIVE THRU CANOPY ,; A 12 PLAN DETAIL AT EXTERIOR WALL A502 W !1 SCALE:1 1l2"=1'-0" A SCALE: 1 1/2"=1'-0" f'1 SCALE: 1 112"=1=0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 _ ... . time � ����,� nN„x�, r�:: ,. -�. .. _.. ._.,_ "_... A 1 2 3 4 5 6 7 8 9 16 71 12 13 14 u 15 16 GENERAL NOTE OL QL A503-Of � OL OL T SEE S102 FOR METAL STUD GAUGES. 113/8" 5I8' 113re" LOPE 111N^ 518" (I.)FOIL FACED FIBERGLASS R-15 M parto ors 71F 3 LAYER STUCCO OVER METAL LATH QL s GATT INSULATION CIVIL,SEE AND BUILDING PAPER 30#FELT OVER SCHEDULE FINISH 111YY I 518"EXTERIOR GYP.BD.SHEATHING V2"PLYWOOD OVER F METAL SCHEDULE AND STONE OVER CMU ,+ + _ I 2852 Kelvin Avenue STUDS @ IF O.C. ELEVATIONS FOR + _ MORE INFORMATION _ Irvine,3 7 76614 949 753 7676 T COUNTER FLASHING MTL.STUD @ 16"O.C. I 949 753 7678 F 8'MTL STUD @ 18"O.C. AS SPECIFIED THROUGH WALL FLASHING MEMBRANE ROOFING UP AND OVER wdpartnem.com FOAM SHAPED MEMBRANE BASE ROOFING REFER TO :✓1 + I PARAPET STRUCTURAL DWGS. "`� r. MEDALLION STEEL ANGLE-SEE STRUCTURAL r RIGID INSULATION �� -/�� + I DRAWINGS I, Atlanta • 'FOIL FACED FIBERGLASS R-15 BATT "\J + INSULATION ✓.� + 4" 4" 4 'R22 RIGID INSULATION Chsayo L 1 112"METAL DECK L (� METAL DECK . THRU WALL FLASHING _� ^ Columbus lk WEEPS@1F O.C. _ AS SPECIFIED z - FOAM CORNICE I Dallas T.O.STONE O I STEEL BEAM-SEE :� m LAY IN CEILING THROUGH WALL FLASHING BAR JOIST Los Angeles VARIES I STRUCTURAL DRAWINGS 13'-6"A.F.F. SEE STRUCTURAL DWGS. Sacramento Miami HORIZONTAL REINFORCING �+/� SEE MATERIAL NOTES SHEET S101 1J �J MTL.STUD @ IF O.C. SLIP TRACK j ../� 518"GYP.BD. .� _ v BEARINGPLATE-SEE STRUCTURAL STONE VENEER WITH OVERGROUT COUNTER FLASHING > Ui INSTALLATION PER MANUFACTURER'S M1 DRAWINGS EXTERIOR GRADE � '� \^ 5l8'GYP.BD. RECOMMENDATION STN-1 A502 Al2 PLYWOOD SHEATHING 7I8"STl1CCO OVER CMU � II MEMBRANE BASE „ K FLASHING "�J K �/\ I (1)FOIL FACED FIBERGLASS M R-15 GATT INSULATION s € _ s T _� �_.." r�m��.,,�.,..® n,..�:;m.,�...,- =,:.,.,, - ��.«,�..��< ... ....._,... is " ,�r -ic nnnmraam. nnnni r n K1DETAIL A ROOF FLASHING DETAIL Kn HEAD 1 SOFFIT DETAIL K1 PARAPET DETAIL SCALE 1 1/2 1'-0" 'F SCALE: 1 1/2"=1'-0" 7 SCALE 1 1/2"=1'-0" SCALE:1 1/2 1-0 ... .. — m. ,,. _s Tn Tn �. 4 SELF TAPPING SCREWS AT EACH CONTINUOUS SPRING CLIP 7W STUCCO OVER 1l2"PLYWOOD CONNECTION,TYP. EXTERIOR GRADE P.T. OL OL 050 CUSTOM EDGELOCK PLYWOOD SHEATHING MEMBRANE ROOFING UP AND OVER EXTERIOR GRADE THRU WALL FLASHING CORRUGATED WEEP HOLE FASCIA BY ATAS ' SHEATHING AND TERMINATING BEHIND STUCCO ON 11318' S�8' 11318' BUILDING FACADE SEALANT '+ CMU,RE:A201 MTL.STUD @ i6"O.C. 3112"MTL STUD @ 16'O.C. +-+` ` TAPPERED RIGID INSULATION J MTL.STUD @ IF O C A502J1 P.T.314"PLYWOOD DECKING _ 71F 3 LAYER STUCCO II J (2).51F EXTERIOR GRADE OVER CMU MTL STUDS AT i6"O.C. (1 J FOIL FACED FIBERGLASS PLYWOOD SHEATHING (2.)518"PLYWOOD P.T. + + R-15 GATT INSULATION SHEATHING GROUT BRICK SOLID- THRU WALL FLASHING CURVED COMPOSITE METAL MTL JOISTS AT IF O.C. PANEL SYSTEM LAP SEALANT 2 SEE STRUCTURAL DRAWINGS. U MEMBRANE FLASHING GYP.BD. _ + + + CAN LETTER GRAPHICS + , + + (I.)KRAFT FACED "E „ FIBERGLASS R-19 BATT METAL BRICK TIES INSULATION LAY IN CEILING CORRUGATED WEEP HOLE + + + + + + �+ + 13'3"A.F.F. G.C.TO COORDINATE LOCATION + SHIM AS REQUIRED F MTL.JOISTS A716"O.C. I (1.)FOIL FACED FIBERGLASS CONTRACTOR WITHOF STUB-INS W/SIGNAGE + + + + + REFLECTED ACOUSTIC CEILING SEE i DOWN LIGHT FIXTURE,SEE BACKER ROD&SEALANT LAY R-15 GATT INSULATION H ELECTRICAL DRAWINGS FIX2 METAL CEILING SYSTEM RE:A103AA— H MORE INFORMATION FILL GAP BETWEEN PANELS AND GYP.BD. i Sr4tS AT 4.LL STOP,EFROOLC + + + + TUBE STF-F.LSUPPORTS-SEESTRUCTURAL ALUMINUM STOREFRONT SYSTEM LOCATK)NS :+ +; + + DRAWINGS INSULATED STOREFRONT GLAZING = SHIM AS REQUIRED 2114" �IY STEEL BEAM-SEE STRUCTURAL SHIM AS REQUIRED SIM AS NEEDED DRAWINGSp BACKER R00&SEALANTEALANT BACKER ROD&SEALANT IN CEILING BACKER ROD&SEALANT 4i"A.F.F. SHIM AS REQUIRED PREFORMED FLASHING AS SPECIFIED SW GYP BD ' BO7TOM OF STEEL -- - • I + + LAY IN ACOUSTIC CEILING W 10'-0" SEALANT CMU SILL COUSE SOLID CONT.WOOD BLOCKING ALUMINUM STOREFRONT SYSTEM - + + SEE REFLECTED CEILING PLAN \ CUSTOM CURVED OUT SIDE ALUMINUM STOREFRONT SYSTEM SLOPE TOP 1/2":12" - CORNER CAP BY PANEL BACKER ROD 8 SEALANT MTL.STUD @ 16"O.C. MANUFACTURE SUFPORTANGLE BY PANEL INSULATED STOREFRONT GLAZING METAL FLASHING N G MANUFACTURE CORRUGATED WEEP HOLE ....t... COMPOSITE METAL PANEL E2000 j, Sl8"GYP.BD. G Q O) s R-1 KBAFT FACED FIBERGLASS R-15 BATT INSULATION INSULATED STOREFRONT GLAZING R=VARIES-SEE STRUCTURAL D � SEALANT _ �." M. „��� � :'. .',emsuvA.: �ma:x®o .Mum nin:: _ r �--�.. .n„uu n umuwnrwx uw�m m wmuuuni ti <r� ...-..,.... Lei n. �� _. x. _ _.. - -- - G LU 1 DETAIL-AT ENTRY SIGNBAND �±� WINDOW DETAIL HEAD I SOFFIT DETAIL Ix Ix LLI SCALE: 1 1/2"-T-0"' n V SCALE. 1 1/2"=V-D" G SCALE: 1 1/2"=1'-0" _ Lu W � O LV Z a Fn F OL WEEPS@IFD.C. OL OL F J J 1111Y 2' W MEMBRANE ROOFING,WRAP THROUGH WALL FLASHINGOVER r P T.BL PARAPET NG 7�" 1 112" 9 7/W Vr ' 11 NO" 5l8' ��/ 11R' 6118" ALUMINUM STOREFRONT _ Y BACKER ROD&SEALANT 'FOIL FACED FIBERGLASS R-15 BATT SYSTEM ALUMINUM STOREFRONT SYSTEM INSULATION INSULATED STOREFRONT SEALANT T - GLAZING INSULATED STOREFRONT GLAZING MARLITE OUT SIDE CORNER MOLDING. _ SHIM AS REQUIRED i SILL FINISH RE:A601 N SHIM AS REQUIRED LINE OF WALL . m BACKER ROD&SEALANT 314'P.T.PLYWOOD SUB SILL Zv -- BEYOND SEE INTERIOR _LAY IN CEILING-_- _ BACKER ROD&SEALANT 7IF 3 LAYER STUCCO �� 8'6"AF.F. - j OVER CMU BEVEL OUTSIDE CORNER MARLITE ALUMINUM CORNER .`, O50 ALUMINUM CUSTOM EDGE ELEVATIONS FOR FINISH /!) E LOCK FASCIA BY ATAS - _ SOLID 4'SILL BLOCK g - MOLDING E» BEVEL OUTSIDE CORNER @ 45% - GROUT BEAM SOLID- @ 45% FASTENERS PER 1^ 1' . MANUFACTURES SPECS CMU-1,RE:A-201 SEE STRUCTURAL DRAWINGS. 34CIVIL . / SHIM AS REQUIRED TOP OF (SEE STRUCTURAL DRAWINGS FOR TOP OF CMU + + REINFORCEMENT) 3'd' MARLITE PP-2 PANEL ADHERED 31/2"MTL.STUD @ 18"O.C. STONE VEENER OVER CMU ° - �' (1.)KRAFT FACED FIBERGLASS �+ WEEPS DIRECTLY TO MASONRY R-15 GATT INSULATION 24 GA.GALVANIZED STEEL THRU WALL FLASHING CMU-SEE STRUCTURAL STEEL PLATE-SEE STRUCTURAL �l SPRING CLEAT ,- __ DRAWINGS DRAWINGS.PAINT TO MATCH CMU. ...� CMUA RE:A201 FOAM CORNICE FORREINFORCEMENT - (SEE STRUCTURAL DRAWINGS FOR c WA L FIN E. ISH REINFORCEMENT) WALL FINISH RE:A601 BACKER ROD&SEALANT Sit'GYP.BD. A - D ROR PERMITI SODA CE BULLET RESISTANT STOREFRONT D� �dSEo Aa�y�r SYSTEM BACKER ROD&SEALANT DOTT FAZEKAS&ASSOCTES,INC. JO OXFNSiOPXER K�c-A DOERS01,0 rcrenrraa cosn.m way 'Y DATE _ r .... x m xs.- ... .. _ _ .... .. n2VP teen reV 2We - -o'- D 1 COPING DETAIL D A SILL DETAIL Dn HEAD SOFFIT DETAILwue a�1 SILL DETAIL I �F 7 cd. it;id Grdir+a c A i " SCALE: 6"=1'-0" SCALE: 1 112"=1'-0" SCALE: 1 1/2"=1'-0" a!a t�icac Cy y th-tvid asp SCALE: 1 1/2"'=1'-0" <,. ," eau 5(FGYP_BO-SEE :e is or granting of permit cd on MAY 2.12w INTERIOR ELEVATION _.. of t':ins plans Shall n t be con 1 d to AND INTERIOR FINISH T, t approve any voafo of the p,,uc.o!e — ----- ------------— — ecd c artl Hance No permi presumed to give SCHEDULE au v to vc:a.P or cancel th provisions of such QL QL THRU WALL FLASHING Cx s s - -- v;d. QL 7�" QL p REVISIONS C ALUMINUM WOOD BLOCKING 11318" 5/9" 1 JKRAFT FACED FIBERGLASS 11 318" fir al 113r8" 518" (1.)KRAFT FACED FIBERGLASS C a 6' 1 518' LINE OF WALL ( R-15 BAIT INSULATION 6 STOREFRONT AS REQUIRED R-15 GATT INSULATION SYSTEM BEYOND SEE INTERIOR ELEVATIONS FOR TV 31AYER STUCCO CMU-1,RE:A201 WALL FINISH AS SCHEDULED LINE OF ALUMINUM FINISH OVER CMU INSULATED STOREFRONT SYSTEM STOREFRONT BELOW 9 COMPRESSIBLE FILLER WEEPS GLAZING WEEPS GYP.BD. (2.)5B"EXTERIOR GRADE CMU-1,RE:A201(SEE STRUCTURAL REINFORCED CONCRETE SLAB MTL.STUD @ 16"O.C. STONE VEENER OVER CMU �� MTL.STUD @ IF O.C. OL - -- --- --'—' --- -- ----- P.T.PLYWOOD SHEATHING DRAWINGS FOR REINFORCEMENT) - SILL SEAL THRU WALL FLASHING GYP.BD. 13 6 MIL VAPOR BARRIER THRU WALL FLASHING STONE VEENER OVER CMU ZIP STRIPS RE :C-207 6'MTL STUDS AT 16'O.C. REINFORCED CONCRETE SLAB ° REINFORCED CONCRETE SLAB WEEPS CMU-1 TO CONTINUE ONE �� VAPOR BARRIER VAPOR BARRIER COURSE DOWN AT HANDICAP - FINISH FLOOR V ZIP STRIPS RE:G207 - RAMP ° 0'4Y ® J BACKER ROD (2.)KRAFT FACED FIBERGLASS ZIP STRIPS RE:G207 FINISH FLOOR FINISH FLOOR 0.0" B &SEALANT is R-156ATT INSULATION - SHIM AS POURED CONCRETE V-V °4. POURED CONCRETE Q REQUIRED 1g SIDEWALK,SLOPE@2%AWAY o m SIDEWALK,SLOPE @2%AWAY ` MEMBRANE ROOFING UP "" FROM BUILDING FROM BUILDING r ANDOVER EXTERIORGRADE N CRUSHED STONE U.N.O.UN0 COMPRESSIBLE FILLER U.N.O. LINE OF CURVED SHEATHING AND TERMINATING CRUSHED STONE _ Lu STEEL BEAM BEHIND METAL PANELS ON CRUSHED STONE _ _ —I —III— PROTOTYPE CMU-SOLID GROUTED MASONRY _ III- SILL SEAL 107 X 163 BELOW BUILDING FACADE COMPRESSIBLE FILLER CMU-GROUTED SOLID BELOW - _ O COMPOSITE ` GRADE(SEE STRUCTURAL METAL PANEL - DRAWINGS FOR REINFORCEMENT) I ` N STORE NUMBER SYSTEM — — - 3 S(W MTL.STUDS AT 16"O.C. CMU-SOLID GROUTED OUTSIDECORNER - MASONRY RAIPD0001 A CAP BY WD PROJECT NUMBER Lu PANEL MANUFACTURE A E PA COMPOSITE METAL PANE SYSTEM - n.n � ...................� _ « _m . �m� . . � ����. A503 w AAlJAMB DETAIL A WALL BASE DETAIL p n WALL BASE DETAIL /r, 1 WALL BASE DETAIL @ WINDOW SCALE:1 1/2"'=1'-0" A 1'SCALE: 1 112"= -0" A9 SCALE: 1 1/2"=V-O" H SCALE:1 112"=1'-0" 1 2 3 4 6 6 7 6 9 10 11 12 13 14 15 16 �� v ��a�� � ,. _� ., � �,�, �� ", I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: KEYED NOTES: a I'A. BASE CB-2 IS TO BE INSTALLED ON ALL EXPOSED WALLS IN RETAIL AREA O TUBE STEEL COLUMN,PROVIDE 24 GA BRUSHED STAINLESS STEEL B. MARLITE PANELING TO EXTEND BEHIND PERIMETER WALL FIXTURES COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72"A.F.F. MAXIMUM OF ONE PLANK. POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT P6 FROM 72' A F F.TO 12"ABOVE CEILING TYP SEAL TOP OF COVER W)CLEAR IN 1 C. FINAL FIXTURE LOCATIONS SHALL BE PER RITE AID APPROVED FIXTURE SILICONE SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. M PLAN. fflpRKers D. GENERAL CONTRACTOR SHLL PRIME THE WALLS BEHIND GRAPHIC WALL,�O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. 1 0 1.8 2.0 2.6 3.0 3.3 4.0 COVERINGS-COORDINATE WITH GRAPHIC DCD'S 2852 Kelvin Avenue O TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK 3 E. REFER TO SHEET A102 FOR EXTENT OF FINISH MATERIAL. METAL ENCLOSURE FROM WINDOW SILL i0 SOFFIT ABOVE. Irvine,CA 92614 � 949.753.7676 T P4J P6 P-6 I P-g P$ P"g F. REFER TO SHEET A803 FOR FINISH MATERIALSCHEDULE. Oq TUBE STEEL COLUMN PAINT PA FROM FLOOR TO 12"ABOVE CEILING. 949.753.7678F C�EIUNG ��'e nr•m• O LINE OF CONCRETE CURB SEE G207 wdpartners.com 31 LEGEND: P-12 II FINISH MATERIAL TAG O 4"BOLLARD,SEE G2061 F5.THE BOLLARD NEXT TO THE RX DRIVE THRU p_1P p� L? P-12 p-12 =7 ( P-9 WINDOW DRAWER IS TO BE T-W A.F.G.. "all ® P3 6 REMOTE DRIVE THRU. Atlanta ROOM NUMBER O Boston L I ® I I I B.O.SOFF ROOM NAME �8 6"BOLLARD,SEE C-206. E= Chicago WP-1 7'-1"A.F.. Columbus PP-2 72 / 74 � CONDUIT SEE E102 FOR LOCATION PAINT TO MATCH ADJACENT WALL Dallas PP-2 I =7 I PP-2 COLOR Los Angeles OPEN >b OPEN pp_2 Miami I 72 65 r I I I I 65 I 10 MC CUE CORPORATION-CARTSTOP SR-MODEL WUNI-13.CARTS TO Sacremenlo BE INSTALLED AT THE OUTSIDE CORNER OF THE CCOLERI FREEZER R ci I I 72 CASES.SUPPLIED BY RITE AID AND INSTALLED BY THE G.C.ANCHOR FINISH FL001 HOLES TO BE DRILLED 2112"O.C.FROM THE EDGE OF THE CASE. ' S AREA 11 HOT WATER HEATER PLATFORM SEE P101. SALE PP-2 CR-1 BEYOND P-12 PP-1 74 73 65 12 PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. 13 WATER CLOSET,SEE PLUMBING DRAWINGS. K PC1 LAVATORY,SEE PLUMBING DRAWINGS. K URINAL,SEE PLUMBING DRAWINGS. ,r :"�.•».-gym. �"-� _-�- ,ne mme �,��- ...:annn nsnnnnnnsexn r.�a na, wanN INTERIOR ELEVATION TOILET PARTITION,FINISH RP-I,SEE FIFNISH SCHEDULE. _ K1 � _ i6 = SCALE: 3/16"=T-0" € ROOF DRAIN)OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. -� ,✓ �. ems® am. :"",,. u i - n a ;� �.�.. ,._.®. -_- iw n � �. �"v" �17 WATER SERVICE LOCATION. 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. a 20 3'6"X3'6'AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 21 ROOF DRAIN SEE P-101. �7 B 2 I�22 PURE WATER COOLER BY V LINE OF E A121 P-201 BOVEERTEX,SUPPLIED AND IN STLLED BY THE MEZZA INE i I PB P9 P-0 P6 i P9 74 P72 P-8 i P$ P12 I P6 71 P9 I P12 CEILING 4 LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A703. _ I 13'6•AFF n \ I - O DRYWALL ON BACK SIDE OF VALANCE TO EXTEND TO ROOF DECK. I e f-� 3 I � ��� ' rtl I WF-, zs PA 74 f7 P 3 i P-12 P3 P-12 -� l TyP. ( 26 ALIGN FINISH FACES W/SOFFIT ABOVE OR EDGE OF WINDOW OPENING. s ®/J P-3 I� 74 H c _�� 27 TO COORDINATE POWER, M AND ECHANICAL AND WRITE AID.CONTRACTOR H U i _s{ TO COORDINATE POWER,MECHANICL AND WASTE CONNECTIONS. P72 p� b � I I, p-3 28 LINE OF MEZZANINE STAIRS.SEE A703. PP-2 ® SELF CONTAINED COOLER BY RITE AID AND INSTALLED BV G.C. I • r: I ( 72 � - � - I � � I ROOF LADDER AND HATCH OPENING ABOVE.RE:A9-A702 = n II I 74 74 I I FRP-3 PP-2 II III % I m III 30 - CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E5.A701. FINISH FLOOR 31 0-0' LOUNGE PP_2 CORRIDOR 74 p_2 fi5 pp_2 65 SALES AREA p_3 HAND DIP 7g p� 79 32 30"X 30"ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH p = CD t05 AT 8' 101 118 GRAPHICSANDEQUIPMENT.PANELfS)ATCOOLERIFREEZERSMOUNTED W CM T 6"TO BOTTOM OF PANELS) TO BOTTOM OF PANEL A 1 AND 9' PHOTO SHOP. > L() O FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. F N G PCt 33 CONTRACTOR COORDINATE POWER,MECHANICALAND WASTE G 1 a) CONNECTIONS. Q EXTENT OF ADA TURNING REQUIREMENTS. W G 1 INTERIOR ELEVATION I =35 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. Q SCALE: 3/16"=1'-0' 36 ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. - O W UNISTRUI O.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST WI p LU /� 112"LLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT I€ LU U) EACH UNIT, Z 36 REFRIGERATION POWER,M CHANCAL ANDWWASTE CONN C SUPPLY AND COORDINATE CONNECTIONS. F 39 GC TO PRO VIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL K14A603 F LL v_/ O FOR MORE INFORMATION. J 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 Q B.2 Q Q Q Q Q p co 42 APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON I I I I A1oa. � J f 4,-0, LC SEC qq URITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E102. I CEILING CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. 136"A.F.F. 145 BALER,SUPPLIED BY RITE AID,ELECTRICAL BY G.C.SEE NOTE TO - E I E❑❑❑❑� ARCHITECT R5 ON E S. 80 I I 32 I I ;? P-12 PFLOW AND COMPRESSOR WI S"DEEP PIT RECESSED INTO SLAB, P-12 P-72 I I P12 I47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID SEE i E103. llB.O.SOA'FFFIT , ' ' ' 73 31 I RITE AIDTO PROVIDE'EMPLOYEESONLY-SIGNAGE.INSTALLED BYG.C. _ b P-12 PJ SIGN TO BE MOUNTED ON DOOR#1148 ONLY.MOUNT ON SALES AREA = P3 I P-3 I I P-3 P3 I P-6 - SIDE OF DOOR. m ! m "O G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED F 72 I ! 72 I 14. I CR 1 49 PORTIONS OF CHECKOUT. 30"X30"ACCESS PANEL MOUNTED 1'-0"AF F.SEE K7 i A601. FINISH FLOOR 0'-0• 51 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY = SALES AREA PP-2 WAITING FIXTURE CONTRACTOR-G.C.TO PROVIDE FINISHED OPENING T-3"WIDE SEDARO D PC1 UP To T-2"A.F.F FROM 3'.2'TO 7-0"A.F.F.THE OPENING IS T.0"WIDE. D a ti/T 701 112 THE 3"BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST G� F "wn„� *,N, .. TO THE PICK-UP COUNTER. IIJ DOE NS e nxx��n - PHARMACY ADMINISTRATION COUNTER BY RITE Al.,INSTALLED BY G.C., _ No_42a2o . �». _ �1'4' SIM TO H1SA702.FINISH PL-0.D 1 INTERIOVATION s 53 WORK COUNTER PROVIDED BY RITE AID,INSTALLED BY G.C.,RE:SCALE: 311H15-A702. FOQ �a SHELVING BY RITE AID.INSTALLED BY G.C. . hd ^4 2097 �CONT. KEYED NOTES: - DU1P 14I RACK BY RITE AID,RE:H13-A702. 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL _ 55 58 SAFE BY RITE AID INSTALLED BY G.C.BOLTED TO FLOOR. 75 FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. REVISIONS 57 TWO DRAWER FILE CABINET BY RITE AID. CABINETS PROVIDED BY RITE 76 ENLARGED PLANS AND DETAILS.AID, IN FINISH PLED BY THE G.C.SEE O COAT RACK,PROVIDED BY RITE AID INSTALLED BY G.C.. C j( ® PC1 04-30-07 4.0 q 3.8 3.6 3.4 3.0 2 0 1.0 77 LOCATION OF OMI GATE.PROVIDE NECESSARY BLOCKING. a Q Q Q Q O 59 CLIPBOARD RACK,FOUR PEGS AT 10"O.C. El 78 18'BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY G.C. El P-9 P-8 P-12 I P-9 P-0 I WF-1 P6 I P-9 P-8 60 TACKBOARD. TYP CEILIN.. 0FIRE ALARM PULL STATION,MOUNTED 48"A.F.F.TO CENTER LINE OF r. 4 I 136" 13 A.F PULL STATION RE:E-103. =61 CONDUITCHASE.SEE WORK COUNTER DETAIL H15-A702 FOR MORE et 0 V/ fq y, 3 M P 12 I I ® q i BO J034-314"X 314'CLEAR LE%ON CORNER GUARD BY KOROGUARD.FROM INFORMATION. 7 L T-i'A.F.F.TO GEEING. 62 TX 1'6"MONITOR SHELF © O KEY 7 0 B WF-1 I �❑ \ p_3 1�� I P-3 I 63 BLOCKING CABINET BY INGBETWRITE AID.1170 MA7EASECUREMSTALL WOOD BEl Typ, I \ \ I � I BLOCKING BETWEEN STUDS TO MAKE ABECURE MOUNT. El I I I b i SO. A APPROVED Oq OUTLET LOCATION SEE E702. R 74 \ E\\ \ \ 74 '! I�® I i FOR PERMIT ISSUANCE EXTEND WALL PANEL 12"BEHIND ADJACENT STORE FIXTURE. _ ❑ > \ ! � ^ SCOTT FAZEKAB ffi ASSOCIATES,INC. 65 © LU T { }� I V-_DATE- 66 INTERIOR WALL TO 8'-0"A.F.F.ENCLOSE TOP OF WALL WITH WOOD V X I 72 \\\,,, CAP PAINTED P-8. - \ \ I PP-2 I I yes-puns have been reVlewed for adherence to the PROTOTYPE �!a codes and ordinance. Authorization is O WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP-2 TO 8'-0"AF.F. Uj FINK au- -amea to Issue a bwlding permit pending 67 t07 x 163 79 70 P-3 73 74 SALES AREA 0'- ,pprcva,u;all appLcable City agencies. 68 INSTALL MOISTURE RESISTANT GYP.BD.BEHIND PLUMBING FIXTURE. 101 ',a issuance or granting of a per based on STORE proval of these plans shall not b NUMBER e construed to 69 4'-0"HIGH WAINSCOT OF 1/2"FIRE TREATED PLYWOOD. O perm"or approve any violation of the applicable codes or ordinance. No permit presumed to give 70 54"LONG 2'WIDE MCCUE BUMPER 4"A.F.F.PROVIDED BY RITE AID AND WD PROJECT NUMBER auilForty In viola'.e or cancel the provisions of such INSTALLED BY G.C. A RAIPD0001 A Q codes sha!I be valid. W p 71 2"BUMPER RE:A102. ✓ s. _ GENERLCONTRACTORSHLL TAPE AND PRIME GYP.BD.INAREBE A601 AS WHERE SHELVING IS TO BE INSTLLED NO PAINTING IS NEEDED BEHIND -. I TERIOR E-0 EVATION SHEL"NG.REAio2. - Al O MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP-2. 2 3 4 5 6 7 8 9 10 11 12 13 14 73 15 16 .emu ttttaa nm dmmta tttnttN _w,_ _ r r. rvw .. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: PRESSURE TREATED 2X8 KEYED NOTES: A. REFER TO SHEET A803 FOR FINISH MATERIAL SCHEDULE. SCRIBED AS REQUIRED TO FIT P-8 TUBE STEEL COLUMN,PROVIDE 24 GA.BRUSHED STAINLESS STEEL COLUMN FRP-1 1' 74 O COVER WI SINGLE LAP SEAM FROM FLOOR TO 7T A.F.F.POSITIONED ON LESS B. PROVIDE SOLID BLOCKING FOR ALL �" TA-F FRP-1 PP-2 J VISIBLE SIDE OF COLUMN,PAINT P-8 FROM 72'A.F.F.TO ITABOVE CEILING TYP. WALL MOUNTED ITEMS. 701 SEAL TOP OF COVER W/CLEAR SILICONE.SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION M E STOREFRONT SYSTEM 1 LAYER OF PRESSURE 860 62 O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. M'_ /7 a�'tn a�•{J` LEGEND: TREATED PLYWOOD TA E TA-Ca 40 N .d CMU SILL BELOW h O ETUBE NCLOSEELCOLMWITORE WRAPPED IT ABOVNODIZEDBREAKMETAL J BACKER ROD AND SEALANT TA-Cb 78 ENCLOSURE FROM WINDOW SILL TO SOFFIT ABOVE. Ir in Kelvin Avenue p.g FINISH MATERIAL TAG (� Irvine,CA 92614 PRESSURE TREATED 2X10 SCRIBED AS TUBE STEEL COLUMN,PAINT P43 FROM FLOOR TO 12"ABOVE CEILING. BREAK METAL ENCLOSURE BOTH SIDES 9 t 60 53 949.753.7678 T OF TUBE STEEL COLUMN.FACTORY REQUIRED TO FIT 40 LINE OF CONCRETE CURB.SEE G207. I= 949.753.7678 F EG-X RESTROOM ACCESSORY TAG �� FINISH COLOR IS TO METAL STUDS AS REQUIRED \ 14 o wd artners.com STOREFRONT COLOR;TERMINATE 57 E, dlO 1"BOLLARD,SEE G2061 F5.THE BOLLARD NEXT TO THE RX DRIVE THRU WINDOW P XXX ROOM NUMBER SEAMS BEHIND WINDOW I DOOR FRAME. 13 o DRAWER IS TO BE 3'4i'A.F.G.. ROOM NAME B TA-A 61 §O REMOTE DRIVE THRU. RESSURE TREATE02X8 SCRIBEDAS D 13 H 13 = D .O 6"BOLLARD,SEE G2D6. = Atlanta 11 g REQUIRED TO FIT Boston STEEL BE COLUMN SEE p' t LAYER OF PRESSURE TREATED PLYWOOD r. 9 CONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL COLOR. Chicago L y STRUCT.DWGS. ippppp-pp0 L Columbus STOREFRONT DOORS,SEE FRP-1 MCCUE CORPORATION-CARTSTOP SR-MODEL#UNI-13.CARTSTOP TO BE Dallas PRESSURE TREATED 2X10 FRP-1 10 DOOR SCHEDULE. = P-B INSTALLED AT THE OUTSIDE CORNER OF THE COOLERI FREEZER CASES. UP Los Angeles tC 74 BY RITE AID AND INSTALLED BY THE G.C.ANCHOR HOLES TO BE DRILLED 211T 0 C Miami I'. FROM THE EDGE OF THE CASE. TA-A PP-2 m Sacramento �. 11 HOT WATER HEATER PLATFORM SEE P107 PLUMBING TA-G 16 COORDINATEPFIXTURE1111 LOCATIONON,SEE PLUMBING DRAWINGSMANUFACTURER. K PLAN DETAIL TA-Ca TA-Cb 55 63 72 COORDINATE PLUMBING LOCATION WITH FIX URE MANUFACTURER. ■ 3 SCALE: 1 1/2 V--0 TA-A $g WATER CLOSET,SEE PLUMBING DRAWINGS. 13 -a -- «nnmm m... ninu nninno innu im amn n ,,,-..--. � I � O LAVATORY,SEE PLUMBING DRAWINGS. (�({ YB'' 6'2 B'1 8 URINAL,SEE PLUMBING DRAWINGS. "' a TOILET PARTRION,FINISH RP-1,SEE FIFNISH SCHEDULE. K j I 1 13 3 4 16 KIN C G ¢77 ROOF DRAIN I OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS. I II _ 2'-5 V7 A502J7`/c l I II I 78 ; WATER SERVICE LOCATION. 0 f ------ I __` y. I I j ^ _ 19 SPRINKLER SERVICE LOCATION WHEN REQUIRED. C A602-K3 SIM '�(4J2 FRP-1 2 ` � II _� ,_1'$•,- ,_ 2'-0" ,_ "20 3'-8'X3'd"AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. ._AS ---------------- n 27 ROOF DRAIN SEE P-101. _____ 4.0 TA-B _ 1 n FRP-1 PURE WATER COOLER BY VERTEX,SUPPLIED AND INSTALLED BY THE G.C..SEE 3.9 - �© A121P-201 = PP-2 2 23 LINE OF MEZZANINE ABOVE. TA_D 24 LINE OF SOFFITA80VE.SEE REFLECTED CEILING PLAN ONA103. 47 T T \\\ // \ \\\I\ jl I 15 H TA-E 40 4x 25 DRYWALL ON BACKSIDE OF VALANCE TO EXTEND TO ROOF DECK. \ - ~\ \ /\_\ \\ 14 TAF 3 O ALIGN FINISH FACES WI SOFFIT ABOVE OR EDGE OF WINDOW OPENING. I � \\\�'\ \ \\ \�+j I Y s 27 COOLER CASES,SUPPLIED AND INSTALLED BY RITE AID.CONTRACTOR TO p4AI \\ \ I �\In B F coo O ORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. \ // 602-K3 s 26 LINE OF MEZZANINE STAIRS.SEE A703. r7 __ 100 I ST1BU E \\ 2 ^ 6 29 SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. FRP-1 q'_7" FRP-1 I_ j \ � O ROOF LADDER AND HATCH OPENING ABOVE.REAg-A702 'v 3.6 H - 43 I y, !\ )� TA E TA-D �t. P$ 74 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE,SEE DETAIL E5-A7(1. H TA-B 16 R23'-2" I/ TAB '0 30'X 30"ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH PP-2 V GRAPHICS AND t PAN EN'1.PANEL(5')AT COMER)FREEZERS MOUNTED AT V-T 43 I I 1 \ - _ 62 TO BOTTOM OF PANELISIAND9'-0"TO BOTTOM OF PANEL AT PHOTO SHOP. PP-2 �41I 77 40 78 - �� _ 59 O FREEZER COLOD NATE PO.ER,LIED Y MECHANICAL INSTALLED BYCONNECTIONS. CONTRACTOR "•jg. � 53 COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. 3.4 O EXTENT OF ADA TURNING REQUIREMENTS. Ij ��I 14 14 - - j Y ___ _ - 13 60 .� O WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. L\U M 37 I 45�. 112 1I } �, O ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. € / LO 8P Y < N /y MEN WOMEN o N 37 UNISTRUT@2.0"O.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST Wl 1,"T LL CN A 18'9112' I I iI _ ALLTHREAD TIED TO WALL FRAMING FOR LATERAL STABILITY AT EACH UNIT. Q 0 C I� 11 57 A 61 I I 44 - O REFRIGERATION CASES.CONTRACTOR TO SUPPLY AND COORDINATE n nut - _.:oo� _,: «.r tw ,:«x.... mt nttmwmtun rns «« _ n not H nA'nnwm«in t nnnt nnmt unnumn«« n«n�xawnnn autun . -- -^ POWER,MECHANICAL AND WASTE CONNECTIONS. U ANT. ELEV. VESTIBULE PLAN ENLARGED RESTROOM ELEVATIONS G 1 1 ENLARGED OFFICE ELEVATIONS �a 39 GC TO PROVIDE REQUIRED REST RDOM SIGNAGE SEE DETAIL KIO-A603 FOR MORE Q LL INFORMATION SCALE: 1 4" 1'- " � W- - 1 0 O N 7 - 1 SCALE. 114" 1-0" SCALE: 114"-1'-0" 1 SCALE: 1/4 1'0"G G3 G s FIXTURE BY RITE AID INSTALLED BV G.C.SEE FIXTURE PLAN ON A104. d j 47 FURNITURE BY RITE AID.SEE FIXTURE PLAN ON A104. _ W //', 68 LL V� O APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104. W Z SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON El 02. fi ,. _ Q 4 F v 46 11P O CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. F J LU WAITING NOT USED. PFLOW AND COMPRESSOR WI Y DEEP PIT RECESSED INTO SLAB. .} �W I 47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AID SEE E103. rn a 4U 46 RITE AID TO PROVIDE'EMPLOYEES ONLY'SIGNAGE.INSTALLED BY G.C.,SIGN TO J _j gg 12 BE MOUNTED ON DOOR#1148 ONLY.MOUNT ON SALES AREA SIDE OF DOOR. T TA-Ca TA-Cb 28 12 113 49 CHECKOUT. TALL COVE BASE,C62 ON BOTH SIDED OF EXPOSED PORTIONS OF Y 11 JANITOR TA-Cb TA-Ca ADA DOMESTIC WATER =O 30"X30"ACCESS PANEL MOUNTED P-0"A.F.F.SEE K71 A-801. _ \ E ANO WASTE PIPE TA-G TA-A O CONSI,LTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY FIXTURE E,c j 3'43' V-4118" 6'-3" 46 1'-0 PROTECTION 5i CONTRACTOR-G.C.TO PROVIDE FINISHED OPENING ',WIDE UP TO 3'-TA.F.F / FROM 3'-TTOT-0'A.F-F.THE OPENING IS 3'-0"WIDE.THE 3"BUILD OUT IS LOCATED ON THE SIDE OF THE OPENING CLOSEST TO THE PICK-UP COUNTER. 14'-5112" 14'-2112' 6'-9" a 4 TA-A 40 PHARMACY ADMINISTRATION COUNTER BY RITE AID,INSTALLED BY G.C.,SIM TO � $L _ H1SA702.FINISH PL-0. 8"MIN. � 5'0 WORK COUNTER PROVIDED BY RITE AID,INSTALLED BY G.C.,RE:H15A702. 6"MAX. I 17"MIN. O SHELVING BY RITE AID.INSTALLED BY G C. j 36"MAX FOR PAPER SSUANCE O EQUIPMENT RACK BY RITE AID,RE H13-A702. SAFE BY RITE AID INSTALLED BY G.C.BOLTED TO FLOOR. SCOTT FA<'EKAS 8 ASSOCIATES,INC. 58 D AR NTT SIDE VIEW FRONT VIEW O TWO DRAWER FILE CABINET BY RITE AID. ^ SE C D j LAVATORY MOUNTING DETAIL TOILET&ACCESSORY MOUNTING DETAIL V DATE ST D v HRISTOPHER �C -.se plans hale been reviewed for adherence to the DOERsct1LIG 4 O COAT RACK PROVIDED BY RITE AID INSTALLED BY G.C.. - on is n atle to ssue and re building permit2pendin9 O CLIPBOARD RACK,FOUR PEGS AT IP O.C. r all applicable City agencies. a s j P I.ruan a or granting of a permit based on =O TACKBOARD. Q, 114 p aI 1 -:+ese plans shall not be construed to € OFCAI-lF0 perm t O-approve any Violation of the applicable =gt CONDOITCHASE.SEEWORK000NTERDETAILHiSA702FOR MORE INFORMATION j I RECEIVING AREA gN Codas or erg nance. No permit presumed to give TO (� MAY°�;�2QQi a suthcrity to Violate or cancel the provisions of such '}O 3'X1'$'MONITOR SHELF icodes shall be valid. "!!3 62 NOTE: 83 KEY CABINET BY RITE AID.11-314'X7-7/6"X2-3/8'INSTALL WOOD BLOCK ING GC TO PROVIDE METAL OR FIRE RETARDANT T BETWEEN STUDS TO MANE A SECURE MOUNT. 48 TREATED WOOD BLOCKING AS REQUIRED FOR F O OUTLET LOCATION SEE E102. REVISIONS j ALL RESTROOM ACCESSORIES V C I c 4'-7314" T-111/4" 2'-91/2" C ® PC1 04-30-07 8118' 40 68 65 EXTEND WALL PANEL 1T BEHIND ADJACENT STORE FIXTURE. ❑ INTERIOR WALL TO 8'-X A.F.F.ENCLOSE TOP OF WALL WITH WOOD 1'X CAP Q PAINTED P-8. WI FRAME COMPLIANT MIRROR 57 bfi C/ _' O WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP-2 T08'-0'A.F.F. EI I j I O O A602-611-C ro 67 1 1 INSTALL MOISTURE RESISTANT GYP.BD.BEHIND PLUMBING FIXTURE. j 17 j i TA-C TA-D TA-E TA-F 12 53 c 12 J -� R 69 4-0'HIGH WAINSCOT OF TIT FIRE TREATED PLYWOOD. L INFANT CARE RETRACTABLE SURFACE SURFACE Z? 'O ® r n v SURFACE MOUNTED 78 82 602- 11-A atO 1 GRAB BARS TABLE MOUNTED HAND MOUNTED 61 41 „ yp 70 BY LONG T WIDE AkCUE BUMPER 4 A.F.f.PROVIDED BY RITE AID AND IN3TALLE -,.LONG DRYER SOAP DISP. BY G.C. N -4 - s `4 Q D ii I I b-42'LONG TAG ��� 57 0 I) PC1 40 33 71 2'BUMPER RE:A. _ SURFACE $y 2• GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD.IN AREAS WHERE B �� Q I I I rAA ® MOUNTED �' 62 � 72 B Z A502-E12 - ' TOILET PAPER TOILET SEAT 56 AHOE�VING ISTO BE INSTALLED NO PAINING IS NEEDED BEHIND SHELVING.RE. LU K DISPENSER 73 DISPENSER 1-6' OU� 104 MARLITE ALUMINUM CORNER MOLDING COLOR TO MATCH PP-2. I CENTER � � OFFICE _ �7q MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 06 OVER PROTOTYPE s In SINK 4 -ei In 75 FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. 107 X 163 `� K N N CABINETS PROVIDED BY RITE AID.INSTALLED BY THE G.C.SEE ENLARGED PLANS 7 8'-9 14" 5d 114" 76 AND DETAILS.FINISH PL4. LU STORE NUMBER 8'-117/9' 3'-7' V-7" O LOCATION OF OMI GATE.PROVIDE NECESSARY BLOCKING. _ WD PROJECT NUMBER 3 78 18-BRACKETS SUPPLIED BY RITE AID AND INSTALLED BY THE G.C. A RAIPD0001 W A 79 fFIRE 1ALARM PULL STATION,MOUNTED 48'A.F F.TO CENTER LINE OF PULL STATION a 4 R 03, 1014, "CLEAR LE%ON CORNER GUARD BY KDROGUARD.FRONT-1'A.f.f,TO A 6 0 2 tmm- ENLARGED wn a¢s• CEILING. T AAlSTOCKROOM PLAN /� RESTROOM ACCESSORIES A11 ENLARGED OFFICE PLAN SCALE: 1/4" 1 0' A SCALE: 1/2'=1'-0" SCALE. 1/4'=1-0' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 :� IIIINIINII '.I:.iNNNIINIII �. 7 c u ;p Q. '. yy:. An ti' `� .,. uuunn � 2 3 4 5 6 7 8 9 ,, 10 ,, -- - 11 "._12 - 13 14 15 16 , 6- IGENERAL NOTES: KEYED NOTES: = TACTILE EGRESS SIGNAGE mA. 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 i' COLUMN COVER WI SINGLE LAP SEAM FROM FLOOR TO 72"A.F.F. M EXIT SECTION 1117B.5.1-B PER CBC SECTION 1003286. REFER TO SHEET A-602 FOR RESTROOM ACCESSORY INFORMATION ui POSITIONED ON LESS VISIBLE SIDE OF COLUMN,PAINT P-g FROM 77 A.F F CB1 TO 12'ABOVE CEILING TYP.SEAL TOP OF COVER WI CLEAR SILICONE. A7RA-ers STRUCTURAL DRAWINGS FOR MORE INFORMATION. 111-LEGEND: '�\ n EXIT ROUTE FINISH MATERIAL TAG 'O TUBE STEEL COLUMN ENCLOSED IN WALL OR PARTITION. r TUBE STEEL COLUMN TO BE WRAPPED IN CLEAR ANODIZED BREAK METAL 2852 Kelvin Avenue a WHITE SYMBOL M WOMEN EG-X RESTROOM ACCESSORY TAG ',.0 ENCLOSURE FROM WINDOW SILLTO SOFFIT ABOVE Irvine,CA 92814 a XXX ROOM NUMBER 949.753.7676 T s TUBE STEEL COLUMN,PAINT PA FROM FLOOR T012"ABOVE CEILING. F BLUE BACKGROUND ROOM 949.753.7678 NAME -O (I( uw m,•.""""""--""".- `m• " - `'�NOT LINE OF CONCRETE CURB.SEE C207. Wdpadners.com ES:_ ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES,AND THE STATE OF CALIFORNIA TITLE 24 O 4"BOLLARD,SEE C-206/F5.THE BOLLARD NEXT TO THE RX DRIVE THRU GUIDELINES,INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE DOOR MOUNTED SIGNS NOTES 6 WINDOW ISTO BE T-6"AF.G.. REQUIREMENTS. 1. CHARACTERS AND SYMBOL$SHALL CONTRAST WITH THEIR BACKGROUND. (O REMOTE DRIVE THRU. Atlanta WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,RAISED LETTERS SHALL BE PROVIDED 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60'ABOVE FLOOR AND it Boston ynWy ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALLIN COLOR AND CONTRAST. 6'BOLLARD,SEE G-206I F5.THE BOLLARD NEXT TO THE RX DRIVE THRU Chicago L AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 11178.5.1 THROUGH 1117B.563.SIGNS �+ O WINDOW DRAWER IS TO BE 1-6-A.F.G. L-- Columbus SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.WHERE THERE IS NO WALL SPACE 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. ON THE LATCH SIDE,INCLUDING AT DOUBLE LEAF DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT O CONDUIT SEE E102 FOR LOCATION.PAINT TO MATCH ADJACENT WALL Dallas CL ^\ �� WALL,PREFERABLY ON THE RIGHT,MOUNTING HEIGHT SHALL BE 60"ABOVE THE FINISHED FLOOR TO THE 4. LETTERS&NUMBERS ON SIGNS SHALL BE RAISED 1132"MIN.,SHALL BE A MIN.OF 518" COLOR. Los Angeles CENTERLINE OF THE SIGN.MOUNTING LOCATION SHALL BE DETERMINED SO THAT APERSON MAY APPROACH WITHIN HIGH&SHALL BE SANS-SERIF UPPERCASE CHARACTERS.AD.A.SIGNAGE ACCOMPANIED = Miami ADA SIGNS BY GRADE 2 BRAILLE. S 10 MCCUE CORPORATION-CARTSTOP SR-MODEL pUNI-13.CARTSTOP TO 3'OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. ADA ROOM O BE INSTALLED AT THE OUTSIDE CORNER OF THE COOLERI FREEZER Sacramento A702-D13 I TA-G I IDENTIFICATION SIGN . 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-0PLAQUES PER CASES.SUPPLIED BY RITE AID AND INSTALLED BY THE G.C.ANCHOR (1/4'THK.) CODE REQUIREMENTS. HOLES TO BE DRILLED 2112'O.C.FROM THE EDGE OF THE CASE. 10'-1" 4'-01/8" INTERNATIONAL SYMBOL OF ACCESSIBILITY 8. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED TA•Cb 3)" BLUE BACKGROUND,EQUAL TO COLOR NO.1S0901N FEDERAL n DOOR MOUNTED SIGNGRAB 11 HOT WATER HEATER PLATFORM SEE P101. - - - - STANDARD 599b Z (1/4'THK.) BRAILLE SECOND SURFACE GRAPHICS. a0 TA-Ca 15 O PLUMBING FIXTURE LOCATION,SEE PLUMBING DRAWINGS 7. SIGN TO BE ACUSiOM COLOR TO MATCH PMS 262C WITH WHITE GRAPHICS. 12 40 WHITE FIGURE COORDINATE PLUMBING LOCATION WITH FIXTURE MANUFACTURER. ' r ~LATCH SIDE OF DOOR S. BRAILLE SHOWN IS FOR PLACEMENT ONLY.USE CORRECT BRAILLE FOR SIGN PRODUCTION WATER CLOSET,SEE PLUMBING DRAWINGS. 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION(SIGN LANGUAGE) 1 K ( q2 ', R� 13 m e - --- -- 9044TH STREET WEST PALMETTO,FL 34221 PH#1-800-237-3984 FAX 1-813-723-2452 14 LAVATORY,SEE PLUMBING DRAWINGS. K 1 ---It--- 4"MIN. URINAL,SEE PLUMBING DRAWINGS. 1 A F 60 G7-Ad / g x = uN mlwwxxnwaamnn enn _ _ -- - TOILET PARTITION FINISH RP-1 SEE FINISH SCHEDULE ADA SIGNAGE '6 12 75 �(/ K1 O SCALE: N.T.S. ROOF DRAIN/OVERFLOW PIPING LOCATION.SEE PLUMBING DRAWINGS, 78 14 34 106 r -18 WATER SERVICE LOCATION, 4 I I MEN Hr m 19 SECURITY KEY PAD,SEE NOTE 7 AND DETAIL A3I E-102 ON SHEET E-102. 108 - TA-D Cal I i =20 T-WXT-6•AREA TO REMAIN CLEAR FOR ACCESS TO SPRINKLER RISER. 40 A,E J ;n CB1 1'0 3'-0' I r' Ey 3.3 3.0 28 2.0 ROOF DRAIN SEE P101. 1 8" 6" J -_�Tj----------------- O PU GORE ATERCOOLERBYVERTEX,SUPPLIEDANDINSTALLEDBYTHE J-BOX WITH 314'CONDUIT AND PULL I I #) i ill II I I THREE 2X4 J-80XE3- 29 34 ( �; LINE OF MEZZANINE ABOVE. --- TAA I 107 CORD PORN COAXCABLE.DO NOT I I JL___ ____J!L___�' III 1-PHONE qa �O 'TA-G I WOMEN SHARECONDUIT WITH 120V POWER. I I I`"" r`--" '`" II r"', '�'` I I 1-0MI GATE CONTRO S LINE OF SOFFIT ABOVE.SEE REFLECTED CEILING PLAN ON A103. I O oA 02 I I TA{ 76 i s WP-1 I it III SF-2 '�I () I i I Wp-1 1-VOLUME CONTROL WP-2 DRYWALL ON BACKSIDE OF VALANCE TO EXTEND TO ROOF DECK. 7 TA-A P \ 24 m ---��---� --)L----I zs TA-CD = TAf - 5E 5 13 g P g 16 yg•-2) 1 7"I 112' p p• " I I I Wp 1 12g ALIGN FINISH FACES WI SOFFIT ABOVE OR EDGE OF WINDOW OPENING. 2.= m I e 5- 7 \ / I T-2' h' EP- I OPEN I I OPEN I 5EE SHEET NOTE 7 27 COOLER CASES,POWER, M ANDECHANICAL ICA WRITE AID.CONTRACTOR R - � ^ r-- TO COORDINATE POWER,MECHANICAL AND WASTE CONNECTIONS. 1q A801-A1 120V OUINETS. J-BOX FOR 8" ONE-102 H OFFICE A702-H15 TA-D p I I I I ! LINE OF MEZZANINE STAIRS.SEE A703. H= OFFICE q1 A-Ca _ I s-0, TW0120V OUTLETS ' PHONE 3.3 ADMIN O 52 m I \ 4 - - - _ INSTALLED IN DROP � " "pgD I 20` WP-1 O SELF CONTAINED COOLER BY RITE AID AND INSTALLED BY G.C. ( TT-B" - - _ RT4' I a 9-r I << 2s s"5 4• 42 2 1 ( I IrIT, . \ ROOF LADDER AND HATCH OPENING ABOVE.RE:A9,4702 0:: \ 31 CEILING CLOUD HUNG FROM STRUCTURE ABOVE SEE DETAIL E5 = R LL " , .A701. 24 C 40 Y ADMIN B_3. O 30"X 30'ACCESS PANEL IN SOFFIT G.C.TO COORDINATE LOCATION WITH 12 I F 2X4 J-BOX WOKE 4X4 J-BOX w/TWO FOUR 2%4 J BOXES 32 40 I w 7 OFFICE PHARMACY CONSULTATION GRAPHICS ANDEQUIPMENT.PANEL(S)AT COOLERI FREEZERS MOUNTED 0 WALL OR LOW IN 1-112"CONDUIT IN WALL 1-PHONE AT 8'.6-TO BOTTOM OF PANELS)AND 9'-0'70 BOTTOM OF PANEL AT W I 24 I ag• CB-2 109A 64 09 P3 111 CB-2 CR-1 WALL FOR LOW FOR LOW VOLTAGE 2-VOL GATE CONTROLS PHOTO SHOP. RT-4" I r VOLTAGE CABLING CABLING 1-VOLUME CONTROL FREEZER CASES,SUPPLIED BY AND INSTALLED BY RITE AID. N G ® CCONTRACONNECT ONSCOORDINATE POWER,MECHANICAL AND WASTE G Q 20 9 I I A801 D1 JUNCTION BOX FOR LOW VOLTAGE WIRING. GC TO PROVIDE PULL CHORD. 50 22,-3, I ---- 1-6• .. .. ... EXTENT FADAT TURNING REQUIREMENTS. I r wn e a a •.s 0 WATER RESISTANT GYPSUM BOARD BEHIND PHARMACY SINK. 34 ---- A7Q1-A13 ^ PHARMACY ELEVATIONS 3s Q LU 40 V ROLLING SECURITY GRILLE.SEE DOOR SCHEDULE ON A801. _ SCALE: 1/4 10 0 - 8 109 I SF-2 40 0 � oo .,sm, TMmRT^•- 637 UNISTRU7 2-0'O.C.ATTACHED TO BOTTOM CHORD OF BAR JOIST WI PHARMACY O _ _ 112'ALLTHEAD TIED TO WALL FRAMINGFOR LATERAL STABILITY AT EACH 3.0 - - - - r- T T - 24 ---- T UNIT. 5, R1'9' G R6" I ____�____�___ _I I_� AND COORDINATE - W Z m 38 REFRIGERATION CASES - r N 4 A701-A13 A701-A13SI OWER,MECHANICAL AND WASTE CONNECTIONS. 4 B A801-G7 GCTO PROVIDE REQUIRED REST ROOM SIGNAGE.SEE DETAIL K10-A603 Q F 2.f3 - - ( 40 FOR MORE INFORMATION. J y r A603-D7 I 11 TWO ZX4 J-BOXES. F J 4 C? I Rag-0" -0NE 2X4W1314'CONDUIT K Y 40 FIXTURE BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON A104. ILI 24 ' $' J I I I I FOR 120V POWER. O r 111/2" t'-0112' �A603-D11 a -ONE 2X4W13W CONDUIT s 41 FURNITURE BY RITE AID SEE FIXTURE PLAN ON A104 ILI (I I I q N _§ TO 12•AFC FOR O - T- -T--T-- I // 40 I WP1 I ZL COORDI TE WALL I I "' I I I SECURITY CABLE. I WP-1 I APPLIANCES BY RITE AID,INSTALLED BY G.C.SEE FIXTURE PLAN ON Al 04 I O COVERIN AROUND I I I I I 42 (� 40 -�- -- 25 / .(v I CABINET YTHIS AREA I I € I I 3" I I I I I I O SECURITY PEDESTALS BY RITE AID.SEE NOTE 14 ON E102. J 3'-l' /, A8C1-J1 I I I I SF-2 I' I J CART GUARD RAILING-SUPPLIED BY RITE AID,INSTALLED BY G.C.. -11-0101 GATE 5 A702-DE I 78 I T 1 1 I .`-- , I IQNTROLI I I I FOPE/NNOT USED. IWP-1 WP-1 I� ( I WP-1 I I \ ' O PFLOW AND COMPRESSOR WI S"DEEP PIT RECESSED INTO SLAB E 6 5z g1,• I I II m I 50 I E jjI 5'-0" 241 ( 47 FIRE EXTINGUISHERS,PROVIDED BY AND INSTALLED BY RITE AIDSEE . Sf3 40 I Lim I I € I I v I / // I I E103. 0 RITE AID TO PROVIDE'EMPLOYEES ONLY'SIGNAGE.INSTALLED BY G.C., SIGN TO BE MOUNTED ON DOOR#1148 ONLY.MOUNT ON SALES AREA A701-A5 ' R�'� (mow a R a I ' iPi I Ri" I /! .� m _ SIDE OF DOOR, T-W 1'-0" 3`1 3" I G.C.TO INSTALL COVE BASE,CB-2 ON BOTH SIDED OF EXPOSED PHARMACY sO ty 6 ADMIN. 49 PORTIONS OF CHECKOUT. 24 ONE 2X4 J-BOX FOR 120V POWER 109 I ti OFFICE I 2w1 J-BOX WI ONE PHARMACY I TO DROP OFF WINDOW 6a 30"X30"ACCESS PANEL MOUNTED V-0"A.F.F.SEE K71 A301. II TWO 4X4 J-BOXES. O A CB-2 3/4'CONDUIT AND MUST BE LOCATED WITHIN WP-1 CB-2 WP-1 _ III 109A 109 -ONE 4X4 W/IWO3l4'CONDUITS FOR 120V POWER. % BEYOND PULL CORD BODY OF CABINET. -0NE 4X4 W/TWO 314"CONDUITS FOR LOW VOLTAGE CABLES. 81 CONSULTATION COUNTER SUPPLIED BY RITE AID AND INSTALLED BY 40 ELECTRICAL OUTLETS AND LOW ®=JUNCTION BOX FOR LOW VOLTAGE WIRING "'MUST BE LOCATED WITHIN BODY OF CABINET. =JUNCTION BOX FOR LOW VOLTAGE WIRING. O FIXTURE CONTRACTOR-G.C.TO PROVIDE FINISHED OPENING SIT WIDE ® UP TO T-7 A.FY FROM 3'-Z'TO T-0"A.F.F.THE OPENING IS 3'-0"WIDE.THE 3B q 1 ' o VOLTAGE J-BOX SHOWN BY OTHERS.EC TO PROVIDE PULL CHORD. GC TO PROVIDE PULL CHORD. Y BUILD OUT 16 LOCATED ON THE SIDE OF THE OPENING CLOSEST TO �seD ARCy7 t'' 47 I I I THE PICK-UP COUNTER D O� TF � h 21 2 I < A801-L1 O 51 PHARMACY ADMINISTRATION COUNTER BY RITE AID,INSTALLED BY G.C., `� GHBISTOPNER K ,i DGaRSCHV.G h, SIM TO H15-A702.FINISH PI-4. 8 - I - WORK COUNTER PROVIDED BY RITE AID INSTALLED BY G.C.,RE: T43' 31/2" 4 0" 1 O H75-A702. `d' - 3, D7 PHARMACY ELEVATIONS D 11 PHARMACY ELEVATIONS < 1 ___j I 111 SCALE: 1/4"=1'-0' SCALE: 1/4"=1'O" O SHELVING BY RITE AID.INSTALLED BY G.C. j' C T-0" r I CONSULT 112 R Pa Ra @CONY. KEYED NOTES. O EQUIPMENT H1bA702. I 0 1 41 $ 6'-1D 3ra^ wa NG r3 3 a^ ss OAY 2 3 2007 1 1 4i 17 O-1 SAFE BY RITE AID INSTALLED BY G.C.BOLTED TO FLOOR.FLOOR DRAIN,PITCH SLAB TO MEET DRAIN. 56 I 18 1 41 41 - 31 - U 0 41 \ -- -- CABINETS PROVIDED BY RITE AID,INSTALLED BY G.C.SEE ENLARGED 57 TWO DRAWER FILE CABINET BY RITE AID. O REVISIONS 1 ( It 2fi 3.0 3.3 PLANS AND DETAILS.FINISH PL-4 C 41 COAT RACK PROVIDED BY RITE AID INSTALLED BY G.C.. C 1 O tit 1 I + RT-0" I Q Q 77 LOCATION OF OMI GATE PROVIDE NECESSARY BLOCKING. O ® PC1 04-30-07 U) CB1 1 159 CLIPBOARD RACK, PEGS AT IO"O.C. ® CHI 05-04-07 Q 28 I ,- 41 � R3'-6" 47 � � 78 18'BRACKET$SUPPLIED BY RITE AID AND INSTALLED BY G.C. ® C82 76 TACKBOARD. O FIRE ALARM PULL STATION,MOUNTED 48'A.F.F.TO CENTER LINE OF 1 1 \ /10 i 41 T it N 79 PULL STATION RE:E-103. 81 CONDUIT CHASE.SEE WORK COUNTER DETAIL HI5-A702 FOR MORE r7 I € J034-314"X314"CLEAR LEXON CORNER GUARD BY KOROGUARD FROM E INFORMATION. 6'-0114' '-0" iiin T1"A.F.F.TOCEILING. X62 XX V-T MONITOR SHELF 1 1 68 s I � t•^' 1 1 J I I 52 C O KEY CABINET BY RITE AID.11-ale X7-7/8"X 23/8'INSTALL WOOD �! 1 3'-11' 0' 1/2" -- 14'-21/2" �„ BLOCKING BETWEEN STUDS TO MAKE A SECURE MOUNT. I ' I 12 113 ® 0❑0 ID 01 Y O OLD-LET LOCATION SEE E102. B A703-G10 �e 11 JANITOR i' '? 01 I n I I APPROVED 65 EXTENDWALL PANEL I7 BEHIND ADJACENT STORE FIXTURE. B © Z - 46 FOR PERMIT ISSUANCE ADMIN SCOTT FAZEKAS&ASSOCIATES,INC. 64 PHARMACY m 66 INTERIOR WALL TO 8'-0"A.F.F.ENCLOSE TOP OF WALL WITH W000 1"X 114 3'-6' 109 CB-2 38 OFFICE V DATE CAP PAINTED P3. RECEIVING AREA l-09 co LU "'ins have been reviewed for adherence to the 67 WALLS AT THIS AREA TO RECEIVE MARLITE PANELS PP-2 TO B'-0"A.F.F. 8 .z codes and ordinance. Authorization is PROTOTYPE 2 Hinted to i a building permit pending 66 INSTALL MOISTURE RESISTANT GYP,80,BEHIND PLUMBING FIXTURE. : 107 X 163 BOX FOR LOW VOLTAGE WIRING. NOTE: y all appil:.able City agencies. ®=JUNCTION 4'-0"HIGH WAINSCOT OF 112'FIRE TREATED PLYWOOD. GC TO PROVIDE PULL CHORD. THE DIEBOLD UNIT REQUIRES THREE 120VOLT DUPLEX OUTLETS FOR POWER AND ONE 4X4 '.a i stance or granting of a permit based on 69 STORE NUMBER J-BOXWITH CONDUIT FOR LOW VOLTAGE WIRING.THE CONDUITS WILL BE RUN BENEATH y:✓a'cr these plans shall not be construed to - W THE WINDOW TO THE LH SIDE,THEN OVERHEAD TO THE DRIVE THRU CANOPY. p.rmd or approve anyy violation of the applicable 70 54"LONG2•WIDE MCCUE BUMPER 4"A.F.F.PROVIDED BY RITE AID AND 1 IN ADDITION,TWO 120V DUPLEX ARE REQUIRED IN CANOPY AT THE AREA OF THE ACCESS PANEL odes or ordinance. No permit presumed to give INSTALLED BY G.C. WD PROJECT NUMBER J T SEE DIEBOLD SPECIFICATIONS FOR EXACT LOCATIONS. auiDo[ty to violate or cancel the provisions of such codes shaf,be valid. 71 2"BUMPER RE:A-102. A�I RAIPD0001 W A GENERAL CONTRACTOR SHALL TAPE AND PRIME GYP.BD.IN AREAS h 72 WHERE SHELVING IS TO BE INSTALLED NO PAINTING IS NEEDED BEHIND A 6 0 3 a SHELVING.RE:A102. ENLARGED PHARMACY PLAN � Al N A -7 PHARMACY ELEVATIONS 73 MARLITE ALUMINUM EDGECORN C LO TO MADING TCH PANEL. MATCH PP-2. SCALE: 1/4"=T-0" H SCALE: T.,=vl, 74 MARLITE ALUMINUM EDGE COLOR TO MATCH PANEL. 1 2 3 4 5 6 7 8 9 10 11 112 13 14 15 16 m Im�xx��xxx � �drx xx� x�Mr—._ �u= ; 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I of M ""'" partners 21152 Kelvin Avenue Irvine,CA 92614 949.753.7676 T .9.753.7678 F wdpartners.com Atlanta Boston was as, ,xaa _ ...w�i .. ...,eao s max xavxuwaxxxa� e. man�'en - M m. - mreu ® L Chicago NOTE: Dallas Los Angeles THE CONDUIT FEEDING THE LIGHTS IS TO BE ATTACHED TO THE Miami CONDUIT WHICH IS FARHEST FROM THE RX AND CLOSEST TO THE _ _ Sacramento RADIUS WALL OF THE WAITING AREA." E i' K I: @48.O.C.TYP K Tq', 3 518E MTL STUD KICKERS = 1- =. BAR JOIST I' ACOUSTIC CEILING,AG2 F I' GRID AND TILE PAINTED P-2 ____ LAY IN CEILING _______ J 6'A.F.F 3 518E MTL STUDS 15' T a IF O.C. 518"GYP.BD. PAINTED _ 518E GYP.BD. m PAINTED p-0 L � rBAR JOIST BAR JOIST LAY IN CEILING__________ r' F to u 13'6"A F F. _ BOTTOM OF GYP.BD.SOFFIT 13'4A.F.F. - ACOUSTIC CEILING H 0 -- 518'GYP.SO.PAINTED p_g 1'-0' H LAY IN CEILING 13'6'A.F.F. m I - ACOUSTICCEILING DETAIL-COSMETICS SOFFIT 1"CONDUIT FOR POWER FEED,PAINTED P6, _ f THE CONDUIT FEEDING THE LIGHTS IS TO BE _ SCALE: 3/4 1'-0' = ROUTED FROM BACK WALL LAY IN CEILINGCD y 13'6"AF.F. Y ACOUSTIC CEILING > (4)#10 HANGER WIRES ATTACHED TO Lo Co - STRUCTUREABOVE m N 98"OYP.BD. G RECESSED LIGHT FIXTURE,SEE ELECTRICAL BAR JOIST,SEE DRAWINGS STRUCTURAL Oa 3 5n8"MTL.STUD W DWGS. AXIUM 10'EDGE TRIM,PREFINISHED KICKER 3518E MTL STUD U STEEL BEAM SEE p$ KICKER _ STRUCTURAL b AT�i6"O.C.�DS TO W DWGS. f LAY IN CEILING - y/� 4"X 18 GA L ---8 6"A.FF. --_ 3 518"MTL STUD `W N O KICKERS @48" 1'-0" 1'-0" ,il EXTERIOR WALL CONSTRUCTION KICKER I— I'U Z O.C. 7{p ACOUSTIC CEILING RE:A31A-103 DIAMETER s VJ UNISTRUT ATTACHED TO AXIOM 10"EDOE 3 SW MTL.STUDS 3518E MTL STUD F ER WIRES S AT 18"O.C. F TRIM AND HUNG FROM STRUCTURE E HANGER �16"O.C. _ W T 3 5/8'MTL STUD FLUORESCENT STRIP LIGHT FIXTURE,SEE GYP.BD.TO T-0"A.F.F.PAINTED r W Q16"O.C. CEILING PLAN AND ELECTRICAL DRAWINGS P-8 I SHIM AS REQUIRED FOR MORE INFORMATION Y ♦ COOLER HEADER SUPPLIED BY " DECOR PROVIDER LAY IN CEILING - m1T' F.F. F J LAY IN CEILING GYP.BD CEILING BOTTOM OF GYP BD.SOFFIT 13'6'A.F _—_—_—_—_—_—_______—_____—___ __ _ .. �__ ,n 13'$"AF.F. 7-1"A.FF ACOUSTIC TILE CEILING RECESSED LIGHT P6 P 3 FIXTURE TO BE CENTERED IN SOFFIT _ ACOUSTIC TILE 518E GYP SO. 1"X7'24 GA TYPE 304-28 STAINLESS STEEL N E CEILING CEILING - BRUSHED FINISH SCREWED TO REAR OF P6 E 2 SOFFIT.SUPPLIED AND INSTALLED BY G.C. 3.2E FIELD ADJUST HEIGHT AS NECESSARY,P-9 518"GYP.SD. u�w Donn •. � n. WP-3 P12 __ E5 DETAIL -WAITING AREA SOFFIT E9 DETAIL COOLER SOFFIT J 510"GYPBo SCALE: 3/4" 1 0 .7 SCALE 3/4 1-13" ALUMINUM STOREFRONT 41/2 - »mow WINDOW SYSTEM RB(ISJ) G31A602 in 'mod 16'0.C. 3 518E MTL.STUD f 3 5'8"MTL.STUD r @ 16.O C. s P-12 <agEO ARC Hi WOOD h PHARMACY BULKHEAD D �6F' TFO D BLOCKING $ OOERSpDOERSCHK. .� 8'- A.F.F. .v LLAG PHARMACY 518E GYP.BD.ON 5" I LAY_IN CEILING SOFFIT MTL.STUD 16"O.C.,EXTEND TO ko.C-2 V-WA.F.F. 8'6'AFF TOP CHORD OF JOIST ABOVE P4 R yl `'a Y T 98"FIRE RATED PLYWOOD a BAR JOIST ACOUSTIC TILE CEILING Ot GALTFO ACOUSTIC TILE 20"HIGH ACROSS THE CEILING i ENTIRE GATE OPENING AND MAY2DDJ RE:E51A-701 I EXTENDING 5"PAST OPENING =i VARIES_ 3518E MTL STUD OVERHEAD SECURITY @ 1 fi"O.C. E a RE:A31A-103 ALUMINUM a GRILLE _ STOREFRONT n I REVISIONS WINDOW SYSTEM OVERHEAD SECURITY 3518E C I RE:(K) GRILL HEADER BEYOND Wt 1:,, MTL.STUD KICKER BEYOND SURFACES PL_4 L WITH PLASTIC C G31A602 2X BLOCKING AS REQUIRED LAMINATE ON ALL F_XPOSED 13 I LAY IN CEILINGEs - _ LAY IN CEILING IT-6"AF.F. i = 13'6"A_F SALES AREA PHARMACY \ 3518"MTL STUD P-12 ACOUSTIC TILE CEILING APPAOVED ACOUSTIC CEILING FOR PEAMIT tSSUgNCE WALL PANEL PP-1\ _ RE A31A-103 P-8 Q 1fi"OA. SCO7T FAZEKAS R 1 12' o ASSOCIATE ACCESS PANEL ,Y $INC. LINE OF WALL COVERING 3 518'MTL.STUD P-9 �+ @16"O.C. .es pl DATE RE G71A603 0 s have been revie —�� 2"BUMPER 5W GYP.BD. ' codes and or Wed for adherence to 0 SALES AREA \\ — WOOD 518"GYP.BD. 'e - in!etl!o d;nance. qufhoriZatlontns LAMINATE COLORS BETWEEN PLASTIC - CR-1 \ PHARMACY BLOCKING CEILING P-0 518'GW.BD. WORK AREA SALES AREA ''"'"w"- all app6cabo ct!y agencies permit Pending RECESSED LIGHT FIXTURE '"e ics,, Ce S'B"GYP.BD. 0 J it B SALES AREA PHARMACY RECESSED LIGHT FIXTURES Pern,j 11r `nese Plans shall of a permit based on 35l8'MTL.STUD�16'O.C. B code pUrove an not be construed to WALL PANEL PP-1 Q:q P-12 ACOUSTIC CEILING autho't or �d'nance• Nolpeatmif of the applicable L RE:A31A-103 o codes shall e�vaad 01 cancel the provis ons of suich S'8'GVP.BD. 4 r __ ______PHARMACY BULKHEAD P-12 W 3518"MTL STUD VARIES g'5q.F.F. 1"BUMPER PROTOTYPE m o WP-3 SEECEIUNGPLAN �16"O.C. SELF TAPPING SCREWS AT EACH COVE BASE  107 X 163 STORE CONNECTION,TYP. q gx 8 - - NUMB m • • I _. _ BOTTOM OF GYP.BD.SOFFIT _ A DOOR BEYOND WD PROJECT NUMBER = P6 A RAIPD0001 LL RE:WA4XI1 = a ..xx• am.. --_Wx. ., ,..W...«..W---_..... Uj ..... ... •_mamm .. ... .... - ..»n- .m.- �.. -- -� .... s, __ _ .� _ _ w =E A701 Z AlWALL SECTION AT PHARMACY AS DETAIL-AT OVERHEAD SECURITY SHUTTER A9 PHOTO CENTER SOFFIT DETAIL A13 DETAIL-AT PHARMACY SCALE: 3/4"=1'-0" SCALE 3/4"=1'0' s SCALE 3/4" 1'-0" SCALE: 3/4"=1'-0" 1 "ni1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .w 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M M= partners PERFORMANCE REQUIREMENTS: A. 2852 Kelvin Avenue THE MAIN RUNNERS AND CROSS RUNNERS OF THE -p _ Irvine,CA 92614 CEILING SYSTEM AND THEIR SPLICES, 949 753 7676 T INTERSECTON CONNECTORS AND EXPANSION 1l2"EMT-RUN TIGHT TO STRUCTURE ABOVE _ 949.753.7678 F DEVICES SHALL BE DESIGNED AND CON- (4'-D"MAX.FOR 112'°) STRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS(801 IN)OR _ wtlpartners com. TWICE THE ACTUAL LOAD,WHICHEVER IS SECURE SUPPORT WIRES TO EXISTING HANGER WIRE _ STRUCTURE OR STUD INFIIL a GREATER,INTENSION WITH 5-DEGREE " N0.12 GAUGE WIRE(TYP.) a MISALIGNMENT OFTHE MEMBERS IN ANY 12 GA.VERTICAL HANGER WIRE MAIN RUNNERS LAY-IN LIGHT FIXTURE Atlanta DIRECTION,AND IN COMPRESSION.IN LIEU OF COMPRESSION STRUT REQUIRED EACH NOT TO EXCEED 6'-0" Boston 5-DEGREE MISALIGNMENT,THE LOAD MAY BE SEISMIC RESTRAINT 12'-0'O.C.EACH WAY a Chicago L APPLIED WITHA 1-INCH(25AMM)ECCENTRICITY ON AND WITHIN 6'-F OF EACH WALL ATTACH FIXTURE HOUSING TO a L 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 !I @ 4'-0"O.C. 8"(MAX.)OR 114 17 AT EACH END. Miami SHALL ALL BE OF THE MECHANICAL INTERLOCKING LENGTH OF DIST. _ CROSS RUNNERS �' Sacramento TYPE. �i 314"EMT-NOTCH OVER MAIN RUNNER � �I TO FIRST MAIN _ #12 HANGING WIRE 4'-0'O.C. I 5 CONT.HORIZ.STRUT 5• ATTACHED TO FRAMING,SIMILAR DRILL 5132"HOLE FOR VW BOLT AND LOCK- - NUT AFTER CEILING SYSTEM IS LEVELED TO PREVENT SPREADING TO DETAIL BELOW = _ CROSS TEE OF RUNNERS MAIN RUNNER AT 4-0"" 2'-0" MAIN RUNNER WALL TRIM 45' / S D.C.(TYP.) LAY-IN CEILING TILE _ (4)#12 SPLAY WIRES IN PLANE OF PLASTIC LAMINATE CROSS RUNNER AT 2'-0"O.C.(TYP.) RUNNERS.ATTACH TO ROOF TVI VCT COMBO IPLYWOOD COUNTER = FRAMING AS SHOWN BELOW IZ-V y K 6D NAIL(TYP. D.C.""MAX FROM WALL. � I 3 COM HUB WOOD FRAMING FOR K 45'MAX. ) WSYMBOL AIP KICKERSUSPENDED CEILING DETAIL AT WALL (a)iuRN6 MINIMUM(TYP.) HNS MMV PLYWOOD KICKER, AT MIDPOINT AND BOTH N ° ENDS OF COUNTER SKYSURFER (4)TURNS MIN.IN 1x HORIZONTAL WOOD 4V MAX UNIX TOWER BLOCKING PAINT TO MATCH / 1 112'(TYPICAL) 1. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CODE REQUIREMENTS WHERE WALLS CEILING LOADS ARE LESS THAN 5#PER FT.AND NOT SUPPORTING INTERIOR PARTITIONS.CEILING 4V MAX NFASTENCROSS BRACING SHALL BE PROVIDED BY FOUR NO.12 GAUGE WIRES SECURED TO THE MAIN RUNNER KICKPLATE FOR CONDUIT WITHIN2"OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90'FROM THE PLANE OF THE - ---- RUNS,ONLY USED IN SEISMCEILING.THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED AT 17-0"O.C.IN BOTHUPS DEVICES(2) OFFICE AT AREA NOTED, LOCKI DIRECTIONS,WITH THE FIRST POINT WITHIN 4'-0"FROM EACH WALL.ATTACHMENT OF THE RESTRAINT PLASTIC LAMITE TOMATCH WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED1'�1!2" WALLS. MAIN RUNNER � O BASE AS SCHEDULED, NOTES: SUPPLIED AND INSTALLED J ROSSTEE SP A GA.ED SPLAY WIRES 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR REQUIRED TO SECURE THE WIRE 1.)BOTTOM TW012)SHELVES ROLLOUT BY G.C.. SPLAYE090°FROMEACH HANGERS TO THE STRUCTURE ABOVE.THE METHOD USED MAY VARY DEPENDING UPON THE TYPE 2.)REMAINING THREE(3)SHELVES FIXED OTHER&4VFROM CEILING PLANE OF STRUCTURE.THE CONTRACTOR SHALL PROVIDE A DETAILED SHOP DRAWING WHICH CLEARLY 3.)20Ill WIDE X 21 112"DEEP(FLOOR INDICATES THE TYPE OF FASTENERS TO BE USED.THIS DRAWING SHALL BE SUBMITTED TO THE SPACE 20112"WIDE X 3117 DEEP) FINISH FLOOR LAY-IN CEILING SUSPENSION SYSTEM LOCKTO M IN RUNNER LOCAL BUILDING INSPECTOR FOR APPROVAL PRIOR TO FABRICATION OF THE SYSTEM. 4'X4"20 GA. - NOTES: BRACKETS @ 2C 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 nnnl a as n H 1 LAY-IN CEILING SUSPENSION SYSTEM DETAIL H9 TYPICAL CEILING DETAILS H 1 EQUIPMENT RACK H 1 C COUNTER DETAIL SCALE. N.T.S. 7 SCALE: N.T.S. SCALE: 112 1 0" J SCALE 1 1'-0 — " �d n u:,n,a a aam aaa � .. ILI C > L0 _ N - - FLUORESCENT STRIP LIGHT FIXTURE ABOVE, G SEE CEILING PLAN AND ELECTRICAL G T DRAWINGS FOR MORE INFORMATION AC-1 Q LU ARMSTRONG 10'AXIOM EDGE BAND OSEE FINISH SCHEDULE RE:A-102&A-801 FOR WALL FINISH AND '5 REFRIGERATOR N.I.C.- LU Cf) 0 PARTITION TYPE _ ; PTO H = r �e Z WOOD BLOCKING STEEL ANGLE 34018 i '^ 1C BULLET RESISTANT STOREFRONT SYSTEM v/ F METAL STUDS DRIVE THRU WINDOW FRAME IF O- _ n' J Uj J STEEL SUPPORT ANGLE 3x3x318 SHIM AS REQUIRED T a BACKER ROD AND SEALANT GRID-UT ATTACH D T AXIOM t o °� I W GRID-HUNGF S UCTURE STEEL ANGLE BELOW 3x3x318, GYP.BD.SILL, S. WI(4)010 HA E IRES SINK BASIN i FASTEN ANGLE TO BLOCKING PAINT TO MATCH WALL WALL CABINETS GYP.BD. 1" DUIT FOR POWER FEED, 1, ALUMINUM FLASHING 3518"METAL STUDS @ IV O.C. INTER Poi,THE CONDUIT V FILLER PANEL J PLAN DETAIL FEEDING THE LIGHTS IS TO BE BACKER ROD AND SEALANT 8'CMU CMU-2 ROUTED FROM BACK WALL BACKSPLASH E 1 V2"=1'-0" RECESSED CAN LIGHT-SEE a E d (1)KRAFT FACED FIBERGLASS R-15 GATT RIGID BRACING TO MEET ELECTRICAL DRAWINGS _�1— INSULATION SEISMIC REgURRMENTS - _ PLAS.LAM.COUNTERTOP / 7 -0 Prl T-V 140T WATER HEATER AND 4" DRIP PAN RE:P-202 518"PT.PLYWOOD, III EXTEND PLYWOOD ONTO WALL IL L L 1 J JJ BEYOND SED AF? D MEZZANINE D G Rn (2)314"0 THREADED RODS IN k,N T _ SIMPSON'SET EPDXY(SPECIAL 10'-8"APF 3 CHRI51pP11EWK J. INSPECTION REQUIRED) DDERscmLAG PERIMETER STEEL ANGLE No.Lt,", 3x3x318 �� SILL DETAIL AT DRIVE THRU �9 REFLEC. CEILING DETAIL @ WAITING 1 PLAN -LOUNGE CABINETS ' I SCALE: 1 112"=1'-0" SCALE: 1/2"=V-0" SCALE: 1/2"-1'-0" �c ' STEEL SUPPORT ANGLE 3x3x318 = ALARM OVER J-BOX RUN � TO POWER PANEL SEE MAY 2. ,..7 o qg. SHEET E-102 RUN CONDUIT TO ALARM $ w STEEL ANGLE 3x3x318, BOX OVER J-BOX RUN TO POWER PANEL SEE E-102 APPROVED NOTE:PROVIDE SOLID BLOCKING FOR MOUNTING UPPER AND BASE �+ I A FASTEN ANGLE TO BLOCKING MO UNTEDATI4'4YAF.F FOR APPROVED REVISIONS ,OTT FAZEKAS&ASSOCIATES,INC CABINETS C C H9 ON SALES SIDE OF WALL I ABOVE DOOR 114E DATE E3 LINE 10 WALL BEYOND s h v open reviewed for adhere a t0 the RE:A-102&A-801 FOR WALL 1l2' FINISHAND PARTITION TYPE CONCEALED co es nd ord;ranca. Awl atlon is CONDUIT RUN .c Issue a building permit pending 0 2)3l4"O THREADED RODSIN STEEL ANGLE 3x3x318, a'I appllcablaC agencies. P-8 ( FASTEN ANGLE TO BLOCKING F IN WALL a c, .e ar granting of a permit b sed on SIMPSON'SEr EPDXY(SPECIAL ° SOFFIT these glare shall not be con rued to El INSPECTION REQUIRED) 8 p 1 approve any violation of the a licable cod o ord;nance. No permit presume to give 11 DOUBLE UP METAL STUDS § a Orly;o v;rlate or cancel the provision of such WALL CABINETS f4 codes shall be valid. 0 H § VFILLER PANEL 0 6 UPPER BOLT SINK BASIN 0 J MODULE L // UPPER BOLT MODULE I 38W 30W B KEYSWITC BACKSPLASH P-8 V 13 PANIC HA13 RDWARE / PANIC HARDWARE COUNTERTOPPRIMARY BOLTV / LU MODULE PRIMARY BOLT MODULE I PROTOTYPE Q / \ REMOVABLE SINK BASE — — — BASECABINETS 107 X 163 / s REFRIGERATOR(N.I.C.) b STORE N NUMBER In LOWER BOLT / A END PANEL FINISH BOTH 0 MODULE LOWER BOLT MODULE SIDES W D PROJECT NUMBER RAIPD0001 W 1/4"SPIRAL RUN INSTALL A DOOR 101 DOOR 114A 363E 30B A' LU ACROSS FACE OF DOOR AND r INTO DOOR FRAME Al WATER HEATER SUPPORT DETAIL /� C SECURITY ALARM DOOR ELEVATION A13 ELEVATION -LOUNGE CABINETS SCALE: 1"=1'-0" !1J SCALE: 3/8"=1'-0" SCALE: 1/2 1'0" 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 a �, - 1 _'< _ 3 e .; ✓ 87 7 8 9 10 1 12' 13 14 15 18 AnSWL mluAu.1 4 e y 1� Nonbeukn6 Wall Rwng-1 xR Parels pm.hed m fk•el kk 6 and Sam rumxr wN 1 M.larg Type 5 ^ , OF Fs" ] � GQ xel xrewa spacd B x OC wMn appBN bwo„IaOy�, B„.OC k, llr � - //" long pplIud aAlalbattrm mg„,m 12 m«m dw 1,eM wM,panels s( !s apG-)MI I YPSUM COMPANY Typay AR C.n'-AR ;- Mhos MSC1(,SUN Uc aWRK 'q y: "f U GYPSUM CO TyyupeAR C.ERA-G,N-AR rc-XZ IFC-AR SCX SIX WRCai{ FIRE BARING,TO FILL VOIDS ABOVE WALL MG MEXICO SA DE Cv-Type AR c,IN AR,IP.X2,Irc- � Mt fflpartners M TRACK,FULL LENGTH OF WALL \ TO cJ�AB ® {B.cy ARC sNAW,umuaM{aul-Nun]/{m 2114"NO.6TYPE'5'DRYWALL SCREWS p• 9F 1,nom and Cril,g Runn-. 1-1 shown) Chamrel shoed M,kk/fl wide,iwalkd as d„s bed in ne„U Mth xrtw Ih 12'O.C.TYP. '• "' d<Im,n).11/{„.leg,,mrmee hn m Tl is Mse I, Ir,a,e,.ed m 1 L/s m G y. CIOKS9 STAIR BTRMGER (wn Nsa 20'ASG when 1„m JC w sued)galr Mel,ttaahM to II UNADIAN GYPSUM COMPANY-Typ„AR,IP-AR 'y6 `- 2852 Kelvin Avenue 3 5IT X 20 GAUGE METAL STUDS 4 e/e'DIA STUD \ }y am a IxR v.nh lalaxn syad I/w OC UNRED STATES GYPSUM CO-Type AR IP-AA - s�. X r" DOLTS(3)TOTAL i { z sM studs-aa,u,el,n,p,d,ss/B„wd( )1 l/1,n k use MFxleo s A De c v Types hR.MAIL S Irvine,CA 92614 AT 18'O.C. „ ,° X 3,LaJCe \ m l/B m.mlGrl bask rauans,Immm(mm mm N ss_(m e'2B ic.Cypa.m en,ra•-IAn.n•Ik,mN m I-1{,{A am{B) s/e„ } > 949.753.7676 T MSG when 1 em lC,s s,d)gah zteel apased - OC Wek gypsum y ek,inpal4d u dumbed m I_1A w,th Type Stt f ` \ 1Bath,M Blnnkel>' (Oplmae-Mnaal wml or gkx fibak }'. peel x"wa.TLe lengN,M,pMngd U,e,ne,ra„,pmfieduMer 'H q 949.753.7678F R-19 FIBER GLASS INSULATION '? CONT.CEILING RUNNER • aemly m,:,mpl„dy uu ng5,n,a a,ruy In,,,a ,. Bansam Bknkeb lBZ)Z)oregoy forvmnoECkstifxd mnleLl CANADIAN GYPSUM COMPANY Typ�FRX 5/8'TYPE"X'GYPSUM BOARD BOTH SIDES- sA FlBa spnyee•-A,•n.11muw m dln,m Bknken DI` 1 UNITED STATES GYPSUM CO-type FRX 1 I ,�� wdpartners.mm '� Spray appl OWMe mwksm„ MTh,fiber wpliedwl I.tt Tapeand Compmnd-Yyl,drys Wm pint ermpom,4 l EXTEND FROM TOP OF SLAB TO TOP OF TRACK PI yL tm kam ry ma, rah tn, ppppma F.7 n m prams W xaew wL.p,pa rape,2„wwe es3Nded m I CONT.SEALANT yppL 1 ,ppl m M M pine Nominal dry d isW)/R of apowe wer aB w Is.As an Wem•m, ) f3.Ib'ft'. Kyps m�a Wn 4app lY} Of STMIDAT�QC A GRIP t U g CfEENRBER L L C Cos b I zed 11 lae w - surlaa olClnuled v,,,e„g,x6o„d,luny sewoxbo"Id t0 "" CONTINUOUS METAL STUD TRACK,ANCHORED STR)T STAIR TREADS B Resnkm eMwd- Atlanta 9 L9XBXU4x0'-e'INTW(9)file'a + .-: IDpI I Na crown)-s Msc w skel WITH 11T DIAMETER POWDER ACTUATED TYPE ]B.Flb Sp y e Aa I 2asa•m Blankets II ]I am Jiml dunmis SN-I ven illy m••24 in.OC,s•nge Ba fion V Boston 3518'X 20 GAUGE METAL STUDS 4•B'Em BOLTS(WILTI '` lwm] y ppl m uW knm m•rnaak TTx bba a a,ea m exn mleaaal„g pm mwlrz m.brag ry p,Nuad •� } FASTENERS AT T-V ON CENTER MAXIMUM, . 18"O.C. \ MY-t60 OR W LTI KLNK BOLT 11 { „ I fain m,ao,a u,ne,p{1 d- I.n.wa Nns kr nx w,m Type gypnm,p,,,eC; ? Chicago pdM 'dt dse lod A IW pN MRII M Skel inmin Membm lNot Shownl'-Aa an allm,an In lsoml 1 L TRACK GAUGE TO BE SAME AS STUDS. me axl„N ryMw a 8m•bydFSpn„w># B•A kem^du,mek and x,ale„t wnm na,m„d,pndexnLed bemw e L Columhus ,+ \. NU-WOOL CO INC C�I In k gChannda-Famwd al No.25 MSC�salv pea 2S/Bin 'i k Str TYPE'X"GYPSUM BOARD BOTH SIDES- \ 3 {RG�psu m,d sJe 11uek,{n a add s N d,.and - b by V/B iry dap,spasm 2{m.00 pespe.,dimk.m amass aan- 5 Dallas CONCRETE FLOOR SLAB ON GRADE.SEE mming tuck vNh1n logT ssw Ita aryada 5' nek aemlM mpuea udesmbm„Itemb 0 Los Angeles <. EXTEND FROM TOP OF SLAB TO BOTTOM OF __ a.am„g mgn a bnmd,m n„.oe�`th Role w rase m.,d I fl B e1 Fe,ming Membe"•-Uxd m axxh hur g cMmwla Ulan a) - .l STRUCTURAL DRAWINGS CORD t - G med.ea,..ny.na wggeammopp„Ik.Wn nl Ne azsembl "".D tl Cllp,px.,fum a,•ne xaemmamda wlm Mlaml -O. KAI..� MTm.IsacMa mlum gl uav dunM,)or AA(fuming alannC), ie sn-.....rhanlwd Typesakel wrew tlw gh Ne.enaa ° Sacramento wa bmN k•<re,e ptxMd ru' slunnk wn 1 m.l gmmmn P `q FINISH FLOOR mmg mR'AT 5 Fnrtin eh+N„k art lnmm AlW„min - R•19FIBER GLASS INSULATION ` j dd !\ — TYP sal xrews zpxm 12 in OC PAC IMERNATIONAL INC T RSIC-l. I—I —__ 9/le AMERIUN GYPSUM CO-Types AGS AIDLG ,9.g the UL Clanlfia Maa BF BANG NEW BUILDING MATERIALS CO LID-Type yam' i �•`f -III II'- �z' BPB MIEMU s yi f _I �- FOar*I MAY B!A TART OP -TYR.L EC INCI C TYpe X PanRa Type C ANOTIgR FOOTM6 I UNADIAN GYPSUM COMPANY-TyasARCIP-AR t ) y; s IP-xx IIC-AR SCR SHX,WRCm GP GY PSUM CORP,-1 OF i to d• �, +{; Is,MN. GEDOSAG(;IA-PACIFIC CORP-Types 5,9,C DAF,VD,CA,IIGG. PROVIDE FIRE SAFING SEALANT [ PROVIDE FIRE SAFING SEALANT �� LAFAa,E NORTH AMEMCA INC-Type wFC7.wFc:. AT ALL WALL PENETRATIONS AT ALL WALL PENETRATIONS '� Lcac`� "'LCFcc ICP`c/A s. S NATIO.JAL GYPSUM CO-Type FSKL FSKA;,PSW{, e� AND JOINTS % AND JOINTS NI cues us-NORpIRE K "s " PABCO GYPSUM,I)W OF " PA 11"COASr BUILDINGPWDUCTSINC-Type 1'-C r UL 9465(1 HOUR RATED WALL) UL#465(1 HOUR RATED WALL) STAND:0.DUND o:C,7_'F 1�p / :aa2.«..,..-3.>x'a.rr ,..,•. . +,_ .s .:...:.i.�..:asa^v.' ....s.."akA--.•z--,i"X. "::b-:r.c..,s»..-: wx.w+r-•.v.;wk•'.,;z"s.^iaw4:.r-.w,s.,rim' ^„-.-.."5 n._R"Ya=«... - _ - - UNIT�I IIC-ARSCX,STATIESGYPSHX.WRf or WRXR SFRXG.IPAR / s „.r,. ,w,.. `:wtT•s..m ten*..<'.: y...-.�.... - .. ... -- K1 BOTTOM OF WALL-SECTION AT STAIRS' KA TOP OF WALL-SECTION AT STAIRS a: 7 STAIR DETAIL Dx MH Qw Trp ARC rAR rx;IrcsAR \ SCALE:11/2 1'-0" �'F SCALE: 11/2"=1e-0" SCALE 314"=1e-0" {A.Cyg=k n INC lolm"°onNA°,s/ uK.f:� w _,�. _ _ -__ _ o- _,..c.�a..r. __ _ .. - ,. .• norrsa IIyV w ¢'9am'e"sead o.�minesp�,ggesed a,e+iud • B: R - .. f miry Wm - x�"d dsN Imgep mho la 1•'g # q, �., � � � {�, p M,n lm ,ppulk aMn lams nzee be uggead bald ' •s a' '"g•.�:,.•^` '�...•I"•�r....,.•✓ '�=.�'"S•..✓ w✓" '1.ss•O'w..../ V '^.e.••-�'•++rf\�.+°�'+�ww��•rr� I ^ ,._. � CB2 C82 '!� a t t, O FIRE RESISTANCE RATINGS DETAIL e SCALE NTS " J ADJACENT SURFACE `„1" w y..,x .u,ans ,.�,•,� ,' +YR.- - ..asr.,s-Min.-•v; ramA.v.a'_va.,,«,-+ran , ..�- a.._•,fY."...✓�.,-...��INCi1ES WIDE �`.,,.!'..a..w•°�.,.._...r�` ,...../' ,...r"`..,a.. IQ'!EE WALL BELOW W/ - J STRIPING I 1.8 2X8WOOD CAP,EPDXY 1 1Q"DIA STEEL PIPEPAINT,COLOR GRAY. HANDRAIL 21NCHES WIDE CONT.SEALANT EXTEND WALL TO _____ _ _____________ � UNDERSIDE OF DECK r- T- T �! 4'S" • CONT.SEALANT STRIPING CONCRETE CURB,REFER CONCRETE CURB,REFER I !I !! ABOVE STAIR RUN, STEEL HANDRAIL�34' TO A70}07 TO A703-D7 g, REFER TO G7/A703 P-11 8"METAL STUD WALL 71W 3 LAYER STUCCO 71W 3 LAYER STUCCO g0. CMU OVER METAL LATH AND 6^METAL STUD OVER METAL LATH AND S BUILDING PAPER 30A BUILDING PAPER 30A 71z FELT OVER ill•PLYWOOD FELT OVER 1Ir PLYWOOD H CMU WALL H ON E4 �o E4 A703-A10 TS tld' S RAMP W M 3' 81ra• 3 3f r 15'-r 1'-11" > Lo 17 TREADS @ 11" N G a G 0 0) � 1 1-0 r57Ie^ 0-0" 7.10IV _ _ W a �k• s�.:�.,x..�,�m__,.�...� .���.�:_,.� .� �+,:�� �.��Y::;�•�-��r� ,�__ -� -� _. __._Mwa., ��-", ,�,. _„�T�.=a,.. .,�-.;.�� - � -�ak>�'aw,�.,..�:.�,�.,".�„-. _ , ,,n � ^�.• - - - V G1 DETAIL w DETAIL �±7 RAILING DETAIL G 1 O ENLARGED STAIR PLAN AT MEZZANINE LEVEL ❑ SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=1'-0" V SCALE: 1 1l2"=1'-0" SCALE:1/2 1-0" _ +-_m — .N�«.n m W O t ~ IN Z s MITSSOA E t g B TT PAZi.f:AS&ASSOCIGATES,INC. V F v GATE F J J'11 n ve been re yr d for adherence to the r I J 2.0 1.8 "-a'd Ord co. Autho•iza;ion is o f Ia d rag permit pending V uv ali appLaal e Coy races. y 8"IT D.STUDS •ese p zns sh- not be construed to J 6 a �1G D.C. I i '1 a or;ran a permit based on 2-5' ? r e an vI-a11cn of the a Iicahie x- S STONE VENEER Ga PP 75' 7 �e 1•1 F -mit presumed to give 75114" WITH VENEER i ih ,a c - I,he provisions of such S 7W3 LAYER STUCCO 25114" Y INSTALLATION I..,cLa., „ _d. 7I8 3 LAYER STUCCO OVER METAL LATH AND 5 EXTEND WALL TO OVER METAL LATH AND BUILDING PAPER 30M BUILDING PAPER 308 FELT OVER 1/2'PLYWOOD 1"RADIUS UNDERSIDE OF DECK I . 6'METAL STUDS FELT OVER 112'PLYWOOD 6 e e I L8E OF WALL BEYOND E 16'O.C. — g; 6"METAL STUDS E E @IT O.C.T 1^ STEEL HANDRAIL 34'ABOVE 3' 1'47 i 15'-r CONT.SEALANT o g CONT.SEALANT B „ STAIR RUN,REFER TO G7/A703 17 TREADS @ 11' C CMU WALL CMU WALL Ltlij o a DECKCONIC.3LAB WI MR. H yytt a !.1 STL.ANGLE POUR STOP BEYOND, - a 33W 7.8718" I SEE STRUCTURAL DWGS. D 6 • d d MEZZANINE FOR MORE INFORMATION D SE0 ARCy7�Fo a 10-6' FISCHLAGX �s u° HANDRAIL BRACKETS 't NO 3209 't p; STL.ANGLE POUR STOP, P-11 @4'-0'O.C.MAX CONCRETE CURB , SEE STRUCTURAL DWGS N. 3 CAM.SEALANT 1 �FOF \ Q2 \ i CALK O 1 DETAIL h DETAIL CURB DETAIL SPEN ACOUSTICAL EI N 5130/07 G TI EANDGRID ' SCALE: 1/2"=1'-0"' D 4_-_SCALE 1/2"=1-0- D/7 SCALE: 1 112 -1'-0" STL.BEAM A7D Ka LINE OF WALL BEYOND D ' REVISIONS C V n 2 LAYERS OF SIT TYPE C 0 PC1 04-30-07 1i•. STEEL CHANNEL ✓"'^•"�O STRINGER BEYOND w b KNEE WALL T,COL 2XS WOOD CAP, v' GYPSUM BOARD TO BE EPDXY PAINT,COLOR GRAY - J CONIC.FILLED / N z C81 OS-04-07 ATTACHED TO BOTTOM OF METAL PAN STAIR 4 STAIRS,TO BE 1-HR FIRE I I\ Q PC2 06-24-07 1: RATED CONSTRUCTION w _ CB2 06-05417 I 2''E" a r-0" 11T RADIUS El 2'-5114" ..4. 75114' a Caz A703-A7 CONCRETE CURB,REFER W METAL STUDS - IINE OF WALL BEYOND 0 ❑ TO A703-D7 @ IT 0.C. - I T F d ' STEEL CHANNEL STAIR STRINGER. - 06 TV 3 LAYER STUCCO 7B'3 LAYER STUCCO } it K 108E � ? 0 OVER METAL LATH AND 9 OVER METAL LATH AND § II """w/"=r°"*y--y, r,•-.,.,,.....� . BUILDING PAPER 30g BUILDING PAPER 309 f i 4 INFILL PARTITION WALL UNDER o a L FELT OVER 117 PLYWOOD FELT OVER 1/2"Pt ! `�,., STAIR,WI GYP.BD ON EACH SIDE, p" r a B �� ` EXTEND TOP OF WALL TO BOT.OF t B U 8'METAL STUDS R - I - @ IT O.C. STAIRS,TO BE 1 HRCONSTRUCTION CMU WALL r2sLANT O H FLOOR /yL I SAL PAN W/GONG NRETE NFILL I 30k 30 ACCESS DOOR FOR WATER CONT.SEALANT � RV10E,.AREA.,�SF€N7IABOS):�'••i `- I TREAD;STAIR STRUCTURAL STEEL I T\'P. PROTOTYPE G I DETAILED BYAND STAIR FABRICATOR.S TO BE PROVIDED AND I 107 X 163 # STUD WALL W1 GYP.BO.ON FACF1�' I Z CMU WALL SIDE,EXTEND TOP OF WALL TO SOT. OF STAIRS,TO BE 1-HR FIRE RATED i STORE NUMBER J ` CONSTRUCTION PER ANSI/UL DESIGN V N0.UL465 f C82 I ���. _ }• I WD PROJECT NUMBER ,y A A RAIPD0001 �f ri MAX. S: +Y , A1 DETAIL p A DETAIL /� STAIR TREAD DETAIL p 10 STAIR SECTION SCALE:1/2"=1'-0" A4 SCALE:1/2"=1'-0" < A SCALE: 1 1/2'=V-10 /�1 SCALE: 1/2"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 - ....�. _. - _ __ .. .1 a 3 4- 5 - 6 a 8 9 as 10,,,, 11 12 13 14 15 16 COMPRESSED SOUND ATTENUATION DOOR FRAME HARDWARE KEY SCHEDULE NOTES =KEY PROCEDURE NOTES. INSULATHON.(FIRE SAFINGINSUL.AT DOOR# SIZE MATERIAL TYPE FINISH MATERIAL TYPE JAMB HEAD FINISH LABEL BET No. KEY SIDE KEY NUMBER FIRE-RATED PARTITIONS) METAL DECK 100A PR 3'-0'X7'-0' MTUGLASS E MANUF MANUF MANUF MANUF MANUF MANUF 1 EXTERIOR KEY 91 STOREFRONT ENTRY DOOR-SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. -L KEYSET111S FOR THE FRONT ENTRANCE DOORS.THE SESAM DOORS Vyp_g 1008 PR 3'-0'X7'-0' MRlGLASS E MANUF MANUF MANUF MANUF MANUF MANUF - 1 100 KEY 91 STOREFRONT ENTRY DOOR-SUPPLIED AND INSTALLED BY RITE AID WITH BEST CORES. CAME WITH A CONSTRUCTION CORE AND KEYS.THE RITE AID Ners 2X4 WOOD BLOCKING CONT.20 GA SHEET METAL FILLER OPERATIONS DISTRICT MANAGER WILL REMOVE THIS CORE AND 51V GYP.BD. 18 GA.3 518 METAL STUD SET IN SEALANT AND FASTENEDTO 1000 3'61OX104T ALUM D P-6 MTL MANUF MANUF OF MANUF MANUF 101 NON MOTORIZED OVERHEAD GRILL-QM1,AL5-E WISOUDSLATSSUPPUED&INSTALLEDBYRITE AID REPLACE IT WITH ANOTHER CORE.THE FINAL KEYS FOR THIS KEY SET MKOROGAURD t MTL DECK 100D 12-ni(r4T ALUM D P-8 MTL MANUF MANUF ANUF MANUF MANUF 101 0 ARESU_EDBYRITEAID.PROVIDEDASIGNINCONTRASTINGLETTERS NI CORNER TRIM PE G.W.B.AROUND METAL DECK OF 1 INCHE OR MORE AT THE DOORS STATING:'THIS DOOR TO REMAIN PROFILE 100E 3'610X104T ALUM D P-8 MIL NUF MANUF OF MANUF - MANUF 101 UNLOCKED DURING BUSINESS HOURS'. -2. KEYSET#21S TO HAVE6COPIES.THESE ARE SUPPLIED BY THE GC. 2852 Kelvin Avenue APPLY WP-1 PRIOR TO CONT.ACOUSTIC SEALANT-BOTH 101 T-T XTV NSUL.MIL A P-111I MITI. 2 J3 H3 P-tp'P-11 6 101 NEY IF2 PROVIDE PANIC HARDWARE&SECURITY ALARM WIRING-SEE HARDWARE SCHEDULE AND DETAIL ON A-102 FOR MORE INFORMATION. Irvine,CA 92614 MOUNTING GATE SIDES FIRE RESISTANT JOINT 103 NOTUSED =3. KEY SET#31S TO HAVE 8 COPIES.THESE ARE SUPPLIED BY THE GC 949.753,7676T AT FIRE RATED PARTITIONS. - 949.753.7678 F METAL EDGE TRIM WHERE EXPOSED 104 Y-TXT-T HM C PA HM 1 J1 H1 P-9 2 103 KEY#2 OFFICE DOOR WITH FLOOR STOP.(MIRRORED GLASS) 4. KEY SET lf41S TO HAVE 6COPIES.THESE ARE SUPPLIED BY THE GC TO STEEL TO VIEW 106 TVX7-0' HM A P-10 HM 1 J7 H1 P-10 5 105 KEY#3 MEWS RESTROOM DOOR WITH 6114"DOOR FRAME 5. KEY SET#61S SUPPLIED BY RITE AID. _ wdpartners.com - SHUTTER RAILS STEEL RUNNER WI MIN 2' J t C2 FLANGES-FASTEN TO MTL DECK PRIOR TO 107 3'-0'X T-0' HM A P-10 FRA 1 J7 N1 P-10 5 105 NEY#3 WOMEN'S RESTROOM DOOR WITH 6 114'DOOR FRAME 8. KEY SET#fi IS TO HAVE 6 COPIES.THESE ARE SUPPLIED BY THE GC. SHUTTERCURTAIN NSTALLATION OPSPRAY FJREPROOFING, THESE KEYS ARE FOR THE ACCESS PANELS IN THE UNDERSIDE OF THE 3 ST METAL REFERTODETAILG14IS206 108 3'4TX 7-0' HM G P-10 HM 1 J7 H7 P-10 4 105 KEYO LOUNGE DOOR-TEMPERED SECURITY FILMMMINATED TEMPERED DRIVE THRU CANOPY. _ Atlanta STUDS @18"O.C. 3' GUARDKOROGUARD CORNER 'SEE WALCTYPES'FORWALL CONSTRUCTION 109A 3'-0'XT4Y HM C R10 HM 1 it H7 P.&P-10 3 III KEYA PHARMACY DOOR WITH FLOOR STOP(CONSULTATION SIDE OF DOOR FRAME TO BE PAINTED P-10). 7. KEY SET TO HAVE6COPIES.THESE ARE SUPPLIED BY RITE AID Boston WP I GUARD COPE GYPSUM WALLBOARD AROUND STEEL BEAM THROUGH THE GATE SUPPLIER,QMI. Chicago L PROFILE WHERE OCCURRING 109B 3'4TXT4Y WO F R6 HM 1 J7 H1 P-101P-10 3 112 KEY#0 CONSULTATION ACCESS DOOR(DOOR FRAME TO BE PAINTED P-100N CONSULTATION SIDE. WAITING ROOM SIDE.). L Columbus PARALLEL TO RIBS OF DECK PERPENDICULAR TO RIBS OF DECK PICK UP COUNTER.PHARMACY OVERHEAD GRILL-QMI,AL5-EW/SOLID SLATSSUPPLIED&INSTALLED BY RITE AID(RELATED FINISHES, B. ALL OF THE LOCKSETS FOR THE KEY SETS WHICH ARE SUPPLIED BY THE Dallas 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 GC)SEE DETAILS Lt,J1,GI,D1,AND At N A_8 GC ARE TO BE TURNED OVER TO RITE AID PER THE DIRECTION OF THE Los Angeles RITE AID CONSTRUCTION MANAGER. Oe FASTEN STEEL RUNNERRUNNER FASTEN W.B.TAL K.FRICTION FIT NOT FAST 109D 3'-0'X3'6' HWD H RJ WD NIA WA WA WA t09 KEY#4 DOOR HINGES FASTEN TO PANEL Miami STUDS TO RUNNER 8 FASTEN G.W.B.TO STUDS-DO NOT FASTEN TO 9. THE GC IS TO SUPPLY ONE BLANK KEY FOR EACH LOCK SET. Sacramento L1 PLAN DETAIL RUNNER.MAINTAIN GAP AS INDICATED BETWEEN STEEL RUNNER& DROP OFF COUNTER-PHARMACY OVERHEADGRILL-OMI,ALS-E WISOLID SLATS-SUPPLIED&INSTALLED BY RITE AID (RELATED FINISHES, SCALE:3"=T-0" METAL STUDIG.W.B.TO ACCOMMODATE STRUCTURE DEFLECTION. 109E 7A0'X 13W 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,GI,Di,AND A7 ON A-801 70. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. �n --�'>• moo- "" -- 109F 7-T X 26' STL J P-8 STL MANUF MANUF MANUF P-8 - MANUF 109 16 GA CONCEALED PIANO HINGE,DOUBLE LEAF,SCREW DRIVER OPERATED LATCH SEE PARTITION TYPES FOR WA,°LI�,�NSTR. 11. KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THE WP-1 SOHEDW,ED6ASE,,----,:,/' "' 109G 2-0'XT-0" HM A P-8 HM 1 J1 H1 P-8 - 9 NIA NONE MAIN EXIT CONSISTS OF A SINGLE OR PAIR OF DOORS WHERE THERE IS 2X4 WOOD BLOCKING WP-1 CONTINUOUS METAL STUD TRACK ANCHORED 114A 3'-0'XT-V INSUL.MTL A P-11 MTL 2 J3 H3 P-11 6 114 KEY#2 RECEIVING AREA EXTERIOR DOOR,PROVIDE PANIC HARDWARE,AND SECURITY ALARM WIRING-SEE HARDWARE SCHEDULE AND DETAIL ON:I A READILY VISIBLE,DURRABLE SIGN IN4 OR ADJACENT TO THE DOOR KOROGUARD CORNER GUARD WITH 10 DIAMETER POWDER ACTUATED TYPE STATING"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS 3518'METAL 3' : FASTENERS AT P-0'ON CENTER MAXIMUM. 1148 PR 3'-DWI" POLYMERCELL B MANUF STL 1 J2 H2 P-9 NA MANUF NONE ELIASON DOOR MODEL*PI I PLUS-0OLOR#110 GRAY-NO SCUFF PLATES REQUIRED HOURS."(CBC 1003.3.1.8) STUDS @ 18"O.C. TRACK TO BE SAME GAUGE AS STUDS. PC2 12. PANIC HARDWARE,WHERE INSTALLED,SHALL COMPLY WITH THE CONT.ACOUSTICSE(,fl.ARTBOTFISIDES FIRE" 114C NOT USED REQUIREMENTS OF UBC STANDARD IO-0.THE ACTIVATING MEMBER )( SHUTTER CURTAIN - RESISTANT JOINT SYSTEM AT FIRE RATED PARTITIONS SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES MORE K 5/8'GYP.BD. SHUTTER RAILS -y" 114D 6'-0'XV-V STL D P-11 STL MANUF A H4 P-11 MANUF 114 KEY#2 OVERHEAD DOOR(NOT MOTORIZED). TYPICAL.PARTITION THAN 441NCHES ABOVE THE FLOOR.THE UNLATCHING SHALL NOT 116 3'.0"XT-0" HM A P-11 HM 1 J1 H1 P-11 2 115 KEYft3 ELECTRICAL ROOM VERIFY REQUIREMENTS. EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL.(CBC _ s .�. s - - .»> _.�.� .�_.-"_ �,=m. ::::= 1003.3.1.9) APPLY WP-1 PRIOR TO �A PARTITION HEAD AND SILL ��� DOOR SCHEDULE 'GENERAL NOTES: MOUNTING GATE 4 SCALE: 1 1/2"=1'"0" SCALE: ," „� _ a ai xuwa uu::. wu iww;n a ualwxxwam a uuu x xu;u� - 18 GA.3&8 METAL STUD A. WHEN THE DOOR IS FULLY OPENED A MINIMUM CLEAR WIDTH OF 36 ^ INCHES IS REQUIRED FOR PASSAGE PER CBC 1118B.1. SEE K4lA-801 FOR HEAD DETAIL SIMILAR I SEE K41A-801 FOR HEAD DETAIL SIMILAR 1 �`--� SEE K4fA-0Ot FOR HEAD DETAIL SIMILAR SEE K41A-801 FOR SEE K41A-801 FOR HEAD B. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS 1 BACKER ROD 8 SEALANT WITH NO GWB WITH NO GWB SEE KMAgWt FOR HEAD DETAIL SIMILAR WITH NO GWB HEAD DETAIL DETAIL WITH NO GWB 8'-0'AP.F. FOR EXTERIOR DOORS AND 5 POUND FOR INTERIOR DOORS. EXTENMARLITE TRIM EXTEND GYPSUM WALLBOARD RC. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED EXTEND GYPSUM WALLBOARD TO W EXTEND GYPSUM WALLBOARD TO V EXTEND GYPSUM WALLBOARD TO 6" EXTEND GYPSUM WALLBOARD TO B" WALLBOARD UM30 ALUMINUM STOREFRONT ABOVE CEILING ABOVE CEILING ABOVE CEILING ABOVE CEILING WALLBOARD FULL FULL HEIGHT g BETWEEN DOORS ES AND E HAND ABOVE THE FLOOR.LATCHING AND IY J WINDOW SYSTEM HEIGHT LOCKING DOORS THAT OPENHAND ACTIVATED ANDE THAT FORTBE IN A EVER H J u OF TRAVEL SHALL BE OPERABLE WITH ASINGLE EFFORT BY LEVER-TYPE - LINE MARLITE PP-1 BELOW a 1X WOOD CAP HARDWARE,PANIC BARS,PUSH-PULL ACTIVATING BARS,OR OTHER 3 u-CEILING CEILING CEILING CEILING PAINTED CEILING CEILING " HARDWARD DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE 'I 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 1 SCALE 3"=1'-0" LEAST 3 SECONDS TO MOVE TO A POINT 31NCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. 3 U 20 GA METAL 3518"20 GA METAL H�3518"20 GA METAL STUD 20 GA METAL STUD 3&8"ZO GA METAL STUD 3518"20 GA METAL STUD 6"20 GA METAL STUD & STUD STUD E PROVIDER SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE IS t ` LINE OF WALL BELOW PROVIDED AT THE MAIN ENTRY DOORS STATING:'THIS DOOR TO REMAIN 9 ,.. >"` .-UNL(JCNED DURINGEUSINESSTIOyRS". .:., 11 BRAKE METAL FILLER TO MATCH t47S'f 4114" 4 718' 7114' 47I8' g718" 71/4' F THE FRONT ENTRY SLIDING DOORS SHALL COMPLY WITH UBC STANDARD STOREFRONT .-.- _. ^, 10-1 a q H 3&V 20 GA MTL STUDS 8'20 GA MTL STUDS@16'O.C. 35/8'20 GA MTL STUDS V20GAMT_STUDS@16"O.C. PC2 ,Ins W_ --��•- ' -•'" ->--' H I' ,� 3 516'20 GA MTL STUDS @ IV 3&8'20 GA MTL STUDS @ IV IW O.C. •G W,B @ IB'O.C. 3 5187 ZO GA MTL STUDS @ IV FRAMING NOTE O.C. O.C. 5/8.G.W.B. O,C, &8"G.W.B.ONE SIDE ALUMINUM STOREFRONT &g'G.W.B. 5I8'M.R.G.W.B.TOILET WVM.R.G.W.B.TOILET ROOM SIDE StVM.R.G.W.B.ON TOILET 1.ALL METAL STUDS ICBO#ER-0943P STRUCTURAL STEEL T. &A"GWB EACH SIDE ROOM SIZE &A"G.W.B.EACH SIDE &B"GWB.EACH SIDE RAOM SLOE FRAMING SYSTEM OR EQUAL. WINDOW SYSTEM •L„ 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 TEN s 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 K41A4101 FOR BASE SEE K4/A-WI FOR BASE SEE K4/A601 FOR BASE CONDITION SEE K41A-801 FOR BASE CONDITION SEE K41A-601 FOR ARSE CONDITION SEE K4/A601 FOR BABE BEE K4/A601 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.U/65)IF RATING IS REQUIRED 1 HOUR RATED(UL DESIGN N0.U465)IF RATING IS REQUIRED STRIPS ATTATCHED TO EVERY STUD WITH(3)#10 TEK SCREWS W O ON BOTH SIDES(STRAPPING TO START AND END ON SOLID I BLOCKING @ 4'-0"O.C.VERTICALLY. AS SHOWN Al AS SHOWN A2 AS SHOWN A3 AS SHOWN A4 AS SHOWN AS SHOWN B2 ASSHOWN 4.CONNECT STUDS TO PARCELS WITH SHOTPINS AND 20 GA N G 4112° £ MIN.CLIPS AT 24"O.C.EACH STUD. Fx 47I8" A C SAME AS Al WALL HEIGHT B 1 GSAME WB AS 8 ONEWITH MOISTURE RESISTANT 5.&8'GYP BOARD TO BE ATTACHED WITH#8 PAN HEAD G C7 ❑ SCE. REWS AT 12"O.C.VERTICALLY TO EACH WALL STUD.INSTALL _ HORIZONTALLY WITH STAGGERED TIGHT BUTTED JOINTS. uu --. . umuuamn.. na..... .xuuxn m......�au�wwx.. '++++nm... ...........mm� mro =->�ra»uw,wx«» ..... ... _.. UJI _...x - .xs�. SA ME AS B NOT RATED `":=saw,emsr �,.>- :znw�ww°x �i_ xmi --mo - ---...._ate 3 PLAN DETAIL PARTITION TYPES W G 1 SCALE 3"=1'-0" G4 SCALE: 1 1/2'=1%0" Ba SAME AS B1 NOT RATED � .�., -svx ... rcammw. nnw avauuan wwmammlwavwxsmnw�ae t�� - PARTITION - - .,., _ �u ., =tea - a � a _ invn as nomwnnunnaoeao maren w „�: Q '�^ �I SEE PAR `W` A/, O TYPE r W 518"GYP.BD. A V Z BATT INSULATION BLOCKING �/ y F OVER HEAD DOOR 12 ', . 11p" F J J 4112" 12° LINE OF PP-i CONNECTION 112' 12" W 44 PANEL SYSTEM a / r CONT.SEALANT WOOD BLOCKING All '_ (TYp) LU ALUMINUM STOREFRONT STRUCTURAL 6i �" Y REQUIRED / BATE �- WINDOW SYSTEM BRICK BEARING 5718" FRAME PAINTED 5718" r _ INSULATION _ WELDED METAL � Q BACKER ROD 8 I MTL.STUD J BACKER ROD 8 SEALANT SEALANT P.T.WOOD 5/r GYP.BD. a DOORJAMB J,Z&8"GYP.BD. MARLITE TRIM BLOCKING pi BLOCKING HL ANCHOR MTL.STUDS INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION & SHIM STRUCTURAL PANELING WHERE _ N BRICK BEARING_ 2X4 WOOD BLOCKING SHIM E SEALANT SCHEDULED � _ BACKER ROD SEE PARTITION TYPE E BACKER ROD AND SEALANT NT.SEALANT& . INSTALL WP-1 PRIOR TO GATE AND SEALANT BACKER ROD(TYP.) 3" V BLOCKING INSTALLATION - WELDED METAL MARLITE EDGE E FRAME PAINTED P-11 12. 12' PIECE 11Y 112" 3&8'METAL STUDS SHUTTER RAILS ?s 3" 5 7/8" DOOR JAMB ANCHOR 5 Tie" @18'O.C. 3 SHUTTER CURTAIN • H3 J3 CONT.SEALANT MC 12x35 STEEL M P.T.WOOD PAINT STEEL ANGLE - (TYP.) WP-1,INSTALL PRIOR TO KOROGUARD CHANNEL FRAME BLOCKING EXTERIOR HEAD CONDITION P-11 EXTERIOR JAMB CONDITION wELDeD METAL MOUNTING THE GATE CORNERGUARD PAINTED P-11 I FRAME PAINTED 18 GA 35/B METAL € MC12x35STEEL 117 1'-0" DOOR 5718" QUOR 5718, STUD 9 a 12" 1'-0" .�I CHANNELFRAME D m Q CONT.SEALANT PAINTED P-11 O.H.DOOR RAILS 6114"AT RR DOORJAMB SEO ARO H4 J4 H1 ANCHOR J1 D EXTERIOR HEAD CONDITION EXTERIOR JAMB CONDITION a+OERS L#13 INTERIOR HEAD CONDITION INTERIOR JAMB CONDITION °°="�`^'°' a D1 PLAN DETAIL D A HEAD&JAMB DETAIL w n SCALE:3"=1 0' �'F SCALE. 3"=1-0" �nm xx � �o �xx..x „x „ 6" Z-D" 1W TEMPERED HARDWARE SET NUMBER I(FORALUMINUM DOOR#t00A AND#1008-BY HARDWARE BET NUMBER5(#106 AND#107) m GAS " RITE AID) 6' 6" 1-%PAIR BUTTS,STANLEY 412'X 4-112"FBB 191XUS 26D (I 1 CORBIN-RUSSWIN CYLINDER WITH THUMB LATCH 1 CLOSER,CORBIN-RUSSWIN DC 6210 X 689 X M54 g / N ALL OTHER HARDWARE BY AUTOMATIC SLIDING ENTRANCE DOOR ILOCKSET,CORBINRUSSWIN CIE 3320 NZD X 626 X 23/4•B.S.(PRIVACY) a REVISIONS O O / = SUPPLIER 1 WALL BUMPER HS IVES 406-1/2 X MS XPA 28 C=' C HARDWARE SET NUMBER 2(#103,#104,#116) 0 CBI OS 04-07 ,w 1FLOOR BUMPER 40612X PA 28X H8-IVES HARDWARE SET NUMBER 6(#101 AND#114A) � PC2 05-24-07 V, WP-1 ® 4 4i 1-12 PAIR BUTTS,412X412STANLEY EBB 191XUS 26D NRP 1-Y PAIR BUTTS,STANLEY EBB 191X41l2"X4112'X11528DX NRP 1 CLOSER,CORBIN-RUSSWIN DC 6210X 689 X M54 1 CLOSURE,CORBIN-RUSSWIN DC 6210 X 685 X M54 WITH 105 DEGREE B 2X4 WOOD BLOCKING 1 LOCK,CORBIN-RUSSWIN CL 3357 NZD X 626 X 2 Ve B.S.(STOREROOM) HOLD OPEN WITH WIND CHAIN &8"GVP.BD. SHUTTER CURTAIN _ 1 LOC13 KAATCH GUARD-IVES LG13 US32D JB IVES 115 AND SLEEVE PROTECTORS,THROUGH BOLTED FLUSH IMPACT FLUSH 1 PUSH PLATE-IVES#18200-6-US32DdX16 DOOR#103 1 THRESHOLD,REESE Sd86 AN X 36"X EXP SH 8 LL FROSTED PLEXIGLASS �± A^'AO'JED r MARLITE PP-2,WP-t A B C F G H 1 DOOR PULL-IVES#8303E8EUS32D4X16 DOOR#103 1 SET WEATHER-STRIPPING,REESE-DS78X77 -P95 rOR PLIirAi.ISSUANCE MEET@CORNER. - - - - WF2 - - 1DOOR VIEWER,STANLEY(MOUNTED 601 A.F.F.) SCOTT FAZEKAS&ASSOCIATES,INC, ® UJI Q USE MARLITE TRIM 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(1N09A,#1098,#114C) MARC KAPELUS,KAPLOSS SECURITY INC.,15&36 CROSS BAY BLDVD, i'--•DATE. APPLY MARLITE AND#114A,ARE TO HAVE 4" g HOWARD BEACH,NY 11414,PH(800) 548-7486.FX(718)32203131, - t hOv'I`-pn reviewed for adherence t0 the HEADS ON THE FRAMES. t FLOOR BUMPER 40612 X PA 28 X HB4VES BLIDIV@AOL.COM. ->des z H or lance. Authorization is B g PRIOR TO MOUNTING 1-1/2 PAIR BUTTS.4-12 X 4-12 STANLEY EBB 191 X US 26D NRP _i J 1v Issue a b„ild,n 1 GATE 2" 2" all a livable Crt, D Permit pending = tv 2 OOR WIDTH 2 OR WIDTH B 1 CLOSER,CORBIN-RUSSWIN LTC 621OX 689 X M54 - Pp yaganvlas 1 SHUTTER RAILS 1 LOCK,CORRBIN-RUSSWIN CL 3357 NZD X 626 X 2 314'B.S.(STOREROOM) ce or grarUn F of a permit based on Q INSTALL / / / 1LOCI0LATCH GUARD-IVES LG73 US32D .+^-�::o'these plans s..afl not be construetl to BACKSLIDE OF TRACK ( ) p"'xl:f .:r approve any v9olation of the ap^,livable W BACKSIDE OF TRACK HARDWARE SET#7 109D cod.;;nr o:d6;ance- No ermit resumed to give - ABOVE 7A' a 1LOCK,CORBIN-RUSSWIN#CL,3357NZD X 626 X 2 314'B.S. aWhcri!y tc violate or cancel the provisions of such PROTOTYPE 2 6"METAL STUDS 18 GA.3&8 METAL (STOREROOM) codes srall oe valid. 107 X 163 @ 16"O.C. STUD / El § HARDWARE SET NUMBER (0108) 1 PAIR BUTTS-3112 X312"STANLEY FBB191 X US 26D.NRP STORE NUMBER PP-2 TO T-1"A.F.F. / ��Ir 1 FLOOR BUMPER 406112 X PA 28 X HB-IVES /U) I� 1.12 PAIR BUTTS,4-12 X 4-12 STANLEY FBB 191 X US 26D HARDWARE SET NUMBER 8(ROOF HATCH,OVERHEAD DOOR CHAIN KEEPER) V/ ACCESS PANEL I 1 DOOR PULL-IVES#8303-&US32D4Xi6 1 PADLOCK-CORBIN RUSSWIN#1C PL5180 W D PROJECT NUMBER ROLLINGGRILLE BREAKAWAY PANEL 1 SIMPLEX L-1000 SERIES PUSHBUTTON LOCK, A a RAIPD0001 A D E J MODEL#LR1021C26D FRAME FRAME 1 CLOSER,CORBIN-RUSSWIN DC 6200 X689 XM54 0 A801 0 Al PLAN DETAIL Aw DOOR AND FRAME TYPES Al HARDWARE SETS SCALE: 3"=1'-0" -r SCALE: 1/4"=1'-0" SCALE: NO SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 xxa xxaa 1 — 2 3� 4 5 6 7 8 9 10 11 12 13 14 15 �� 16 "KEYED NOTES: .. O INSIDE FACE OF GLAZING TO BE COATED WITH wF-1 " M O 1"CLEAR INSULATED GLAZING. M 'O TE.PEREDCL— LASS AS SUPPLIED BY THE G.C. RINers ® EXTERIOR ALUMINUM STOREFRONT SYSTEM. SF 2852 Kelvin Avenue Irvine,CA 92614 O SURROUND FRAME WITH BACKER ROD 8 SEALANT. 949J53.7676 T 949.753.7678 F 5 OINTERIOR ALUMINUM STOREFRONT SYSTEM. SF-2 - wdpanners-corn OCONTINUOUS INSULATED ALUMINUM MULLION CLAMP W/CONCEALED FASTENERS FINISHED TO MATCH FRAME. O BULLET RESISTANT DRIVE THRU WINDOW UNIT-SUPPLIED AND Atlanta - INSTALLED BY DIEBOLD(RITE AID)-GA TO VERIFY MOUNTING HEIGHT Boston _ WITH MANUFACTURER AND LOCAL ACCESSIBILITY CODES.G.C.TO Chicago L COORDINATE WITH THE MANUFACTURER, Es—F- L Columbus Dallas 9 AUTOMATIC SLIDING DOOR SEE DOOR SCHEDULE. Los Angeles Miami 0 DOOR TRANSOM PROVIDED BY DOOR MANUFACTURE. 10 Sacramento 11 INSIDE FACE OF GLAZING TO BE COATED WITH WF-31F REQUESTED OR iE APPROVED BY RITE AID REGIONAL CONSTRUCTION MANAGER. _ K K' 10'.9112"UNIT T-31/2'UNIT CL i J 3'-7117 3'611T (L F-712' 3-7314" ! 3'-734" 6-V 5'-0" J B 6 1/4' 4- _I 112" lie 12'-0" 114" 4'-1112" 114' c UNIT UNIT N O3 O O O O g6 to E.Q EA E.O. E.O. E.D. E.D. E.O. EA _ OL rt UN—IT B 5 '3 1g 5 � 6 5 = N 'r- O O O 2"(T P) =t J j� FI., ,N O O 2-(TMP' CL 2"(TYP FDDD 3 3 2"(TYP)f zv O Ti, A H v EEo O ° 4 [C3 O "� O Y�YP, �_ �_ - H b n O O a O O O O 1 3/4" a ^ (D O « « 6 O O O O 6 ry FINISH FLOOR w Q 9 > L6 'I O O O O O O G � C �� .. w L) G3INTERIOR GLAZING TYPES ❑_ SCALE: 1/4-1'0" F- wZ Q F J J 18'6"M.O. a w € r 1/4" 19'J tl't"UNIT 114" 114' 18'-7112"UNIT 114" = Q w r. (i ri. rt rt 4 q Y T-3114" V-21W 3'-21/4' 3'-2114- 3'-2114" T-31W 3'-1" 3'-1' 3'-1" T-1" r' J 4 5 4 5 F 15-2114" O O O O O 2"(TYP) 4 O O O O O O 2"(TYP) M.O. "e lie 16'-13/4' 114' - 410 UNIT 47CY E 114" 5-012 5'" -2111 E 5 � � B 1314' . y Dr 7 FINISH " BO ARO p FLOOR t., U �a5 N//F JG�'Y1RI5IOPHER K.O� DDEaaOitAe OF O OH i MAY 33 2007 G 7 ui i 114" 14'4T M.O. 114" REVISIONS 8'-11314' -113/4' ='•PPROVED C 6' i 12'-0'UNITFOR HMiT ISSUANCE (,` SCOTT FAZ 8 ASSOCIATES,INC. _ ' � 4 EQ. EQ. EQ. EQ DATE----- V 13 2 11 2 11 f 114 3'-012" l4" 1/4 3'-812' e`��' 'rs h"+ve h n reviewed far adherence to the codes 'd o•dinance. Authorization Is 7�) UNIT 10 5 UNIT ? nntetl:o 'sue a building permit pending ti�pn.va uy all aPPii b'e City agencies. o L: 2'ln'PI 'r+e i=suance or ranting of a permit based on i ❑ ❑ ❑ -p-r vat of these laps shall not be construed to Q. 2 71 O H O O O O O t pern�d or aPProv any viol. NOerrnit oresumedtlo gbve A M q z su�tiori�r toraiol3 or an el the provisions of such E3 aP 2"(TYP) r- — Lr" 57 codes shall be va;id B Y 1 2 1 2 - O § O O O O 2 >o ( El 1314" O n B Cn- b T �( ® w a Y f 5 m 5 4 O O O O 4 5 PROTOTYPE r FINISH g 107 X 163 L 9 FLOOR STORE NUMBER r OA OB OC OD 10 WD PROJECT NUMBER O A RAIPD0001 Q nT Z EXTERIOR GLAZING TYPES A SCALE: 1/4"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 1� 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 KEY MANUFACTURER DESCRIPTION PRODUCT COLOR DIMENSION LOCATION ADDITIONAL INFORMATION VENDOR i z AC-1 ACOUSTIC COLLINS ARMSTRONG GEORGMN(163) AXIOM 10",PS GRID:PRELUDE XL 15116' 7%1' DROP DISC DVERWARING AREA,GENERAL AC-2 ACOUSTIC CEILING ARMSTRONG GEORGIAN(763) PRELUDE 15116'-TILE AND GRID TO BE PAINTED P-2 7X4' VENDOR 1 RN M O AC-3ACRYLIC LENSE ALP LIGHTING COMPONENTS ALP45A 117X 112"X 1/2'WHITE PANEL 23 T4'X 47314' VENDOR 4 MAC4 ACOUSTICCEILING ARMSTRONG CLEAN ROOMA(870) GRID:PRELUDE XL1&i6' 7X4' HAND DIPpers Gf CARPET MATWORKS MW#1344004144OW41 STEADFAST GRAY 17ROLL PHARMACY WAITING AREA VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. 2852 Kelvin Avenue C-2 WALK-OFF MAT MATWORKS STICKS&STONES IFX18"X318' VESTIBULE VENDOR 23 PROVIDED BY RITE AID INSTALLED BY G.C. Irvine,CA 92614 VENDOR 23 949 753 7676 T C3 ANTI-FATIGUE MAT MATWORKS PREFERENCE EZE COLOR:SILVER 18"X18'X314' PHARMACY PROVIDED BY RITE AID INSTALLED BY G.C. 94175D678F CT-1 CERAMK;TILE DAL-TILE CO.,INC. CERAMIC TILE SIERRA SERIES ASPEN 015251 GROUT:TEC-DELORREAN GRAY 8"x8" RESTROOMS VENDOR 22 Nr RADIUS COVE BASE P-3689 wdpartners.wm CT-2 CERAMIC TILE B&W CERAMIC TILE S36191,WHITE 6'XB' MEZZANINE W RF-1 RESILIENT FLOORING POLYFLOR EXPONA RA#6161 MAPLE 4)W PHARMACY VENDOR 34 REFER TO ARCHITECTURAL DETAIL ON A-102 RF-2 RESILIENT FLOORING ARMSTRONG TRANSLATIONS #34882 WHEAT VT X77-V PHOTO VENDOR 2 _ Atlanta RF3 RESILIENT FLOORING ARMSTRONG MEDINTECH TANDEM 87497 BRUSHED SAND 6'S'X77-V HAND DIP VENDOR 2 Boston L u Chicago VCT-1 VINYL COMPOSITION TILE ARMSTRONG 51873 BRUSHED SAND 17XIT GENERAL FLOORING VENDOR 2 NOTE:QUARTER TURN INSTALLATION;REFER TO ARCHITECTURAL DETAIL ON A-iD2 L Columbus VCT-2 VINYL COMPOSITION TILE ARMSTRONG 51839 FORTRESSWHITE 17X 12" COSMETICS VENDOR 2 NOTE:QUARTER TURN INSTALLATION;REFER TO ARCHITECTURAL DETAIL ON A-1D2 Dallis Los Angeles VCT-3 VINYL COMPOSITION TILE ARMSTRONG 51805 CAMEL BEIGE 12'X 17 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,STOCK ROOM _ Sacramento rn TSt RESILIENT FLOOR TO CARPET TRANSITION JOHNSONYTE CTA-20-C PHARMACY VENDOR 22 NOTE;VERIFY ALL FLOORING HEIGHTS PRIOR TO ORDERING TRANSITION STRIPS 0 TS-2 NOT USED a-i T,3 VCTTO RESILIENT FLOOR JOHNSONITE CTA-211,A PHARMACY VENDOR 22 - Z VENDOR 22 4� TS4 CARPET TO SEALED CONCRETE JOHNSONITECTA-ZOJ CONSULTATION AND RECIEVING ~ TS5 VCTTO RESILIENT FLOOR JOHNSONITE CTA-20-A PHOTOAREA VENDOR 22 K w CB-1 SEE FIXTURE SCHEDULE SEE FIXTURE SCHEDULE FIXTURES VENDOR 22 K I'I CB-2 COVEBASE JOHNSONITE VINYL 20 CHARCOAL 4' GENERAL VENDOR 22 m ENDOR 22 C&3 COVE BASE JOHNSONITE VINYL 130 SISAL 4' RESTROOMS CRA CHAIR RAIL RESIN-ART FLEXIBLE MOLDING 0T-WM297 PAINTED P-10 11116".TAT WAITING AND CONSULTATION VENDOR 25 CHAIR RAIL TO BE MOUNTED 37 AFF TO CENTER.THE CHAIR RAIL SHOULD BE INSTALLED THEN PAINTED. FRP-0 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'X8' JANITOR,SUPPLIES VENDOR 24 FRP-3 RBERGLAS REINFORCED PANEL MARLITE FRP P-151 COLOR:LIGHTGRAY 4'X 8' HAND DIP VENDOR 24 PP-1 PREFINISHED PANEL MARLITE CONNECTIONS 44 TOP:PL3(1'-4'HIGH)BASE:Pl.WITH-1114'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 AT4112"AFF AND 2'BUMPER BETWEEN LAMINATE COLOR BREAKS.COLOR SW-7082 PP-2 PREFINISHED PANEL MARLITE PLANK GLAZE:PLK 193 RAWLINS 16'WXS-0Ti X 114'T GENERAL VENDOR 24 J WP-1 WALL PAPER I KOROGUARD CORNER GUARD KORDSEAL 582"1 AND 875 NAVAJO WHITE(WALL PAPERY K-4 BALSA(RAWC-01 IRACG)(CORNER GUARD)PRODUCTS SPECIFIED FOR RITE AID 54"X30YARDS PHARMACY VENDOR21 INSTALL EXTRUDED CORNER GUARD FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS. JI WP-2 WALL PAPER I KOROGUARD CORNER GUARD KORDSEAL CHIMAYO SERIES #C521-27,MAZE. 30 YARD ROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD GS75,COLOR SILKWORM#K47 FROM FLOOR TO CEILING ON ALL EXPOSED OUTSIDE CORNERS AND WHERE INDICATED ON PLANS WP3 WALL PAPER I KOROGUARD CORNER GUARD KORDSEAL CHIMAYO SERIES r,0-84,CACTUS. 110-30YARDROLL CONSULTATION ROOM VENDOR 21 INSTALL KOROGUARD CORNER GUARD GS75,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 5D%BEIGE FINISH:SEE SPECIFICATIONS GENERAL,BULK HEAD VENDOR 28 III,.... P-2 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS RACW5787 LT GREEN FINISH:SEE SPECIFICATIONS GENERAL,BULK HEAD VENDOR 28 !u':. P-3 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW65000PENSEAS FINISH:SEE SPECIFICATIONS PERIMETERSTRIPE VENDOR 28 P4 PANT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6811 HONORABLE BLUE FINISH:SEE SPECIFICATIONS PERIMETERSTRIPE VENDOR 28 PS PAINT SHERWIN WILUAMS SEE SPECIFICATIONS RACW216 BURGUNDY FINISH:SEE SPECIFICATIONS PHOTO VENDOR 28 PS PANT SHERWIN WILLAMS SEE SPECIFICATIONS SW6424 TANSY GREEN FINISH:SEE SPECIFICATIONS I PHARMACYWATTING VENDOR 28 P-7 NOT USED H z PS PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SM12CREAW FINISH:SEE SPECIFICATIONS PHARMACY,BACK OF HOUSE VENDOR 28 H o- VENDOR 28 P-9 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW0055 LIGHT FRENCH GRAY FINISH:SEE SPECIFICATIONS PERIMETER STRIPE VENDOR 28 B P-10 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6114 BAGEL FINISH:SEE SPECIFICATIONS METAL HOLLOW,CORE DOORS � a P-11 PAINT SHERWINWILLIAMS SEE SPECIFICATIONS SM124 CARDBOARD FINISH:SEE SPECIFICATIONS EXTERIOR SERVICE,DOORS VENDOR 28 j 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 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 `M P-16 PAINT SHERWIN WILLIAMS SEE SPECIFICATIONS SW6107 NOMADIC DESERT FINISH:SEE SPECIFICATIONS EXTERIOR VENDOR 28 N G PL-1 LAMINATE WILSONART 4661SD IRON LEGACY FINISH:TEXTURED(FOR REFERENCE ONLY). FILL STATION BASE G 1 Q PL-2 NOT USED PL3 LAMINATE WILSONART 417060 BEIGE PAMPAS FINISH:TEXTURED(FOR REFERENCE ONLY). PHARMACY DROPOFFANO PICK UP W PLJ LAMINATE WILSONART 1763-60 BRUNE SLATE FINISH:TEXTURED PHOTO&CHECK OUT,ALL COUNTERS Q W w PLS NOT USED O W PLS NOT USED _ PL-7 LAMINATE WILSONART 7908-M SANIBEL MAPLE FINISH:TEXTURED(FOR REFERENCE ONLY). NOT USED W ) O g PLS LAMINATE PIONITE WW791S HARD ROCK MAPLE FINISH:TEXTURED(FOR REFERENCE ONLY). PHOTO&CASH WRAP r LU Z PL-9 NOT USED Y '^ PL-10 NOT USED Q J F PL_11 NOT USED F W PL-12 LAMINATE NEVAMAR WZ3001 T XANADU BLUE BAMBOO FINISH:TEXTURED(FOR REFERENCE ONLY). r SF4 STOREFRONTSYSTE4 KAWNEER TRFFAB 451T ANODIZED ALUMINUM(CENTER PLANE GLASS). EXTERIOR VENDOR 20 4M LU Y �y SF-2 STOREFRONT SYSTEM KAWNEER TRWAB 450 ANODIZED ALUMINUM(CENTER PLANE GLASS). INTERIOR VENDOR 20 c2 SF-3 STOREFRONT SYSTEM DIEBOLD 121-13 BULLET RESISTANT VISION WINDOW WITH TRANSACTION DRAWER PHARMACY VENDOR 10 T J WF-1 FROSTED WINDOW FILM SCOTCHCAL M5-324 FROSTED CRYSTAL GENERAL - o WF-2 FROSTED PLEXIGLAS PLEXIGLAS PS5 FROSTED PIEXIGLASS 114' CONSULATION FROSTEDONE3IDE LL STARUTESL-180 INTERIOR GLAZING TYPES"A'AND.E WF3 WINDOW FILM SUNSCAPE SELECT SRSS220XK USED ONLY AT DRIVE-THR - WIND VENDOR 35 N.TA:VERIFY WITH RITE AID RCM IF WINDOW FILM IS REQUIRED. r � } STN-1 STONE VEENER EL DORADO LIMESTONE PASADEN4 EXTERIOR WALLS CMU-1 CONCRETE MASONRY FP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 8'XB'X 16' BUILDING BASE VENDOR 14 - CMU-2 CONCRETE MASONRY EP HENRY HOLLOW STRETCHER 1 SCORE COLOR SMOOTH EARTH TONE 21 4'XB'X 18" BUILDING BASE(DRIVE THRU) VENDOR 14 RP-1 RESTROOM PARTITION ALTERNATE ONE SANTANA PLASTIC PRODUCTS HINY HIDERS COLOR:MOONLIGHT RESTROOMS VENDOR 29 F RP-1 RESTROOM PARTITION ALTERNATE TWO HADRIAN SOLID PLASTIC COLOR:185 OYSTER SPECKLE RESTROOMS VENDOR 17 r� 7 �gED ARCy7T D MP-1 PREFINISHED PANEL CITADEL ENVELOPE200D PANEL COLOR:SHASTA WHITE REVEAL COLOR:CLEAR ANODIZED DRY FIT SYSTEM,112'REVEAL ENTRANCE FACADE VENDOR 12 ALTERNATE ATAS OMEGA LfTEPANEL VENDOR 72 ALTERNATE:ATAS OMEGA UTE PANEL MRIBTOPNERK i MP-2 PREFINISHED PANEL CITADEL KYNAR 500 PANEL COLOR:SIERRA TAN,II7 REVEAL ENTRANCE FACADE , oOEscHLAG t a SFT-1 SOFFIT BERRIDGE FW-12 COLOR:SHASTA WHITE WITH GROOVES 17WX1.5"D CANOPY SOFFIT ALTERNATE:ATAS(BONE WHITE) K VENDOR 3 4 CP-1 COPING ATAS EDGE LOCK FASCIA COLOR:MEDIUM BRONZE COPING OVER BRICK � - CP-2 COPING ATAS EDGE LOCK FASCIA COLOR:BONE WHITE ENTRANCE FACADE w CP3 COPING ATAS EDGE LOCK FASCIA COLOR:RE FLEX BLUE DRIVE THRUI ENTRANCE CANOPY VENDOR 3 FINISH MATERIAL SCHEDULE, MASONRY SCHEDULE,AND STOREFRONT/GLASSING SCHEDULE a MAY 23 zoos D SCALE: NONE - nnnw. >......vim., ® ® c — �„x ...... ...... .--v�a�sca: ..-„�. - un �„.aai.. ' REVISIONS 4 C C ® HD1 05-16-07 0 0 0 APPROVED FOR PERMIT ISSUANCE 0 SCOZ FAZEKAS&ASSOCIATES,INC. 0 'Y DATE 0 B e�i:;ss hive been reviewed for adherence to the 0 codes and ordinance. Authorization is B need to tisue a building permit pending 0 -, all applicable City agencies. 13 --ance or granting of a permit based on ,6pruva:of'It-,se plans shall not be construed to pe,md or aNprove any Violation of the applicable coded-or ordinance. No permit presumed to give PROTOTYPE authority to violate or cancel the provisions of such 107 X 163 W codes shall be valid. STORE NUMBER J D WD PROJECT NUMBER A:..,... RALPD0001 W A A803 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 �� ,��x ... �.... , x 1 2 3 4 5 6 7 8 9 10 11 12 13 v 14 15 16 9 TO CONTROL CiPV.,S .GENERAL NOTES: TO CONTROL OPERATION OF DCP-1,PUMP ON AT A. COORDINATE NUMBER OF DRAINS REQUIRED AND EXACT LOCATIONS 130°F,PUMP OFF AT 145°F DESIGNATION DCP-1 SUPPLIER WITH FREEZERICOOLER M WIRE BY TYPE INLINE CIRCULATOR 145'F TO 3 COMPARTMENT B. SEE SHEET MEP-101 FOR ADDITIONAL MECHANICAL,PLUMBING AND M /. DIV 16 1l2"DHWR CONSTRUCTION ALL BRONZE SINK AND JAN SINK ELECTRICAL INFORMATION. p a r l n P�CS TEMP RELIEF BTU `.C, COORDINATE WITH CIVIL DOCUMENTS FOR SITE UTILITIES. TO CAPACITY 2 GPM @ 6 FT.OF HD 2852 Kelvin Avenue LAVATORIES FIXTURE TANK VALVE INPUT �/ Irvine,CA 92614 SIZE ENT LVG PSIG VOLTS PHASE MANUFACTURER MODELNUMBER REMARKS MAX.TEMP.(°F) 225 KEYED ED NOTES ,;I 949.753.7876T WORKING PRESSURE(PSI) 125 O GAS SERVICE WITH GAS METER AND PRESSURE REGULATOR PROVIDED II 949.753.7678 F 1 BY LOCAL GAS UTILITY PROVIDER.PROVIDE SCHEDULE 40 BLACK STEEL 314"VACUUM RELIEF SEE DETAIL At ON THIS SHEET MOTOR(WATTS) 41 wdpartners.com 11, VALVE,200 PSI,ANSI HWH-1 40 GAL 55 145 125 120 1 65,000 BRADFORD-WHITE M-2-XR504T6FBN GAS DISTRIBUTION SYSTEM AS SHOWN.PROVIDE DIRT LEG,GAS COCK, FOR ADDITIONAL INFORMATION. ELEC.CHARA.(VIPH/H 115/1/60 221.22,WATTS MODEL n AND CONTROL VALVE TO EACH GAS UNIT IF NOT PROVIDED BY THE UNIT #N-36 OR EOUAL.6"ABOVE FLANGES 314"NPT MANUFACTURER. DCP-, TANK WATER LEVEL. Adana DESIGN BASED ON BELL&GOSSET O 1-1Y1"WATER ENTRY INTO BUILDING.PROVIDE WATER METER,REDUCED _ MODEL NBF-9U PRESSURE PRINCIPLE BACKFLOW PREVENTION,314"NON-POTABLE Boston IRRIGATION LINE,AND SUB-METER UNDER STAIRWELL.REFER TO DETAIL Chicago L 4"TYPE"B"VENT E70 ON SHEET P202. L UP THROUGH ROOF - Dal as s _ I O 4"SANITARY SERVICE TO BUILDING. Los An geles DCW --g;. .. n:,,.,»=n 0000�oce �� *n nnn-:wm .�x..,r- ,v.y maaor�� mmmre.n n�mm� NOT USED. Miami SUPPLY A O Sacramento �� GAS FIRED WATER HEATER SCHEDULE �� RECIRCULATING PUMP SCHEDULE DCP 1 PIPE1-1YPVCDRAINLINESFROMCOOLERSIFREEZERSTOSTAND TEMPERATURE SCALE. NTS a SCALE: N.T.S. _(D PIPES.REFER TO DETAIL K1 ON SHEET P201 AND PRESSURE EXPANSION TANK FOR POTABLE \ --= -. .....��ss »„„„.x"r�T --- .,..-:: m vim---------•--- -- i ,v....,.ae. a i __ _. »—�- .�: - RELIEF VALVE WATER,NSF LISTED,MIN.3.1 GAL 2 O PIPE SILVER RECOVERY DISCHARGE TO SUPPLIES SINK P-TRAP.REFER TANK VOLUME,MIN.75 GAL TO DETAIL H,ON SHEET P202. ACCEPTANCE,WATTS PROVIDE HOSE BIBB.COORDINATE LOCATION WITH RITE AID E�aDET-12 APPROVED EQUAL. ,��O CONSTRUCTION MANAGER.REFER TO SHEET P202 FOR PLUMBING PIPE RELIEF VALVE BEFORE CONNECTING EXPANSION FIXTURE SCHEDULE. _ ON TO 4"ABOVE TANK TO SYSTEM,ADJUST AIR O 10'STORM SERVICE TO BUILDING.REFER TO SHEET MEP101 FOR s PRECHARGE TO WATER K� FLOOD RIM ON HWH-1 SYSTEM PRESSURE. STATIC P.S.L: — ADDITIONAL STORM DRAINAGE INFORMATION. K '.. JANITORS SINK. 1 RESIDUAL P.S.I.: MANUFACTURER — s � TEMP SIZE MODEL NUMBER REMARKS G.P.M.FLOWED: DATE: DRAIN THERMOSTATIC MIXING 3 ° - LOCATION: — HEDULEL6y:SEE SPARGO AOUAMIx 90 120 1/2"NI AM 1000 ORE EXCEED TIC MIXING 017 STANDARD NDAR MEET 9 OR EXCEED ANSPASTI 1017 STANDARD AND SHALL HAVE — SCHEDULE. ANTI SCALD PROTECTION. FLOW TESTED BY: ( ELEVATION: — NOTE:HYDRANT FLOW TEST HAS BEEN REQUESTED FROM 29^m 10 GAGE GALVAN¢ED - 'PLACE WATER COMPANY/AUTHORITY NAME HERE, J 2-DEEP STEEL DRAIN PAN i€ J k: 4 a J4GAS FIRED WATER HEATER DETAIL = J7 THERMOSTATIC MIXING VALVE SCHEDULE J HYDRANT FLOW TEST INFORMATION SCALE` N T.S. o SCALE: N.T.S. SCALE N.T.S. 8.7 B.Z 8.1 8 A Px�aRi NORTH H a I H WHEN INSTALLING H&CW PIPING jl € ON EXTERIOR WALL,PLUMB NG II it CONTRACTOR SHALL RUN E ( I - P201-Al2 PPTHG Gti NiTER10R FADE 000���� `� $'STORM DN COORDINATE T INSULATION IN STUD WALL. P201-F6 WICIVIL AND ARCHITECTURAL I I I I I I — — — —— i OCUMENTS. ; CONNECT 1 V2"WASTE 3"STORM UP E UNDERSLAB,1 112"VENT UP. j TO ROOF DRAIN. j 1/2'H&CW ON TO SINK I I SEE MEP 101. l 4.2 — 7 HB 6 52LU 34 140° — r __... lll4"CDV UNDERS /_ t 3.� G --- ---- - — — MV — — — - 3.8 Q a"1ao°D � ' "HW REC RC 3'OVERFLOW STORM UP Oct S ( TO ROOF DRAIN. W ! - REFER TO SHEET A51) I ; I 1 W STORM DNJDINA11TE I; I I I i 1 1 1l2'V U HS I WICIVIL AND ARCF1t-luo(�L �.6 Q LL I i FROM CDV. DOCUMENTS. 3'STORM UP O ` I I 3f4"CW 7I2"DCW FROM TRAP; I TO ROOF DRAIN. LU I TO HOSE BIBB. I PRIMER UNDERSLAB p SEE MEP 101. = Q I I ( TO FLOOR SINK AND I 14',14 STUB UP 1A"CW TO J ... ----- .. -- 304 LU N 12'H ? EACH HAND DIPPER WELL I E O 4'!CW I I »I MDSNI 000RDINATE - � W Z WICIVIL ! AND ARCHITECTURAL s OPPER TYPE'N" I N IN WALL WALL Q r p Fn F 4"SPIV SERVICE I !I• --1 ___ �— I I : i I ' I ® II ! J LU TO¢'-0"FROM BUILDINGI LU 1i — — — — — — — —�— — — — — — —— 3.D ! ! I I Il il � i 1 E. E I 3/4'CONd I ! • B I I ! I I 3f4"COND I I I 'STORM UP Bp1 io 0 fj00 D AIN�. !I I ! I I " E MEP 101 lk I Y.8 DN -,, ,— — 2A QROFEssl0,y,4 - D 3'STORM t:1 ( I : D6S VAN gr dCi COORDINATE I I WICIVIL 1"COND `1"COND DOCUMENTS. i 1/2' ATER SERVICE TO 5' FROM BUILDING EX I J '."{.�.N- ' ANIGCRgP �I ! t PROVIDE BOOSTER PU APPROVEDSEE SHEET P202 DETAIL - F09PERMITISSUANCE MAY�,.�2007 81. SCOTT FAZEKAS&ASSOCIATES,INC. DATE L_—_—_— 1"CONDENSATE I I€ 1 ! i l - shave F.�n rev.ewed for adherence to the REVISIONS GAS FIRED WH- Tr DOWN IN WALL. r od a-�U urdmance. Authorization is C MOUNTED ONA I I DISCHARGE I ; ! I € I ed Io issue a bucd'ng permit pen tling C. ❑ PCi 04-30-07 PLATFORM ABOVE*SS. INDIRECT TO MOP ;) + I V all aporcable City ag;;icies. Z HDt OS-16-07 REFER TO I I : I ! re h;a o nce 07 rantin of a permit based on SINK. PC2 OS-24-07 9 9 AR ECTURAL AND ; o1 these plans shall not be construed to STRU RAL DRAWINGS I ' cods°�r approve any NOlperm!t preshe a pocagbl® FORM UTONI I I i aut:o ity to 1 .la!e or cancel the provisions of such INFOR TION € I J3'VTR I I codes Sna"be vai d. 11 - - — _ ❑ ❑ s p J a OI —G— I r_— _——_�_4'CDV _—_—_—_—_—_�_—_ - 4•CDV_—_—_—_—_� I FROM EDGE FROM ED��E�,S" ROM EDGE LEGENDL —b I 2'V UP IN WALL 314•DCW OF COOLER FSOF COOL QF COOLER FS 7 :I B I I I I != T03"VTR. 1. 1, I B 0 L 1 I — VARIES REFER TO DETAIL K1 ON O .. ... ............_ �.. 7 HB �lJ� BALLVALVE W OI. I —J 5 a5 Li . L 10"STORM(12,175 S� J 8'S7ORM(8855 SOFT.) - T C ELBOW UP �Q ID'STORM'(16835SQFT.) .- T05 0TRFMOOM BUILDING. �I O I �, HB — 4'STORM UP UP IN CEILING ( I I o 0 a o o ELBOW DOWN PROTOTYPE ❑ B TO ROOF DRAIN. ' FLOW ARROW 107 X 163 /� O SEE ME 101. DRAIN COOLER CONDENSATE TO FLOOR SINK. —-— COLD WATER 0. REFER TO DETAIL K1'ON SHEET P201. i STORE NUMBER ([[4( HOT WATER TQ REFER TO CIVIL DRAWINGS STUB UP FOR I - WDPROJECTNUMBER _= CONDENSATE. I FOR DRAINAGE REFER TO DETAIL K110N SHEET P201. 4 I I — VE WATER RECIRCULATING l NT RAIPD0001 A 0 a ! SANITARY 2 FIXTURE SYMBOL P 101 A3 PLUMBING FLOOR PLAN �jI THERMOSTATICMIXING VALVE r SCALE: 1/8"=1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �,. uw;- n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL LAYOUT OF DRAIN STUB POSITIONS: I -PROVIDE MINIMUM ONE DRAIN FOR EVERY TWO CASES. ... ...... _ .....1 .. -DO NOT PLACE DRAIN WITHIN 18"L OR R OF CENTER OF CASE. Z Z Z Z M -DO NOT PLACE DRAIN UNDER CASE END OR INSULATED PARTITION. -- - — - --------------M partners - - - i - -_-�T..� 2852 Kelvin Avenue _ _ I — —— Irvine,CA 96 T 114"TYPE"K'OR"L" I�'�\`��- —L" 949.753.7678 T4 COPPER COLD WATER \J I FD, ) ('-/ 949.753.7678 F 2 INCH AIR GAP SUPPLY. COUNTER LEVEL S1 3"WASTE DN BETWEEN CASE AND WALL AIRGAP — Ij LAV 1 f 1 tY2"V UP 1 112'V UP — — wdpanners.com J I L PROVIDE SAUL VALVE STAINLESS STEEL Atlanta FOR CW SUPPLY � � � Boston REFRIGERATION CONTRACTOR TO PROVIDE DIPPER WELL.PROVIDE 1 1YC W CONDENSATE PIPING TO FLOOR DRAIN/SINK(SJ. _ SHUT-OFF. COPPER DRAIN LINE OUTLINE OF COOLER J I Chicago L TO4"BELOW RIM 3W DHW L P` I Columbus OF DIPPER WELL. �r�1"DCW I Dallas 4"SAN I " Los Angeles 1"TYPE'K"OR"U ry ' I Miami COPPER DRAIN LINE I Sacramento T02"ABOVE FLOOR T OIL WC __� AIR GAP �I FLOOR SINK V LAV t _ �. 114'TPE"K"OR"L' I I ,�- ' WC L..l.._=.-- II COPPER COLD WATER K SUPPLY UNDER SLAB. —————- J II II K I I I e K1COOLER DRAINAGE DETAIL _ DIPPER WELL DETAIL _ I SCALE:NTS K6 uro ti F SCALE: NTS p s.. n , - <1 Z9 i l ll 69lf lj STAND PIPES STUBBED " I UP FOR COOLER DRAINS ( I 0 i2l. -- PS - ---- l—"' —I - ------- - ' I I �I t I ( i 1 MI I CZf CZf :7Z L9l I CONNECTTO 3"V.T.R. �I I U Z£ U Z£ U l£ UZf I I \ \ I 4"COMBINATION DRAIN&VENT I I I I �, EW �y� \ ( --- --- I I I H IFOR 1' FS i or „ 3 Zf 3 Zfl v 3 _ H AL ——� — 1 4"COMBINATIONS 2. 2" ` I ---L_____J I I DRAINANDVENT WF I j�l� 1` 53 k ) I v v I I ) I (2'�// Two 4"CDV � I LJ �I I I z• I ;� 11n1112" " r \ 11YL" I 110' I 4"COV -+- i I I 1 N85lfl Slfl ) slf 11slfl W M �J 4 CO l I Fi1 uv r 4"CDv I I �e I I` > UA G 04 CONNECTTO WG 11n" I I I I I I ) I i G Q a) SANITARYMAIN I ❑ I I p^y I COORDINATE WITH 2' LA I I FD I UZf UZf U 9l CIVIL DRAWINGS N 1• Si I A CO O .,: - O N I LL 1!2"HW RECIRC. 0 a• I I , i s I r LU 3/4"140°OHW BAN 2" UR �I N --j l # 314"DHW a 4Q O W WC _ - 1 4„�N 0 LL--a I #\ 1'DCW—.4' I - I.Ij = 0 4" 4" y I ( \\ I I ~ W Z i call— cn Q�IF E I I � � 3'VTR I F a J --I 1 10 I � r LU F1WASTE&VENT ISOMETRIC WATER AND SANITARY PIPE PLAN FOR ICE CREAM STATION ° z wAsre zz"AFF wI Y SCALE: NTS �� SCALE: 1l4 =1'-0'° _ — WALLCLEANOUTACCESS „,„ .�ry"wxxx: nn�aw :u rvrwnaar" n g _ — COVER FOR FUTURE USE. i 314 DCW J� I CONNECT2"VUP ' 112"DCW DN IN WALL E I WF I E ' --- j 314'H&DCW 4"ROOF RD1 I ❑ DN TO MOP SINK DRAIN,TYP. ��\\ 2"WASTE DN Z11�VUP s RD1 ' {_ HB 3/4"DCW �� ( [ 314" I 4' lit TMV DIPPERWELL RD1 I a P TMV S, I �DfESS/DN4 D `/ �`��\ H6 DIPPERWELL RDt Ll2"HW RECIRC i I D �VANST \ -\� 1R' I _ (SSCFH) 314"140°DHW . ` - i se " R01 L_—_—_—_—_—_—_ 314"DHW HIS TP ` \ l OFCPl1F `WH-1 ✓ `�� \ 112"HW RECIRC ,/ 10, ) I` �WF \ �y� 3/4"140°DHW ^ \ j 10 * BUILDING HAS OVERFLOW SCUPPERS PA uY 2`d 2DIl/ 1"DCW \ ` 1 // 1 3/4" REVISIONS C "ROVED I II 1 C HDt 05-16-07 FOR P ,MITISSUANCE 11TNG ® //► SCOTT FAZE S B ASSOCIATES,INC. I 1 "' VI 9S I 1/2" I i12" `�A�,/ v -\ �`�/ 10' w yl I GATE TMV J I :ese"',ns have bee reviewod for adherence to the = Q / I UH(50CFH) E3 JJ LAV �v ' '1� Fantedesoaa eral bu din Authorization is I 1-i12"DCW J �\ 1/2" ^ �4, CLEAN OUT pr-va,uy aU applicab Cdy ag-?ncfesPermit pending I _ r Ps ` ) WII i ® W f ie Issuance or gra ting of a permit based n0 0 Q l.°Lt `�yy� FLOOR SLAB ;,.Droval o!these pia s stall not be construe to Pa.-lit or approve an violation of the appli able codas or ordinance. 'o permit presumed t gaffe _ _ _ _ _ of WC authority to violate or ancel the provisions o stlCh 8 1 2 HB codas shall be valid. _ _ _ WC ' _ B' VJ SEE CIVIL DRAWINGS LAVS1 112"�� O TV NG FOR CONTINUATION, 21/2"NG UP TO RODF. I Q —0�SEE MEP101. WC PROTOTYPE Q FROM STORM 107 K 163 � FROM BUILDING = I 21@"NG(1048CFH) �2112"NG(933CFH) COORDINATE WITH s-- L L CIVIL DRAWINGS — J - STORE NUMBER I r ° �z WD PROJECT NUMBER A 0 _--- A I RAIPD0001 1� u , ^�nrca. .. nm�monw xxnxuo — L .,r. �o�a.xwa� ro; n _ ".. .rye.. �.us nnnnnnmm�ma.nxnum...s m�:+nrm�� oasa P20 w§ AlDOMESTIC WATER ISOMETRIC p p RAIN LEADER RISER DIAGRAM p 1 DOMESTIC WATER AND SANITARY PIPE PLAN SCALE:NTS A8 SCALE:NTS /1 SCALE: 1/4"=1'-0°° 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1s 16 _ 1 2 3 = 4 5 6 7 8 9 10 11 12 13 14 15 16 M I M partners PLUMBING MATERIAL SCHEDULE 2852 Kevin Avenue dIrvine,GA COLD WATER HOT WATER 96T PIPING CONDENSATE a BUILDING WALL 949.753.7678 F MATERIAL ABV. BEL. ABV. BEL. WASTE VENT DRAIN GAS REMARK 949.753.7678E GRND GRND GRI mND GRIND Wdeadners.co CAST IRON /1 (NO HUB) BLACK SCH 40 EL '•.�J O O O _ E Atlanta = Boston GALVANIZED STEEL ���� _ = Chicago L (SCH.40) RAJ O O ALL EXTERIOR EXPOSED PIPING SHALL L= Columbus COPPER BE PAINTED.COORDINATE WITH _ Dallas TYPE'K' LJ OO ® ALL EXTERIOR EXPOSED PIPING SHALL ARCHITECTURAL DRAWINGS. - Los Angeles BE PAINTED.COORDINATE WITH Miami 34 COPPER �IOO ARCHITECTURAL DRAWINGS. SINKTO SINK TYPE"L' -J = PROVIDE WATERTIGHT SLEEVE _ UNDERSIDE OF ROOF Sacramento LAVATORY '� _ AT WALL PENETRATION. ASSHOWN COPPER 1'1OO _ EXTERIOR = TYPE"M" .J SHUT-OFF LOCATED BUILDING WALL ON PLANS. ASS ABOVE CEILING TAILPIECE (SCH 40) OO OO OO ©© GAS COCK(TYP) SERVICE,REGULATOR,METERANDALL ASSOCIATED VALVES AND F17TINGS BY y UNION NUTS ON PIPE SILVER RECOVERY PVC '�,��, LOCAL GAS UTILITY COMPANY. BAFFLE TEE DISCHARGE TO SUPPLIES SINK (SCH.40) O �J�,/O© PLUGGED TEE UNION BAFFLE TEE P-TRAP TO A MAXIMUM OF 16" CPVC �',� �' K WITHTAILPIECE AFF. - (SCH.CO) OI �104 ®C) ROOFTOP INTERIOR STUD WALL K SHORT PIECE NOTES: GAB PIPING UNIT = GAS CHROME PLATED PROVIDE INCREASER WHERE 1 METER PROVIDE INSULATION RECEIVE SIZE. REQUIRED TO MATCH SINK FITTING 1.ALL PLASTIC PIPING OF ANY KIND AND APPLICATION CAN BE USED ONLY PER L BRASS TUBE TO HOME DEPOT SPECIFICATIONS AND CITY APPROVAL. _ GAS PRESSURE REGULATORCONDENSATE. 2.ALL UNDERGROUND METALLIC PIPING SHALL BE FACTORY WRAPPED AND SU BY PROFIT METER ON PIPING. AND PIPING BACKF 6"ILL WITH SAND ALL AROUND THE PIPE. _ 3. AS REQUIRED LOCAL GAS UTILITY COMPANY. 314E COLD WATER IN THREADED MALLEABLE IRON FITTINGS. INTERIOR PARTITION. WHERE CONDENSATE DRAIN DOES NOT EXCEED D C PIPE SIZE,USE A BRANCH t 4.PER IAPMO LATEST STANDARDS.TAIL ROOF CURB LINE TO THE BRANCH WITH A ORNPIECE O RUBBERO CONNECT THE CONDENSATE § 5.PROVIDE UL APPROVED FIRE RATED CAULKING FOR I-HR AND 2-HR DRIP LEG �j, HOSE BIBB -. 1 LINE TO THE BRANCH WITH A PIECE OF RUBBR OR PLASTIC HOSE CLAMPED AT BOTH ENDS. 'k ASSEMBLY PENETRATION. GRADE ? I 4 V 6.PROVIDE METALLIC PIPING WITH ILL APPROVED CAULKING FOR I-HR AND 2-HR AT WALL PENETRATION. ASSEMBLY PENETRATION. THIS DETAIL IS SHOWN FOR ROOF TOP UNITS. , fil THE GAS CONNEC71ON FOR UH-I IS SIMILAR. SILVER RECOVERY DISCHARGE SINK DETAIL PLUMBING PIPES MATERIAL Q GAS PIPING CONNECTION DETAIL GAS SERVICE ENTRANCE DETAIL HOSE BIBB DETAIL H SCALE: NTS (' H 2 SCALE: NTS H V SCALE NTS " 12 SCALE: NTS U SCALE: NTS AIMAA IAII IIdAMuxAL.nSJWiUW�Wia WIWWIW».....::1IIIi IAINAIINI4fiii AIIIINu ek';» 7:..A 4fiNPAii N N. III � .M... A •`.^ NAA A IIIIA .p'iM IIIMM -n �.e m,� III AAA A. �A AA sEA�lfmamn+ H. .iii. 4"".'"m'^TJr. IIII�U�'S' U�n'YS'pRF'nWp"�"'IW mod.ll' Ntltllf +.a:�5. ®� II.i. II IWItiM MIItadUGMNii W" N'4"IHNp9+fitltiv:�' !I lip NNIN MN N4i Ai AIIIIpGIiii PLUMBING FIXTURE SCHEDULE FIXTURE DESCRIPTION CW HW SAN VENT MANUFACTURER MODEL NUMBER REMARKS FAUCET-AMERICAN AMARILIS HERITAGE MODEL#6802.000.PROVIDE W/WALL HANGER - H LAV LAVATORY 1/2' ill, 1-12' 112' AMERICAN STANDARD REGALYN 4869.008 CONFIRMADA COMPLIANCE WITH ARCHITECT AND LOCAL CODES,SUPPLIEDAND H INSTALLED BY O.C. =IIII SEAT:SOLID PLASTIC BEMIS MODEL#940DC SUPPLY SEAT COVER DISPENSERS : B WC WATER CLOSET VT - a^ IAMERICAN STANDARD CADET 2377.100 SpBRt;)/,1/ppEL1t1U225 FCR F_AC4h`P{A7ER Ci0£ST.FASPPL4ED Mb B1STAdLED SY G.C_ 1,570 RIM.PROVIDE WITH FLUSH VALVE AND WALL HANGER.SUPPLIED AND INSTALLED UR URINAL 1' - 7 1-112" AMERICAN STANDARD ALLBROOK6541.132 BY G.C. SS SERVICE SINK 1/2' 112E 3' 1-112' FIAT MSB-2424 V/830-AA SERVICE FAUCET,HOSE AND HOSE BRACKET AND MOP HOLDER MODEL#88966 `LU C) FAUCET ELKAY MODEL#LKE4122 REDUCED PRESSURE PRINCIPLE N PS PHARMACY SINK 112" - 1-112' 1-112' DAYTON D11721 SUPPLIED AND INSTALLED BY G.C_ ':= 1"NON-POTABLE BACKFLOW PREVENTER WITH J TO IRRIGATION SUB- G SYSTEM SHUT-OFF VALVES AND STRAINER G METER FAUCET-ELKAY#LK-2432BH 8"O.C.,6"SWING SPOUT,2.5 GPM AERATOR,qLK-35L BASKET � St LOUNGE SINK 1,2' 1/2' 1-VT 1.114" DAYTON D11721 STRAINER.SUPPLIED AND INSTALLED BY G.C.. W I_ WATER METER AND SETTING IN V PURE WATER COOLER WNC4160 CUP HOLDER SUPPLIED AND INSTALLED BY G.C.SHALL ACCORDANCE WITH REGULATIONS 0 NF WATER COOLER tit 1-1�4' VERTEX PWC7010F PRESSURE REDUCING VALVE PROVIDE 1/2'DCW CONNECTION.DRAIN NOT REQUIRED FOR UNIT,BUT PROVIDE WALL OF LOCAL WATER AUTHORITY. O LU ' " - - Ll T NOTE TO"ENGINEER ZURN Z1441 WALL CLEANOUT ACCESS COVER FOR FUTURE USE.'SEE USED WHEN REQUIRED BY 1-112" — y WATER AUTHORITY WATER SERVICE W U) O EWC ELECT.WATER COOLER 1/2' i-1,4" ELNAY ELKAY III WALL MOUNT,BARRIER ACCESS FREE,SELF CLOSING EASY TOUCH CONTROLS. LU Z Z 'SEE NOTE TO ENGINEER. 1-1Y2"OCW WATER FD FLOOR DRAIN - 3' JOSAM SERIES 3000 A ADJUSTABLE NIKALOY STRAINER METER FS FLOOR SINK 12"FLAT STRAINER,7200 SERIES DEEP SEAL P-TRAP BALL TYPE SHUT. 3' J.R.5MITH 3140-12 42"AFF. GUAGE OFF VALVE,TYP. W FROST PROOF,CHROME FINISH,LOOSE KEY STOPS. BOLT ANCHOR lilt HB WALLHYDRANT 314" WOODFORD #70-4" PIPE STAND PLATE TO FLOOR Q r IF TRAP PRIMER CAST BRONZE,AMIT-SIPHON,SERVES UP TO(2)FLOOR DRAINS APPROVED 112" - - PRECISION PLUMBING PRODUCTS #P2S00 FOR PERMIT ISSUANCE SC OTT FAZEKAS 8 ASSOCIATES,INC. SUPPLIED WITH ADVANCED TABCO FAUCET MODEL K-50.THE SINK AND FAUCET SHALL BE 5.g^ 52 SUPPLIES SINK 112" 1/2' 1 VT 111T ADVANCED TABCO D1-1-2012 SUPPLIED AND INSTALLED BY G.C..SEE SILVER RECOVERY DISCHARGE SINK DETAIL. N DATE ie t I-s os have peen reviewed for adherence to the E codes end ordinance. Authorization is E �nte3 to issue a building permit pending R01 ROOF DRAIN - - - - JOSAM 21SM-3-23 :1pw all applicable City agencies. a '-e L"ce or granting of a permit based on RD2 OVERFLOW ROOF DRAIN - - - JOSAM 21500-3-23 OVERFLOW DRAIN rr.v:::of these plans She,!not be construed to - pelt or approve any violation of the applicable -- codes or ordinance. No permit presumed to give HAND SINK SHOWN ON FLOOR PLAN IS PART OF S3 PROVIDED BY G.C.. authority'to rotate Or cancel the provisions Of such 53 3 COMPARTMENT SINK 12" 1'2' Z" ill. - codes shall be valid. Crv...NiiiA1Y',AY ININI iitA "": - nryMAg•+ :nyw dtWS ivtv^^ II.f�flikWiA IlNlpiii'&6N_'.�ati,�lip IIIIMHviii INtli IYiI IIIIIIUIIYiiiii ?Atli - _N �8w x PLUMBING FIXTURES SCHEDULE � ry � � W �- '� � n��d� � EWATER SERVICE ENTRANCE DETAIL SCALE: NTS SCALE:NTS A AAw AAA . - rIAIA ALA AI �. . ;:. x AA ��I AIAwIIII ���7r— wTRcic. wTRC -.,... C NAMsr,$m Lc y WATER CALCULATION M315 z ALL WATER LINES SHALL BE INSULATED EXP kJXi DATA TIUs TABLE.GENERATED BASED Of 3.97 PSI/100' REFER TO SPEC SECTION 15080 INPIDDATA COLUMN UNIT AND APPENDIX"A"OF CALI k'ORNIA PLUMBING CODE � S4 PRESSURE AVAILABLE AT sRF = ^DU'11 S v 2007 I-MAUMUMP LL aM MAN .1 !_VY REFER TO PLANS FOR CONTINUATION a M NIMUM PRESSUREAVAILASLE T ITE",,sal Psl - ---J -- D 100°DHW TO LAVATORIES �—INCOMING DCW (SEA_ 9003TERPUMP) 1/a• a 0 3,11 DOMESTIC WATER NOTE: PRESSURE DROP ACROSS RACK FLOW PSI TER PUMP. SECURE PIPING TO WALL WITH ;' PVEVENTER. y;f1z0o 3/4• 6 a 3.91 314'THERMOSTATIC MIXING VALVE IN r 12 0 A.sz j- * ACCORDANCE WITH ABBE 1016.SET TO 100°F REVISIONS 4.4 GAL.DIAPHRAGM ..�, UNISTp17 AND PIPE CLAMPS 30" 1 1/4• 2 1 0 s.ae HEAT I C TANK MIN. ON CENTERS MINIMUM. Ps, 12' C- V 6-PRESSURE ACROSS REGULATOR IFAN 11/a• 33 14 5.89 ('OMIT ON WH-2) PART P ID5648 f7 I Tom'"" r © PCi 04-30-07 a^ 69 10a T.Ol NOTE A (' 2 1/a• 12a 335 e.03 E3 yy 3 lss eso 3.99 •E INCOMING DCW C81 05-04-07 j� COORDINATE AND FIELD ORIENT s MAxwuM HE ® HD1 OS-16-07 ALL PIPING 50 AS NOT 70 FEET 1 733 26T0 10.T3 GH<TO LAST FURORE: 5 T93 5380 1z.3K � THERMOMETER—3/4" Q PC2 05-24-07 PRESSURE RELIEF MTE(.FERE WITH 81'RINKLER PIPMGe s.TOTU OavELOPEo tFNGTx: I)IL FEET 6 1182 9464 13.34 ~ —I-IR" AND/OR ASSOCIATED DEVICES. IFxvsICAL LENcrH.FRDNGs) RELIEF VALVE.ROUTE WELDED STEEL EXPANSION TANK W/ VALVE. WATTS'S3 SET FULL SIZE TO SERVIVE POLYPROPYLENE LINING,FDA AT 85 P.B.I. " 1,1L.o.N-*.FLUSH TAN.(IFT) Fv SINK OR STANDPIPE APPROVED FOR DOMESTIC WATER I] Q WATER PRESSURE BOOSTER PUMPS 460V, or.FLUSH vALVE!FVI - SERVICE.PRECHARGE TANK TO MATCH CONCENTRIC DEGREASER f3"x2-W"1, 3PH,SHP GRIINDFOS MODEL:CRE-PLUS - PRESSURECALCULAT HWH-1 WATER PRESSURE AS PER TANK El SEE ARCHITECTURAL Q $1MI DRAIN LINE L 10-4,OR EQUAL,FLOW RATE:65 GEM, z ' lox MANUFACTURER. SPILL 1 I AREA FLOOR DINUMUM SU PRESSURE:UR P51, DRAWINGS DRAM WITH A MINIMUM EAC441V VARIABLE PRESSURE IS 15 PSI. '_• 1-PxFssuRE DROP Aceou METER: aa: PSI FOR WALL CONSTRUCTION b"AIR GAP. EACH VARIABLE 5PD PLA'iP PACKAGE TO ' SEISMIC SUPPORT SECURE �pT C PREs3URE SURE RE 31: R PSI 13 B \ --I-Il1" )�• SENSOR FOR SPEEDBE PROVIDED WIT14 NTERI CONTROL }uNT�FUaE PRESSURE REDO REMExr+�:; sgp PSI (SET HEATER FOR 120"F.) 'E COLD WATER SERVICE B m El 1-T TOTAL PRESSURE DROPt PSO N.31 P31 Q I-IR" STRAINER WATTS SERIES ITT(TYP). - - +1.33 p+aLneLE PRESSURE- ag COPPER OR CPVC DRAIN LU P 3ESSURE DROP PER 1M FEET OF RUN LINES LINES FROM DRIP PAN PROTOTYPE SIA+L PRESS IDLVP LNGTHIX 100t S.. PSI I Too• 4"HIGH LIP,GALVANIZED AN O RELIEF VALVE- 107 X 163 FINISHED FLOOR - STEEL DRIP PAN,PAN TO ROUTE THROUGH U ,r • 9=BE 2-WIDER THAN EXTERIOR WALL BEHIND II I I IR SLEEVE AND SEAL. ) pl WATER HEATER DIAMETER. WATERTIGHT PROVIDSLEEVE M STORE NUMBER /A BUILDING AND V� e p c o a ff° a a° n `° q w (CHECK WI HPENETRATIONLOCAL CODE A- 11/2•DOMESTIC WATER }} x STRUCTURAL 9UPPORT A i WD PROJECT NUMBER Paaez REQUIREMENTS) RAIPD0001 C l�SERVICE. REFER 70 PLAN REFER TO SHEET A-702 3' FOR MORE INFORI'1ATI17N. IIII ,III,I• � P 2 0 2 a DOMESTIC WATER BOOSTER PUMP DETAIL. DOMESTIC WATER CALCULATION. WATER HEATER DETAIL FOR HWH-1 SCALE:19TS ", r� � w:,� a / Al O SCALE:NTS 1 2 13 4 5 6 T 8 9 10 11 12 13 14 15 16 AxnM rb.:— — L�m: u _ .. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: 9 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. M MECHANICAL CONTRACTOR SHALL REFER TO ROOF PLAN ON MEP101 FOR Mffloartners _ 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 7 D. HVAC ROOFTOP UNIT TO INCLUDE FLEXIBLE CONNECTIONS REFER TO DETAIL 949.753.7678 F F9W-201.OUTSIDE AIR INTAKE TO BE SIZED FOR A 100% OUTSIDE AIR FOR ECONOMIZER SYSTEMS I wdpanners.com E ALL SUPPLY&RETURN DUCTWORK TO BE GALVANIZED SHEET METAL. INTERNALLY LINE SUPPLY FOR FIRST 10 FEET FROM UNIT OR AS SHOWN. COOLING I HEATING PROGRAM EXTERNALLY INSULATE ALL SUPPLY AND RETURN DUCTWORK WITH 2"DUCT COOLING WRAP.REFER TO SPECIFICATION FOR EXACT REQUIREMENTS. Atlanta OCCUPIED(8 A.M.-10 P.M.) UNOCCUPIED(10 P.M.-8A.M.) F. PROVIDE FLUE THRU ROOF(WITH WEATHER CAP)FOR GAS FIRED UNIT Boston L 1)SALES 73°F 1)SALES 79°F HEATER(IF APPLICABLE),REFER TO Of 3IM-201. L Chicago Columbus 2)PHARMACY& 2 PHARMACY& PATIENT WAITING 72°F �A TIENT WAITING 79°F G. HVAC UNITS MUST BE INSTALLED LEVEL ON ROOF. Dallas j( 3)RECEIVING 76°F 3)RECEIVING 79°F H. FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 6'-V.USE ONLY ON Los Angeles FINAL SUPPLY AIR RUN-OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, Miami AND M'FROM THE RETURN AIR GRILLE TO THE DUCTWORK.FOR BOTH Sacramento CASES 90 DEG.TURNS ARE NOT ALLOWED-OFFSET ANGLES SHALL BE KEPT HEATING TO A MINIMUM.REFER TO BRANCH DUCT SIZE CHART ON L141M.301 FOR OCCUPIED IS A.M.-10 P.M.) UNOCCUPIED(10 P.M.-8 A.M.) SIZING BRANCH DUCTS. 1)SALES 70°F 1)SALES 62°F I. PROVIDE SENSOR LABEL NOTING THE UNIT SERVED. ENTRANCE ENTRANCE HEATER 68°F HEATER 50°F J. SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB,PITCH POCKET AND _ PIPE CURB DETAILS. 2)PHARMACY& 2)PHARMACY& PATIENT WAITING 72°F PATIENT WAITING 62°F K. ALL NON-AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT K 3)RECEIVING 68°F 3)RECEIVING 62°F 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 g PAINT. K 12 COOLING / HEATING PROGRAM M NEW ENERGY MANAGEMENT SYSTEM(EMS)SHALL BE PROVIDED AND USED WILL " INSTALLED BY RITE AID.EMS SYSTEM USED WILL BE JOHNSON CONTROLS SCALE, N.T.S. "METASYS SYSTEM'. - • m��� .. .s muur;w ,zm .;n mwo - a uuuvur�,u„�= ,�,. ,�,.�.,., -1 -.. _. ,a„�. « n _ ..�. . N. MECHANICAL CONTRACTOR TO COORDINATE DUCTWORK WITHSECURITY t 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 0 AND PIPING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL(SHE)"A","8",or"C"OF THE SEISMIC RESTRAINT J MANUAL:GUIDELINES FOR MECHANICAL SYSTEMS,DATED 1998,PUBLISHED 1 BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION,INC.(SMACNA)AND IN ACCORDANCE WITH YOUR LOCAL CODES.(UMC,BOCA,SBCCI) r t NORTH KEYED NOTES: PROJECT s N R'I (R J t n/ ((i j ( h J t U 1 8.7 B-Z B B, A O ONAN PROVIDEDPACKAGED EQUIPMENT CURB.COORDIUNIT NATE GAS HEAT.INS7ALLUNR STRUCTURAL ° `'�'' �`'"� `''I/ �•ti3,/ ``r•' INSULATED EQUIPMENT CURB.COORDINATE LOCATION WITH STRUCTURAL DRAWINGS.PIPE CONDENSATE A MIN.OF 6'-0"FROM UNIT TOWARDS THE I ( € NEAREST ROOF DRAIN.SEE ROOF PLAN ON SHEET MEP-101.REFER TO H ' II I F9/M-2D1, H C ( I ( I I € I ) ( O PROVIDE SUPPLY AND RETURN DUCTWORK TO SERVE THE MEZZANINE AREA I' iiii € ; 111 , 111 I O NEWATEDTEMPERATURE SENSOROVE THE . BE MOUNTED AT 7'-0'AF.F. IN SALES AND IIA'A.F.F.IN THE PHARMACY AT TIONS SHOWN. $.2 --------------- ----- - ®-.— ------.--.-.--- _ d ? 42 O SUSPE D PANPROVIDE FROM ROM STRUCTURES WITH 118"THRUST FANS EF-1,2.PROVIDE WITH EADED RODS WITNNECT " _ ,,—,� - ,� _ -—- VIBRATION ISOLATORS INTERLOCK OPERATION WITH THE EMS SYSTEM. � --- � e � II 5 PROVIDE 24"x12'STATIONARY EXHAUST LOUVER EQUAL TO GREENHECK I EF-2� I ,1p ,y' r (((E 14 € € 4W .. _ � --tt _—_ O EDJ-202.PROVIDE INSECT SCREEN OVER DUCT OPENING AND FULL SIZED - O 4 ( +1 17 [ D `q`` `�� — �g PLENUM WITH SHEETMETAL SEPARATOR � (� ®[ F , PROVIDE GAS FIRED UNIT HEATER PROVIDE UNIT WITH VENT KIT UP TO I� LO 14x8 `iu € tl O ROOF AND SIZE PIPE DIAMETER AND ROOF TERMINATION PER N ('V I 1 4'0 1DD CFM A A 40 `� a ) LL G ® -_ AG1 F 6"0 BD �� 1 _ MANUFACTURER'S INSTALLATION INSTRUCTIONS.SUSPEND UNIT FROM G 10"0 tOx ,,tN� [ ,f, 1, r ..i s i ��� `141\x+� STRUCTURE WITH T8"THREADED RODS AND VIBRATION ISOLATORS.SEE :! •I� •I• /I` ' ,;l i SCHEDULE,SHEET M-001.COORDINATE EXACT LOCATIDN WITH ARCHITECT. .f...._ 0w� 10"0 CORR 2 A A ®.....� a ..}�—._....__ 3.8 W r 1 5 -- ;I 'L, ,I'e A 1!� O EMS CONTROL PANEL.COORDINATE LOCATION WITH ELECTRICAL PANELS. n/ v - O ui EF-1 DUCT MOUNTED SMOKE DETECTORS.DETECTORS PROVIDED BY q - !Or ( CU-1 S ELECTRICAL CONTRACTOR,INSTALLED IN DUCTWORK BY MECHANICAL T LU 150 i r r ®' O -I]] CONTRACTOR.COORDINATE WITH ELECTRICAL DRAWINGS. 13 [¢ � ,N® /,tr 1 , NOTUSED. W v' O 3.3 3.3 T=_ - 0_ _ RTU-2 B S E [ 450 8 S A () € O r Z "-„ -- _---_--I : I ;€ ': W m W _O NOT USED. W 10X6 GRILLE 150 ; I \14x28 A 36xI6 22d4 14x28 SA _ 12x14 TYPICAL FOR 1 °•"• 42� 1 Q F 20x12 x 36x18 28x16 �) 11 8X12 RETURN DUCT.SEE AYMI01 FOR CONTINUATION. O 3 ;: ;j2x36 12x36 RA 1ax1a ( € 1 F ® „ J W ROUTE 12X6 DUCT THRU BEAM CUTS 70 SERVE PHARMACY. � r RTU-1 W2I€ € It3CONDENSING UNIT(CU-1)AND EQUIPMENT PAD ON ROOF.SEE ROOF PLAN€: 12x6 : 8 300 e 30U , ON SHEET MEP-101 = € A RTU-2 i U-1 .I I , I g OW 01 INSULATE REFRIGERANT LINES FROM AG TO CU-1 RUN AS HIGH AS 0D 8 1 '3.D --- - 3.D 1 - 12x6 - -- w------ ------ € ------ ------ € -—-—-—-—- - 3 —€--- --�-"-- -- 1 it -;---- 3.D 14 POSSIBLE CONTRACTOR TO VERIFY SIZEFOR LENGTH OF RUN AND RISE r J 'j c-- 1 ,L ,I, ,I' PER MANUFACTURER'S SPECIFICATIONS,REFRIGERANT LINES SHALL BE r _ _ ____ _— _ _ ___ ( _ W _ —_ _— W `Y BRAZED. SUSPEND AC-1 FROM DECK USING 318"THREADED ROD.PROVIDE(2)NUTS TO ! 15 THE UNDERSIDE OF UNIT TO SECURE UNIT.INSTALLASPER \ I ; I 53 53 I 7 €ij MANUFACTURER'S SPECIFICATIONS. 9 \ 2.6 -PFlApWP.ACY— , ,. ZS ' € ! �- 3--R -0 - 18 EMS CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR AND ,\ TYP FOR 3 € € € O PROVIDE OCCUPANCY BASED INTERLOCK WITH THE THERMOSTAT.MOUNT E 2x6 12 r N m ON WALL 6-0"A F F IN A 2"A"JUNCTION BOX.COORDINATE EXACT LOCATION 1 B f r ( ® ® ® 'I' I WITH ARCHITECT AND MECHANICAL CONTRACTOR. R / ® O I I I o l + ,IpI' ,I O ROUTE I"COPPER CONDENSATE PIPE DOWN TO SINK IN ADJACENT 12x6 GRILLE ii i " i AO I ,1e e ® i V/ I'✓ `l/ ® e 17 STOREROOM.REFER TO DRAWING P-101. TYPICAL FOR(3 iBX12 a , i ,PP ,+€1 18xl2 .I/ ( 18 MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTAT FOR ti- GRILLE AC-1 AND CU4.ALIGN WITH THE TEMPERATURE SENSOR AND COORDINATE 11 FOR 6 EXACT LOCATION WITH ARCHITECT AND CONTROLS CONTRACTOR. () 18x10 p Ir 2.2 --- r�- i" -- - _ i I RTU-3 _.:- ________ W i i 2.0 _-ROOM - 2.D °— - - n€ - 2 S 3 PPITOVED _ ----------� _ --- _ _ - ---------------- - ----- ---- CONSULTATION 14X14 GRIL ® FOR I u1b11T ISSUANCE 8'0 DOWN TO I' I TYPICAL FOR() 2 A , < 12 12 SCOTT FAZEKAS&ASSOCIATES,INC. �OFE6S104, D #Ij ( - 150 32x14 S I 2x36 RA I < I ,.Y DATE D �O�,Kg.VANg�R S 8 -- ( 1402 i ns have been reviewed for adherence to the + i YAep BXBGRILLE - 1W 14x28 ap "'--- Am, ! ,N Am, �mA 18x12 __ ptlr5 and ord.rance. Authorization is M31 aL,not€ic TYPICAL FOR(2 a RTU-4 'I` I 'I` T 'I• •I• e e 300 alia o.abieCit oncias. ra ® i riled to ssue a balding permit pending d EXP. J1 008 . € 1 A A A RTU3 A „ I PP' Y a5- N1G r �12 1 r-- ® e a .o or granting of a permit based on :AV1 I I „P 1 ' DO TI 19 71 SA A j ,r 3 0 rose plans shall not be construed to II € " 14x10 �ylr� 350 a 4X14 GRILLE �i per; €or z-prove any violation of the applicable € , E€ PICAL FOR(i)T € 24x14 - -- S I O O € P P 12x12 16 71 RA ' 34x14 40xi6 ( € cod or�r;Hance. No permit resumed to give - f Guth )Volute or cancel the provisions of such MAY 2$ZD07 ccd shell be a'`d. M € 1 12X6 GRILLES € 8 S 3 I �',. REVISIONS C TYPICAL FOR(2) I � WALL PANEL KEY: C 14xi4 10x14 DUCTWORKW/LINING El QH-1 O �I o DUCTWORK VOLUME DAMPER O �/ \Al ,II A ,I/ A `I/ ( A `I/ A ,I/ I= � TURNING VANES vll V V `V I V V I� I Ii�'s�'I � Z 1 1 tl FLEXIBLE CONNECTION 0 B i 1� UH-1 B 1 O o 1 1 I € , , Fuw+r+r++q FLEXIBLE DUCT __ D _ ___—I---- _Jd„� ......BEE " "., _ - .--_—_ ),� ® SUPPLY AIR DIFFUSER E3 li 1 I I I€ € ._...J o 0 0" o :.:° a �� RE7URNAIR GRILLE _ ® EXHAUST AIR GRILLE - PROTOTYPE - 107X163 �T THERMOSTAT _ _ I STORE NUMBER 1 p Z TEMPERATURE SENSOR WD PROJECT NUMBER o ® f �S DUCT MOUNTED SMOKE DETECTOR RA,IPD0001 A �r DUCT TAP W/VOLUME DAMPER A DIFFUSERT M 1 0 1LU Al M 1ECK PLAN /� r� MECHANICAL PLAN 3�s DFMQUEQUANTITY I,Y SCALE: 1 1•-0 8"= " A3 SCALE: 1/8"=1'-0" _ 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 16 1 2 9 4 5 6 7 8 9 10 11 12 13 14 15 16 BURGLAR BAR INSERTS: AS MANUFCTURED BY MICROMETL OR EQUAL. M BAR ISI2"COLD ROLLED STEELS 6'D.C. M` paCth 2852 Kelvin Avenue Irvine,CA 92614 949 753 7676 T a 949.753.71378 F BURGLAR BARS:1-12' ANGLE IRON FRAME WITH wdpartners.com 12"REBAR @ 8'O.C. ROOF CURB I 0 . ROOFCURB % Atlanta o Boston ChicaL I L"° Columgbus Dallas lo1. - Los Angeles b '1 Miami 0 0.O p Sacramento 0 RETURN AIR OPENING RETURN AIR OPENING K SUPPLY AIR OPENING K SUPPLY AIR OPENING u NOTE: P NOTE: •MANUFACTURER SHALL PROVIDE BURGLAR •MANUFACTURER SHALL PROVIDE BURGLAR BARS IN THE SUPPLY AND RETURN - BARS IN THE SUPPLY AND RETURN DUCT OPENINGS IN CURB WITH DUCT OPENINGS IN CURB WITH UNIT SIZE SPECIFIC ARRANGEMENT. UNIT SIZE SPECIFIC ARRANGEMENT. •CONTRACTOR MUST COORDINATE 'CONTRACTOR MUST COORDINATE ROOF CURBS WITH SITE SPECIFIC ROOF CURBS WITH SITE SPECIFIC MANUFACTURERS REQUIREMENTS MANUFACTURERS REQUIREMENTS = u J JII J9ROOFTOP UNIT CURB DETAIL(YORK) ROOFTOP UNIT CURB DETAIL(CARRIER) SCALE N.T.S. SCALE:N.T.S. OSA INTAKE WITH ECONOMIZER SEE NOTE 3 CONTROLS SEE MANUFACTURER OVER 60" s FOR EXACT CONFIGURATION MAX.5J' i (iALV HANGER 2 THREADED II PROVIDE FACTORY CURB HANGER ROD W/BURGLAR BARS,CANT 8 — FLASHING:SEE ARCH.DETAIL EXTEND CONDENSATE BURGLAR BARS 8'-0"MIN.TOWARDS O �WMIN ROOF DRAIN _ /�HANGER STRAP yj Lo ROOF y UNI OR N (V G I ANGLEGLE IRON G LL UU NOTES: LL VSOJNDLINING IN 1.ON DUCTS OVER 48'WIDE,BOTTOM SHALL BE BRACED BY ANGLE.FOR CROSS SECTION AREA MORE O W SUPPLY&RETURN FLEXIBLE CONNECTION(TYP) THAN 8 SQ.FT.,DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2.CUTTINGANDPATCHINGSHALLBELIMITEDTOAMINIMUMASREQUIREDFORPROPERINSTALLATION- W N O S SUPPORTS PROVIDE BRACINGE AND SIZE.AS PER SMACNA. 4. WHERE REQUIRED BY CODE,ORDINANCES,ETC. t= W Z_ E E NOTES: F- Q N FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201-K4,S201-G4,5201-D4,S201-A4,S201-A7,S201-DI,S201-Al. J W � � T m�"nn�m xa mu. w Hi .....uu _ - _ �.� v....m. wummi W �9 ROOFTOP UNIT DETAIL F13DUCT HANGING DETAIL Iq Y SCALE N T S. SCALE:N T.S. r Q J VENT(FLUE EXHAUST) - TERMINAL(FAGTORY SUPPLIED) "CATEGORY W VENT PIPE(FIELD . TYPICAL CU SUPPLIED) SEAL WITH HIGH TEMPERATURE E SILICONE SEALANT SUPPLIED E i WITH THE KIT . 1 3 � $ COMBUSTION c AIR INLET SECURE UNIT TO PAD s USING STAINLESS STEEL � INSULATED I (FACTORY SUPPLIED) x SCREWS.TYPICAL FOR(6) REFRIGERANT LINES s LEGS i E FLASHING(ROOFING I CONTRACTOR.) T-0"MINIMUM ` D I D (I QµOFESSlO CARRIER PLASTIC 2"HIGH �4Q�O'l5'VAN`S� TOTALINE PAD— > 3 m m ROOF ROOF I i �, -37-2008 x 2-0 ONE LAYER OF �\� -4ANtt`P A`N' ROOFING MEMBRANE I CONCENTRIC ADAPTER 2067 BOX(FACTORY SUPPLIED) "CATEGORY 3"VENT I NOTES: PIPE(FIELD SUPPLIED) 'CATEGORY 3"COMBUSTION AIR C 1 PIPE(FIELD SUPPLIED) C a REVISIONS FOR SEISMIC BRACING AND SUPPORT SEE STRUCTURAL DRAWING AND DETAILS S201-K4,S201-G4,S201-D A4 4,S201- ,S201-A7,S201-D1,S201-Al. 1 E _ F � IL S Im C9CONDENSING UNIT DETAIL(CU-1) i CONCENTRIC GAS VENT DETAIL(UH-1) �r SCALE! N T.S. s SCALE: N.T.S. -- y g ® J_ APPROVED FOR PERM171SSU.ANCE SCOTT FAZEKAS&ASSOCIATES,INC. a SECURE TO PIPE WITH �y GALVINIZED STRAPS AND 13 e W --�_DATE—� B.S.SCREWS ROOFTOP B ® ❑ ee p,Ins have been re,wed for adherence to the Lc-. . codes and ordmarce. Authorization is N UNIT < -r ntod to Issue a building permit pending EXTENDS'-0"MIN. .apro_by all applicable City aganaies. i TOWARDS ROOF DRAIN issuance or granting of a PROTOTYPE Q pe'P val of these plans sha11 hotpbemconstru d�o PIPE PIER AS 107 X 163 1 permit or approve any violation of the applicable �./ codes or ord-nance. NO permit presumed to give MANUFACTURED aUthorlty to Violate Or cancel the provisions Of SUCK BY ERICO ROOF CURB STORE NUMBER codas shall be velid. 4" - WD PROJECT NUMBER Q A PROVIDE PROTECTION -A RAIPDODQ1 PAD UNDER PIER CLEAN IX1T(CO) _ CONDENSATE DRAIN DETAIL A 1 V SCALE:N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .. ...v " _ 1 2 3 4 5 6 Wu 7 8 9 10 - 11 12 13 14 15 � 16 INDOOR UNIT CONDENSER UNIT ELECTRICAL ELECTRICAL - 1.ROOFTOP UNITS(RTU); _ ,,, M A.UPON A SIGNAL FROM THE EMS,THE RTU SHALL START,HENCEFORTH,BE IN OPERATION �, DUCT SIZE CFM RANGE M anthers 24 HOURS A DAY,7 DAYS A WEEK. p °dam o /+ 1.OCCUPIED:THE RTU SUPPLY FAN SHALL RUN CONTINUOUSLY.THE OUTDOOR AIR i> ? ? - ¢ uyl w g F u� w 6"0 0-1 W CFM 2852 Kelvin Avenue DAMPER SHALL GOTO THE MINIMUM VENTILATION POSITION.IN THE HEATING MODE, w w o u [7 z '� Wine,CA 92614 THE RTU SHALL MAINTAIN OCCUPANCY TEMPERATURE SET POINTS.IN THE COOLING o o S i LL o a i a 8"0 101-250 CFM w 949.753.7676 T MODE,THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL h w ( 10"0 251-400 CFM 949.753.7878 F MANAGER'S OPERATE IN SEQUENCE TO MAINTAIN OCCUPANCY SET POINTS.THE UNITS HEATING AC-1/CU-1 OFFICE 40KMOO18 17,9W 16,800 690 208 1 60 3BORF018 .8 20 208 1 60 13.0 1.2,3 1,2,3,4.5,E -i) 12•0 401-600 CFM AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A _ wdparinem.com (5)MINUTE(ADJ.)71ME DELAY SHALL BE REQUIRED WHILE SWI7CHING FROM HEATING REMARKS: ACCESSORIES 14"0 601-1000 CFM TO COOLING FUNCTION(OR VICE-VERSA).THE UNIT SHALL BE EQUIPPED WITH A HOT 1. UNIT SELECTION BASED ON CARRIER.ACCEPTABLE MANUFACTURER IS 1.ISOLATION RELAY. GAS BY-PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, �_ MITSUBISHI MODEL#PLAA18AA7#PUZ-A78NHA HEAT PUMP. 2.CRANKCASE HEATER. H CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. s 2. CONDENSING UNITS SHALL BE MOUNTED ON EQUIPMENT PAD AS 3.LOW AMBIENT CONTROL AND WINTER START. Atlanta 2.UNOCCUPIED:THE RTU SUPPLY FAN SHALL RUN INTERMITTENTLY.THE OUTDOOR AIR = MANUFACTURED BY CARRIER PART#P142-3830. 4.WIND BAFFLE. = Boston 5.INDOOR GRILLE MODEL#40KMC9D06. _ Chicago L DAMPER SHALL GO TO THE MINIMUM VENTILATION POSITION.IN THE HEATING MODE, 6.WIRED THERMOSTAT Mtt33MC-URC. _ L- Columbus THE RTU SHALL MAINTAIN UNOCCUPIED TEMPERATURE SET POINTS.IN THE COOLING MODE,THE ECONOMIZER DAMPERS AND THE INDIVIDUAL STAGES OF COOLING SHALL = Dallas OPERATE IN SEQUENCE TO MAINTAIN UNOCCUPIED SET POINTS.THE UNITS HEATING n n� ..nn,n __ inn .m �mn n m ux onim�m a onn ;n xxni nnnnncaxn = n• amm�mm�n .w :e-�- .- e,�= : •„-�- 5. Los Angeles AND COOLING FUNCTION SHALL NOT BE PERMITTED TO RUN AT THE SAME TIME AND A _ Miami (5)MINUfE(ADJ.)71ME DELAY SHALL BE REQUIRED WHILE SWITCHING FROM HEATING - L8 DUCTLESS SPLIT HEAT PUMP SCHEDULE L14 BRANCH DUCT SIZE CHART Sacramento TO COOLING FUNCTION(OR VICE-VERSA).THE UNIT SHALL BE EQUIPPED WITH A HOT _ Q SCALE: N.T.S. B SCALE:N.T.S. GAS BY-PASS TO KEEP THE COMPRESSOR RUNNING DURING PART LOAD CONDITIONS, E s CONTROL OF WHICH SHALL BE BY THE UNITS FACTORY INSTALLED CONTROLS. Mxi- ** _�_•- -- °y--' '__ mm*� ---�- M � - � ° ,un m„ °. _ .. gnu.. nrevn.. 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, SIZE IF COMPARATIVE ENTHALPY LOGIC ALLOWS,TO MAINTAIN DISCHARGE AIRVOLUME K TEMPERATURE SETPOINT UNTIL SPACE TEMPERATURE SETPOINTIS SATISFIED. P TAG TYPE CONTROL FRAME STYLE MATERIAL FINISH MAX.SOUND PRESSURE MANUFACTURER MODEL No. REMARKS K FACE NECK (NC) DROP B.SAFETIES: A SUPPLY DIFFUSER DUCT 241124 0 STEEL 30 .06 TITUS TMSA 1.UPON ACTIVATION OF THE RTU DUCT SMOKE DETECTOR(S),THE SUPPLY FAN SHALL g SUPPLY DIFFUSER DUCT 12X12 O O STEEL O 30 .03 TITUS TMSA SO STOP AND THE OUTDOOR AIR DAMPER SHALL CLOSE. C RETURN GRILLE DUCT 24X24 20X20 LAY-IN STEEL : O 25 .04 TITUS 50E-C C.ALARMS: O %j 1.THE FOLLOWING CONDITIONS SHALL GENERATE AN AUDIBLENISUAL ALARM AT THE U EXHAUST GRILLE OBD 12X12 O 4O STEEL O 25 .02 TITUS 50E-C CONTROL PANEL AND AT THE FACILITIES MANAGERS OFFICE. E SUPPLY GRILLE OBD O O SURFACE STEEL O 30 04 TITUS 35OR a.RTU COMMON"TROUBLE'ALARM. b.LOSS OF AIR FLOW. _ F RETURN GRILLE OBD O O ® STEEL O 25 02 TITUS 50E-C D.THE OPPERATION OF EXHAUST FANS EF-1,2 SHALL BE INTERLOCKED WITH THE G SUPPLY DIFFUSER DUCT 24X24 O LAY-IN STEEL O 25 .70 ACCUTHERM THERMAFUSER-TF-HC 5O OPERATION OF RTU-2. REMARKS: 1. REFER TO BRANCH DUCT SIZE CHART 4. FRAME STYLE TO MATCH ARCHITECTURAL CEILING TYPE. 2. SIZE AS NOTED ON PLAN 5 2-WAY THROW AWAY FROM LIGHT. 31 WHITE UNLESS OTHERWISE NOTED (DIFFUSERS AT COSMETIC CEILING WILL BE PAINTED) H H < ;.. .. nnmi SEQUENCE OF OPERATION AIR DEVICE SCHEDULE SCALE: N.T.S. HoSCALE: N.T.S. n� � � ,• .� �n - � . ., .. nA new�� nn :n n:nn � �. nn �. n� ;� ��:��nnnn � .�... <,-. nn�«n���.. ,.. . W e HEATER FAN MOTOR \ M GAS(MBH) 5/ N G MOUNTING MANUFACTURER FLUE WT. G 4 TAG CFM KW INPUT OUTPUT Wi PH HZ HP V PH HZ RPM HEIGHT AND MODEL NO. LOCATION SIZE LBS REMARKS UH-1 630 N/A 45 31.3 N:A N'A NIA 1115 115 1 60 1550 1Y REZNORUDAP-05 RECEIVING AREA 4" 60 1.2 W U QTOLU REMARKS: _ ,y L,L 1.SUSPEND FROM STRUCTURE USING�'THREADED RODS AND VIBRATION ISOLATORS. __ `� /�` V/ O 2.PROVIDE UNIT WITH VENT KIT. _ r W Z Q J F F J nm�,n.....ennna snWn �mea e �rr..i n Wu--"-.. wmrnnn mmu a------- LU F8UNIT HEATER SCHEDULE n n n Y SCALE: N.T.S. Q �nOn nn inn �nn� nn� , ELECTRICAL DATA T S.P.IN HPI CONTROL TAG CFM WG. WATT$ RPM V PH HZ SERVICE MANUFACTURER AND MODEL NO. REMARKS - E EF-1 300 .125 1"W 1350 720 1 60 EMS RESTROOMS GREENHECK CSP.A390 1,2,3 E EF-2 300 .125 144W 1350 120 1 60 EMS LOUNGE GREENHECK CSP-A390 1,2,3 N� REMARKS: APPROVED FOR PERMIT ISSUANCE 1.PROVIDE WITH UNIT MOUNTED SPEED CONTROLLER, SCOTT FAZEKAS&ASSOCIATES,INC. 2.PROVIDE WITH DISCONNECT SWITCH. '`/ DATE 3.SUSPEND FROM STRUCTURE USING 318"7HREADED RODS AND VIBRATION ISOLATORS. •✓��i"ns have been reviewed for adherence to the p a codes and ordinance. Authorization is U s epOPeSSrO =;,led to issue a building permit pending = p VAN 'Y47 .y all applcab{e City agencies. _ .�QtS Sr Q �� EXHAUST FAN SCHEDULE o, these plans shall net be construed to A!3 �m pe, t e pprove any violation Of the ap Iicable SCALE: N.T.S. -de durance. No permit presumed to give a aut I v':c.-e or cancel the provisions of such ` MAY 83 2007 REVISIONS C C= 6EXTERNAL AN EVAPORATOR CON.SECT NATURAL GAS HEATING 13 IC AIR TEMP.F° MOTOR DATA AIR 13 OUTSIDE UNIT ELECTRICAL' RE MOTOR TOTAL SENS. TEMP. INPUT MEN MBHT AIR MANUFACTURER MANUFACTURER WEIGHT EER REMARKS G. ENT. LVG. MBH MBH N0. HP F' CFM MODEL NO. MODEL NO. WICURB VOLTAGE MCA MOCP E W NAL HP RPM DB WB DB WB ENT. LVG. LBS. ' 3.2 1030 78.3 65.6 58.1 57.0 120 90 2 .25 62 98 160224 14W184 770 HJE012 DH120N2OP2AAA3 1253 11.0 208/3/60RIER YORK 59 70 1,2,3,4,5. 3.3 1048 80.9 68.0 58.3 57.2 138 103.5 2 .25 52 94 2001250 1601200 1425 CARRIER YORK 1268 9.6 20813/60 66 7p 1,2,3,4,5 48HJE014 Q Q DH150N20P2AAA3 RTU-3 5750 1.0 4.0 1130 80.8 68.0 57.5 56.4 190 135 3 .50 51 92 2701360 221285 150D CARRIER YORK 2090 11.0 20813180 86 110 1,2,3,4,5 © W 41HJFO17 DH180N32P2ABA2 2 RTU-0 3205 1.0 2.5 878 88.7 71A 68.5 57.0 90 67.5 2 .25 45 100 1201180 991148 750 CARRIER YOR0N10 1088 11.0 20813160 44 50 1,2,3,4,5 El i B 48HJE008 DH090N10P2AAA3 B REMARKS: 0 i 1.UNIT FURNISHED WITH OUTSIDE AIR ECONOMIZER WITH FAC70RY MOUNTED DIFFERENTIAL ENTHALPY CONTROLS,AND BAROMETRIC RELIEF. 2 J 9 PROTOTYPE \i 2.BAROMETRIC RELIEF DAMPER SHALL BE PROVIDED AND SIZED FOR ECONOMIZER CYCLE. PRO RO X 163 U 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. �•�/ - STORE NUMBER 4.CONTRACTOR TO PROVIDE CONNEC71ONS AND TRANSITIONS FROM ROOFTOP UNIT TO SUPPLY AND RETURN CEILING MOUNTED DUCTWORK. 9 5.CONTRACTOR TO CONTACT THEIR LOCAL CARRIER OR YORK SALES REPRESENTATIVE FOR PRICING.FOR FURTHER QUESTIONS,CONTACT THE NATIONAL ACCOUNTS PERSON. WD PROJECT NUMBER Q RAIPD0001 2 A A U n...._. ,, � A8PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE M 3 0 '� v SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -, �r���. --nna: n � x . ,. �_ .moo .� a. „��� _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 [GENERAL NOTES: A. ADJUST FINAL POLE AND LUMINAIRE LOCATIONS AS NECESSARY TO ENSURE THAT ALL PHOTOMETRIC DESIGN REQUIREMENTS WILL BE MET. B (MIN.5 Fc.PER SQ.FT.) VA ALL FIRE WALL AND SLAB PENETRATIONS SHALL BE SEALED WITHMM METHODS AND MATERIALS APPROVED BY U.L.FOR THE PARTICULAR - 'P a rs SYSTEM. UTIRY COWANM C, COORDINATE ALL LIGHTING EQUIPMENT WITH FIELD CONDITIONS. 2852 Kelvin Avenue FIXTURE LOCATIONS SHOWN ARE APPROXIMATE AND MAYREQUIRE ]rvine,CA 92614 IITILITY FOUR CA. TFl FPIYf,F rn- N. MINOR ADJUSTMENTS TO SATISFY THE DESIGN INTENT. SOIJTI-IERN CALIFOF NIA EDISON VERIZON 49175176768T D, ALL SITE LIGHTING FIXTURES SHALL BE 208V.PROVIDE AND INSTALL ALL 149.753.7678 F 26100 MENIFEE ROAD 150 5.JUANITA STli LAMPS IN ALL LIGHTING FIXTURES. / ROMOLAND,CA,S2585 WEMET,CA 92543 E. ALL SITE LIGHTING FIXTURES SHALL BEAR UL WET LOCATION LABEL AND wdpanners.com d Fitt WTIEti MIKE J044N50N ALL HARDWARE SHALL BE CORROSION-RESISTANT. 95L92BJ3234 909.929.9464 F. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE REQUIREMENTS. Atlanta I G. SEE CIVIL PLANS FOR INFORMATION ON SITE LIGHTING AND PYLON SIGN # Boston L < FOUNDATIONS. Chicago n"N"'°"'-+yb+ ;� H. USE#10 WIRINGAT EACH POLE LOCATION WITH FUSED CONNECTORS. L Columbus USE#8 GROUND WIRE THROUGHOUT UNDERGROUND DUCT SYSTEM. Dallas "I. PROVIDE NEMA 3R,3DAMP,SINGLE POLE NON-FUSED DISCONNECT Las Angeles ® ! SWITCH WITH PAD LOCK AT BASE OF PYLON SIGNS FOR EMERGENCY CUT Miami OFF. Sacramento t !! tt W d t \®4 t t bb , f 4 / ! K /- t- P J !♦ A K ( ® a\\» � #8176 51 Three-LiphlWnona Wall l.entern j� t- � b♦ CORa#tron:Vdrans tN Thee LWitOI.ANanr Vdall La—i B o.—Finish with Crean 2#B,1#B GRID IN I"C.TO At 254/_` ��'' b!b + sw lGlass SFtle. REFER TO DWG.E-101 FO J OTINUTON !qA . - e .d t p ,, ,: `. 12 TYPE S WALL FIXTURE t ti P SCALE: N.T.S. 8 . r;� 1 C A _7 } ! \ t TYPICAL — 1 !♦ d t PYLON - 2#B,1#B GRD IN VC.TO Ai-32 REFER ! k N t1 SIGN. ��'_ TO DWG.E-101 FOR CONTINUATION. - !! ���� � H i "'✓I .�" DEDICATED POWER AND DATA _ CONDUITS FOR RIA ELECTRONIC �4 b®� l °�q✓i �CSA �� � ,..,: f \ ! 4 MESSAGE CENTER �� FULL CUTOFF FD(TURE. PZ LU 2#0 1#S GIRD IN VC.TO REFER \. ` Q�;3����-; GrOA ,Si•:' 1. �`'��+� `� \, TO DWG.E-101 FOR CONTINUATION. \ b v`ALC1 b°` �s4R�F fis u b®�d N G G®!®o! fiv✓��$p _ - ;ayes i !`®o! z @ lit - '°'! ?" 2#Q1#e GRDIN I'CTOA1.21,29 p b® Q ! REFER TO DWG.E-101 FOR - '✓• W CONTINUATION. ilk b! !�!! �`.! O mow/ 2#10,11 wsbb ��_ GRD INI'C IFTO A \4 W O 5 4! -21 RE E1RT0 \\ _ .fi R\!\b` � I'I z ! RITE AID O. a/ Y !b DWFn E-302 !J \p! k Q FOR POWER # \\b F rfbw! REQ'S. F J W EUSERC ENCLOSURE.COORDINATE 2#10,1#10 GRD IN I"C.TO 4 EXACT LOCATION AND DIMENSIONS WITH !b Al-31,33 REFER TO DWG.E-101 t.i UTILITYCOMPANY,DEVELOPERANO c1. FOR CONTINUATION. OWNER'S NATIONAL ACCOUNT MANAGER. �! �. �` TYPE W WALL FIXTURE V Y REFER TO DWG.E-30219i SINGLELINE ve S d" /'/� (D Q DIAGRAM FOR DETAILS. `c'<, i' F 1 2 SCALE N.T.S. � r - i �1�111 E ii r �j �jj IF E 1� t TYPICAL FLOOD LIGHT FIXTURE SEE t IGHT FUTURE SCHEDULE SHEET �� S P E-303. 'ar^y �Z tS' y t � NOTE: �. � � r$A P 3 p _ REFER TO CIVIL DRAWINGS FOR FURTHER INFORMATION. SAG -C�f - f it � - hf�Fi�if rn✓CJ' � .t '?P70VED FULL CUT OFFFIXTURE REFER TOLIG14TING .� ,-. iNTISSUANCE SCHEDULE ON DWG.ES03 S007F Z_KA8&ASSOCIATES,INC. V fit - 2 98,1#B GRD IN 1'C.TO 'A F� �Ffl Air D - D \ Bit I! A1.23,25 REFER TO DING. s s✓{ F DATE - \ t '*, E-101 FOR _� �F 2t >a., hove n r CI vred for adherence to the CONTINUATION. Q i o e '_1d Jr ar`B. AUthOf ZatlOn is '\ 8 tad s it- ue b hding permit pending COORDINATE EXACT LOCATION t ! EUSERC ENCLOSURE. t 1 ( y all ah•F e Ca a--„cles. ♦b AND DIMENSIONS WITH UTILITY t sl.+ a or granting o a permit based on o, COMPANY,DEVELOPER AND i ,:these pas shall not be tors?rued to p�( OWNER'S NATIONAL ACCOUNT sT" 6 I Of p ove any violation o1 the zpplicabie ,Ln. MANAGER.REFER TO DWG. 'i i s-r di.ance. No permit presumed!o give +!!b! E-3021D-1 SINGLELINE DIAGRAM /( i® 30•-0• to v..!..!s or cancel the provisions a such FOR DETAILS. 7.� i cades nall be va'it9 COPPER GROUND WIRE TO GROUND LUG C ! \� ii✓ L C REVISIONS t E] !! I TYPICAL WALL!� PACK LIGHT P 6 tit REFER TO CIVIL DOCUMENTS FOR BASE DETAILS FIXTURE SEE LIGHT FIXTURE SCHEDULE SHEET EJ03. tit 41 ORD IN#10 p ANCHOR BOLTS SEE NOTE#1 BELOW El \ GRD 1'C. t TD A22TI ! _ El RITTEE AID J !*g R P ! l — FINISHED GRADE AT CENTEROF FOUNDATION ^ s'! t lit b DWG.E-302 .i ! FORPOWERf �e 2' ® W !b REQ'S. LL B !! RIGID GALVANIZED CONDUIT B r 5'MIN. GROUND ROD WITH EXO I CONNECTION 13 BETWEEN GROUND WIRE V/ S t AND GROUND ROD t PROTOTYPE lla., tt 107 X 163 Q F as T3"bb! ®t STORE NUMBER /U !4� ® NOTES: WD PROJECT NUMBER *! t 1.ANCHOR BOLTS FURNISHED WITH POLE.BOLT PATTERN, B SIZE AND LENGTH AS SPECIFIED BY MANUFACTURER. A. RAIPD0001 ,1 E100 W AlELECTRICAL SITE PLAN 1 TYPE P LIGHT POLE AND BASE DETAIL SCALE:1"=20'•0" A SCALE: N.T.S. a 1 2,,... 3_ _ 4 5 6 7 8 i 10 11 _ 12 13 14 15 16 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 GENERAL NOTES: A. TRACK LIGHTING?0 LIGHT GRAPHICS SIGNAGE.VERIFY LOCATION OF GRAPHIC SIGNAGE WITH RITE AID CONSTRUCTION MANAGER PRIOR TO INSTALLING TRACK UGHTING.CONTRACTOR TO FIELD ADJUST TRACK Ners HEADS AS NECESSARY TO LIGHT GRAPHIC SIGNAGE. "" "" 2852 Kelvin Avenue KEYED NOTES. rvine,CA 92614 949 53 7676 T LIGHTING ZONE CHART C) PROVIDE TWO POWER CIRCUITS FOR RITE AID LETTERSIGNAGE. 949.753.7678F COORDINATE WITH SIGNAGE VENDOR.CONTRACTOR TO PROVIDE ZONE# LIGHTS CIRCUITS SINGLE POLE FUSED DISCONNECT SWITCH FOR EACH LETTER. wdpartnemwol 1 50%LIGHTING A1-1,2,3,4,5,6,7,9,28,34,36,38,40 rNE2 100%LIGHTING PANEL A2 PROVIDE POWER FOR SIGNAGE.COORDINATE WITH SIGNAGE VENDOR. AYS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT THE FLOORDUSK TO DAWN WALL PACKS,SITE LIGHTING . O LIGHTS CONTROLLED BY OCCUPANCY SENSOR. Atlanta 3 POLE CLOSEST TO FRONT ENTRANCE A1-21,31,33 Boston O 4 NOT USED. Chicago L 4 SITE LIGHTING PYLON SIGNS AND EMC Al-23,25,27,29,30,32;A1-37 EMC' L Columbus 5 CANOPY LIGHTS,SIGNS A1-8,10,11,12,13,14,16,18 O JUNCTION BOX(12'X12"XB')ABOVE ACCESSIBLE CEILING.RUN IIYC.IN Dallas NIL NIGHT UGHTS Al-15 WALL,STUB BELOW SLAB AND EXTEND TO SITE LIGHTING POLES AND Los Angeles PYLON SIGNS. Miami EM EMERGENCY LIGHTS A1-17,19,20,22,24,26 8 PROVIDE 3912,1912 GRD FOR ALL EMERGENCY LIGHTING CIRCUITS. Sacramento 'EMC(ELECTRONIC MESSAGE CENTER) O 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. OJUNCTION BOX(B'X8'X6')ABOVE ACCESSIBLE CEILING.RUN VC.IN - WALL,STUB BELOW SLAB AND EXTEND TO DUSK TO DAWN SITE LIGHTING POLE. OJUNCTION BOXES(1-POWER,1-DATA)ABOVE ACCESSIBLE CEILING,RUN 314%.IN WALL,STUB DOWN BELOW SLAB AND EXTEND TO R/A K ELECTRONIC MESSAGE CENTER.REFER TO DRAWING EAD0. K O FOR COSMETIC LIGHTS SEE DETAIL K10 ON DING.E-201. LIGHTING ZONE CHART O 10 THIS EXIT SIGN IS TO BE PENDANT MOUNTED. KSCALE N.T.S. J J !~�I 8.7 8.2 8.1 8 Ar�oJE,^,T `13T' Al-11 i At-13 At-1818 1 Al-13 i Al 31/33 FOR SITE ... �i =. I 2 -_........_.. ...... ._.__. I LIGHTING rtti Zl H _ �_ - At 210 FOR SITE LIGHTING 1-32 �' M - �• / H Al.-1 . �\` _ 2 7 - I , •! [g' ,�-^�A7n1719 0 : y_.:-...--.- 7 \ _ .... -... — g2'13 - '-Q Al-8 _ - [ o �Y=�1E .-A1:202 aA A .IAE A A E�.. A2.15 A2-15I I A2 S A a; -,--�_____ _ 0; _� 1 1-9 A_,„„_,,,, � FWiU�.CENtE0. N IGIC�IA1 / \ j�� � M Al-11 „1 At-20,22 ! A2-15 1 20,22 -B A2-19 _'A1 20 22 G G ` i Al-20,22 ig yTO� Q A2 Al 15 G m '`z`•I I E j ,AEt _f._ jA A7.20.2 AE -©- I A : iA __-'--1•"-.._ AE E IA ;-- AC_I .._ A - A.J E-,i. --.-.- I A LU % --� �..._ tu!-:Tvaasww - - .._ r i 3i '.-�f2S! Al-15 , A1-7 _ A7-9 A2.15 _..._ Al-7 _ !A213 I /K/ A115' LL ,�_,- 5 -g I 9 A215 ... A'�-5� I I At-1 ) i - — i ��-� A A =A A �E- A A A i I T �W/ , AJ 13 A21 __... A213_ A21S I ! A2-13i I _ .. �/� 19 i�. - i f .-.�,-- 1 7.. — Al 7 '-A1._7..; -_ Al 7 .._- _Al-7..._ A213 I .. E W V/ O 'N - A293 .... ... _ A A - A 1 A A I„ A-11 �..._..�. _ _..... .-. .. .. 3 V A2 13 -r--,-_.._....�... ... F-`--.• .-. ! 2 i A7-pA9 '„ [ I`) j.: A2.13 I i Al-7 - Imo; ^ T ^ 1— �_... ,._.� 12022... .A2-13 AI-15: —n2a3 v- -� _ ..,. A.... _ A .—.-_ .._.. .,.r_ : -.:'" W A2-19 " .. - #. ... __ ! :ail I JA1-20.22 ' ..._.... r u I l � 1-7719; II A1- ��i 1-7 iA �� LU Al-7 � A2-13� !� I Ap1 ROVED CD _ . E- .t, r - - ¢ - -`�' i v , I F09 PER!J!T ISSUANCE ` I 1�1-5 : At- Al-5 A7-5 A2-111 1-2022 A110 , „d;-_ I. K...„„,,..-_ t.-_ ,„„ __ _ ._ -1..._ .,, n 5 OTT FA-EKAS 8 ASSGCIATES.INC. ..... .._. ..- ,., —.-j ._.A ..A _. i 1 i Ir'i !A . _ ___ _ -._E _ _ ,A y� ......€n,4 ,,,, Al-20,22 s I 1 1-2022 >Y DATE r..". _. „_-- _.,.,,,_ .� -nce to the Al-5 ,: :; I f _ ., ,...-. _-.--,._... �A2-11 + have b.nd ordrevnan . adtho 1= , A7-1S E Al-5 I ! A15 A2-11: A75 cede_and ordinance. Aulhof2ation is ..._" ..........: - A �._ _F. .: d to issca a^u"d ng permit pending i. ..,; _ ..._ .;-' _ ail ap;rl:;ab„Cty:._...T� ......_ Elit I ... • ! -..-_.,..... .--_...;_ Aid ,,, L �.A1S ,,e ss:_n nra or arar,ting of a Permit based on ^n. j . ... - t At i 1 A217 A2-91 I 1 [ .J of Ineso lava sha"not be construed to i '1','. 0 vr._ .................. .. _..--..A €_ A t At-5 A2-11 ..-... ! _ p i A2-it IA .� <A A2H ! pany v.ciat:on of the applicable „r oL:rlance. r!o permit presumed to gve Y I. � E ! 2 u -A1. ...:: ... '2.^v .._ -_. ....... .._ r _. 6--- ..._,... . ._. ......._ :_.. ..... ......._.. - _.=..._.- _ - - - �. ._"'_ --,A,_. q _ - - ..... _{ �G eutfio'I;y'a a'o�ata or cancal tl:e P'ovis!ons of such _ codes sra:!be vaRtl. t~ 2 A11 -l1E �m Ai-3 A2.9 - t3 _ 79 1-24,2& g E '-#- S' Al-5' I :A I A211( .......A1.3 —A _. A29.-!-..._.._ A -._.... ' 1 Al-3 A2 9 _ Al-3 Al 3 Al 3 A7 3 A2-9 "17— I A2-9 v�-�� _ TO RECEIVING I .;- ;. TOP OF CLOUD A GA 1 D I:AREA LIGHTS ] ' ' !j(. . CEILING (A)INDICATES FUTURE TYPE. RE.LETTER �II � - REC BED IGHT9 !A Al-3 _ Ai-3, A2-9 J\124,26 Al-2426 A14 FLUORESCENT LIGHT FIXTURE. DOWE _ _ Al-1 ` A1-3 A2-B ' IN A1,24,26 ' 2X4 FLUORESCENT NIGHT LIGHT FIXTURE TO REMAIN CLOUD CEILING AY4 A !A ! E !A I i -14E I A !A f ALWAYS ON.LEITER(A)INDICATES FIXTURE TYPE A TO ZZANINE __.._..,..._._...._ ._.__.,. - - ! ) I LIG A1-24,26--�- q1 ! 1 qY-9 ! I A2-7 A27 ' i AN I Al-l' R I A� 2X4 EMERGENCY FLUORESCENT LIGHT FIXTURE. / --r---- -+ ---i- -! LETTER AE I -o p Al-1 A71 r A7-1. ����� � G ( )NDICAIE3 FIXTURE TYPE. ti I AE -� Al 9 A•-.'••r A 'A A' A -- Tro A - IA yf O 1X4 FLUORESCENT LIGHT FIXTURE.LETTER .... _ IB)INDICATES FIXTURE TYPE. i A2-7 , ,-.- ' A27 _ A2-7- A2-7 A2-7 BE 1X4 EMERGENCY FLUORESCENT LIGHT FIXTURE. -AI A. A A7.1_1_ �..J.... Al 1 ..-.-A7- 73y----� ......_1 1 LETTER(BE)INDICATES FIXTURE TYPE. I Al-17,19 AI-17,t9 J A _ A — .A sA _ A ! �- IA C REVISIONS , _ — _P,-, i 1X8 FLUORESCENT LIGHT FIXTURE.LETTER jJ _ _,.. ' I - _ � ••'�' A111 0° INDICATES FIXTURE TYPE C (( 3 A27 1-2426 I A2-7 Al Al-2426 A11 A2-7 I 12426 (C)IN Ci m PCt 04-30A7 - XB EMERGENCY FLUORESCENT LIGHT FIXTURE. El C81 05-04-07 ' A m A qE ! A E I !A - , I C® LETTER(CE)INDICATES FIXTURE TYPE. ICE C C CE El HD1 05-16-07 \ n2-T.. A'S3 DO DXB 6" 'FL ORESCENT LIGHT FIXTURE. ®_LETTER(0)INDICATES FIXTURE TYPE. I A1.17.19 I I `7 A Al_1 A A2 7 A A ' ;°_'- _- - _- �:- - -T El I u€ ; -- Z;. —....`- FLUORESCENTLIGHT p LETTER(E)INDICATES FIXTURE TYPE.00 0_. 01C 121 F FLUORESCENT LIGHT FIXTURE.LETTER P FO Al-23125 R SITE s ® (F)INDICATES FIXTURE TYPE. El FOR PYLON130 -7-'-- G TRACK LIGHTING FIXTURE.LETTER e e e g @Q (G)INDICATES FIXTURE TYPE. B } I DOWN LIGHT.LETTER(1)INDICATES O FD(TURE TYPE. ..... EXIT_. _�� ( I EXIT LIGHT. Q j I o '[ I I) o EXTERIOR LIGHT FIXTURE.LETTER(L) PROTOTYPE J 1 I i INDICATES FIXTURE TYPE. 107 X 163 LL I ✓ ! EXTERIOR LIGHT FIXTURE.LETTER(M) /11 [,�}J(y� {�^� j {�` QUM INDICATES FIXTURE TYPE. STORE NUMBER V .J 6K \ L 0 JUNCTION BOX. E OCCUPANCY SENSOR. A WD PRRAIPDO 01M8ER r A LIGHTSWITCH. s ,^ CIRCUIT HOME RUN. DIRGGITWIRING •V[ 'I �� 1 V AlLIGHTING PLN MEZZANINE A LIGHTING PLANW SCALE: 1/8"=1'-0" A SCALE: 1/8"=l'-0" 1 2 3 4 5 6 7 8 9 10 11 12 1 13 14 15 16 1 2 3 4 5 6 z= 7 B 9 10 11 12 - -"13 14 15 16 GENERAL NOTES: A. UNLESS OTHERWISE NOTED,ALL RECEPTACLES ARE MOUNTED AT 20"AFF. B. UNLESS OTHERWISE NOTED,ALL MOUNTING HEIGHTS LISTED M T' ARE TO THE CENTER OF THE WALL BOX OR DEVICE. . C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACES AND M partners EXTERIOR ARE RECESSED UNLESS OTHERWISE NOTED. 2852 Kelvin Avenue Irvine,CA 92614 949.753.7676 T 949,753.7678 F KEYED NOTES: wdpanners.00m OPLUG MOLD PROVIDED BY RITE-AID,INSTALLED ON TOP OF GONDOLA BY CONTRACTOR.PLUG POWER CORD INTO RECEPTACLE MOUNTED AT BOTTOM OF GONDOLA.REFER TO Atlanta RITE AID FIXTUREIDECORE PLANS. Boston L O PROVIDE(1)3/4"C.IN SLAB FROM WALL TO STUB-UP INTO L Chicago FIXTURE.VERIFY LOCATION OF STUB-UP WITH Columbus ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING _ Dallas UNDER SLAB CONDUIT.STUB UP THROUGH WALL TO ABOVE Los Angeles ACCESSIBLE CEILING SPACE. Miami .0 WEATHERPROOF RECEPTACLE MOUNTED IN KICK PLATE OF Sacramento GONDOLA JUNCTION BOX MOUNTED ABOVE CEILING.SEE DETAIL E9,SHEET E301. OPROVIDE(2)314"0 ONE FOR POWER,ONE FOR LOW VOLTAGE IN SLAB FROM WALL TO STUB-UP INTO FDC URE.VERIFY LOCATION OF STUB-UP WITH ARCHITECTURAL AND FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT.STUB UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING SPACE, O PROVIDE(2)3/4'C.UNDERSLAB.STUB-UP INTO PHOTOSHOP K 5 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 2"FROM THE DOOR FRAME. OJUNCTION BOXES LOCATED ABOVE SLIDING DOOR FRAME B FOR POWER CONNECTION.COORDINATE WITH SLIDING DOOR MANUFACTURER. O ELECTRICAL SECONDARIES BELOW GRADE FROM 9 TRANSFORMER. ROREFER T.DWG.E1OO AND E302 FOR ADDITIONAL 10 MICROSWITCH ACTIVATED AIR CURTAIN.VERIFY LOCATION WITH OWNER REPRESENTATIVE.FIELD COORDINATE EXACT J LOCATION. 11 AIR CURTAIN SHALL BE MARS MODEL NUMBER 72HV-2 OR EQUAL. y } ( a PR.,;6J PROVIDE(2)W4"C.IN SLAB FROM WALL TO FLOOR BOX. C� C 6.7 B.Z. 8 Fl 1z i T / VERIFY LOCATION OF FLOOR BOX WITH ARCHITECTURAL AND € J FIXTURE PLANS PRIOR TO INSTALLING UNDER SLAB CONDUIT. € I i STUB-UP THROUGH WALL TO ABOVE ACCESSIBLE CEILING € SPACE FOR FURTURE MEDIA CENTER.PROVIDE FLOOR BOX. I I I 13 DOORBELL PUSH BUTTON AND BELL UNIT REFER TO DETAIL ' E13 ON DWG.E301.COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. I I I I ) I ) I ( I E201-A10 ( 14 CONDUIT STUBBED UP AT WITH FINISHED DFLOTOR LOCATIONS FOR MOUNT AT 20'A.F.F. . I ; jjjjj] C,EN7Ej2WNE QE,600R ,EAGF,i WAY STUB UP IS TO BE 28' Fi `...t/'1 ROM THE DOOR FRAABE OF THE AUT06AATICE{�71TANC�r - - - - - _..,_ Q4 C DOORS. HEATER REFER TO PLUMBING PLANS F }` - - _ . .............: ..... ....._ ._._ ,� � ..� ....:... _...�,5.\...,.. .. J � �w FURTHER INFORMATION 23 B2�29�. 27 A2-14 j C-28A""I 8 / ('' "^ h `� � ( ,4X4 J-B➢X-LOCe,TE AT ANARMACY SE(',URITY GATE MpT9R 0-2.4. C61, -10 87-14 -16 - , € 7 V-.. _ .. -- • ' 81-19,. -� { °� 2 - 'A2-18 € SWITCH FOR PHARMACY NSECURINCGATE MOTOR VERIFY O EXACT LOCATION IN FIELD. b+Y\ € -35 - } 112-25 I 3 ! I I i 1 [ ! 12 _ ...._—t I _.......... ) (r`.y 14 NOT USED. O „ _- I i i III I B2-, h -— s.� w OO8 PROVIDE DUPLEX RECEPTACLE FOR FREEZER UNIT IN - B I III � I II I I I" 6. `` 2_3 7 9 > � 3 _ L 8 ADJACENCET CABINET. I (. Bt iz � ,i I I `� �� 4 E2G,-G,D ,;_\82.-2 III ; I III ; I I III ; III III III _ ,9 ,e m \ ,_4 1 2G �" EE `L TELEPHONE CONDUITS IN WALL UP TO MEZZANINE ELECTRIC B .2Ik! � F"` €) - ROOM,REFER TO DWG.E100 AND E201 FOR ADDITIONAL 0 22 € !(!( I I C-5 r R c `7'fi INFORMATION.COORDINATE WITH WALL CONSTRUCTION. 1 I B ''Y2 REFER TO ARCHITECTURAL DOCUMENTS. w_ HO I `W_.J 23 ( _ ; 1 C I " - �• z 6#14 TO ROOF TOP CONDENSER CONTROL PANEL FOR a.3 I III I I I III III III III III I I , I i 21 LU c� B ' PANEL FOR COOLERS. TOP CONDENSOR CONTROL io J J 2-7 FREEZERS. +20' �B2-21 + ° III ICI II ( � III III III III I € ; s 9'-9" ,9'-„ 1QOw PROVIDE 3#12•3/4'C FOR 208V SINGLE PHASE DEFROST T �/ - - O ---------- 2 POWER FROM ROOF TOP CONDENSER 2 LL WIREMOID WALREf�---� O I € I \'/-\ - € " }2(1" J I ;�'-'� ( R B 38 B2- { 23 PROVIDE TWO JUNCTION BOXES ABOVE CEILING ONE FOR W - FLOOR ''. ASSEMBLY. POWER ONE FOR TELE/DATA FOR FUTURE RAPID SCRIPT MACHINE AND RECEIPTS E201-DlO I i I 24 TWO COMPARTMENT FLOOR BOX ONE FOR POWER ONE FOR LL 16 (�''(�1j I IF 82 TELEIDATA. - I--I-I---- ....I .4. .— _ 25 SECURITY CHECKPOINT CONTROL MODULE,MOUNT F J -- S. O RECEPTACLE AND MODULE 12"ABOVE FINISHED CEILING. W I I ( [ [ I POWER JB MOUNTED 14'A.F.F.FOR 120V DOOR PANIC BAR LU �---+ 2.8 - - X v 24 I1` [ /Y '� € I 28 AND ALARM.RUN 1/Y CONDUIT TO THE 2X4 JB MOUNTED 48" C� �/ / ( A2-22 I 20 I 19 ( A2-17 I A.F.F ON THE HINGED SIDE OF DOOR#114A.THIS IS FOR KEY '�?' i 3-0' [ / / FOR GDN LA SWITCH THAT CONTROLS THE DOOR PANIC BAR AND ALARM - 10 -� - --- - UGHNNG.I I € POWER IS RUN TO THE ALARM MOUNTED 14'A.F.F.ON THE 17 '4 '--Y [ FOR GONDOLA•.2 FOR GOND R(X1NOQ 2 1 I I I , 1 , I �_18 I I SALES AREA SIDE OF THE RECEIVING ROOM WALL J UGHIINGr� �/, Uumunw/ �j \ I E € ; i I' 27 POWER JB MOUNTED 15 A F.F.FOR 120V DOOR PANIC BAR I II 82- a ; B2-17 16 ,,,_7 •` /' _ -- I € _ ' _ - -- ( I - 4 i B MOUNTED 4r Al 38,40 AFFAONRTHEHNGE HINGED OF DOOR#1 RUN 1/2'CONDUIT TO THE 14AJTHIS IS FORTHE I -38, A2-22 7 A-20 I p2-19 I A2 17 KEY SWITCH THAT CONTROLS THE DOOR PANIC BAR AND CT-14 - ALARM.POWER IS RUN TO THE ALARM MOUNTED 15'A.F.F. - E I �-2 DIRECTLYABOVE DOOR#101. .22 E - 17 2 I — - -- - -- - - - - -- zo 1z€k'._ R2 A2 17,,l _ 4 � r��_ — -- _ __ _ __:-__. _ _ _. — � _ .._ .I ,-34 E G E N D () € r-- v 15 DUPLEX RECEPTACLE MOUNTAT 20"A.F.F. 12'-4" T-9" j 13'-11" 7.11" 8'-3' g ( UNLESS OTHERWISE NOTED _ Bt 911 J B27 I t T" I DUPLEX RECEPTACLE WEATHER 00 9 € € € r I I� ° P D PROOF 11 • 1 ! �� I I i FI DUPLEX RECEPTACLE-GROUND FAULT 12 ` I INTERRUPTER _ P i 91 .y 2 _ € I - I I yyp DU PLEXRECEPTACLE•WEATHERPROOF W/ I € € 9 A2 20 ws }—-- .� , :L Z. ' III I I ; III III I ,( I I I E ! I l i I I I I I ( I I ( I ( j I l�2-} �GF1 GROUND FAULT INTERRUPTER D" ( I -6 30/30/2 I I I I I I III III I I I I I III I ( I j I I I I I 1 QUAD RECEPTACLE-ISOLATED GROUND j J ! 02-15 i- 82-11 [ [ I I ; III I I ? I I I I ! I I III 3 ! ! DUPLEX RECEPTACLE-ISOLATED GROUND I B,-2,,23 III III III III I I III III I III III I I I I I I I 'I i GAS FlRm I I I I I I QUAD RECEPTACLE-MOUNT AT 20 UNLESS OTHERWISE WATER B2-41 IN LINE CIRCULATOR NOTED �( I HEATER PUMP cDGP-„ III III III I I 11 I I I I , FLOOR MOUNTED DUPLEX RECEPTACLE INSTALLED E = I ( { I I I [ III I I I I ( ( ( I I UNDERNEATH GONDOLA. S� I III III € � I I I I III III I ' � a MOTOR 1 82-39 III III III III III I UH-t 26 I I I I ( ( ? € I i € I I I I I I ( ii 1I1 I ; ! ® SPECIAL RECEPTACLE C 30 _i I I _.....1 I ! C T REVISIONS CEILING MOUNTED RECEPTACLE-MATCH RECEPT. I I I &COVER COLOR TO CEILING � H01 05-16-07 `I B 'AFF 22 22 - = 0 PC2 05•24-07 I [ O JUNCTION BOX I; A2-3 A2-5 , El 3 • €t 11 IA141 I 82-4 B2-4 I Bl-1 81-3 B7_ �_7 3 ,€ I i QQ METER _ ❑ 10 TRANSFORMER —_}{}{,, -- -_ _ OJ DISCONNECT __—.v.._.._ ... —..... J.` J J'. .Y J m �. ______ @r FUSED DISCONNECT 0 _ El / HAND °=I.�✓ +48" �''13 21 0 2t > o 0 0 2 -f-i- FOR PERMIT VED DRYER ISSUANCE m CONTACTOR G I I 13 J uC0'ri FAZEKAS 8 ASSOCIATES,INC. • B I + Q SENSOR FOR AUTOMATIC VESTIBULE DOORS B I I ( I DATE — es rns have been reviewed for adherence to t Ms MOTION SENSOR codes and ordinance. Authorizat;on € arced to issue a building permit pendi KP KEYPAD ?}{.y all applicable City agencies. © PHOTO-ELECTRIC CELL PROTOTYPE a e 'o ance or grantingof a 107 X 163 of these lans hall not he construed ce n cr approve any violation of the applicab' O CUSTOMER CALL BUTTON c r ordinance. P!o permit presumed to gi DOOR BELL PUSH BUTTON STORE NUMBER r;.!ae or cancel the provisions of su code sTtzNsbe valid. - h1 K , ji'T) B A ® DOOR BELL WD PROJECT NUMBER `"-'� HOMERUN TO PANELBOARD A RAIPD0001 Uj --- UNDERGROUND CONDUIT — ABOVE GROUND CONDUIT O POWER PLAN POWER PLAN THERMOSTAT A SCALE: 118"=1'-0" A3 SCALE: 1/8"=1'-0" ° Li REFRIGERANT SOLENOID VALVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES: A. FIREALARM 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, M CONDUIT AND PULL LINES. IN partners C. ALL TELEPHONE,DATA,COAX AND OTHER LOW VOLTAGE WIRING SHALL /" BE SUPPORTED WITH HANGERS ATTACHED TO ROOF STRUCTURE. 2852 Kelvin Avenue Irvine,CA 92814 949.753.7676 T 949.763.7678 F wdpartners.com KEYED NOTES: O CONDUIT AND STUB UP FOR THE SECURITY PEDESTALS,SEE SHEET Atlanta NOTE#14 ON E-ID2 FOR MORE INFORMATION. Boston Q2314"CONDUIT FROM STUB UP FOR THE SECURITY PEDESTALS.RUN TO Chicago L J-BOX LOCATED 12"ABOVE THE FINISHED CEILING AS SHOWN.SEE L Columbus SHEET NOTE 925 ON E-102 FOR THE POWER REQUIREMENTS. Dallas O SINGLE GANG J.B.24"AFF W/314"C. Los Angeles Miami OJUNCTION Box(SIZE AS REQUIRED)MOUNTED 60•AFF WITH AN 1112- Sacramento EMT TO V-V 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-SOX WITH DUPLEX OUTLET I2'A0()VE FINISHED CEILING OR STRUCTURE. K O FAX MACHINE OUTLET LOCATED BELOW COUNTER. K g B 'O (3)SINGLE GANG J-BOXES AT 54'AFF-(1)FOR LIGHTING,()FOR HVAC SETPOINT,AND(1)FOR VOLUME CONTROL WITH(3)We CIRCUITS.SEE ELEVATION G5,SHEET E201 FOR DETAILS. 10 SINGLE GANG J.B.50 AFF WI V4"C. I, O SINGLE GANG J.B.40'AFF W/3/4"C. L 2 TWO SINGLE GANG J.B.W1 Wit"(1)AT 18'AFF,AND(1)AT 48"AFF. 13 SINGLE GANG J.B.@ 24"AFF O.C.W/1-1 1R'C, 14 SINGLE GANG J.B.86•AFF WI3/4'C. J 15 DOUBLE GANG J.B.@ 24"AFF O.C.W12-11/2"C. J ti /r�-�� RODEODOUBLE N t( J ?� a G ,,� B.2 8.1 6 >S t P�CJ=�/ 1B FROM J.ALL.4•AFF O.C.W12-1112"C.30'BACK FROM EDGE OF WALL. 17 NOT USED. I I I I 7�7 16 OF THE ANGLED WALL BEHIND THE PICK UP COUNTERTH SOLID COVER T-6"AFF. S INSTALL D IN THE ENTER IT ? 1 BLOCKING IN THE WALL FOR THE SECURITY MONITOR.CONDUIT TO BE I I I I l I Il RUN TO C ABOVE THE FINISHED CEILING. SECURITY J-BOX WITH QUAD OUTLET I2"ABOVE FINISHED CEILING. ' i _ _.. ._............._ __._ ...... � 'r ._:1...._...... __... _ ...... -. ._ .._.._ ._.. ..._.10 - r.., FINISHED CEILING. H 4.2 - ...__ .. _.. _� - .... .'_`. ............. ........... 3..._ --"-_._...:"" ._.';. _ -- FIRE ALARM CONTROL �.... � LET MOUNTED ON WALL 12"ABOVE H i - SECURITY J-BOX WITH DUPLEX OUT 1 ._ RE 4,1 20 f 4 0 r - ry __ 4.Q 21 REC�EEOA�LME SHALL BE MOUNTED B 0 AFF AND CENTERED ON THE .......... I t. -t ;Z .t- ... * .. / IT,...._ - 3.J P2 SINGLE GANG J.B.AT 24"A.F.F.Wl VC. - 1 _ I 0 E 0 TELEPHONE SERVICE I ' =t< j...., _. ,., i _ L4 T BELOW GRADE FROM ,,.-C. ] ii h e 'U' F' STR "„_._'}EET. i .."' � "� ) .._._.. - ._,.. I t_ .....-.................... F k, - -__- _.-T CD \ `,.. -.... _... ----'- 3.6 _ -. __ „ e w I ,. �s N G I I I t I _..... — 3.4 G Q I B �o i ° — I l [�` MEZZANINE RTU- LL 1m1 ' � � 1 1 I 13 T Z � F t --- 3.0 _. ..- 3, F J W a 2 8 LU . k 77 ! i o _ t; f T ' 3 Y L t 1 ( 2.1 i 6 I - l: r i i d �.� °� I I i APPAOVED 01 ��Mf ISSUANCE rOT FAZEKS&ASSOCIATE S,INC. 3V� DATE e� codes a;d o dinarce. A tt for zat toni is �//'p''J"�;�j - - sue a bu;ding permit pending �..J d I t I , ! -_ _ I -- - - - _- 1 — '- _- — I -1 app„abAl City aUenc'as. f ,.._ ! € nee or gram^ ct a (�LZ c o -I e these an s1a��no'pbemcors�n�ed so p approve any v o'atlon of the ap Ucable 7i ,�nance. No perm presumed so give - o v. ve or cancel the provisions of such .oc'a h..;,i- .a.td. REVISIONS i 4 ; it C I t t a t , o 1---- i I P a ! LJ i � 1 EGEND -L. ........ ......_._......_...-�� _ E € € _ _ I QUAD RECEPTACLE-ISOLATED GROUND It F �r 1, '0 JUNCTION BOX El F 1 o o 0 o a o 1.Q H DATARECEPTACLE 13 I El U ( f ( pl TELEPHONE RECEPTACLE EE Ei { Kv KEY PAD B T 1 SECURITY CEILING PANEL.PROVIDED BY RITE AID =. ' £ SECURITY VENDOR INSTALLED BY CONTRACTOR. r I o t ® SOUND SYSTEM. PROTOTYPE I u-r`rY HORN STROBE COMBINATION 107 X 163 Q FIRE ALARM PULL STATION , STORE NUMBER W R M C Cy 3 B DUCT MOUNTED SMOKE DETECTOR ii. WD PROJECT NUMBER R FRCP FIRE ALARM CONTROL PANEL A U A NN. ANNUNCIATION PANEL W wn .sn SMOKE DETECTOR 2:a El 03 W Al ELECTRICAL PLAN A3 ELECTRICAL SECURITY, COMMUNICATION PLAN 1'SCALE: 1/8"= -0" SCALE: 1/8"=1'-0" 1 2 3 4 5 6 7 6 9 � 10 11 12 13 14 15 16 1 2 3 4 0 5 __ 6 7 8 _ 9 .. 10 —- 11 12 13 14 15 16 _. GENERAL NOTES: A. UNLESS OTHERWISE NOTED,ALL RECEPTACLES ARE MOUNTED AT 20' E AFF E G B. UNLESS OTHERWISE NOTED,ALL MOUNTING HEIGHTS LISTED ARE TO / " THE CENTER OF THE WALL BOX OR DEVICE. _ M NOTE: C. OUTLETS AND JUNCTION BOXES IN FINISHED SPACESAND EXTERIORARE MRpAerS FIXTURES ARE MOUNTED ON TOP OF GONDOLAS AND FED FROM RECESSED UNLESS 07HERWISE NOTED. _ UNDER FLOOR CONDUIT CIRCUIT AS LABELED. 2852 Kelvin Avenue s ........ _ ._._.... ....__._ .....`.�.'_. _. — Irvine,CA 92814 — FLOOR BOX CAEOEPTA LE — 949.753.7676 T .....r.-.-.� 949.753.7678F FOR SEA ,SdNAL LIGHT G. wdpartners.com , A KEYED NOTES: : --- --- i T,O (3)SINOLE GANG J-BOXES AT 54'AFF-(1)FOR CU-11AG1 TSTAT,(1)FOR f 1 k 1 REFRIGERATION ALARM AND 100%LIGHTING CONTROL AND(1)FOR A H/% A� H-' VOLUME CONTROL WITH(3)314'CONDUITS SEE ELEVATION G5,SHEET Atlanta i a Al ,/fi Ay�6 E E201 FOR DETAILS Boston c %` A —— DOUBLE GANG J-BOXES WITH 1 11Y CONDUIT EACH.i BOX FOR L L Chicago A A j/ A y �i DATNSASI,AND 1 BOX FOR CATS.SEE DETAIL DS ON E201. Columbus i ' DOUBLE GANG J-BOX WITH I112'CONDUIT.BOXFORN MONITOR Dallas O OUTLET,SEE DETAIL IDS ON E201. _ Los Angeles A '"f . A H.r.' A FI'� Miamira € O SINGLE GANG J-BOX AT 64'AFF FOR SECURITY WITH 3/4'CONDUIT.SEE Sacmento I A A K J A 4 ELEVATION G5,SHEET E201 FOR DETAILS. I T LENSON E FIXTURE ''f ( \ SINGLE GANG J-BOX AT 10'AFF FOR HORN AND STROBE. - - OPROVIDE(2)DUPLEX RECEPTACLE INDRIVE-THRU CANOPY FOR ' BLOWERS.COORDINATE EXACT LOCATION WITH ARCHITECTURAL ( DRAWINGS AND BLOWER VENDOR DRAWINGS. 6 O NOT USED. t K _ � SEE DETAIL A90N DRAWING E301 FOR CONTROL WIRING DIAGRAM FOR K DRIVE THRU. ODOUBLE GANG J•BOXES WITH 111YCONDUIT EACH.2 BOXES FOR VSAT. SEE DETAIL D5 ON E201. LIGHTING PLAN GONDOLAS 10 4X4 J-BOX AT 24'AFF ON CENTER WITH(2)11Q'CONDUITS. - O K10 SCALE: 118 V-0" r r } OPEN ,I RESERVED SPACE FOR 1='. ALL SERMCE ENTRANCE b CONFIGURATIONS. 6. ( 33 PANEL NOR v �i ELECTRICAL SECONDARY= PANEL B1 PANEL C J-BOX FOR PANIC FROM EU�C PANEL B2 BUTTON IG C-11 PANEL BACKBOARD 6XIIX24 WIRE WAY MOUNTED 8'HEIGHT X�'FIRE 7W GC-11 SECURITY ABOVE CEILING FOR U(71TING 54" AF a G a13 -- T 0 0 E RESISTANT PLYWOOD GC-13 PANEL Al PARING DISTRIBUTION. PROMDE H YYYY BACK BOARD. 7t GC-13 BACKBOARD _-A-- € 2 2'CLOSE NIPPLES THRU H CU-1IAG1 TSTAT ! IG C-15 ELE PHONE I 1 WALL BETWEEN RACEWAY AND e-55 t PANEL BACK BOX FOR(WRING. REFRIGERATION ! \ ,p �-OF 2). ALARM AND 100% - NOTED OTHERWISE. M ---_ LIGHTING CONTROL O 30'A.F.F.EXCEPT BPEAKERCONTROL ALL RECEPTACLES C-30 € �£ €I 4'XB'HEIGHT X-'A E RESISTANT PLYWOOD BACK BOARD.:} G Gx O04 W Q `^_ ELEVATION -OFFICE INTERIOR l/�+ ELECTRICAL ROOM PLAN ❑ V� SCALE N.T.S V 1 0 SCALE: 1/4 =1'-0' a 0 W _EUx Lu I—I P J Uj LU I r ( � Q I I I I r NNCR MONITOR /3 s OUTLET B23.,.,,7,,,,.,,,,,,_ k/ wv 48"AF_Fe$SS 5 42 AFV 1 m ABOVECEILIN E NTROL Bo E J-BOXFOR [ • i"� 1 AUDIO SWITCH AND - LOWVOLTAGE STONER CABLES UNIT POWER _ 18"AFF i -- DRIVE-{1P O I ; LF AppROVEJ-BOX FOR(2)DATA W -- OR PE�S4RASSOCIATES.INC(1)SABIFAZEKAJ-BOX FOR CATS BOX .. _ -—— GAF e I zh_ w. 2 Yav� a Haan rcv awed for adhr _ _ r e;,. issue arbu,IdmgAperrnt pending i O �.-.......... ed o I C6v agoncies. Mil ....................-.� .,. �. ... ....- .. "ar,ce or Partinst,aH notbe conar�eao° 5 - 1a^�s P th e oPP c ble to of n be ve a D C ELEVATION OFFICE INTERIOR D 10 ENLARGED POWER PLAN -DRIVE UP PHARMACY a uI drove nNp1pertne previsions?°such / " J SCALE N.T.S SCALE 1/4 =1'-0' c e '°-A°moor the provisions ( \ �. �. " � �F thulll. 'Y � -.„tee sl,..T a 1J CONDUIT FOR TELEPHONE CABLES FROM REAR OF G n 8232 V ( ) BOARD .........-.._._..�...y....... ---._. _._..._..__._.._..._�._......._ 3/4'CONDUIT 1YP.OF 3 i,; § _„_ - ..v92._...- -..- _ ...�.. ......_ 2'_ REVISIONS 7�4 C PHBY OTHERS BOARD(16x24) IIIIII 4'°' 2-0' g 1 � � GFi � s� C u II II TELEPHONE AREA V i +48' TRANSFORMER FOR 25 REQUIRED TELEPHONE AREA 3k4' P3 C-1 IIIIII III I URI T FUTURE VRU F T p Y SECURITY _ a CONTROL PANEL F NORTEL SYSTEM(10x17) nn (13x18) w € '� v * a ❑ EXTERIOR 4 \ LEGEND B r a UUU y TELEPHONE JACK OUTLETS 1 RR GAT] - DUPLEX RECEPTACLE-MOUNT AT 20'A.F.F.UNLESS I 0 SYSTEM 2• �� ! OTHERWISE NOTED 171 BY OTHERS(TYP.OF 5) CANTROLLFlt k' 8' -34 �, j j m� Z I q p DUPLEX RECEPTACLE-WEATHERPROOF DUPLEX RECEPTACLE IIIIII . �Fl DUPLEX RECEPTACLE-GROUND FAULT INTERRUPTER PROTOTYPE LU (TYPICAL) 107 X 163 �( III 0-6' ; 5 OF QUAD RECEPTACLE ISOLATED GROUND W I �T� 1 STORE NUMBER fq g DUPLEX RECEPTACLE-ISOLATED GROUND J ---. Ok QUAD RECEPTACLE-MOUNT AT 20"UNLESS OTHERWISE NOTED '.. € WD PROJECT NUMBER ( O JUNCTION BOX A� RAIPD0001 W A VxB'x3/4'PLYWOOD / 2'z8'x3 -4 PLYWOOD —� HOMERUNTOPANELBOARD 1� n.s,awm� s=:.w�s ,N� a .a::� ,-:. ;-: mmnmmmom --- UNDERGROUND CONDUIT -1[ E 7 .nrc -,. _.. ...� ..- L■Vi L A C ELEVATION -TELEPHONE SECURITY BACKBOARD 0 ENLARGED POWER PLAN -OFFICE SUPPLIES ABDVEGRDUNDcoNDDIT _ Aa7 AlA SCALE: N.T.S. SCALE: 1l2"=1'•0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 w�`ma4'9'WN:NIIbNMNNNNN H viiiiiiiinNNiYu' 9mC, .. -- ,.:m.c '�M1Gr6 '- z-, _ 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 im M ' partners 2852 Kelvin Avenue FIVE VOICE LINES Irvine,CA 92614L 94,.753.7676T 949.753.7678 F OFFICE NORSTAR P 1 VOICE vidparmers.com TELCO DEMARIC...NETWORK INTERFACE DEVICE ICS EXPRESS R'11 r P2 VOICE r P 3 R 11 COUTK Atlanta VOICE ' Boston CHECK RJ-11 �' Chicago L P4 OUT L Columbus VOICE Dallas 1 RJ 11 RDOM Los Angeles 231 y _ Miami F S 233 3 P 5 Rb11 Sacramento d 234 w 4 g 243 a 5 P fi VOICE VRU m 244 F' 8 RJ 11 245 7 j 8 P 7 RX EVOICE9 a RX K _ SUPPLED/INSTALLED BY 10 P8 VOICE K RITE AID FIELD TECH 11 RJ-11 . P9 RX 2 VOICE RX RJ-11 P 10 VOICE RJ-11 JP 11 VOICE F RJ-11 MANAGERS OFFICE RX WI MOH VOICE EA SCATS - — — RJ-11 _ 588A RJ-11 J EIA- S68A � RX FAX UNASSIGNED NOTE:USE 8-WIRE STRAIGHT MODULAR CABLE FROM RJ31X TO ALARM CONTROLS. PORT PORT EENERGY m WESTERN b AMPLIFIER PORT2 MGMT gzg PORT2 UNION iw ym I„ i PORT 3 PORT 3 H g,. wo NEXGEN z$' UNASSIGNED x FORT 4 FAX SERVER K PORT4 QUALEX VSAT DIALI PHO70 BACKUP NOTES: 1.ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUIT AND PULL STRINGS AS REOUIREO Q 2.ALL CABLE SHALL BE PLENUM RATED. W M 3.BURGLARALARM SHARES VOICE LINE#5. > L 4.SECONDARY ALARM SHARES VOICE LINE#4. N G 5.PRIMARY FIRE ALARM IS CONNECTED TO A DEDICATED LINE.. G ° a LU G9 DIAGRAM -TELEPHONE RISER � 0 � 7 SCALE: N.T.S. Q �_/� LU JUNCTION BOX ABOVE ADJUSTABLE VOLUME BELL �j O r CEILING (82db @ 3 FEET) Z TO PANEL C EDWARDS#13-W LL a V/ FLEX CONDUIT IN FINISH CEILING 2#18 LOW VOLTAGE CABLE F F --, LU (TYP)THIS LOCATION ONLY r WALL GONDOLA WEATHERPROOF LU LEAVE V SLACK TAIL ON FLEX CONDUIT IN WALL PUSHBUTTON FOR VALANCE AND PROMO GONDOLAS.SUPPLIED EDWARDS#52 pB (� AND INSTALLED BY ELECTRICAL CONTRACTOR. 2#18 LOW VOLTAGE CABLE r DUPLEX RECEPTACLE IN GONDOLA POWER SUPPLY OVA MIN. KICK PLATE KNOCK OUT 120VAC PRIM. 8VAC SEC. WP COVER PLATE EDWARDS#592 - LOCAL 120VAC E RECEPTACLE © E E9DETAIL-GONDOLA DUPLEX E 13 DETAIL DELIVERY DOOR BELL SYSTEM DIAGRAM SCALE N.T.S. SCALE N.T.S. D D FOR DATA FOR TERMINAL DOUBLE LANE DRIVE UP NOTES: J.B.FOR ALL AUDIO/SIGNAUCONTROL CABLES AUDIOBIG CANOPY FURNISHED BY DRIVE UP EQUIPMENT = 1 &CONTROL = ABV.CLG. (1)PULL STRING,1*C MANUFACTURER.INSTALLED BY DIEBOLD. # (2)1 112'CONDUITS BY ELECTRICAL CONTRACTOR, 3/4'CONDUITSALL ELECTRICAL WORK ASSOCIATED CABLE FURN,BY EQUIPMENT MFGR.&INSTALLED BY WITH THE DRIVE UP MUST BE REVISIONS C ELECTRICAL CONTRACTOR. COORDINATED WITH DRIVE UP EQUIPMENT MANUFACTURER. C ® Cn ® J 'i POWER SUPPLY FOR VEHICLE DETECTOR E r ( RIF CHIME LU _ aVE ® Q(VERIFY LOCATION) 0 :OR 1gSpUANCE 3-'OTT FAZEKAS&ASSOCIATES,INC. LINE OF _u, MOTION SENSOR FOR06 FIN.CLG. ,I � VAT21 VEHICLE DETECTOR --ATE El(2)1 1/2-CONDUITS BY I Its OPERATOR M -UNDERSIDE OF CANOPY ^'I4i15 Gave n2en r2vfewed for adh—nda to the ® V/ Ei CELECTRABLE(FCAL URN SHED&T� UNIT S r codes:.;nd era-uj e• Authorize.ion is Ei 'in:etl:o issue a buiidinc permit pending INSTALLED BY OTHERS -Y ail applicabla Ci ty agsnces- 4'X4'JUNCTION "a issuance or graMin,F J BOX -prc,,:j of these s °f a Permit based on plans shall not be construed to PNEUMATIC r !t or approve anv violation of the applicable A' PROTOTYPE CUSTOMER °""i r urc nonce. N O permit presumed to give AUDIO TERMINAL -ASrs1ti Je- a�e er cancel the provisions of such 107 X 163 N Q CONTROL SN1Tl]-I BOX J W BOX FINISHED FLOOR FINISHED GRADE STORE NUMBER _ I� WD PROJECT NUMBER RAIPD0001 A A W A DIAGRAM -DRIVE UP WIRING w SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 - � - 1 2 3 4 k 5 6 7 8 9 10 11 12 13 14 15 16 Al ELECTRICAL PANEL SCHEDULE 131 ELECTRICAL PANEL SCHEDULE VOLTAGE/PHASE, %in-A SV,OP,4W AMPEAA(E/MANS: 226A MLo VOLTACIE/PHA3E UDrAWV,OP.4W AAPEAAGE4AANS 600A MILO MOLNTNG: IUFACE ALC.RATING: 22K SE EI RATED WITH PANEL MDP MOUNTING: !.#FACE ALC.RATING: 22K S9F!RATED WrrH PANG MDP ED1P LOM Wtt! Wa! 1010 q}P a" LDAD WINE Wa! LOAD ear M 1DNL DuoPTION NO NOT! GT AMP O(VA) O N P A L C P O N KVN AMP GT NOl! M CQOl11oN lelE D9O P1,0i NV. NOR GT Atli` 01 O N P A L C P 0 N KVN ALP GT 10131E NO D19OP101 M 1 partners ! LIaRa-aNSa R.001 L 1M IaO 4 II tw 1 !m 1 P f 1Am L IIfRFwWaW.YIWARNa 2 t0�RPaar,Pm•Wa,w Y 7Y Fero 4 4 m 1 1 !m t 4 4 Fero w Y b 0...Nee L ufma-aus RL]OR L w tiro 4 a a 4 m 1 n n crate 7A L LIfnMWaYaf 2 ao.Re,Fm•IYaw Y 1" iro0 2 2 m 1 a 4 m 1 II 2 aero 41 A AYab DPaa ! tllRa-1NJ!RCOI L w — II .-1 a a—1 n a Oroe u L tafroj■ilI NmAtae 2 C2 4te Dar O•ab0 M.WRw Y IM! -1>m o f m+a s m t a II amD v Y er la•1 WrN III4LP 2852 Kelvin Avenue ! .rule-aAllf now L ta4 1Ma a II T ■m 1 II II a® u L LaaIlIIV101r OAIOY S 4N Dar O d-Pa.attar M tU tTDo f f m+ > ■m!a a tam w Y AWI Irvine,CA 92614 ! L■Nn-ws FLOM L fA taQ II a 1 n m t II f Oaq !D L u■nsaWe THu ! r.YR Nr IN w voo 4 4 m a• n --4 - +ro Y 949 753 7676 T a oneol a mi as L u een 2 a T II m 1 II a Lai u L anaol vn! 6 IN Uw a - -II a m t (PARE 949.753.7678 F a E]r19O1 avlA.wwE TXD L o amO a II f x—1 a a 14n = L lxreo(aa1lAE & aA4 ,r Y. II1 Lm. f V m e f x m 1 n n tem m Y ac.r Nara. N. NfR.Qm L 4D OAeo II a f f MI.V a ton v L D(leaal■MA! & ` _. Y — 1M f - -f f m1 f n tam We Y soa.Naas wdPanners.com BI q¢IOBILY lYOa L w tam ! 4 II 1 m 1 a s L4>a aJ L IXleadl!•FINE S aPAIE m t A f m 1 II 4 fa00 w M b o•aa Naar EN ■■!LO/LX.M aRF.AI(e1 L 4 4 f m m+II II 1� w L FIRS ID Dear AIN� A a/ LM 2 II m t f m m a a i LM QA Y oar.ra ILL a oTiewll wAMPA00 L w 1110 f f D Q m 1 L loom UMM NPN®I EM ar Y w 1M 4 2 m!K Q -- a - LM — Y Atlanta 4 f1E LYRaq L Q,I !eY a a Q Q m 1 4 2 am N L gQlgY Lon EPA IN — tM a _ __as M __ a _ Lm _ M Boston 4 L — — - IIm m m I L QlmaY Liam aPPA1031 IBM P41•ar Ilt Y VA LM f f m a■ EMI a 4 4 1" W 11 RI11-! Chicago L 4 !R Laani L IID — • a D Q m 1 n n L>a1 as L LQIIL-ICNE 0-.K Ve 2 Y — LM n _ __p as __ 4 _ Tlaa — IN L COIUmSUS 4 L — Ua - 1 Q w m l n n oTaO Y L PYLON WWI 4 11 — LM f _ __!/ m -- 4 - Tam — Y a !R L mm m D L 4a OAro f f T a!m 1 n n craw as L PYLQI 0W 4 IIPAQ a N 31,1111101111 l l LLOO aei Y RNi Da1183 a L — a m - f Q as m 1 a 4 Oam aq A R�rL-eaemR 2 W ACE -Q a4 -- 1 - LLm — Y Los Angeles �'-I a R9 Y 4! Paoo a II w m m 1 2 a also m R ISM IFIP>Or m 2 111a -m ro - - 1 - amO — Y Miami ! qIC aa1Cl10m LdAE L Y 1000 s II m t a> >t m 1 4 a tleD w L yfFFa410■lsln 2 RIIN Y w uao I I m a A ■4W a■ • amo au Y R11F4 Sacramento a samR 4 or.ItfRaq L u Gill 4 4 m 1 i 40 m 1! 4 flee w L LL■Re-m■lIIC Y Y Uro • - -M ro - - 1 - 4100 Y M MTAN R Ills tQ4 4 II m 1 n 4t m 1 4 4 Gale 4f A PA16 u OOTIACI011 PoIYeI Y a4ro • - -41 41 - - • - 4eee Y MOR — PHASE'A': ........... 1&.1T7 KVA +a■LV!D Peal"L ar as TYPL K PNQSOIID WITH aOYF!D POW PUNIN,ae PHASE'A': ........... 481N6 KVA I-aouv!D TYPE NOOD PANEL eoNo WITH mPLe(r aROLw We PHASE'B': ........... 131 KVA OulmuLa Am rETNva M aoaaswrof wIOIDOa. PHASE'Er: ........... 4&tM KVA PHASE'C: ........... 1&6SC KVA TALL Warr slYmf N PAIB To E TT1t:TS-aa. PHASE'C: ........... 44.300 KVA ar ga■ea.`v LINIPIa OR=a—IM EDI IL PpRDIf a.m AND N N!Ills TOTAL CONNECTED LOAD 4&=KVA lra m IaI use.Prf1•o■II.Q AID m Ai!TI!NOR awrro®00■fANr Power TOTAL CONNECTED LOAD 140,524 KVA TOTAL CONNECTED AMPS: t46.018 ALP3 wo(coLOI craw¢eta TOTAL C ECTED MPS: 300.844 AMPS K TOTAL NEC.LOAD 66.46E KVA TOTAL NEC.LOAD 140M4 KVA K TOTAL NEC AMPS: 154.1 AMPS TOTAL NEC.AMPS: SINU AAPB E A2 ELECTRICAL PANEL SCHEDULE B2 ELECTRICAL PANEL SCHEDULE C ELECTRICAL PANEL SCHEDULE - VOLTAOEMMSE 120I20SV,3P,4W AMPERAGEI IAW 126A MLO VOLTADEIPHASE UW20SV,W.4W AMFERA(FJNAANS: 126A M-0 VOLTAfEl1P1HASE MOI21M.V.4W AMPETRAfEIMANS: 126A MI MOUNTM SOFA¢ AlC.RATM M SEES RATED WITH PAIR MOP MOlNTNM SURFACE AIC.RATING: 22K SERER RATED WITH PANS MOP MOUNTM SLIFACE AFC.RATING: 22K SEES RATED WITH PANEL LOP 1F J ear LDAD tea! tea! Lao eOtr Ear LLtAo Wac Wa! LaAo soar Eor LOAo wP! Wa! Lao EOIr !{aE DBOPTW MO NOR GT AYP OrYN O N P A ■ C P O N MN GT ai rE 1G ®OPTION l0)IE D9aPIIDN NO IR ANP 1rVN 0 N P A ■ C P 0 N III AfP GT NOR NO OBOaRIw ®OPIfaN NO NOR GT AYP MAI 0 N P A ■ C P O N KVN ALP GT 1CTE la). �Pltal t llalilW!!HOG PgfClm L M law 4 II m 1 1 a m 1 2 a 1fw M L LYIlaMLA HOOF TRAO( t haaP►0aN AN~OrLal as aim a vat, 1 2 m 1 2 f elm as R i•ILY Gear RraPbN■•IRa Na D fD Im0 II II m 1 1 !m 21, n 10 le00 aa0 A ■ elOI4 PL•rTa•arr 1 llfrlMYl■RD01 Pe■El■I L Le tpO f 4 m 1 a /m+a II taro w L ttWl►aYs wttw TAAw 1 R.•Na-Ca h No-OLL,at m ata0 4 a m 1 a 4 m 1 2 2 aim l0 R Rath Oita■ hwPrAera ■ D w taro II II m 1 a 4 --n - !mo A q / 11fRFMllf RAw Pefllet L u the 4 4 m 1 9 I m 1 4 II troD M L 110L-aAL!•RDaI 1nAw 1 "it"N -Ca h IWO—Oa i m atm le n m t a •m t 4 f uw fa Y a—Orb araPLaxyrL. ■ D w 11Q II II m t a a -1 II II tam as A ■ WOW ti ri• i LY(IihMl9 FLOOR L w taD4 a II m 1 T ■MI a II taw — L LLfRMYa wmn TRAw 1 RasaptrPlNb 0-4 n f m t I a m t 4 a Ono u R att"N" .oa..a1Lo was itar q A 4a a4w 4 4 m 1 7 a m t 4 4 tm w D ■ Rw-PY--- 1 IYFI'a-aAtl!Raw L w teao II II m t 0 n m 1 4 a tale w L llf+1aa42s Flaw T1Y0( 1 Ra•aPb'Wa■a A,� >e aloo 4 4 m 1 a f m t f 4 cram u R RPaglPlNb n,nP DMY err boa., ■ A ae aalo 4 4 m 1 1 n m 1 4 4 Da4o u D ■ RaaaPLl-terry t IQRa-aNs RJIw L w tem II 4-1 T 4 m 1 a II 0400 fi L LtamaYr!RCw TAAw 1 a•arPtrlYafL Aran Tv V faeD 4 4 m 1 T 4 m 1 f 4 aim m R RasgsPOasY 1YagY-aasaq?Y W q D Y aM0 II a m 1 T 4 m 1 4 a 10tl 0D ■ M■aPPOLeLeY 1 1Q11FWa RDaI L w — 4 4 m 1 f x m 1 4 4 faro Y ININY11 AY 1 war Or. u Imo 4 II m 1 9 .—I 4 II aam u R A•e•alPNar PNNNW4WAy/Td a Ni ■ D 4a crate 4 II m 1 f N.m 1 4 a taro Y ■ Aav/bV1•arr 1 LI■fF►Mls RDOI L fa Floe f 4 m 1 f 1 m t f a 04ro Y L LaaRa�AT 1 RawbORNLaRs NaeaMa it •A00 4 a m t f f m 1 f a fade Y A Raa■bi1■ry 11a11aLab Aw■■0-mma afaN ■ D U — 4 II m 1 f f m 1 4 a a00 4S D ■ iLrgbilia••aW t aEOsrAWgpD EALLNL L w VOD 4 a m 1 9 1 m t II 4 0m0 LO L lQR►0■aAY 1 a•aNb M a1 1000 4 4 m 1 II f m 1 4 4 1000 ae A Raa■!w■ry RaLOPW IYa■lFliarY ■ A u airo II 4 m l 9 f m 1 4 II onto u 0 q q Paw M#req 1 Il�lAall■OD tM011AL L w tr !4 m 1 9 m m t a II Ir w L R®TwyaoD aaAaOML 1 Ra4apltPlta�O Ot— eD L7m 4 fm i f mm1 II f taro to A RaarrArLaay Ra1Ma1N A••aPNGT ■ 0 4a AMO 4 f m t f m m t o f lard 4a 0 f®DgxTNE RIE w W L 1A ION f f m 1 D Q m 1 II II tmD m L R[f�Tw51I■10.D INII L 1 INa■trwtarr O4Pb Y 07m 4 II m1■ Q m 1 II 8 LM L R 1Yoa�YNbasn RaaaPLtdar ■ R 10 Pa10 4 II m1 1R Q m 1 4 4 1,01, u D le RarPbWaL ar Orgr 1 OOOL■I IYRa L W 1M0 f 2 m 1 m m m t PAO= RaaaPlPianP IasPaaw Y tale II 4 m 1 m Q m t a 2 IIAOO W 11 Iwna D Y RaoaPlrlbH PACE m+n Q u late f f m I Or Q m I a f a" u A A•ara.Lrr w. W— ■ m+a s m+a a um We A ■ Nrrap.r HReow{..■.R.LY..r u taro 4 II m 1 Q m m t s a uoo u a P.airr a.u.ar rr PAw ■ D u emo II 4 m 1 mNOR ha■trw■�v aA Oaro a 2 m 1 In Q m t II f 0M0 4a R Iwar•bpar NOTE"A aDILNE D TvnE LITOD PAt4t hAtD Wml eTILAaIr 4pAaD sAa A..bsna.y r N� m nTm 4 a t s r +II e ar u a rwaarl.old. PHASE'A .._..._..._ fA20"A t-aQLA1!O Twe 1•Yw P■a soAm•rrN Lna•aLlr LPOJD ew AaD L4ATtfl PHASE 13' ........... 1L760 KVA M1s■trDr11P Tilt,boar D ae aloe 4 IN m t aO a1 m 1 2 2 OM M R ArLpClba PHASE 1Y ........... L'M KVA maaD WL PHASE'C: ........... 11,070 KVA o-wloAa>E WITH aPyl Eo1lt PANEL COIrALROF twv COMROL Ra•a/ItDtra Ttaa■... D u nno a a m 1 P >t m+a a LM v a Ra.+L.-Pn.r.y PHASE'C: ........... 7AM KVA t-mowE as IruwTEo Down WOLATED waao TO agn,o<ennANCE maw POYr W/CONTACTOR•IIOraRIfVM 111-1 Y L aero II 4 m i m ae m 1 4 a a1m m A RaeaY-RmroO N-- TOTAL CONNECTED LOAD 90.2M KVA 01 Y M Dana a II m 141 4a m i a 4 PAIE TOTAL CONNECTED LOAD 2Q040 KVA w IIalwl®fgta, TOTAL CONNECTED AMPS: L41D6 AMPS xoR TOTAL CONNECTED AMPS: 72333 AMPS TOTAL NEC.LOAD 37A"KVA PHASE'A': ........... 1D240 KVA *asavE D TYPE Nom PArti aoAm wnx eaLAaarr low LAR TOTAL NE.C.LOAD 28.040 KVA N 0 TOTAL EC.AMP& IM1 MPS PHASE'S': ........... L.360 KVA TOTAL NEC.AMPS: 72.3 MPS PHASE'C: ........... 10L70 KVA W CM LO TOTAL CONNE CT D ED LOAD: 29M KVA /PyA/ G TOTAL CONNECTED AMPS: SIM AMPS G" ML TOTAL NEC LOAD 211M KVA Q TOTAL NEC.AMPS: LL3 AMPS = Q W CU a ELECTRICAL LOAD SUMMATION MDP ELECTRICAL PANEL SCHEDULE Q = Uj SERVICE 2002M,3P,4W+ffD. BUS RATING: 6DD ®A MLO FER& WE meal DMNIAM DELGTIPTDON CONNECTED(KVA) DEMAND,FACTOR DEMAND O(VN W (n O TYPE SOUAIE D TROD'(OR EOl1AU AFC.RATNf� PA000 MOUNTING: � 3A"CONDUITTO L."V LOLb U 72002 1260 90.003 mar Lao tea! wP! Lae w.r � W Z EMSFORPOWER L lei OSaP1Q1 NOR GT ALP KVN O N OY P A ■ D m P O N MN ALP GT NOR moPIQI In EXTERIOR WALL LINK INTERFACE 2 0allaral Ufa Thu 1p KVA R D.000 L000 D.000 PAN'1 M Ito naa ,I a 1 ! M. 4aus awe Ard■1tAm LL i F — 0■wa1 Um Ovr O KVA R 4.724 Ob00 2852 _ n�Qo _ _e e _ _ o _ F Dldoatad ) 2WW 1000 2UM PAIB Al mm� eta m a> a W _ — tree - -• a r PANEL HVAC aIW Modwioal 146.074 1.000 146074 PAlat Q Ki IIG• %a f x ►U ELECTRICAL SECONDARY, MDP PANEL PANEL PANEL PANEL PANEL nM a f Q SUPPORT FROMINSIDEOF Al A2 B1 82 C KWm E* wtt fL000 1000 QOOD WINO EXTERIOR WALL Pxa o a>v x aP o f m t J MaoaYrwq Or APP11—W 15.780 1,000 1&730 1QG Q z. TOTAL muo 29&77S TPHASE'A': ....... COMBINATION MAIN SWITCH AND CT .... DL421 KVA PHASE V: ........... L7A&1 KVA PHASE ........... f17.7SS KVA CABINET WITH UTILITY METER. I V MEZZ TOTAL CONNECTED AMra....................... 7532 E PROVIDE METER WIRING PER 4#1&1#6 GND. TWO SETS OF 4#350 MCM&1#1 TOTAL.,ter Hypo ... .. 054.4 TOTAL CONNECTED LOAD: 271N0 KVA E h' a UTILITY REQUIREMENTS.PROVIDE IN 1112'CONDUIT EACH GND.IN TCONOUIT EACH TOTAL CONNECTED AMPS: 7632 MPS SERVICE ENTRANCE GROUND PER UTILITY 4#110,1#6GND. UTILITY AND CODE REQUIREMENTS. CABINET M IN 2"CONDUIT EACH #310 BARE STRANDED COPPER IN 1"SCH.40 PVC TO NOTE: 3P/BOON BUILDING STEEL AND COLD WATER MAIN. 12D/2DBV,3PH,4W MINIMUM WIRE SIZE FOR LIGHTING AND POWER BRANCH CIRCUITS SHALL BE#12. UTILITY MAIN SERVICE DISCONNECT NOTE: FOR ALL 20 A BRANCH CIRCUITS,WIRE SIZES SHALL NOT BE LESS THAN THE FOLLOWING: TRANSFORMER CIB 60'OR LESS#12,61'TO 95'#10,96'TO 150'#8,151'TO 230#6,UNLESS ACTUAL FIELD WIRING 1-ALL WIRE SIZES SHALL COMPLY WITH NEC TABLE 310-16. OTHERWISE PERMITS. GRADE E 2-CONDUIT SIZES SHALL COMPLY WITH NEC TABLE C1,APPENDIX C. ALL OTHER WIRING SHALL BE UPSIZED TO COMPENSATE FOR VOLTAGE DROP,PER ACTUAL ELECTRICAL SECONDARY E EQUIPMENT INSTALLED AND ITS LOCATION � 2 SETS OF(4)500 KCMIL WI92/0 GND.IN V C BELOW GRADE. EQUIPMENT ENCLOSURES SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE D ELECTRICAL SECONDARY EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING PER NEC 110-22 AND T ELECTRICAL PRIMARY FROM STREET PER 2 SETS OF(4)500 KCMIL.IN 4"C BELOW GRADE. 240-116 s / UTILITY REQUIREMENTS POWER RISER DIAGRAM -EXTERIOR METERING/DISCONNECT SWITCH Dp PANEL SCHEDULES D 1 tea: SCALE: N.T.S. v SCALE: N.T.S. y� h ME C C. REVISIONS 6 W j. El PC1 04-30-07 E3 CBI 05-04-07 I (� ® HD1 05-16-07 ® PC2 05.24-07 ® W i PRO`JED # ® U FOR Pc;i31,i ISSUANCE . 017 FAZEKAS&ASSOCIATES,INC. ens hFve been rev"v.Ied for adherence to the 11 code.and ordinance. Authorization is 06 B snted to issue a building permit pending B a '^ 'y all appl.a!,'T City ageneos. ® V' {lsaance or granting of a perm:! based on a these plans sha-1 not be construed to er i, or approve any vio'ation of the applicable Q cdes or rrd,nance. N3 permit presumed 10 give ° PROTOTYPE oily o v;0a,!G o,Cancel the provisions of such ..o.^s sca„be vs]A. 107 X 163 STORE NUMBER WD PROJECT NUMBER Q❑ A RAIPD0001 A LU E302 W 1 2 3 4 15 6 1 7 18 9 1D 11 12 13 14 15 16 �s 7 Ir ..:.� 777.77,; _ 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 FIX TYPE MANUFACTURER CATALOG NUMBER MANUFACTURER CATALOG NUMBER LAMPS REMARKS 2X4 FLUORESCENT RECESSED LIGHT M A FIXTURE LTHONIA 2SP8—G-4-32—Al2-120—GEB METALUX 2GR8-432A-120V—ED01—U F32T8/SP35/ECO* 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE M}'.. 2X4 FLUORESCENT RECESSED UGHT FIXTURE'A'WITH TWO LAMP EMERGENCY BATTERY PACK partners AE FIXTURE EMERGENCY UTHON1A 2SP8—G-4-32—Al2-120—GEB—EL METALUX 2GR8-432A-120V—EL4—EB81—U F32T8/SP35/ECO* (NOMINAL 14DD LUMENS) 2X4 FLUORESCENT RECESSED LIGHT FIXTURE'A'WITH TWO LAMP EMERGENCY BATTERY PACK 2852 Kelvin Avenue AE1 FIXTURE EMERGENCY UTHONIA 2SP8—F-4-32—Al2-12D—GEB—EL METALUX 2FR8-432A—1 2QV—EL4—EB81—U F32TB/SP35/ECO (NOMINAL 14DD LUMENS) Irvine,CA 92614 949.753.7676 T 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, 949.753,7678F B FIXTURE LITHONIA SPB—F-2-32—Al2-12D—GEB METALUX FCB-232A-12OV—EB81—U F32T8/SP35/ECO* DRYWALL CEILING ;'. wdpartners.com 1X4 FLUORESCENT RECESSED LIGHT FIXTURE'B'WITH TWO LAMP EMERGENCY BATTERY PACK BE FIXTURE EMERGENCY LITHONIA SPB—F-2-32—Al2-12D—GEB—EL METALUX FC8-232A-1 20V—EL4—EBB I—U F32T8/SP35/ECO* (NOMINAL 1400 LUMENS) 1X4 FLUORESCENT RECESSED LIGHT 4' PREMIUM RECESSED, LENSED, FLUORESCENT FIXTURE, B1 FIXTURE LITHONIA SPB—G-2-32—Al2-120—GEB METALUX GRB-232A—1 2OV—EB81—U F32T8/SP35/EC0* ACOUSTICAL CEILING Atlanta 1X4 FLUORESCENT RECESSED LIGHT FIXTURE"Ell'WITH TWO LAMP EMERGENCY BATTERY PACK Boston L B1E FIXTURE EMERGENCY LITHONIA SPB—G-2-32—AI2-120—GEB—EL METALUX GRB-232A-12OV—EL4—EB81—U F32TB/SP35/EC0* (NOMINAL 1400 LUMENS) L s', Chicago Columbus IX8 FLUORESCENT LIGHT FIXTURE Dallas C —CHAIN HUNG LITHONIA TC-2-32-120—GEB—HC36 METALUX SMS-232-12OV—EB81—U/AYC—CHAIN/SET—U F32TS/SP35/ECO* 8'STRIP FIXTURE WITH SEPARATE HANGER CHAIN Los Angeles 1X8 FLUORESCENT LIGHT FIXTURE FIXTURE'C'WITH TWO IA MP EMERGENCY BATTERY PACK Miami CE —CHAIN HUNG— EMERGENCY LITHONIA TC-2-32-120—GEB—EL—HC36 METALUX BTSS-232-120V—EL4—EB81—U/AYC—CHAIN/SEr—U F32T8/SP35/ECO* (NOMINAL 1400 LUMENS) Sacramento 1X4 FLUORESCENT LIGHT FIXTURE C1 —CHAIN HUNG LITHONIA C-2-32-120—GEB—HC36 METALUX SS-232-12OV—EB81—U/AYC—CHAIN/SEr—U F32TB/SP35/ECO* 4'STRIP FIXTURE WITH SEPARATE HANGER CHAIN 1X4 FLUORESCENT LIGHT FIXTURE FIXTURE-C1-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 ETISS—1 32-12OV—EBBI—U/STN/SS—ASY—SS-4-1—E F32T8/SP35/ECD* 8'STRIP FIXTURE,WITH ASSYMETRIC REFLECTOR 6'X4' FLUORESCENT LIGHT FIXTURE C-1-32-120—GEB KE WITH REFLECTOR LfrHONIA CASR-48—SSR METALUX SS-132-12OV—EB81—U/STN/SS—ASY—SS-4-1-8 F32T8/SP35 * 4'STRIP FIXTURE,WITH ASSYMETRIC REFLECTOR K 1XB SURFACE MOUNTED F FLUORESCENT LIGHT FIXTURE LITHONIA TDMW-2-32-120-1/4—GEB W/LAMP METALUX 8TVT2-232DR-12OV—EB8I—WL—U F32TB/SP35 * 8'ENCLOSED WET LOCATION FLUORESCENT FIXTURE TRACK LIGHTING WITH 12'WALLWASHER FIXTURES,2'SPACING G COILING MOUNTED TRACK LIGHTING LITHONIA LTD—CFWW-1/42—TRT—I2AP—LD-120—WH HALO L323ZEP/LVR3232SC/L652P/L651 P/1901P 42W TBX/835/A/4P/EOL* PROVIDE TRACK ACCESSORIES AS REQUIRED BY MOUNTING CONFIGURATION _. WESTERN — — 'H'FIXTURE MUST BE PURCHASED THROUGH MARK KANER,WESTERN FXTRALTTE CDMPANYS H TWO LAMP TSHO COSMETIC LIGHT EXTRALTTE RITE AID NATIONAL ACCOUNTS F54T5HC/SP35** NATIONAL ACCOUNT REPRESENTATIVE AT(314)432-4560. DO NOT INSTALL LENS ON FD(NRE _ I DOWNUGHT LITHONIA LFB-2/26D7T—MVOLT—FB02A HALO H803-810C F26DBX/T4/SPX35/4P* 8-REFLECTOR,CLEAR DIFFUSER J OPEN WALLWASHER DOWNUCFF LITHONIA LF8-2/26DTT—NIVDLT—FBWIA—TRW HALO H803-81OWW F26DBX/T4/SPX35/4P* 8-REFLECTOR,OPEN WALL WASHER J ILLUMINATED EXIT SIGN,CEILING h LED EXIT SIGN W/HIGH OUTPUT LEAD CALCIUM BATTERY J K WALL MOUNTED LITHONIA LHQM—SW3R-120/277—RO—HO SUREUTES LPXH70RWHDH LED** (BATTERY SIZED FOR ONE REMOTE DUAL HEAD FIXTURE) DUAL HEAD WEATHERPROOF REMOTE PROVIDE 2 110— 1/2-C.FROM REMOTE HEAD TO NEAREST M EMERGENCY HEAD LITHONIA ELA—W—T—NX—HO606 SUREUTES 6T6DWWH EXIT SIGN FOR DC POWER. RECESSED 8'LENSED DOWNUGHT 0 SUITABLE FOR DAMP LOCATIONS LITHONIA LGHZ-70M—BRW—FFL-120 PORT HID M6023T-730-100025PF 70W MH ** TWO FLOODLIGHT FIXTURES ON SINGLE BRACKET LfIHON1A 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 SfRNGHr STEEL POLE UTHONIA MODEL#SSS20-5G—T20—DOB/WMARK#SSS5M205Y22 S WALL LANTERN SEA GULL LIGHTING WINONA 88176-51 (3)25W CANDELABRA** z W EXTERIOR WALL PACK LITHONIA WSR-175M-120—QRS—PE—DBLB MVR175/U/MED ss H H I * NOTE IAMPS PROVIDED BY RITE AID. �* NOTE:LAMPS PROVIDED BY ELECTRICAL CONTRACTOR. L`U 0 / L0 G G� 0) L U G7 LIGHTING FIXTURE SCHEDULE r, SCALE: N.T.S. -r WU) O F IF _J W Q� W � Y to Q T T v 2#14-INTERLOCK WITH RTU - E FOR SHUTDOWN(TYR) E DUCT SMOKE DETECTORS S O S SS S E— FIRE SPRINKLER SERVICE FLOW AND O REFER TO DRAWING E1.03 FOR SUPERVISORY SWITCHES VERIFY QTY WITH FIRE PROTECTION QUANTITY AND LOCATIONS • SHOPORAWINGS I� REMOTE INDICATOR(TYP.) CEILING MOUNTED AN DEVICE (TYP') APPROVED -C9 PER4T 1^3U t4CE •- OTT FAZEKnS&ASSOC!l;TES,INC. I © 2 S F DDEVICE F VVP DATE D WALL MOUNTED '�s have i-een rMlewed for adherence to the D (TY ) "'de' n s and ordinace.g A�.thorizatiun is \ / AN .,,ed:. ,�hJe t'-,.!Id!n permit pending V SEE NOTES a!:appi;c City ag=nc!es. FIRE ANNUNCIATOR LOCATED AT — ANN. <-- FIRE ALARM PANEL LOCATED IN or granting of a permit based on FRONT ENTRANCE. FACP MEZZANINE ELEC.ROOM. ''n I+ocea plans shall not be construed to or approve any Vi,,•ration Of the applicable o 'hc ;;r.J;nanca. No permit presumed to give # atnO"•tY I• -v u,a:a or cane!the provisions of such 120V(CIRCUIT C-29) shalt be'ra!itl. 2 TEL.LINES IN 314'C TO TEL. tI BACKBOARD FOR OWNERS THIRD PARTY t CENTRAL STATION MONITORING. FIRST FLOOR REVISIONS C C a HD1 05-16-07 NOTES: o 1.PROVIDE A FIRE ALARM SYSTEM COMPLETE WITH SYSTEM EQUIPMENT,TECHNICAL SUPPORT,SYSTEM PROGRAMMING,FINAL CONNECTIONS 5.ALL WIRING SHALL BE RUN IN CONDUIT-3U4"MINIMUM.WIRING SHALL BE GROUPED AND INSTALLED IN SEPARATE CONDUITS IN THE FOLLOWING El AND SYSTEM TESTING PER NFPA AND MANUFACTURER.REFER TO GENERAL NOTE NI ON DRAWING E-103 FOR ADDITIONAL INFO. MANNER:INITIATING DEVICE CIRCUITS,AUDIOVISUAL NOTIFICATION CIRCUITS,AND 120VAC POWEROR CONTROL. ® '/� A 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: vC+ THE FIRE ALARM SYSTEM IN"ALARM'OR'TROUBLE'.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARMINGIDISARMING THE FIRE ALARM c SYSTEM AS REQUIRED BY THE WORK STROBESIHORNS(SYNCHRONIZED):4#14 m MANUAL STATIONS;HEAT DETECTORS;SMOKE DETECTORS:2*14 3.FIRE ALARM DEVICES INCLUDE MANUAL STATIONS SMOKE DETECTORS HEAT DETECTORS AND AUDIOVISUALEQUIPMENT.NOTIFICATION E UIPMENT.ALL 24VDC POWER:2414 DEVICES ARE NEW UNLESS OTHERWISE SHOWN.REFER TO FLOOR PLANS FOR ADDITIONAL QUANTITIES AND LOCATIONS OF FIRE ALARM DEVICES. MISC.CONTROLS:2014 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,Le.ON 0 Cl/ 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 ® Q W NAME. 4.COORDINATE LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES WITH THE ARCHITECTURAL DOCUMENTS.UNLESS OTHERWISE SHOWN, ® Q J 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. z PROTOTYPE .... 107 X 161 LU STORE NUMBER U= WD PROJECT NUMBER Cn c A= RAIPD0001 A = W 0 FIRE ALARM E 3 V 3 W Q 9 RISER � � � - ASCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 B 9 10 11 12 14 15 16 KEYED NOTES: ODIMENSION SHOWN FOR THE REFRIGERATION CONDENSING UNITS ARE MINIMUM CLEARANCE TO ROOF EDGE.EQUIPMENT PROVIDED BY - REFRIGERATION CONTRACTOR.WIRING AND TERMINATION BY - I . ELECTRICAL CONTRACTOR. - - M OAMBIENT LIGHTING CONTROL SENSOR AND OUTSIDE TEMPERATURE M' partners SENSOR MOUNTED ON RTU-2.PROVIDE 314"C.DOWN TO EMS SYSTEM. PHOTOCELL SHALL BE MOUNTED AND ORIENTED SO AS TO AVOID 2B52 Kelvin Avenue CONFLICT WITH SITE LIGHT FIXTURES. O PACKAGED ROOFTOP UNITS WITH FACTORY ROOF CURBS.COORDINATE Irvine,CA 92614 _ 3 EXACT LOCATION OF SUPPLY AND RETURN DUCT PENETRATIONS AND 949.763.7678 T 949.73.778 F STRUCTURAL SUPPORT FOR UNITS WITH STRUCTURAL DRAWINGS. CONTRACTOR SHALL INSTALL EQUIPMENT AS PER MANUFACTURERS = wtlpartners.com INSTALLATION INSTRUCTIONS. OROUTE 3'STORM PIPING FROM RDi DOWN COLUMN AND CONNECT TO SITE STORM SYSTEM. - OROUTE 3"STORM PIPING FROM RD2 DOWN COLUMN AND 6 Atlanta SPILL TO GRADE. Boston L O ROUTE 3"STORM PIPING FROM REM DOWN COLUMN AND L Chicago POLYCARBONATE ROLLER 6 Columbus CONNECT TO SITE STORM SYSTEM. Dallas O ROUTE 4'STORM UP TO RDt. Los Angeles 10,MAXIMU Mlarnl OPROVIDE 2"CONDUIT FROM SATELLITE DISH TO ELECTRIC ROOM FOR Sacramento SATELLITE DISH CABLE.SEE ARCHITECTURAL DETAILS FOR CURB 2PSI GAS.SIZE AS NOTED ON PLANS. DETAIL.VERIFY LOCATION OF DISH PRIOR TO CONSTRUCTION. O 4"0 CONCENTRIC VENT FROM UH-1.REFER TO DETAIL C131M-201. O SECURE CONDENSING UNIT(CU-1)TO EQUIPMENT PAD USING STAINLESS MIRO MODEL 3-R SPACERS.ORAPPROVEDEQUAL 10 STEEL SCREWS.PROVIDE(1)LAYER OF ROOF MEMBRANE UNDER PAD USE AS NECESSARY TO KEEP PIPE LEVEL AND EXTEND 2 FEET BEYOND EQUIPMENT PAD ON ALL SIDES. MIRO MODEL 1.5 POLYCARBONATE AND TO SPREAD PIPE WEIGHT EVENLY OR APPROVED EQUAL ROOF LINE THROUGHOUT PIPE RUN. 11 VERIFY SIZE FOR INSULATED REFRIGERANT ENGTH OF RUN RAND RISE OM AC-1 TER MANUFACTURER'S NTRACTOR TO K PIPE STAND OR EQUAL SPECIFICATIONS,REFRIGERANT LINES SHALL BE BRAZED. K ', K1 ROOF TOP PIPING SUPPORT DETAIL SCALE: N.T.S. I J J �N) M i4 j � H � 7� t L;) B.7 8.2�8.1 B A P PI PI P i i I I 1.2 — __ --- ------- a "y l -- — — — — o- 3— 40 H o � � 1 3�TR 1 = I ce) ,02 °OU-1 I I I F x 4 6 > Lo G I V to I 3.4 G B 2 B�-2628,30 I { I ( s. 0 — — __ Q — ' I I W V 1001013 E 2 RTU-2 Fl I I I RTU-1 1 I O W 1 ( _ 7013 W I I f 3 � YN F3 �— — _ _ _ _ _I............ .... — — — — -- — — i s — — — — — — ..I — 3.0 F J W W ( e LIT € ; i f I A�'?SciVED 2 `LO - - ! II 2 I �,� — C] FOP C Pc`V.^.f l_SUANCE „COTT FA E�.AS&ASSOCIATES,INC. hRI 1350 SQ.FT.) [ C'9'VTR + — — — — — _ - - — ' — — — - - _ Y DATE F I ( �11/4'NG(224CFH) E I i i I ROUTED ON ROOF / I I V I .;h - een"e�"ewed for adherence to the :�ted to issue a wilding penitZpending E °2.2 I aFF,.a�Ee Cliy agencies. 8138,40,42 �- — Is e orgranbig otua Permit based on _... - e r, ease Plans shall nat be construed to A1- I I� — approve an violation of the appl.cable 3 1114 NG(224CFH) o rr V y i I Wp ROUTED ON ROOF r Dance. No peririi presumes to gave au her v.-a.^or cance.the provisro�s o1 such RTU I I ,.,des sn II b,. atl. I � � Bt-32,34, � I I r1 D flD I ( I i200111f` 61.20,22.24 �,__I. 1 r /' CONNECT ITCH FURNISHED WITH D" 4'FLUE UP FROM9 I RT� ( y ! CO DENSINGyNIT.WITH L E G E N D FIRED HWH-1. ] 1 117 NG(349CFHJ i ROUTED ONROOF '- MINIMUMIO•fYFROMTHE ❑' DISCONNECT I jI EXPOSED EXTERIOR PIPING I I P I 4 REFRI-SiE.RATION EDGE OF iHF�d200F. —r—HOMERUN TO PANELBOARD I Ft- 114"Nib(360CF SHALL BE PAINTED. I ( I CONDENSING UN 0 I GAS AND VENT PIPING ROUTE[ON ROOF 30 FUSED DISCONNECT PENETRATING ROOF SHALL I I I I N '30"DENOTES SIZE OF DISCONNECT C BE MADE WATER TIGHT USING \APPROVED FLASHINGS NO '20"DENOTES SIZE OF FUSE FPRONGMATERIALSREFER pp I I ,!I { I I I I t, "3'OENOTES#OF POLES .. TO6 -50�W; ' W C] Cj f v ELBOWUPREVISIONS C 21@'NG DN'TO 3'KR I ' I I ( C ELBOW DOWN C B {O STOCK ROO}A I I ROUTED ON ROOF ul r, (u I! RDi(1710 SQ.FT.) I i = El 33 RD1(3520 SQ.FT.) 7 RD7(352 FT.) i ( 7 7 RD1(3425 SQ.FT.) it� REFER TO SHEETA-13 DETAIL B I 1 X501 FOR 3 I � (TYP.FOR ALL ROOF DRAINS) PROTOTYPE O Oj I 107 X 163 N I I STORE NUMBER J H F 0 B A WO PROJECT NUMBER A A 311 RAIP D0001 W �' cc MEP1 01 A3ELECTRICAL EQUIPMENT PLAN SCALE! 1/8"=V-D" 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 ply a - ., a �. 1 2 3 4 5 6 7 B 9 1D 11 12 13 14 15 16 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PE - PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 CERTIFICATE OF COMPLIANCE ENV-1 CERTIFICATE OF COMPLIANCE ENV-1 RF PROJECT NAME DATE PROJECT NAME GATE PROJECTNAME GATE PROJECTN ME DATE PROJECT NAME DATE R Aers Rite Aid 3/23I2007 RiteAid 3/23/2007 ARite Aid 3/23/2007 Rlte Ald 3/23/2007Rite Aid 3I23I2007 MM PRaECTAODREae O 20NEINFOR ATION OPA UESURFACES OPA UESURFACES Lakeshore Drive Machado Street Lake Elsinore eald'mg Permits ANNUAL TDV ENERGY USE SUMMARY kelu/s tl-r Flobr u,.t. cw. Proc INCIPAL DESIGNER-ENVELOPE TELEPHONE aGe In a Ion C. On Oln ppen I u ce nsu a Ion D. On Olin ppen San 111 PDinigntl Complanoa Ana LPD creme Ama T.ilorea LoaM R Type Area U-PecsCourt.Alm Tilt StatusIV Reference Location/Comments T Area U-F v. Cont.Azm Tlll Status IV Refer n LOL rich Ioommente 2852 Kelvin Avenue PR Chris Doerschla License#C-23209 949.753.7676 0 ENERGY cOMPo penmn DwI9n Marom B aam N.m, inns Name Dint anp r aft. a+ / wa le^ / _ - - In COCUMENTATONAUTHOR TELEPHONE eM1ecked by4)ab ACA Office arc. 6 1.1 G22 ROOF - Offi e R f - WD Partner 949 753-7676 Space Heating NE G. D. D.De - Irvine,CA 92614 R -1 Ent &Sa es Area ..,,I saes who 367 1. o. Z8133 949.753.76767 Space Cooling 204 204.1 DO 4 Roof 21 G051 o o z-As En asalea area 4ROM GD51 37 o 2-As 1sc ,oar NGo ins 949.753.7678F GENERAL INFORMATION RTU-z Lou., 13 1. wan - 27C 9D s-q2 tit &salesA 25E r 0 1ao ,-A3 ist Floor&Mezzanine DATE OF PLANS CONDITIONED FL (MATE ZONE Indoor Fans 106. 11 D.3 3. Restrobm eM3e i6 1.1 G22 6 Well ] 0.110 - 0 90 9-A2 Ent a5818a Nee 2 Roof Sae 0.D51 - D 0 2-Ali tsl FlbOra Mazzanine 03282007 17r1295.FL 1D Heat Re'ection 0. 0. 0. ]Root 3529 0051 R-0. p 0 2-AS En Area 27 Wall 3E6 0.110 11 R-. len 90 D9-A2 tst Floor M wtlpartnere.com q 1 saes Area L.n ,9 444 1. G3a '.12 D.110 180 90 9-A2 Loun BUILDINGTYPE ®NONRESIDENTIAL ❑HIGH RISE RESIDENTWL ❑HOTELIMOTEL GUEST ROOM Pumps&misc. 00 0. 0. RTU-3 A a 580 1.32 0.33 o'.000 all - -9 el, B6 G11D 270 90 LEI.! t0 Root '75 0110 0 D 2-AS La PHASE OF CONSTRUCTION ®NEWCONSTRUCTKIN ❑ADDITIo ❑EXISTING+AGDITIONIALTERATIO DOmeSdL Hot Water 93 ]. 1. d Elednal G2fi G02 t1 all 75 0.110 R-0. 2T0 90 9-A2 esirmm Lighting 149, 93. 5B. 0. am 5.000 t2 RoaM i67 0.051 - 2- Atlanta 13 II 625 "to - 270 90 9-A2 Sales area TM1IS CeNflceb MCampllanen lea the bull4lnp nuflo unit PenprmaeceM-Mm.mewed locomply with This,u,Para l and 6 Mthe Receptacle 85.] 65. 0.00 1st Floor&Mezzanine 16 1 14 all 614 - 0 - sales Area Boston 15 ell 1 W9 0.110 90 90 9-A2 les Araa _ Chicago LalHarnle Cade or RepuletiOm.TM1la urtlfub applies antyaaBull0ing Vsinp the perfvrmame opmpllanuapproach. Process 251.7 251.7 GOD 16 fta ] 1 2A5 Sales Area L ni hen end Ras Net thatl0eumenation la ea ntl min lie 17 Floor 20 DO80 D 80 A3 Elemncal ROD. L Columbus DOCUMENTATON ADTXOR SI NATURE p OA TOTALS: M26 ItID. 55.22 18 RaM 12o G051 D 0 2-15 Elemnml ROOM 19 1 011p tell 90 9-AZ EleMacel Dallas Percent better than SlantlaN: 70% ( 10.3%excluding prcass) 20 D 011D - 1eo a0 9-Az Racei Los Angeles Ine Principal Designerhereby cartifya Nat the proposed building design resen In this 8a rconiouctiontl inn is nE.A.R Nwr.E..n Nrem..R.em..b 'n.EAetie.E.he.shwa.wmo..e onsistentwith the other compliance farms and worksheets,with the specifications,antl with any other calculations au minetl BUILDING FENESTRATION SURFACES FENESTRATION SURF ACES Miami im this permit application.The proposed building as deed meets the energy eRd-Cy requirements contained in GENERAL INFORMATION .,e .�., .awN m.eww,nuaam.rmm Sacramento ections 11D.116,through 118,and 14D,142,143 or 149 of Title 24,Part 6. ab; �• re Act Cord. c Locations s` ^• re Act. Cord. c.Locaton ENV.LTG.MECX. Building Orientation N Gtl Conditioned Floor Area0:7 neero 1 Area11e we1- ° T ^-F ' 1.I hereby aRrm that I am ellgibie under the provisions of Division 3 of the Business end Professions Code , sunapw Rim Nw a n12 NFR 080 N=R 1 New, sin le Meal C ear Dma4, Em &sales Area to sign this document as the person responsible for its preparation;and that I am licensed in the State of Number W Stones Unwnditioned Floor Area . z inapw R.111 Nw B 12 NFR D.80 N%RC 31 New sin .I I c mrpefant Ent a Sales area California 95 a Civil en engineer.or l am a licensed architect. Number of$Systems Conditioned Foot rinl Areasc+ Indow RI ht W OB7 NFR 0.59 N%R 7 New Double Metal Tinletl Ce`aue EnsAagime¢r,m¢ChaniCal en y5 p meow Fnni N 7 NFR 0.59 N% ]0uhle Meml Tntej De It En[ 8 Sal Area 2.1 aNrm that I am eligible untlar the prov ns of Division 9 0l Ne Business end Professions Code Section Number W Zones 9 Fuel Type + 2 5 indaw RI D.B7 NF F 27 New Double Metal timed Dra4n sales Area 5537.2 or 6737.3 ro sign this document as the person responsible for la preparation;and that l ems Noae See LT*� _ .see Li<. 4.See LTGSC 6 Indow Left E Ga] NFR 0.59 NFRC Naw ]0uble Meal Tinted De'aa[ Baies Nee $ licensed contractor performing this work. onenau.n Grou Araa Gaaino area Glamno Ratio EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST e�m ❑ ❑ 3.1 efirri that l am eligible under Division 3 of the Business and Professions Code to sign this document The local enl0rcement agency should paY SPeMbl ehantlanathe Items spePNW In Nia chectlaL These iamarequlreaprialwnlnn because it pertains to a Structure or type of work described as exempt pursuant to Business and Front Elevation N 1223 sass 26z spn. 21?° luetlnamim antl tl0cumenatlon,and sp,,Ill verlfibs- IM Lend with Ne perfammnuapp .1,The ume,Momemenl span, K', Professions Code Sections 5537,5538,and 6737.1.(These sections of the Business and Professions Code Left Elevation 'E 20B8>qn. 54.an. 2s leerminea th.aaegLacy olme)uaunutlon.ens may r.HetebLlldinaoraealgnlMt oN.mae complies maea en Ne ae.gLa,MtM K_ ro printed in full in the Nonresidential Manual.) ENVELOPE M Rear Elevation 5 14o aqn Dean 0. TM1e DHWS stem"AOSMITH BTH40oA"isa Lar eras waterhealerwid:Pilot Leas=OMuh. _ _ ties wpmaa Nme c,n.,.o..Le. t mwwpmer.,Nme v..aam... E Indicate lOca:ion on plans of Note Block for Mandatory Measures Right Elevation v 21W aqn. 49 aqn. 23.3 The HVACS tam"ARRIER481-JEDDII-mcludes Cemane conwl Vent lotion ersandams Section 121. Iz�sii°re nrm EMI si'i�c ryrpe'°•.'nse o0a`rermn.eew = Total 6802 aqn. a07 egft 11. T I, It 48MJE014'induOes Dama,e Control vent laiion ersmntla 1 Ocryp.is perauERIOR lN arm 'a• •D°r`Yl.ee RW o. EXTERIOR SHADING nareanoc aror�Nrssr H� M1. Required Forth NV-1 TM1e Hvgc$ tam"CARRIER 4eliJEDl7"induces Demand comml Vamaetion erSandame Sec6Dn 121. Window �wOnindit G Left Fin Ric lFin Windowr vOverhang Left Fin Rloht Fln PRINCIPAL ENVELOPE DESIGNER-NAME SIGNATU IC. ROOF '210 apn©aqR. 0.0 Exterior Shad. e�wmH 0 1,191.Wd. Exterior Shade T um SHG H t.Wd. t1 h n ZZ The HVACS bm'CARRIER 48HJE012"Inpludes Demand CDnim,Vent,atlDn e-SfantlaTls sermon t2l. None .] 10 .1 5a 5.0 L MPLUIN E Standard Pr000sea none D.76 9. 4. G.1 ao 4.G D Do Do D Indicate location an plans of Note Block for Mandatory Measures Lighting Power Density t54 wngn. Gass wl.gn. none 0.76 9fi 27.3 33 32 33 33 D.1 2D D D a Required FD L -1 LTG-2,LTG-4 Prescriptive Env.Heat Los 18 -MI 2D94 auvn G76 96 27. 33 52 33 3.3 D.1 20 D Do 0 D INCIPAL LIGHTING DESIGNER-NANE SIGNATU: IiNO. ( OAT2 - , R Jer H i t n-License#E-1 11 L Prescriptive Env.Hea[Gai 1as a0 emmt 213 sge emm-F Remarks: IndIcIle location on plans of Note Block for Mandatory Measures J J Required Forms MECH-1 ME H-2 MECH- ME PRINCIPAL MECHANICAL'ESIGNE0.•NAME SIGNATURE LIC.MD. GATE The exenptlenal secures llaatl in ibis pemermanm approach appllution bare specifically been reviewetl.AOequea written justi6udon antl aocvmanmlonror U IrLu nave been provided by the aCpllum. MINIMUM KYLIGHTARE N L :D MINIMUM KYLIGHT AREA FORENCLOSEDP ES Gerrit Van Straiten i M- 1 in°•"pr^ r.m °°••' `"°•1°'�°"'"""" `"" aumorwa sl noun or aam h.Pr=P=..e wuame•ema,naan.nmre.a.Pa=..un,w°.....I-.,rush as.pop 1174679803 bv.406TB Jab N.ha RAIPDWOt -,,AU" ,4 174 7 -Run - n 1 Jay Number BA PJmO+ P e:d of]7 -tie Pro 43 En uur Number 405]B Jab Numar RAIPG0001 Pa a:5 or 37 m4.2 E IX CERTIFICATE OF COMPLIANCE (Part 1 of 3)LTG-1-C CERTIFICATE OF COMPLIANCE (Part 2 of 3)LTG-1-C CERTIFICATE OF COMPLIANCE (Part2 of 3)LTG-1-C CERTIFICATE OF COMPLIANCE (Part3 of 3)LTG-1-C CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME DATE PROJECT NAME DATE PROJECT NAME DATE PROJECT NAME GATE RWECTNAME OAre Rite Aid 3123/2007 Rile Aid 3/23/2007 Rile Aid 3123/2007 Rite Aid 3123/2007 Rite Aid 3123I2007 IN TALLEDINDOORLIGHTIN POWER NTROLSFOR IT NEDAND N ONDITIONED PACE$ R EDIT INCONDITIONEDANOUNC NOITIONEDSPACES Designer: Designer: FI''. H Tnis farm'.mbe uses by me aeagnerane atmchetlblhe plane Labtl bNow an all the accePan,bob roc lgM1tlng eyabms TM tlengnerie TM1'm bmr'e to ueetl by Ne sea liner antl atacM1ad mlhe plans,LabO below are all the accela.nce foss lormed,eOm .The easgneris INSTALLED CONTROL LOCATIO CONTROL CONTROL TYPE NOTET CONTROL LOCATIO CONTROL CONTROL TYPE NOTE requires m check the hams byell acmpmnm foss that apply end l'st all eau pmenl Nat regdre an accepbnce asl fellep'pmeMM Min type requlntlbcheck the boxer,allemapbnce ass VMl eppry antl l'et all agUpment Mel raga res en ecwpanm imn.fe m G rota certain type mquihs.I wet,lilt the equipment description and the number of ayMem.m be Mated In Fennth.....The NJ nummr deslgnetes tlM Sedmnin the requlneabsL llM the equipmento escdptlon ens the number Of syebnumbe babtl In perenmeses.TM NJ numbereeagmfu lM Section in ma WATT$ Room#or .l IDENTIFICATION Oceu ant De II ht Mhh In etc (Roomtlor Owg. IDENTIFICATION Omu tit Da II m Olmmin ea. FIELD Appenaiz Mlne Nonresitlentia ACM Manual Nat tlescnbu Ne bsl.Also indOeb the person responsible for panormlrg its bsls(i.e.tlre iMWllrq gppIntlk M the Nanresldentiel ACM Manual thet ducnbes the last Alsol^dlcele the person resmi.sil br PeMOhns the wAs(I.e.the I-,no f Office Oce Senor--250 AE 1 112-Wait Dimmin w/Load COMG1 A 4 mnalcur,design professional Oran agent selecbtl by the Owner).Since Nis form will De Den of the Puna,mmpbeen m mmseggn w,a aa0wtlre mntndor,design pmaaaiOnal Oran agent enbMetl,the owrmrJ,all thiamin,will be panolthe plans,mmpbtiOn Mmissed'Onwill ulmwlhe INSTALLED LIGHTING,CONDITIONED SPACES(From LTG-2C) rmulinaid.partym budget for Inasmp.Mwakapplo-I. msmrelus party b budget for the amps Of Aappapnably. PORT ABLE LIGHTING ('mm LTGSC) D 1GO-Vestibule Wl II MI -50% B 1 112-Weill Dimming w/Load CO- DIE 2 Building Departments LIGHTING CONTROL CREDIT,CONDITIONED SPACES(From LTGi ) 47 1DD-Vestibule Window Dali Min-EG% BE 1 112-Wadi Dimmin w11-oad Control E 3 SYSTEM ACCEPTANCE,Bebn an omupan,Parmlta8nnmtllorenewly mMimcnetl building orepace,orenewapare+mntl'mbnim system CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER les Nm Parti wlLoad A 9 1 -Wail, wIL 1 TmW enrvinge bull4lnp grapace ie aparebtlrocmrmeluen,all mntrtN tlevioen carving the huiltlingoraPxx.h IltvPmHe:s.mPGi lire AIcM>bnm Requnin afcr Did.C-Pusince. n 1 11 - .sin Building Departments: Inada none Cenificeb ofAmpance MECH 1AFDrm shall be eubm Uetlmlhe ben ld rag tlepedmenf bat mr56es Dana apmftmlions iraamwn INSTALLED LIGHTING,UNCONDITIONED SPACES(Frunr LTG-2C) 0 les Area PM EshP_nOccupan,permt,gnmee tore newly mMimeled Witling-,lux,ors haw lghmg,sbm soars serving a Nieng orsPaceis cemfcetu andop,,Ung and malnbnancenfmunfion mat therequremums M Sectio^+G103(h)eM TNex Pae6. 0 e n operebd for normal Lae all Wltl ry rag the ben long orspuce�hallMMmfietl as meb'ng lire A.mpanm RegdremeMcmr Coact �`1Y' LIGHTING CONTROL CREDIT,UNCONDITIONED SPACES(From LTGA-C) � AresPatti Control Meazarne Compliance.In add lath .0 R afA pare LTG-1A F.-shall be submthed to Me b rag denanmenl Met N! COMPLIANCE act/ UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 Dimmin n Mezzeri tie A.C.nifas plats apecreoation.,'mblbt'on cert-lue and opening end mart enanu lmormahon mat the reginmena M 16103(oimd Title 24 ❑MECH-z-A Ventilation Syalem AcGulcepIM Document N Pan 6ArAPPepumus . -CDmsm,U V.0 SymemSysumiss olmxxvAsAOPxun aaraMF�� G - A Equipment raquihn9 ac,xOMOI,want G Q V• ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES - = ram -awrrN.w amaeas n..pmammm mawm.a. < ❑ COMPLETE BUILDING METHOD(From LTG44) ALL WED est-II ❑MECH-31 Packaged HVAC systemsAouplenty Document W I' ❑ AREA CATEGORY METHOD(From LTGSC) W® T Test Performed By, Equipment requiM1ng emepance bstir �./ ❑ TAILORED METHOD(From LTGSC) ALLOWED LIGHTING POWE0. ml ❑ LTG-2-A:Occupancy Lighting Control Acceptance Document Q I -Occupancy Sensor Acceptance O LLB -Manual Day light Controls Acceptance ]'""°"•°"°"'"•"wi1wit°°N"""Cotlutli""'°"°'"x T N ❑X PERFORMANCE[ALTERNATE COMM METHOD 1 1- Area P raia -Automatic Time Switch Control Acceptance ❑MECHAA Ansde Emrml.r P plume Document bl 2 Bi ❑ COMMMON LIGHTING SYSTEM(From LTGSC) - Equipment requiring acceptance testing Equipment' q'rang aOGepbnce bsting 1 I 1 ALLOWEDLIGH O UNCONDITIONED SPACES mLG-S-C 11- ISAreaP A =.,M.e"ewr m.mama.e,wrmrwe.,.gw>n.,r.maaarmmgr.m re,rn^,e4rwme� a�ewe"wme a�• LU Z L ro LTG-3-A: Automatic Daylighting Controls Acceptance Document - i MAN DATORY INDOOR lO CONTROL CONT:OLTYPE NOTE TO e n 17 ❑MECH5A:A'OmtGti -xance Docuhbnt Ii y V♦ Equipment requiring acceptance testing Eq ID lse.lenq panre ba Q J (Room In IDENTIFICATION (Au Tim.$Mlom.DImmine,e SPACE CONTROLLED Dayghaf FIELD F W F A a P.ni z4 wmmwrM aww ambler m nvaa..a,a%mama seas > m°m..ma�_- ❑MECHSA:penemo COmrol VanN dour-plence Document ':'ii�1T 1Sa UAteCc irreee��� W Equlpmentrequiergac Mrs,W6q _ .-1GU.S&ASSOCiATSS �•�. l ►e Arn.wecvaw,ear>e.r..eann..wmumap.e.woeymraa., _ ._ ATE iQ ❑MECH 7A;SA,Fy Fan Vai afore Flow DIMI!Am9laawm Domrrent --777,777:77777777 to EqulDment requiring accepbnm lent', Or, ''- e Al -on Cetiontis Dimmi 2 (:qpp a �:.mn7 <mii pending Dimmi w cad nt l eAa aysAa,...w ❑MECH45A_11 is System Conhol Arapbn®DOomima ,C? ,.� g.-a_:,.y par:.:• based On Namable Flow Con-Apra. i 31 Ot b -3nstrued to ALfomabcl.Msgon OommleA me...eeuw�.ne'mw Ihapam.yPmx,.. ..ate - y:iy tun of _ applicable V. FIELD or UII In a artment Use only NOTES O IELD-For ail In De artment Use On O ES TO FIELD- o uil In De artment as n Supply webr Tampanfun Reset COmmlamro--ro - - med t0 give NOTES TO E A-loti,HIMPumpC•.ePww w.r.mw,n.r. �a�P.. � •wr L'; ew �c ar poeml p waarlmpnentvam�conwl> Cr c,n..� the pro ..;loos of such E vsesm.Freq „cowl�AwMaro.x >mwAmP.mrms n.",.aabN m" anaamwaxewpwm . Ene er.ge'r9 umber RAPGroOt - Pp000'. - Joo Number fLJPDWCt ma.l b Enem San d2M3'! Pm 4.2 p En SOA Int at U>er Nunh - JahN P eeot 3, +nr� :4'r-Ena So9 ..ear Numeer.465]e Jab NumOer:MIPGWm Pa a;9 or 3I 3/0 Ene Pro 42 a Ere Son Lew Num�er:49578 Joh Numnr:RAI vac---- Erer cr �1 INDOOR LIGHTING SCHEDULE Part 1 of2 LTG-2-C LIGHTING CONTROLS CREDIT WORKSHEET Part 1 of2 LTG-4-C LIGHTING CONTROLS CREDIT WORKSHEET Part 1 of2) LTG-4-C AIR SYSTEM REQUIREMENTS Part r of2 MECH-2-C AIR SYSTEM REQUIREMENTS Part 1 of2 MECH-2-C PROJECT NAME DATE ONTROL CREDITS FOR CONDITIONED SPACES ONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME DATE PROJECTNAME DATE Rite Aid 3/23/2 PROJECT NAME ogre PROJECT NAME DATE Rite Aid 3/23120 7 Rite Aid 3/23/2007 Y MFEATURES D IN LL D LIGHTING POWER FOR CONDITIONED SPACES A B D F cONTRD centr MS e.ntreloain re7mn. air sin le zarre D�'. Luminaire Lam s/Ballasts Installed Watts ROOMt WINDOW T c ZO Etc uGXTN CONTROL ' ZONE 10 LIGHTING ROOM SKYLIGHT WATT80F LIGHTING CREDITL ONE 10 LIGHTING ROOM WINDOW A SKYLIGHT WATTS OF LIGHTING CREDIT ITEM OR SYSTEM TAG(S) AC-, RTU-1 RTU-2 ITEM OR SYSTEM TAG(S) RTU-3 MS RTUAeI CONDITIONED CONTROL IN AREA WALL LLAZNG EFFECTNE CONTROL ADJUST. WATTS CONDITIONED CONTROL PLAN AREA WALL GLAZING EFFECTNE CONTROL ADJUST. WATTS Number of Systems 1 1 1 Number of Systems 1 AREAS DESCRIPTION REF, (SF) RATIO GvLT APERTURE LIGHTING FACTOR' IHXI) AREAS DESCRIPTION REF. (Sl RATIO VLT APERTURE LIGHTNG FACTOR' MXI) 333 m i 3@3 3 F _ 3 ^Fog rce Occ Senmr-c=25 111-Consultation Dimming wllmd OC14 T•24 83 $S e8- e�8 v _ 'sag '_RE - olloule win Dw a igm,ng AE 1 .2 18 - onsu mcpmrd A 94 ,2 MANDATORY MEASURES $eclIon Remrenee on Plain or specxmadan' MANDATORY MEASURES Section R.an Il on Planaor3peal6ba6.n' theme_Tx, 'Dn a�E ads a B 143 2 0.50 mrn wl AE 94 92 0.25 23 Hentlna Equlpmant EMismsy 112 i 3,00H FF AFUE so%AFUE XeatlnB Equipment Efrreln., 112a 82%AFUE 82%AFUE D` COD-Vesibule Window Da lighting 112-Weitinp Dimmin-Ded A (3)4 ft Fluorescein re Ebc BE 143 2 0.50 1 A 492 368 0.25 92 AE 34fl Fluoreacant TB Elec 101- ales Anle(Penl I)Dimmin wM1Oaa 1 silica mmin wLeatl Cooling Equipment EMFMnry Loolinp Equlpmant EMcbnry �v O A 528 588 0.25 r AE 49 184 0.25 46 Heal Pump Thermwal ++zb r We ma ..I Pump Tbarmosat 112b rue ma 101- ales area ni I)Dimmm wlLoetl 112- ailing Olmmn Mloetl B (1)4fl FwonaDsmie Elea A71co Oro, AE 3528 738 0.25 184 ear E 492 96 0.25 24 FLrnaae eenwls nzc n e Ne nia Na Farsam c.Mroa nzD nsu Ne ma HE (1)bfl Fluorescent TB Elec 101-Sales Afea(Pad,i)Dinvrncurl� ed 2 2 6 112-WIS, mmingwlwad Track 42 105 0.25 26 Natural Ventilation 121E Yes Yes Yes Natural Ventilation 121E Yea Yes C 1 B ft FluGshoent T8 Elec 177 Saes Area(Pahl�)0l mmin wlLoad 112-Waiting Dimmi t ILpad () cofro, G 3528 525 0.25 131 � I 492 220 0.25 55 Minimum Ventilation 1210 12 ofin 3.1.Mm 535E min Minimum Ventilation 121D BOOB Mm 633 Mm ' 101- ales rea ami it Dimmin w/LOetl e•+anine ill y Dad VAV Mini mum Position L.nbM 11 No No ND VAV Minimum P..M.h Cenbol 11 No No REVISIONS ci (1)4 ft Fluorescent T8 Esc coin 1 352 156 0.25 39 co1 C 5 64 0.25 16 167 Sales Area(Path,)Dimmin wAoed Malzanlne Dmmin wl- CE 568 2 D B Demand Control Wntiation 1211 No Yes Yes Demand Contml Ventilation 121c Yes Y `. C CIE (1)4 ft Fluo esmm TB Else n�m 1 3528 2 C. 108-Lourge Occ Si r-2 Mezzanine Dimming w/Laae Time Control Time C.ntrol ' CE (1)8ft FI-IMOrl Elec A 1 cDntrel CIE 2 0.25 8 I D (1)81t Fluorescent TB Elm 108-Lounge Occ Sensor--2 AE 131 92 D.2D 16 Selbagk and SaWp Cerwel 122 Heelin 8C0olin R Heefln SCoolin Hearn BCoolin R u 8atbagk antl 8.[up Canhal 1 Heetin BCDolin R u Hearin n Re ui E (i)4fl Fluaesmnl Te Elec ea+f . m ensD <=2 AE OuaOOr Damper ConVol Oua.er Damper Conbol N. G Track FluOng 101-Sales Ames(Pat)Dimmingrollaae A 4447 4416 .2 1 1D4 leOla[iOn Zome 122 n/e nia Na leelation Zones I. Ne nia //� 11 PiPe lnauladon Flu.Insulation cn 1 26w Low voltage Halogen - es ee a r rmmng l as AE 4447 2 .25 DUMma.laflon 124 R-tl.0 R-a.2 R-42 DUM lnaulation 124 R-4.2 R42 I 50w Lev Volbge Hamgen 101-Sales Area(Paei)Dimmi w/Coed D Tnck Tnck Ligh6rg des r rmm.l rt.ea E 4.44 0.25 24 PRESCRIPTIVE MEASURES PRESCRIPTIVE MEASURES O Ti.a a In Lo1nl G 4447 735 0.25 164 CluxIama Hnung Capacity.1a32 ,aa a&b Ca.olatsd H-Ing cUncily.1aJy 1 14 350 '01-bales Arce(Peal,)Dimming wlLoed Proposed hi C.,lty 2 835M 14 ODDtie bluh a [h Proposed HeatinO Capaotyz 44 221 ODD Mun 1 amuh 101-Sales area(Pent g Dim cgtm,Loed AE 5 07 1 1 Camu18aa 5enaible Cooling Capadlyx t2tz 144 na a W Caculated Senelbie COOIi19 Capaply.1Str 1 1D1- ells Area(Ph 0 oinm,.1L Proposed BenaNle...line..M.Tr 15875 btu blur Proposed Sensible Cabling Clixi 195137 Puh 69 na In, D 5607 544 0.2 136 Fan eeno-Dl ,4a me ...ism volume amvmume Fan control 1a4 e B g 101-sales Ame(Peni 1)Dimming wlLoatl jr_ 1- ales Area(Pahl I)Dimming E D7 1 DP......Lratlon 144 c DP s.....LIution 144 c H U 116-Elemnml Room Dimming-Manual Supply Pnwu ReAet(Doc any) Supply PGua R,e (Doc only) CE 120 32 0.10 3 simmamaa.H.aULoal No no slmuNanaqua He.NL.oI Nc Nc 114-Receivirlg Arls Dimmin wllOaO 1,228 192 0.25 4 EPo^emir r Dmila Fixed rem Info alas F,xea Enm Irate pled Emmm®r F lea F,xea Tem Ill mlea 114-Receiving Ana Dimmin wlLaad CE 1,228 0.25 1 Hutln9 Air SUPPy Reset n tit Heating At,Supply Reuel 144 a ntT m PROTOTYPEIII 114-RfiCeivirg Area Dimmin wlLaetl C1 1,22 32 0.25 6 Coaling Air Suppy:.eat t44 Con8anl Tem Comitem Tem Consent Tem Cbbfn.AI Sappy Rum iK Constant Tem CanSient Tem 1D7 X 163 109-Plumma, Dimmi wlLDatl 138 Duet Saaling(or Prescriptive eempibr0 ,44 ND No No Duct Sealing air Preecrlptive CompllenP� 144 No No PAGE TOTAL 22035 COB-PM1artne, Dimmin w Dee 1 4 ,1,,re rea.re a:.m.a.a. .yabms lwemap M.imilar aNl.l nllmyw rererer,rem.netnemararaar.p.m mn.Mmare papwnnmm.r„n.r.r. r u aemrrearam.,m.n n. br„a(rg If flu rar.r.ltin In m.hell. enin, mP ammreP.dllmm,..bne,.w pwwrap„a:mmrwn.m ma = STORE NUMBER 109-Ph. Dimmin wlLOed 523. titre xduna,ezd danquiremmtl.mlapdkaae,Ifull •11"1umn -ch rem anti.n.eirshNH me msFPkeNn Wt•MA'inaemrumn o g BUILDING TOTAL(...of 11 Pn_) 22 035 523 442 0.25 110 2.Narypn4mrr4ro NNMme---lire.Eiprer.wr.w..hen air put In relwwry«Pw as en.derem-<rermpeow 1. a.Nm rwairea mr ny4mNq h..lire.m reelirrp.Euw.mw.Y.w.nevwwamwre,wxaml.wa ww.p.dnnmmwrappmb 1. N PORTABLE LIGHTING(From LTGJL)� PAGE TOTAL 76 PAGE TOTAL iffap mis'.Cwwbnrvdums.Srm'a2ore;Ss sixf,m;Xaa>M%ours in unmreoane slmm.Dumwln I.IA.rMMPn.wpw.Canlanrn, Yec Xbyclem ls:Cpnaant Ytlume,Slrgle line;4wre..6,000 aqn;Xae>25%duct rn uncaMeoree spars.Ductsswre rw nPr.maw remlerrre, WD PROJECT NUMBER min Equation 146A RAIPD0001 LU t))From E.ustlon laeA 11 A CONTROL CREDIT(F.,LTG>CI® 2)Fmm Table 148A BUILDINGTOTAL rj qg7 Z)From Tehle 146A BUILDINGTOTAL 5497 A ADJUSTED ACTUAL WATTS Ente 1 3 r In LTezc:Lighting Lom ll enalt Enar In LTG-2C:Lighting CO MroI Cledk .. a e13 b'J7 Pe f4Of37 Ene Pro 4.2 En Sofl User Nuno.-<a576 Jab Nu.ur.RNPDW01 Da 15 of 37 UrerNumex:d&S7B Ene m4.2 EUn Initial: tier RAIPOWm . P Joo Numbw:MI _ Ene Pro 4.2 Em Soil 1.1 N.,=seer.RNPDOOm :160f37 Ene Pm 43 Ene SOR Usw Number 4e570 Job Numa M;PDWm T24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-4 FWECHANIll VENTILATION MECH-3-C MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C MECHANICAL EQUIPMENT DETAILS Palt 2 of 2 MECH-S-C ENVELOPE MANDATORY MEASURES ENV-MM ' PROJECT NAME DATE PROJECT NAME PATE s' _ PROJECT NAME DATE PROJECT NAME DATE PROJECT NAME GATE ' Rite Aid 3/23/2007 it A' / Rit Aid 2 2 7 Rite Aid 3/23/2007 *a M ZONE TERMINAL SUMMARY M partners -' Y E PRESCRIPTIVE REHEAT c WATER SIDE SYSTEMS:Chillers Towers Borlere X dronic Loo LIMITATION Section 144d D n. TDat. G Motor pEryrb Lpumpl Min.CFA CFM BHP Moto SO EH. T as Ouu tau DESCRIPTION Desi ner Enforcement 2652 Kelvin Avenue ITEM OR SYSTEM TAG(S) v v 1 1 Na ® 118(s)lulled lnNladng said-,hill mars ben c•rlifild by the mamuhedturer W comply Number of Sybmt ; Nw O o2 Ent Sales Aree w o the California pualiry Standards forinauluing maurlal,Ths,20,CMPur 4,A2cle Wine,CA 92614 5 ;- ram O�X a_, y VAN Box 1 1 N Na T-24 ^ o;z o ; a �t 949.753.7676 T MANDATORY MEASURES Section R•feren.on Pa Spadficuldn ry3D3Q mYn m'sg m3 w8n% a p�D Oe raQ m e3� C. 3 949.753,7676T 8 _^.6 5O'TOi a°_� X'S mcr O9,<; aP Sy; $'y 83 m Na Equipment Efficiency 112e ZONE/SYSTEM o gym; m;- b t3 - � Rest-, VAV Box 1 1 N Na ® 11B(c)All Insulating Melerlale shall IN lnaulled incompliance wid,duff-pread baling Pipe lneuation - ,it smoke dinslty roquiremanu of sections 2602 and 707.-the 24,Part 2. F wdpanners.com PRESCRIPTIVE MEASURES 8 0ris 12 '2 12 Energy Sandby xL SUL 6e es Aree VAV Box 1 ol Raced Vol. condition Faour Loa,or E Ca-uhad Capacity 144 a8b An-1 Tole. -2 12 Scum Name S s[emT a DlatrlDutlonT p Ir u[ Gala. Slit., or RE Pilot R-val. 1 Na O SMITH BTHUWA Large Gas .-Demerd 2 40D 1. New O9 0. 2. ❑X t171a)All E,W,I,,J,ina and bearing-tn•buildtn9thatti-linemebuasurcas IXalr Propoaatl Capaclly 146 a80 t 83eles Aree 367 02 B10 9'B 3,816 VA 1 1 N Na ls•kaps•hall be caulked,9asketed.weathetitrl pp•tl or oM•nvi,e ual•tl. Atlanta Towar Fan Controls 146 ILI RTU 1 Tde 9'8 3816 Receivin 1 1 Na BOSSOn Tower Flow Controls 144 M1 t3 0.5 ed as 300 1st Floc,B M...ni AV Box N Ne Chicago L Marks-Flow Sysam Deign 16 9... 25 z5 3,bMULTI-FAMILYT AT I ❑X iiiii Sit,Lonaoxonad Do,,,Win-ana sMh9hts snail be exutkee batw.n the ens L Columbus XOWater ,Pum ..It Wa.,Pi in Len th it and tM b.11d ,antl a hall be weetheraVlppId(•xupt for unframad Buat it..and Chiller antl 9olle,Isolation ales Area 4,44 0.' 667 667 4,750 gosh-). - Dallas CNW and NHW Reael Controls '44' a E Los Angeles R7U-2 Toal 758 5358 Miami METWLH Idol N, VaNea VBD on CHIN,CW BMANP Pumpa> Ices Area S,fiO 02 1,402 1,402 6,008 m Sacramento HP 4 a X❑ ttfi(ajt Manuuduretl Ooora and windows lnaulletl shell have eir lrMHrallon taus nIX DP S•eor Location t44' RTU-3 Ttkal 1402 6008 •xuatlin0 thou shown In Table Number I.E.of the Sundares.Manual eC,iral R..m 12 0'. ',B 18 ?0 fenestration protlucts must be libeled for Uwalue rcuraing to NFRL prouduns. op{dr groups of similar puipmenq fill in me nre.xrw b ahee[numbw erWw eodhntion aecM1ol antl ;ENTRALSYSTEM RATINGS re um erwnere tie sea resare eowmamee.tla mant,an p wA in memumn. 122 01 '84 184 184 T.Walar sloe syslema include coal side system using otharlquids slimes glymldEn rem 1 It Fiderb Mazza,. 167 0. 419 419 419 Au.. EjtksggzLrrrrr�Condition Ewnoml.erT rtier 38ORF018 ❑ 116(e)Demiting Welkin N....id,nlial B.,din9s; RTU-4 Trial 621 633 a Split 0% t6,8 0.300 HSP iB4O t3�SEER/9.B EER Nav NO Eren.mizar The opaque Portions off,amad demising walls in nonrealtlentlal buildinga,n•II run S•rviu Hot WMer Pool NeMln ARRIER 48HJE012 -ackaetl OX 148,0 0.82%AFU 120,0 11.0 EER New Foxed Temp Ii re I fin l ion with an irdpl Rwalua of no leas Man Rn3 Insisen homing members. ITEM OR SYSTEM TAG(S) ono Healer ARREa aeHJEo14 F Packs ed O% 160,0 0.Res AFU 130 SEER Nen Fxad Enth Int rel i Number of Systems ARRIER 46HJE01] K Pack...tl DX 1 1. 0.92%lu 180 C 10 B EER Nei F.xetl Enih I(1 ref K-; MANDATORY MEASURES Reterance on Plana or Spasmwtio" ARRIER 4eHJEgoa Packaged OX t363 0.92°h AFU 90� it.O EER xae Temp(Inagret ) Weer Heater GMiflutton 113 a) AO SMITH BTH400A Water Healer Efflcienry 113 b 92% Suvlu Water Heating Insulation 113 c Poor and Spa lansci ryand Control 110 a I. MARY ��- Pool Mine Spa ru.1iatlon 114 b ale Mato DHve Meter Drive Pool Heater No Pilot LIBM1[ 115 c nla a Spa Huar-No Pilot Light 115 d FRIFR 48HJ 9 pirlbnr Volume al.w Thmu h a. O.t 550 1.b ARRIER 4BHJE012 1 oop forgroups of a�miler epuipmanO Nl In lne Mwememsheet numarergrw epednr tiro section ono nsfan[Vol4me Draw-Tnrouh 4350 32 B6.SY 970° panOnpM1 numberwh•n maroquilred Mturoa an demlm.nutl.Ifarpu.nwnin appllfaow.put•WP'ine Vn cdumn. ARRIER48HJED14 ant Volume Draw Thmu h 45C0 3. afi5 97.0 Moto Dive Mato Drive ARRIER4BHJEC'] cnsant V0lame Draw Thmun 5.75) 4, 865 97.0 Room Name CFM BHP EH EH. Room Name CFM BHP Eff. EH, JCARRIER 48HJEDoa ..slant Volume Draw-Thmu n 3 w 2. B4G 97.0 108-- 10 301 0.19 60.0° 97.0° Res- 10 3 0.19 60.0 97.0% J n aelcdumn N)Is an Ai-{column Ml.Vaen r•quvd mwre.rmualn 4 a-Icolumn X)anetn wsgnnnimn�0.rlmunn M).mum.a-M. n Inill 117467 803 n 3/07 Ene Pn 4.2 a Em. rn user x,mnr.ae57e roe n,mde-.w.IPoo.ot Pa a:^s or37 Emr Proaz a En son uaar a,meer aes7e Jm x�mher:BAlPoopbt pa e:19 o^37 Enar Prca.z b....... En. son uaar'„mbar:ae57e me xammr aAlp3o.P1 pa azom37 En. Pro a.z b En son uaar Namdar:4e57B Job NxmbemAlpo.Pg, aTx.rJ7 CERTIFICATE OF COMPLIANCE (Part 1 of 2 OLTG-I-C CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-C LIGHTING COMPLIANCE SUMMARY Part 3 of 4 OLTG-2-C ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5)OLTG-3-C PROJECT NgME DATE PROJECT NgME DATE PROJECT NAME PATE Rite Aid 3123/2007 Project Name Data Proiea Name Date Rite Aid 3/23/2007 Rite Aid 312312007 Rite Aid 3/23/2007 Rite Aid 3/23l2007 Hardsca e-Method PROJECT ADDRESS Li h In h n Plans Show that Outdoor LI h in Me Allowed LI htin Power H Lakeshore Drive&Machado Street Lake Elsinore 0 A.Hardsca a for automotive vehicular use Includln grkIn lots dmeMre s and site roads. H PRINCIPAL DESIGNER-LIGHTING TELEPHONE BJitl rag Perm4q X Lighting Power allowance for general site llluminallon on OLTG-2-C Parts ofd F 4- - Jer "aiTstorl-LicemseH E-1B515 949.755.T67B owl,xPyu+NS. can"' eI, DOCUMENTgT10N AUTHOR TELEPHONE Checked bylDate n O .a 0 _ Areas SF TO Subtnctimm 'nhin n Illumine 5 Partner 949 7rJ3-7676 ❑ LlentirB Powerallowance for local Iolmobas*1le,ucurily multiplwn on 01TO14 1112 oil F>aa s Mir ss� - data r55 esd nFsam S 9 I F _ cFs wS 0- ;s rsw�aI Area les son GENERAL FORMATION X Not Applicable j e m n - i 3 30 3 m 3 p 3� n 3 3 - - _ $ v 3 B'w 3 w S Y a z O 3'j M Fam 4 mee.e pmwre..e .Tres NM Cvareai N - g mlfilimen bA'ash suo total of DATE OF PLAN& UTDOOR LIGHTING ZONE Llgnting Application _ as =� Ligmine APPllu[io a na cuE _'o�ip unhng negh afenotner 6 X Lig hung power allowances forsasd1,applications,ether in,,vahicb seNIda sotto..with looplas on OLTG4-C Part 3 of4 Cacao 'F o S'M 6'R s - 0 4 ^F = 'R `a-'8 c f Ligroina AyVIIUT'on was roar'' °estanu apolicalion.r Buldin 0`ry to¢ubinct hluminaud Ar. 03-26-2007 LZi L2z Lz3 Lza gry _ _ "R a Sqg, c.taapry der a?: =,R g awg R. TaDle14]-B enine"•ape alrA iraNa g he`s�"awn .D.E�F B.c Not Appllmbl• Tabu 14]A Deacri li Table l47a D•scri Non O t 1. 302. X 1,81 2 -0 tit)a seal H e a c n lumina. Areas of ri m C PHASE OF CONSTRUCTION ®NEWCONSTRUCTION ❑ADDITION ALTERATION Entrance Light mite Llghdn Seca High Pressure Sodium BuildrIn Fe®de 758 Meta Halide x h.TS 1 1] 1. 210. X 4 FUNCTION TYPE OUTDOOR LIGHTING OUTDOOR SIGNS INDOOR SIGNS udOut Ext s ^1 t rb, ® ❑ ❑ g" % HP5250 1 2 302. X 3,9 1,2 0.35 43 W 1 8 Llgnting powerallowances far vehicle.eMusuulon unoples on OLTG4-C part4 ol4 ter0� t Lghtig 50 H P�usure Sodium Dnve hw a era TB Else X Not Appliable s3,fi 01 B X HPWsC Too 23 X F32TB 1 3 i. 32. X STATEMENT OF COMPLIANCE In!I Sign lighting compliance on OLTG4Z u g 01 0'0 M t IHal de x MH70 1 1 L 95. X 57 O This Cart rcate of Compll...a lists the outtloor lighting system spsencatons need to comply with Title 24,Parts 1 and 6 of the LJ Not Appli lieu enopy Light, g 1 0 0w Meta'.Hal de X MH70 1 ] 1. 95. X Build Out min 0 ;^ Califomia Cod.of R ul don6 ultl het RUI ing Lights 0w Wall Mount Incandesce IN a9 9n s x ow 1 ao. x t a N This certificate applies only to building lighting at the documentation X In,ullae lighting power has been oble-tied in accordance with Section ladd)1 G Tnedocumematlon re arernereb ertm.6MatmedoLNm.nlation 9rea and po I te. � G c Q � DOCUMENTATION AUTHOR SIGNATURE 6 � DAT Not Appldedis Rvron Hod-es ❑X All per manenllyTnaulled lum'nalna wIM lampp ntetl 100 Walu allher novae amp eMucy of at least 6D lumina per Wattor are The Principal Lighting O 'g r hereby certfes that the proposed o oor lighting and signs design represented n this set of controlletl by a orlon aan,miper Section 132(aj LU CU Construction tl umea' 'stem will the other compliance forms and worksheets with the spedfic.i and wih any other ❑ Not Applicable talc t bmilatl with this Perm t application The proposed building has been designed to meat the lighting requirements ❑X All Lum metres wl1A lamps rated greater roan 1T5 Watts In hartlaape aroa,Inclutlin8 perMlnB lots,building•nttinua,crnoples a 0 all �_ Contained Sections 110,179,130lhrough 132,and 146 and 149 of Title 24 Part 6. eultlooraelet area,meet the Culof Rtiqulremena of Sedlon 132d) O W ❑ Not Applicable B�Hardscape for pedestian use including plazas,sidewalks,walkways and blerways �{ Please heck One (These sections of the Business and Professions Code are pnntetl'n full In the NonresidentialM heal.) I harab ffirm that am eligible under the f Division 3 of Me Business and Professions Code I this ❑% All permanenny rasa lee owaoor lighting meats the control requlramena of Section 132(c)1 P LU ,^ O y e g proV S cn i 0g ❑ Not Applicable Areas SF Ic subtract I-calm n the Illumire tl a Cn document as the person responsible for is preparation and that I am licensed in The Slate of Cal fo ..as a.I l e gineer can H or electrical engineer,or am a licensed architect. Bu'Itlm facades parking Iota o les and outdoor sale.area.meet the Muln Laval Lighting Re l-ant.of Sectlo 132 c sriM1 g par g paraBea hen p g 8 qu () p l Ovens ❑I aHlrm Mat l am eligible antler the provisions of Division 3 of the Business and Prefessions Coda by Section 55372 or Not apptubte or-s""1 thi a lreacvu Suono.,of 6737 3 to s gn this document as the person mapons ble for Its preparation;and that 1 am a licensed Contractor performing L9nln99 ppp can .ran hce gh pF h o Building oy syyn r u suoiren Ilum 'Area bar N this work, (Table l4)A) (Too hiNibl•) lam na Area, cuersTmcN (C+D.E.F) (B G) F ❑I:=That I am eligible under the exempi to DtVeton 3 of the Business and Professions Code to sign the document MANDATORY A T MATI CONTROLS _ I" because t parts be to a structure or type of wok described as exempt pursuant to Business and Protesslons Code CONTROL LOCATIO CONTROL CONTROL PIPE NOTE T Sections 6637,5638 and 6737.1. (Room M) IDENTIFICATION (Auto Tlma Swlobh,Dimming,etc.) AREACONTROLLED FIELD -ES.INC. PRINCIPAL LIGHTING DESIGNER-NAME SIGNATU DAZ LIL.Y�Ct Jeri Hairston-License#E-1 11 - -o Y -:Flh.renGe to the t A'Ln.Orizabon is L INGC L C KSHEETSDhe.kbc.lfwc-ksned'si,,IWed pen-pit pending OLTG-t-C.Certi6calsofCompliance.Raqu red..plans Ter all submittals for.sttl.ar(ghting.Fa df ,r.o.T rn.dmschatluleso EisnerLTG-1-C or OLTG-1-C may he..for signs u follows: :;OYmlt hosed On 1.Use LTGlCftheproj d a Iye,,d g s :t be Construed to 2.Use LTG 1 C if the pro,cl t 1-d ght 9 trio 'u g s bW no ether.ultlm I9hting. Total AOttetl Watts 604fi Total Installed Walls 745 \6 G Of the ap Dl-Cabe 3.Use OLTGiC if ins p j 1 T lyW id g s. p,esUmeG IO gVe 4.Us.OLTO 1-C if Mapejed cons she ofo ttl tight 9outdoor.,'robb-ps,but no oth-bidde ligIti Checklist .1O isiOns Of sJoh � "- E OLTG-2.0 LIGHTING COMPLIANCE SUMMARY Applicable parts required for ALL oudoorlghtng alowances(Except Signs) 91. ❑ 1) - cn pvponde'u nwappx-eeare dw alv E I OLTG-3-C AREACALCULATIONSWORKSHEET App ce0le ea s equ re0 fa all outdoorerea cewMana remade r ,tram `ware-notmoron eo r"roampdawac ibs OLTG4C SIGN LIGHTING COMPLIANCE Requred fora-nternayand e-maly umnated sgnsferbolh-ndub-d-rd., lie pn, deYord s gna. # iEns Pro a,zi En on Uaw Nu-4157e Jon Numnr RAPD0w1 Pae:23 of Emr Prc a.z Ene son hew,Number 1857B Job xumber.PAIP300o1 Pa es4 d37 Ene rucroe re«� w �here Pro a.2 d Ere sm uaar Number.4a57e Joe e,mee.RAm0000r S • /Pa e2s o137 Ene Pro 4.z o Ene son user number.aerie Joe xumeer.RA PDo.01 Pa zs ora7 Ener Pro 4z a she soft rvumdar.aes7B o P eon ran ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5)OLTG-3-C ILLUMINATED AREA CALCULATION WORKSHEET (Part 4 of 5)OLTG-3-C LIGHTING MANDATORY MEASURES LTG-MM MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME DATE PROJECT NAME DATE Rite Aid 3/23/2007 Rite Aid 3/23/2007 PROJECT NAME DATE PROJECT NAME DATE PRO.IECT NAME DATE .Outdoor Sales Lot Frontage and Sales Lot Area Rite Aid 3/23/2007 Rite Aid 3/23/2007 Rite Aid 3/23/2007 Ornamental Lighting Cano les Vehicle Service Station Hardsca a and Outdoor Dring D F DESCRIPTION Designer Enforcement DESCRIPTION Desi ner Enforcement Description TDesianerEnforeemen D H n m ,mnaro whnnthenammateaAreaE ui ment ands stems Efficiencies Ventilation nrgaeBas m 4 p Yoyena ppingqe 131(tl)1For every floor,all inua.r lightingay,ums shall be aquippetl withaaapente auto alit yapp App () prov pen or pence stut ofa is fillimes of n.Merr" Areas obstwcletl .olio total e(areas ® 111 An Rance for which there isa California stantlartl.tablishetl inthe lunw 121e Controls shall be iaedaallow oulslu air dam tleri.eubeo tla[,,th, LightiI APuuliratipn Aree of Appl ratio the monting hog apul�cals,or by Sgns or ti- � tic suotoet IlluminatedAru ontrol to shut off Malightine�Thia automatic control anall mee[M•requiremanu Efflcl... Re I dons will tom I Ith the•ppllubi,sandent. � � the rainla-nos ass f den lnece ewjl Tne Tg4]-B SF dstanu lmctures C+D+E B-F c Y ghee pYw peci re plans.la Section 119 and may be an occupancy unor automat clma switch or other tlevlsn he Id to M1on Sales Lol A•u A eas of Cher ales .,` ys go g g. I S(e) Fanrype.nlrawroa..shal net her'plot light QQ gh a capable of auume[Iwll nutln Htna ll htin 11 Gm es Fro g iSaks Fmrua (C DxAnother Sales LmArea ` 122(H Gravlyorauum.hd.w rllbi.anketlandsloe.o...anumown robe' ae Are ronLat en 1H ee a.11 Ap'raden A F-G 131(tl)10venitlarob BU le rag Ltghl rag Shu[allTheautomalcbu ltl'np eM1u[aHayaums n23 Piping,axuptlM1alasnr•ynpllulda at ump•nwr.between60antl 106 tleBma _ prov tletlonthaouu'UeairnukesantltlacM1er9ea IXallapace contlNomnB andprovitlatl with a roar.I,.eastibleovrdtla awlleh I,Might ofth•lights Theana Fahronnelt or within HVACequipment a hall be l.ulaletl nacurtlanu with .h...I sy.l-.Of...rrit.la not to-sail 5,000 square fsel, Standards 6ecton 123. X122(H All grwityventlatng systama shall be provided wlth automatic er ready a"ceuble IN Alr handling duct aystema shall b•Insulletl antl lnsulal•d In c.bi,mce wllh nuslly op1rantl dampers'n all oponng.to the ouultle except for cembuabon eir119(h)Aulon-Control DiNdax C.rtlfied Al l auamatic control devices a ,onelan Sections6016N,603604 antl 605 of the 2001 CMC Standard.. penraga mbfletl all.Vernal.equipment shall be urtlfletl and lnslalled as directed by the Control$ Air Balani rap The sysum shall oe balancatl"n accordancewMthe Xa[enal manufacturer, T+ 121(M ❑X 111 Fluore..anl Gallant and Lumina rea CeXifled'Allfluoresun[fulureaa Ked for 1221,) Each apace conel[aninp sysum aM1ell be lnaulledwth one IXthefollowing: Environmental aalencinB Bureau(NE99)Pro.tlunlSbneaNa11983)or pet /y(/ AMM..I.tad Air Bounce Councl bASL)National SunaeMs(1999),or In.projael are c•rtifutl and Iiaad In the D rectory.All Installed future.shell be -(/ - ® 12U.)1A Each apau conditioning ayat•m eery nB building types aucn as oMus and REVISIONS •rtleed. nuuctu ring ta.11 ras(and el l oIs n not eapl lcllly exempt from the requirement X❑ 121ru ouuitlb-Certification:TM1e syatera shall provide the minimum ouulde elrea C ol8ecton112(tlH�hallbeinaulletlwMenautomalclma unwthan .haven on theme.hanlcalsontng,,and shall........d and.-adbylM C: El ❑ 132 Tandam Wring for one and Thrae Lamp Fluorescent Fueuru All one and three cussl0 a manual override lh.l allows operation of the ey,um during ell- baler Insalllng II.....E C40...hanlul untncl....d art ins by(1)the dasgn lamp fluorescent fixture,are tandem cared with wolamp banana when nquintl 4M1ours.The time switch shall be bla or dleerent nnior lse,•nginur,(2)tin•Innulhng lican.tl.1....b.nl.l..Mncon,or(3)the 13 b Standards Bosun.132;or.1I one and inns lam fluorescent Hotline an up[o pa pnBnmminp Pi cifi•d with.Ia.tmn is high fraqu•nry.opera and are exempt from andem ,evant is Mir weekdays antl week.ds and have program or at IMi upeblilbes heat person with overall raeponsibillry Ior[M1e design of[he venNlaYon sWtem;or prevent th•loac of the tlevice's program end time aettinB drat oast I hound Ouuitl•Air Measurement Thee hall bee wiring r,quitimanls. power It ma pled;or ❑ t21(g3 yateme qulppetl witha.11hnutlleeal er ❑Se 47 tc)r&Eacn potion of all wuminabd arws nos oven unlined ody m. aw apoiomaan cwwiswnwmacmal u�edmearoas. remote debide upeble of meaeurinp the quantity of ouulde eir.a sons-, 4�(V)2a-I ti, inaplen caeca,$ly ummimted aectrms,rou!mor sales iwyMarenimvapnrvsgevwnrylrsnonara X❑ 1311a)Initi.isa l Ro ..it.Controls:Each boo desida in this building is equipped ,/f/1 bash and displaying the quanllly on.ounily ac� Mba display tlNip;or „mestmer i.iiq ler9m,one ome eve Been used uminaires qua ilyigiwmiatali.Mice ere ivawein pan new with aseparale awil.n or occupancy aenaortl.iu for lien ana with floor-u- � "' to ran in l selling walla. ❑ ❑ 121(1 Another method,ppr.etl by the Lommiuion. ® �j B.BUildln Facade Area ® 7231e)16 An occupancy aensor[o control the operating pariotl or the syaum;or ` 131(bj:q.iem Retluclio..th n0.8 el Rooms All rooms antlstir,lead hill tOD ,.,� square het and more than OAwata par aquere fool of llBhbng loctl shell be �/�v ❑ 122(•)1CA4-M1ourtmerthat can be manually operatetl to ontrol th•op•nOng Periotl of the Service Water Heating Systems O exec nvmw ran controlletl win b level swd.hing for un fixm ntluel o.of I shu rag svlh I.In.mom 'rib- X❑ 113(bn If a e rouhettng not water system la'nau lea rt anall have a wnWl capeIXeIX �� - aulomMionly ti mrng off the c rcu al ng pump(s)when hot water I,not requ red. Aremfb,shcha ® 122(e)3 Each•pace eondltloninp w•tam.hall be lnaulled with connate ttwtumpendty J, E3 NelArea X❑ 131(c)OayIiBMArea Control:All roomawllM1 wintlows and skyliBha that are Snout Man resurtand umporarlly openle[ha aysum ea required amalnuina.lbeck 1131c) votaries in realroems of publlclacilillea shell be equippedwlthcoetrolaullma Ne ffi OorcWeted by Ava le.leior lass- 250.,u fast and In.all..I.,Me effective use of daylight In in ana shall outletumpenwreto 110 deers.F. Objects Facade heating and/ora situp cooling therm.at,etpoint. Desi9 utl Name Gross Aree Arsec coveretl eUAru Nol SuOwul Lig ling have W%of the lamina ln•,,h dayllt arts untrollsd by a.eprouts 11ch;or the one Onenulbn Leah, Hiigtt (BxC by sin llluminaud E+F 8-G affective u of daylight cannot is omplithetl too ..the window,are - Q Checklist 122E, nape.-rationing syamm serving multiple zones with a.-Intl Y B RA i,"din Fa tl 1 47{c)18-Each mrtmn bran�upminaree area.has Been... eontinu my snadsE by bu llding.moue Miof In lon.Diagram ofshadingdudng ❑ Ei grad ontyo aii0h:in0 epdimeon.antl the applinmrean mnxdentwdn actual usecrme tllfsomt tirnse of in,year is impudad on plans. qa P EI D It ❑� ontllllened hoe,area men than 25,000e a naelahell be roviWtl with l.oladon DSe Ic)t CTna area prornemerm i9'rling o.b....more then the aazlemalmauiminO tummaims,.sec smamen e.Eaehaone:call net..-ad 25,d00 sq.ra Lost;a hall be For-with It ❑se 47{<)TO-Meaauredin pear view,tie areas of illuminred canopies ndua Plpmjscder or th.camlres, 131e Ols 1 LI htin Dis la 11 ntln shall be,e atilsl switchetl on clrcui4 that olallon devius,such uvalvea Mir dampers,that allow Me supply of heating or ® /' ® () Pry 9 B P Y 0 g P Y Doling to be setback or shut all lntlepentlantly IXother isolation ana';antl shall v DSe 4](c)rF Tre area p'vehlda aemce staean namsupa incWdsa onN ill umina e n area Ii ma hm-tte polxlon o ma nnbpy,rng ere 20 amps��he�a. l be control letl by a time con Vol device as d....load above. ❑s. 47(.)1 nre,n.na .ran"a PROTOTYPE ® lupbb)Each avau epnalonlne aystam ahalbe e.ne,ol.a ey an lnaN d.IMem,bual 107 X 163 that,.pona,tip temperaw,e calm n t.:bn..where u.ea m.pnna h.brq.me I 1 control•hall be ini-ble down to 55 d,g,,,•F or lower.For.olirg,the control V .na l ba aajuaable cep t.85I.Fro.-h ghs,where a.ee Mir bolo lwanrre ana STORE NUMBER coolln8 the control anal ba capable of pr.M'ng a tleadbantl of•t Ie.l6 deBreea v - Fwithinwhlch ths.pply of n.l'ng and.00nne i,shut aN.red-to. ,/ _ CN Checklist ® 122(c) Therm-la shall have numvlcutp-lis in d.gn.F.Menult(F).dadj.able t IND PROJECT NUMBER [3 Ind.,17(.)1B-Eac1,poemw all ew doa.nno setp.lnt stop.ap.a.sbla only to auth.raed Pen.n.s. A RAIPD0001 W A 5Be n 471c12A-O m,qo omro lrroe aeo n e ❑ II.(0) Xealpump.shall bet nsulue with co nhola a Prevent eacV nsiatan. cm ray xaMa a,eea tad we llumineud tumour matrudon or inMen •upplsmenury hour op,oM who the M1.ling l.tl eon bean.by the hest pump alone. IP .1ryl42bEre B� U.It-1857B mNumarRAlPp�.^ Pe2aprJ7 . Pro.2bEn ro rer.,me Q57B JmN,.nrnA1-1 P .�pr37 Ene pro4zeEm Soft xameer�57B oN-1FAlI.- Pa,3Pp137 Ene rc &Ene a� Jarobwuw -N-IN,RAIP00001 T2 2 - P00dm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i6 r t. a.; _ 1 2 3�11 4 5 6 7 6 9 10 11 12 13 14 15 16 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY a ROJECT NAME GATE PROJECTNAME DATE PROJECTNAME PATE ROJECT NAME GATE PROJECT NAME PATE Rite Aid 3/23l2007 Rite Aid 3/23/2007 Rite Aid 3l23/2007 Rile Aid 3l2312007 Rite Aid 3l2312007 •A M YSTEM IUME FLOOR AREA SYSTEM NAME FLOOR AREA YSTEM NAME FLOORAREA YSTEMNAME FLOOR AREA YSTEM NAME -AREA SYSTEM LOAD partners 1 - 81 RTU-1 3 671 RTU-2 5 RT - 5 607 RT -4 3 025 M Number of S stems 1 IL LIN PEAK HTG.PEA Number of S stems 1 COIL COOLING PEAK COIL HTG.PEA Number of S stems COIL COO ING PEAK COIL HTG.PEA Number of S stems 1 COIL COOLING P AK IL Number of S stems COIL COOLING PEAK COIL HTG.PEA 2852 Kelvm Avenue CFM Sensibl Latent CFM Sensible CFM S sibl Latent CFM Senslble CFM S bl Latent CFM Sensible CFM Senslbl Latent CFM Senslble CFM Sensibl Latent CFM Sensible Irvine,CA 7 T Healin S stem Heetnn S stem Heating System Healin S stem Heatin 5 stem Irvine,CA 9261 oa ut ers b tq Total Room Loads ] .,]a 1 7 oat ut rs.bm 1a8, Total Room Loads 9,3 183, iW, 1,51 54 out ut er s,rem 1ao. Total Room Loads 1o,2z 200, 159.7 za ass o 221, Total Room Loatls 14,67 ze7, 1se,u 27, out ae.rs abm 13s, Total Room Loads 3,a1 es, 17,e0 i676 949.7531676 F t awn i Return Vented Lighting Tobl out at awn 1ad,OW Return Vented Lighting Tobl Output sun 1w Return Vented Lighting Tobl Output awn zz1 o Return Vented Lighting Tom o ut awn 1as, Return Vented Lighting _ Dutp.t(h.-iii zoTd Return Air Duets 57 3 Ou[putla[uNs9ft) ao.3 Return Air Duets 9,175 21 oulp.(81- ) 33. Return Air Duets 10.0 a Output stuhluoM 39a Return Air Ducts 14,36s 1, oueput(awnhRN 46. Return Air Ducts 3,35 as vidpartners.com Conlin tam Return Fan Conlin S lam Return Fan 0 Coolin S stem Return Fan Coolin S stem Return Fan o Coolin S tam Return Fen Output par 9y.bm 18, Ventilation 1 33 1] 1 m Output per 8yslem 120,000 Ventilation 3,81 98, -05.0 3,81 1B6,6 Ou[pu[par8yaWn tad, Ventilation 5, 137,31 -129, 5, 26a 91 Output per SY,bm '60,D Ventilation 6,0] 15231 -Mi,1 6,00 296,15 Dutpal par Sy.bm 90,0 Ventilation fi3 16, 2,73 fi3 3'..2t Tom outputlawN 1doo Supply Fan D Total oulput(awtD 120,000 Supply Fan o Tom Output(awh) 138, Supply Fan Tpbl Output ill '.,D Supply Fan D Tm,l(u pit.n) 90,D Supply Fan o Atlanta Tom Output(To.) 1. Sup ply Air Ducts 67 3 Tom Output(rpn.) 10. Supply Air Ducts ens 2, Tom output Ron.) 11 8uppiy Alr Duefs 10, as Total Output IT—) 1s. Sup ply Air Ducts 14,39e 1, Total output from) ] Supply Air Ducts 3, s3 Boston Tabl Output(dtuhhge) 222. Tam Outp.(Inulue lb 32. Toral Output 1111t ft) 29. —1 Output(atuhhlln) 32. Tab"-ut 1""'- 29. ® Chicago L TOTAL SYSTEM LOAD s ® TOTAL SYSTEM LOAD ® ® TOTAL SYSTEM LOAD ® ® TOTAL SYSTEM LOAD 4se e] TOTAL SYSTEM LOAD 6s L Columbus bl output(agnrten) 54. Total Output(,4ftmon) 367 Tom Oulput(.erti q12. Tobl Output 3]3 Tobl Output(,Rn/ron) 403. Dallas AtrS stem HVA EQUIPMENT AIrS stem AILS stem AILS tam Airs stem FIVAC EQUIPMENT SELECTION HV EQUIPMENT H EQUIPMENT Los Angeles CFM per ey.tem f9 CFM per Syabm 4, CFM par sv.bm 4, cFMper SyMem 5,] CFM p,r lyabm 32 Miami per 360fiF018 -- 9,3fi CARRIER40WE012 128,99 148, CARRIER 4MJE014 iq9, 160,0 CARRIER 48HJE017 195,13 221,00 �ARRIER d8WEDO 68,2 17,Ofi 136.30 Sacramento Airs— 69 Airsow(ofn <, Ali ldm) I, AIM—I—) 5T Alydow(cfm) 32 AiMow ldmhga) 88 AirRow(clmleglD 1.18 Airflow(pkn/a414 0. Al.—lrllow(dmhgR) 1. AiTaw(cfrdegfl) t Aims.lefmrtan) 460, AIMow(oM1Monj 635. Airflow(dmrton) 391 Almow lermrtanl 333 Aldlow ldnaTon) 427. Total Atllusfetl System Dupu� ® Total Adjusted SystemcwnGwwu� ® Total Adjusted System Du � Tolel Atllusted SYstacmwdOlummtpu� ® Total Adjusted SYstem Outpu� Oubitle Air(%) 1.6 (Ae:usteo rw Pvak Owen—,- ( 1587 9 Oublw Air(%) e7. 2689 1460 Oubiae Alr(%) 119. 149 600 Outaitle Air(%) 1p4. 19513 22100 Oubitla Air t9. 692 17W 13530(otal erw Peek oeup� ) (Rory:lee lw pNk weipn Imam 1 IAeluewe tar Padkoesta ) (otal ealw Peak Oeap,Cwgmws) oabiaear10l+11aRR7 0.1 TIME OF SYSTEM PEAK Jw3 m Jan 12a oanld.Air(afmhas) iDa TIME OF SYSTEM PEAK Jul Sam Jan lze oubme Air(ormh4rt) TIME OF SYSTEM PEAK Jen 12a ouuma arlarnvaRrO 1.o TIME OF SYSTEM PEAK J°13 m Jen 12 oubitle Ab(csrue4ry oz TIME OF SYSTEM PEAK JUI3 m Jan za No^i:values above ARl ooneiaow N.b:v.lu.,.lova Ivenat ARloond10o Npb:raluesabave at ARl mrMttlona Nob:valwe Glow Iwn,[ARlaontlibpro Nete:value,Glove Ivan at ARl mntlaipn. EATING SYSTEM PSYCHROMETRICS lAimtmam Temperatures at Time of Heai Peak) HEATING SYSTEM PSYCHROMETRIC AI ream Temperatures at Time of Heatin Peak EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatin Peak] JEATING SYSTEM PSYCHROMETRICS Almiream Temperatures at Time of Heil Peak EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time f Heating Psak M,OOF 6S1°F 69.1°F Sz.3°F Outs .O OF 21.8OF 105.0 OF '05.00F 22o OF -F°F iD5.0°F �050OF .0 OF Mo-F 105,0 OF 1p5.0°F 22.0°F 603OF 105.DOF 10.5.00E Supply Air Ducts 22 SUDDIy Air Ducts Supply Air Dues 22 Supply Air Ducts Supply Air Ducts K K ON6itle Air Oatside Air Ouhltla Air Oulaitle Air ide Air 12 dm 822OF 3816 dm 1044 F 5350cfm lus., SODS dm INSOF 633 dm supply Fan Heeling COA Heating Coil Supply Fan Heating Wil Supply Fan Heeling CO" Supply Fen ® Heatirq Coil SUPPIy Fen iw 7°F 690 dm ® 4350 dim ® 46D0 aim ® 5750 Orion 3205 dm I ROOMS E9.9 OF ]D 94r 69.6�D°F 7D.00F 70.0°F ]0.0°F 89.] 70.00F 69. Return Air Ducts Return Air Ducts Return Air Ducts Return Air Ducts Return Air Ducts OGLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolin PeakCOOLING SYSTEM PSYCH ROMETRICS Airstream Tem eratures at Time of Cooling Peak OGLING SYSTEM PSYCH ROMETRICS Airstream Tem eretures at Time of Cooling PeakCOOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolin Peak OGLING SYSTEM PSYCH ROMETRICS Airstream Temperatures at Time of Coolin Peak 101.IMAOF 74.8/50.40F 74.6161.OF 52.3151.6 OF Supply Air Ducts 010172.6°F 97917320F 55a153SOF s5.01 Sao-1 Supply Air Ducts 10101728OF t01 pi 731F- 'OP5501536OF 10101OF 1.1.0113.]°F 5561534 of 55.0/5340F 10101 R.6°F 60.21res-F 55.01540E 3 55.0154.3°F Dublde Air outs dear Supply Air Ducts ]26 oateiae Ar oabiae Air Supply Air Ducts Supply Air Ducts 0a[sitle Air 12cen Supply Fan Cooling Coil 52.4151.60F 36.6dm Coding Cail Supply Fan 57116440E 535E dm Supply Fan Cool ry Col 57.2/542OF BOOB dm Cobllig Coil Supply Fin 57.6156.60E 633 of. Cdplire Coll 3uPPIY Fan 56 D154.7°F 690 a1m 45.0%R.A ® 435D cirn 74.3%R.H, ROOMS45M dm 88.0%R.N. ® 575D drn 78.866RA ® U05chn 55.1%R.H. J )4.11 SpA OF No 1 So 1OF 7611 Es OF 14.D 165.00E 76.2/71.9 OF 74.0171.3 OF 766/69.80F 74.0/63.1OF 7501636 OF 74.0163.20E J Return Air Ducts Return Air Ducts Return Air Ducts Return Air Ducts Return Air Ducts :33 of 3T _ - _ Ene e:36 o137 - H H N I W L0 G G N Q � Wa mow l a = � -LWZ F F J W P W I g V uj 4i � J E E III t D D p,;a;tnvED o� °Or FEf:. ISSUANCE FA:EKAS G ASSOCIATES,INC. L'=se nh�e have bean revirved;'cr ad`erence to the cc'es.: d of A 1 crzatior is dir'� 02 mi:pending REVISIONS C m y ail apDlioah 7 .snc'aS- is Uance or an I o a perm: si t based or, C Pi ov.;i Of these plans •,all not he construed to ,:Gut or aPFrcvc any vie'laiion of the applicable +es Dr ord:naoce. <o peumit presumed give t^.horny to violate or cancel the provisions of s- ^l0FS shag be valid. El z El ® _O ® r a B B J r V J 1' PROTOTYPE 107 X 163 U STORE NUMBER act WD PROJECT NUMBER N A A" RAIPD0001 W J T 2 4-3 1 2 sai 3 4 5 6 1 7 8 9 11 11 12 1 14 15 16 TITLE 24 REPORT - r Title 24 Report for: Rite Aid Lakeshore Drive & Machado Street Lake Elsinore, CA 92530 APPROVED FOR PERMIT ISSUANCE S TT FAZEI<AS&ASSOCIATES, INC. By DATE; •�� �.`7 Rese plans ha een review "ftbj# -Designer: :plic�ole codes and ordina c u orization is .:reby ;ranted to issue a building pqrmit Ll pendi approval by all applicCh ftDpelEschlag cen0$ # C-23209 she issuance or granting of:; �1 v PA en e IL Ldprovai of these plans shall nd 61Qa, ) permit or approve any violation j4`V7=j3►17e7(6 p codes or ordinance. No permit esume to give authority to violate or cancel the provisions of such codes shall be valid. Report Prepared By: Byron Hodges WD Partners 2852 Kelvin Avenue Irvine, CA 92614 (949) 753-7676 Job Number: RAIPD0001 Date: 5/1/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC-www.energysoft.com. EnergyPro 4.2 by EnergySoft Job Number:RAIPD0001 User Number:4857B 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 EnergyPro 4.2 by EnergySoh Job Number, RAIPD0001 User Number:4857B PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME DATE Rite Aid 5/1/2007 PROJECT ADDRESS - Lakeshore Drive & Machado Street Lake Elsinore PRINCIPAL DESIGNER-ENVELOPE TELEPHONE Building Permit# Chris Doerschlag License # C-23209 949.753.7676 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date WD Partners 949 753-7676 Enforcement Agency use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 03-26-2007 17,129 sq.Ft. 1 10 BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELlMOTEL 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. 1 .1 DOCUMENTATION AUTHOR SIGNATURE DATE Byron Hodges G The Principal Designer hereby certifys that the proposed building design se ed in this set of co traction docu nen 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 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. �DAT, Chris Doerschla License # C-23209 Di LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required For TG-1, LTG-2, LTG-4 PRINCIPAL LIGHTING DESIGNER-NAME 7�!: LIC.NQ. DAT Jer Hairston - License # E-16511LIZ d1 MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Required Forms CH-1 MECH-2 MECH-3 MECH-5 PRINCIPAL MECHANICAL DESIGNER-NAME SIGNATURE LIC.NO. DATE Gerrit Van Straten License # M-31568 S—��- 7 Run Initiation Time: 05 01 07 14:48:31 Run Code: 1178 5611 EnergyPro 4l by EnergySoft User Number:4857B Job Number. RAIPD0001 Page:3 of 37 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- Standard Proposed Compliance ENERGYCOMPONENT Design Design Margin I_ st-eae apposed Space Heating 0.39 0.34 0.06 SP-' Space Cooling 204.20 204.19 0.01 Indoor Fans 106.83 110.31 -3.48 k.m F- Heat Rejection 0.00 0.00 0.00 _+ Pumps & Misc. 0.00 0.00 0.00 Domestic Hot Water 9.39 7.62 1.77 °N Lighting 149.94 93.08 Receptacle s5.7s 65.76 Process 251.75 251.75 0.00 0 20 40 60--60 100 120 140.3H0'180 200:220:240'E TOTALS: 788,26 733.04 55.22 Percent better than Standard: 7.0% ( 10.3% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N)Odeg Conditioned Floor Area 17,129 sgft. Number of Stories 1 Unconditioned Floor Area 0 sgft. Number of Systems s Conditioned Footprint Area 12,758 sgft. Number of Zones 91 Fuel Type Natural Gas Orientation Gross Area Glazing Area Glazing Ratio Front Elevation N 1,223 sgft. 262 sgft. 21.4% Left Elevation (E) 2,066 sgft. 54 sgft. 2.6% Rear Elevation s 1,407 sgft. 0 sgft. 0.0% Right Elevation (WX 2,106 sgft. 491 sgft. 23.3% Total 6,802 sgft. 807 sgft. ROOF 12,141 sgft. O sgft. 0.0% Standard Proposed Lighting Power Density 1.545 w/sgft. 0.966 w/sgft. Prescriptive Env. Heat Loss 1,659 Btulh 2,094 Btulh Prescriptive Env. Heat Gain 145,001 Btu/h-F 213,606 Btulh-F Remarks: Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857B Job Number:RAIPD0001 Page:4 of 37 1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME DATE Rite Aid 5/1/2007 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads System Name Zone Name Occupancy Type (sgft.) (Wlsf)l (W15f)2 W1s 3 Wls 4 (Wlsf) AC-1 Office Office 81 1.136 0.227 RTU-1 Entry&Sales Area Retail Sales,Wholesale 3,671 1.44E 0.366 2.883 RTU-2 Lounge Lounge.Recreation 131 1.40 0.281 Restroom Corridor/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 1.32 0.331 6.000 RTU-4 Electrical Room Electrical,Mechanical Room 120 0.267 0.027 Receiving Commercial,Industrial Storage 1,228 0.23E 0.059 6.000 1st Floor&Mezzanine Retail Sales,Wholesale 1,677 1.46 0.367 Notes: 1,See LTG-2-C 2,See LTG-4-C 3.See LTG-5-C 4.See LTG-6-C Items above require special documentation (items marked with asterisk,see LTG-2-C by others) (by others) 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. The DHW System"AO SMITH BTH400A"is a Large Gas water heater with Pilot Loss=0 btuh. The HVAC System"CARRIER 48HJE008"includes Demand Control Ventilation per Standards Section 121. The HVAC System"CARRIER 48HJE014"includes Demand Control Ventilation per 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. The 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 Signature or Stamp Run Initiation Time: 05 01/07 14:48:31 Run Code: 11 8056111 EnergyPro 4,2 by EnergySoft User Number:48578 Job Number: RAIP00001 Page:5 of 37 CERTIFICATE OF COMPLIANCE ENV-1-C PROJECT NAME DATE Rite Aid 5/1/2007 OPAQUE SURFACES # Surface Insulation Act. Cond: Joint Appendix Type Area U-Fac. Cay. Cont. Am. Tilt Status 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 Ent &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-0.01 0 90 New 09-A2 Ent &Sales Area 7 Roof 3,528 0.051 R-19 R-0.01 0 0 New 02-A5 Entiry&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-0.01 0 90 New 09-A2 Sales Area 15 Wall 1,649 0.110 R-11 R-0.01 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 17 Floor 120 0,064 R-13 R-0.0 0 180 New 21-A3 Electrical 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 R40 180 90 New 09-A2 Electrical Room 20 Wall 382 0.110 R-11 R-0.0 180 90 New 09-A2 Receiving N,E,A.R(New,Existing,Altered,Removed) FENESTRATION SURFACES Standards Table 116-A and B. Certificate shall be filed in the contractors project office durinj construction and in the b ilding managers office after construction Act. Cond. Location/ # Tvve Area U-Fac' SHGC2 Am. Stat. Glazin T pe 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 NFRCi 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 NFRC1 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 (1(LI-factor 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 from Standards.COG Center of Glass,NFRC Labeled Value EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. H t. 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 2T3 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 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 LPO for general lighting of at least 0,5 Wlsq.tt.If this box is checked,ENV-4.0 must be filled out when submitting under the Prescriptive Compliance Approach. Run Initiation Time: 05 01/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857B Job Number: RAIPD0001 Page:6 of 37 CERTIFICATE OF COMPLIANCE ENV-1-Cl PROJECT NAME DATE Rite Aid 5/1/2007 OPAQUE SURFACES # Surface - Insulation Act. Cond: Joint Appendix Type___ Area U-Fac. Cay. Cont. Am. Tilt Status IV Reference Location/Comments 21 Wall 363 0.110 R-11 R-0-0 90 90 New 09-A2 Receivin 22 Roof 1,228 0.051 R-19 R-0.0 0 0 New 02-A5 Receiving 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 1st 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 1st Floor&Mezzanine 27 Wall 366 0.110 R-11 R-0.0 180 90 New 09-A2 1st Floor&Mezzanine N.E,A,R(New,Existing,Altered,Removed) FENESTRATION SURFACES Standards Table 116-A and B. Certificate shall be filed in the contracWs Project office clurinj i construction and in the b ilding managers office after construction Act. Cond. Location/ # Type Area U-Fac' SHGC2 Am. Stat. Glazing Type Comments (1)U-factor Type:116-A Default Table from Standards,Table NI-1 Default Table from the ACM Manual Appendix,NFRC Labeled value. (2)SHGC Type: 11"Default Table from Standards,COG Center of Glass,NFRC Labeled Value EXTERIOR SHADING Window Overhang Left Fin Right Fin ## Exterior Shade Type 6HGC� Hgt. Wd. Len. Hgt. LExt.RExt. Dist. Len. H t. Dist. Len. Hgt. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The proposed building contains an enclosed space with floor area greater than 25,000 sq.rt,a calling height greater than 15 feet and a ll for general lighting of at least 0.5 Wlsq.ft.If this box Is checked,ll must be filled out when submitting under the Prescriptive Compliance Approach. Run Initiation Time: 05/01 07 14:48.31 Run Co • 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857B Job Number: RAIPD0001 Page:7 of 37 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1-C PROJECT NAME DATE Rite Aid 5/1/2007 ---] INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES - INSTALLED WATTS INSTALLED LIGHTING,CONDITIONED SPACES(From LTG-2-C) 22,035 PORTABLE LIGHTING(From LTG-3-C) 0 LIGHTING CONTROL CREDIT,CONDITIONED SPACES(From LTG-4-C) 5,497 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 16.53 INSTALLED LIGHTING,UNCONDITIONED SPACES(From LTG-2-C) 0 LIGHTING CONTROL CREDIT,UNCONDITIONED SPACES(From LTG-4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES ❑ COMPLETE BUILDING METHOD(From LTG-5-C) ALLOWED ❑ AREA CATEGORY METHOD(From LTG-5-C) WATTS TAILORED METHOD(From LTG-5-C) ALLOWED LIGHTING POWER 16,538 ALTERNATE COMPLIANCE ❑X PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM(From LTG-8-C) ALLOWED INDOOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG-5-C a MANDATORY INDOOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE Check if NOTE TO (Room#) IDENTIFICATION (Auto Time Switch,Dimming,etc.) SPACE CONTROLLED Daylighting 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 CONTROL CONTROL TYPE S CONTROAIED NOTE TO (Room#or Dwg.#) IDENTIFICATION (Occupant,Daylight,Dimming,etc.) J4l1N FIELD 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 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 I 8 108-Lounge Occ Sensor-<=250 s ft A 1 108-Lounge Occ Sensor-<=250 s ft AE 1 Restrooms Occ Sensor-<=250 s ft AE 2 101 -Sales Area Partial Dimming w/Load Control A 48 101 -Sales Area Partial Dimming w/Load Control AE 6 101 -Sales Area Partial Dimmin w/Load Control D 8 101 -Sales Area Partial Dimming w/Load Control E 3 101 -Sales Area Partial Dimmin w/Load Control G 21 101 -Sales Area Partial Dimming w/Load Control A 58 101 --Sales Area Parlial 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 Dimmin w/Load Control G 24 116-Electrical Room Dimming-Manual CE 1 114-Receiving Area Dimming w/Load Control C 6 114-Receivina Area Dimming w/Load Control CE 2 114-Receivincl Area Dimming w/Load Control Cl 1 109-Pharmacy Dimming w/Load Control A 6 109-Pharmacy Dimming w/Load Control AE 2 109-Pharmacy Dimming w/Load Control I 17 111 -Consultation Dimming 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 42 by EnergySoft 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 5/1/2007 CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION CONTROL CONTROL TYPE NOTE TO (Room#or Dwg.#} IDENTIFICATION (Occupant,Daylight,Dimming,etc.) S FIELD 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-Waitinq Dimming w/Load Control Track 3 112-Waiting Dimming w/Load Control 1 4 Mezzanine Dimming w/Load Control C 2 Mezzanine Dimming w/Load Control CE 1 Mezzanine Dimming w/Load Control ClE J 1 NOTES TO FIELD -For Buildinq Department-Use Only Run Initiation Time: 05/01107 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySott User Number:4857E Job Number,PAIPDO001 Page:10 0l 37 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1-C PROJECT NAME DATE Rite Aid 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 of§10-103(b) and Title 24 Part S. Test Descri tion 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 Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPro 4l by EnergyScft User Number:4857E Job Number: RAIPD0001 Page:11 of 37 CERTIFICATE OF COMPLIANCE MECH-I-Cl PROJECT NAME DATE Rite Aid 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 mechanical systems.The designer is required to check the boxes by al acceptance tests that apply and list all equipment that requires an acceptance lest.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 b 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 Retrofit. ❑MECH-3-A:Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing Test required 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 Construction and Retroft. Units with economizers that are installed at the factory and certified with the commission do not require equipment testing but do require construction inspection. ❑MECH-5-A:Air Distribution Acceptance Document Equipment requiring acceptance testing This test required lithe unit serves 5,000 B2 of space or less and 25%or more of the ducts are in noncondihdned orsemicon&liorned space 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 packaged unit. ❑MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new QCV controls installed on new or existing packaged systems must be tested. ❑MECH-7-A:Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV ran volume controls installed on new or existing systems must be tested ❑MECH-8-A: -Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilled and hot water systems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected to a common header. -Supply Water Temperature Reset Controls Applies to new constant now chilled and hot water systems that have a design capacity greater than or equal to 500,000 Btumr. -Water-loop Heat Pump Controls Applies to all new watedoop heat pump systems where the combined loop pumps are greater than 5 hp. -Variable Frequency Controls Applies to ail new distribution pumps on new variable flow chilled.hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment requiring acceptance testing EnergyPro 4.2 by EnergySoft User Number.48576 Job Number: RAIPD0001 Page:12 of 37 INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-C PROJECT NAME DATE Rite Aid 5/1/2007 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts Installed Watts C D E F G H I J c0)c C:a) c a C z Cori 3 3 3 wv 3•�3 0 n G)L� CrCD 33y ma 7hQ g CD v m ao3 and Name Type Description ia ° cD `, m J m Q A (3)4 ft Fluorescent TB Elec F32TB 3 32 1.0 92.0 X 157 14,444 AE (3)4 ft Fluorescent T$Elec 3 32 1 2. X 30 2,760 B (1)4 ft Fluorescent T8 Elec 32T 1 32 1.0 32.0 X 1 32 BE (1)4 ft Fluorescent T8 Elec $ 1 32 1.0 32.0 X 1 32 C (1)8 ft Fluorescent T8 Elec 1 32 1.0 32.0-X- 8 256 C1 (1)4 ft Fluorescent T8 Elec 1 1 32 CIE (1)4 ft Fluorescent T8 Elec 1 32 1. 32.0 X 1 32 CE (1)8 ft Fluorescent T8 Elec 1 1.01 32.0 X 4 128 D (1)8 ft Fluorescent T8 Elec 732T81 32 1 2.0 X 25 8 0 E (1)4 ft Fluorescent T8 Elec 1 32 1.0 32.0 X 9 288 G Track Lighting 1 35 35.0 X 60 2.100 26w Low Voltage Halogen 1 50w Low Voltage Halogen Track Track Lighting 1 5 1 5 .0 X 4 220 PAGE TOTAL 22 035 BUILDING TOTAL(sum of all pages) 22,035 PORTABLE LIGHTING(From LTG-3-C) CONTROL CREDIT(From LTG-4-C) 5 497 ADJUSTED ACTUAL WATTS 16 538 Run Initiation Time: 05101107 14:48:31 Run Co e: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857B Job Number: RAIPD0001 Page:13 of 37 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 F G H 1 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 1) Office Occ sensor<-250 AE 81 92 0.20 18 100- vestibule Window Daylighting-50% B 143 321 0.50 16 100- Vestibule Window Daylighting-50% BE 143 321 0.50 16 101 -Sales Area(Partial Dimming w/Load Control A 3,528 3,588 0.25 897 101 -Sales Area(Partial i Dimming w/Load Control AE 3,528 736 0.25 184 101 -Sales Area(Partial 1 Dimming w/Load Control E 3,528 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 0.25 52 108-Lounge Occ Sensor-<=250 5 ff A 131 92 0.201 18 108-Lounge Occ Sensor<=250 AE 131 92 0.20 18 Restrooms Occ Sensor-<=250 AE 167 184 0.20 37 101 -Sales Area(Partial Dimming w/Load Control A 4,447 4,416 0.25 1,104 101 -Sales Area(Partial Dimming Control AE AE 4,447 5521 0.25 138 101 -Sales Area(Partial Dimming w/Load Control D 4 447 256 0.25 64 1 -Sales Area( artial Dimming w oa Control E 4,447 96 0.25 24 101 -Sales Area(Partial Dimming w/Load Control G 4,447 735 0.25 184 101 -Sales Area(Partial mming Control A 5.607 5 336 0.251 1,334 101 -Sales Area{Partial Dimming Load AE 5,607 644 0.25 161 101 -Sales Area(Partial I Dimming w/Load Control D 5,607 544 0.25 136 101 -Sales Area(Partial Dimming w/Load Control E 5,607 64 0.25 16 101 -Sales Area(Partial I Dimming w/Load Control G 5,6071 840 0.25 210 116-Electrical Room Dimming-Manual CE 120 32 0.10 3 114 Receiving Area Dim in Cont olLoad C 1,228 192 0.25 48 114-Receiving Area Dimming Control t road CE 1,228 64 0.25 16 114-Receiving Area Dimming w/Load 32 0.25 8 C 1 1 Control 228 109-Pharmacy Dimming w/Load Control A 523 552 0.25 138 109-Pharmacy Dimming w/Load Control AE 523 184 0.25 46 109-Pharmacy Dimmingtw/LoadCon rol 1 1 523 1 1 442 0.251 110 PAGE TOTAL 5 176 1) From Equation 146-A 2) From Table 146-A BUILDING TOTAL 5 497 Enter in LTG-2-C: Lighting Control Credit Run Initiation Time,• 05101107 4:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:48578 Job Number: RAIPD0001 Page:14 of 37 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 F G H 1 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) 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 0.25 92 112-Waiting Dimming w/Load Control AE 492 184 0.25 46 112-Waiting Dimming w/Load Control E 492 96 0.25 24 112-Waiting Dimming w/Load Control Track 492 105 0.25 26 112-Waiting Dimming Control 1 492 220 0.25 55 Mezzanine Dam in Cont olLoad C 5681 64 0.25 16 Mezzanine Dimmin Coni olLoad CE 568 32 0.25 8 Mezzanine Dimming Load C1 E 568 32 0.25 8 PAGE TOTAL 321 1) From Equation 146-A 5,497 2) From Table 146-A BUILDING TOTAL Enter in LTG-2-C:Lighting Control Credit Run initiation Time: 05 01 0 14:48:31 RunCode; 1178056111 EnergyPro 4.2 by Energysoft User Number:4857B Job Number. RAIPD0001 Page:15 of 37 [AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-Cl PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM FEATURES AIR SYSTEMS,Central or Single Zone ITEM OR SYSTEM TAG(S) AC-1 RTU-1 RTU-2 Number of Systems 1 1 1 T-24 MANDATORY MEASURES Section Reference on Plans or Specification 1 Heating Equipment Efficiency 112(a) 3.00 HSPF 82%AFUE 80%AFUE Cooling Equipment Efficiency 112 a 13.0 SEER 19.8 EER 11.0 EER 9.6 EER Heat Pump Thermostat 112 b Yes n/a n/a Furnace Controls 112(c),115 a n/a n/a n/a Natural Ventilation 121(b) Yes Yes Yes Minimum Ventilation 121(b) 12 cfm 3816 cfm 5358 cfm VAV Minimum Position Control 121 c No No No Demand Control Ventilation 121(c) No Yes Yes Time Control 121 c 122 a Pro rammable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) Heating&Cooling Required Heating&Cooling Required Heating&Cooling Required Outdoor Damper Control 122 Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Insulation 124 R-8.0 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 144 a&b n/a n/a n/a Proposed Heating Capacity 2 144 a&b 9,365 btuh 148,000 btuh 160,000 btuh Calculated Sensible Cooling Capacity x 1.212 144 a&b n/a n/a n/a Proposed Sensible Cooling Capacity 2 144 a&b 15,875 btuh 128,998 btuh 149,605 btuh Fan Control 144 c Constant Volume Constant Volume Constant Volume DP Sensor Location 144 c Supply Pressure Reset(DDC only) 144 c Yes Yes Yes Simultaneous Heat/Cool 144 d No No No Economizer 144 a No Economizer Fixed Temp(Integrated) Fixed Enth(Integrated) Heating Air Supply Reset 144 Constant Temp Constant Terri Constant Temp Cooling Air Supply Reset 144(o Constant Temp Constant Temp Constant Temp Duct Sealing for Prescriptive Compliance 144(k) No No No 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. 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. NOTES TO FLEID - For Buildina Denartment Use Oniv Run Initiation Time: 05101107 4:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857E Job Number, RAIPD0001 Page:16 of 37 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-Cl PROJECT NAME DATE Rite Aid 5/1/2007 ---] SYSTEM FEATURES AIR SYSTEMS,Central or Single Zone ITEM OR SYSTEM TAG(S) RTU-3 RTU-4 Number of Systems 1 1 T-24 MANDATORY MEASURES Section Reference on Plans or Specification ' Heating Equipment Efficiency 112(a) 82%AFUE 82%AFUE Cooling Equipment Efficiency 112 a 10.8 EER 11.0 EER Heat Pump Thermostat 112 b n/a n/a Furnace Controls 112(c),115(a) n/a n/a Natural Ventilation 121(b) Yes Yes Minimum Ventilation 121(b) 6008 cfm 633 cfm VAV Minimum Position Control 121 c No No Demand Control Ventilation 121(c) Yes Yes Time Control 121 c 122 a Pro rammable Switch Programmable Switch Setback and Setup Control 122(e) Heatinq&Cooling Required Heating&Cooling Required Outdoor Damper Control 122 Auto Auto Isolation Zones 122(g) n/a n/a Pipe Insulation 123 Duct Insulation 124 R-4.2 R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1 43 2 144 a&b n/a n/a Proposed Heating Capacity 2 144 a&b 221,000 btuh 136,300 btuh Calculated Sensible Cooling Capacity x 1.212 144 a&b n/a n/a Proposed Sensible Cooling Capacity 2 144 a&b 195,137 btuh 69,250 btuh Fan Control 144 c Constant Volume Constant Volume DP Sensor Location 144 C Supply Pressure Reset(DDC only) 144(c Yes Yes Simultaneous Heat/Cool 144 d No No Economizer 144 a Fixed Enth(Integrated) Fixed Tern (Integrated) Heating Air Supply Reset 144 f Constant Temp Constant Tern Cooling Air Supply Reset 144(o Constant Temp Constant Temp Duct Sealing for Prescriptive Compliance 144 k) No No 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. 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. TES TO F r Buildina Department Use O l Run Initiation Ti e• 05 1 07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number.4857E Job Number. RAIPD0001 Page:17 of 37 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2-C PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM FEATURES 2 WATER SIDE SYSTEMS:Chillers,Towers,Boilers,H dronic Loops ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Reference on Plans or Specification) Equipment Efficiency 112(a) Pipe Insulation 123 PRESCRIPTIVE MEASURES Calculated Capacity 144(a&b) Proposed Capacity 144(a&b) Tower Fan Controls 144 h Tower Flow Controls 144 h Variable Flow System Design 144 ') Chiller and Boiler Isolation 144 CHW and HHW Reset Controls 144 0) WLHP Isolation Valves 144 VSD on CHW,CW&WLHP Pumps>5 144 ' HP DP Sensor Location 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"NIA"in the column. 2:Water side systems include wet side system using other liquids such as glycol or brine. Service Hot Water,Pool Heating ITEM OR SYSTEM TAG(S) CHW Heater Number of Systems 2 MANDATORY MEASURES Reference on Plans or Specification' Water Heater Certification 113(a) AO SMITH BTH400A Water Heater Efficiency 113(b) 92% Service Water Heating Installation 113(c) Pool and Spa Efficiency and Control 114(a) n1a Pool and Spa Installation 114(b) n/a Pool Heater-No Pilot Light 115(c) n/a Spa Heater-No Pilot Light 115 d n1a 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. NOTES TO FIELD - F i Department Use Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857E Job Number:RAIPD0001 Page:18 of 37 MECHANICAL VENTILATION MECH-3-C PROJECT NAME DATE Rite Aid 5/1/2007 PRESCRIPTIVE REHEAT MECHANICAL VENTILATION Section 121 b 2 LIMITATION(Section 144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H I J K I L M N n M _ z _ 70 0 n 0 11 ND� ��f) oo� rn 3 eD,, o m�� Gap n� n`° 0 3� w3 d `»� w yA a N A n x D O a y lD 'n x A , x a -n— �(a �x On x 9 -� or 3 O�3 n y 3 O G a ' � —'D �— 3 D 3 3-0 fl A 0:C ,�. D ZONEISYSTEM o 0 D �e DR. Office 81 0.15 12 12 12 AC-1 Total 12 12 Entry&Sales Area 3,67 0.25 918 918 3,816 RTU-1 Total 918 3,816 Lounge 13 0,50 66 66 300 Restroom 167 0.151 25 25 300 Sales Area 4,447 0.15 667 667 4,758 RTU-2 Total 758 5,358 Sales Area 5,607 0.25 1,402 1,4021 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&Mezzanine 1,677 0.25 419 419 419 RTU4 Total 621 633 E Based on fixed seat or the greater of the expected number of occupants and 50%of the CBC occupant load foregress purposes for sDaces without fixed sealing. H Required Ventilation Air REO'D V.A. is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS column D or G. f Must be greater than oLe qual to H or use Transfer Air column NJ to make up the difference. J Design fan supply cfm Fan CFM x 30%',or K Condition area ft s . x 04 cfm/ft.s or L Maximum of Columns H.J.K.or 300 cfm M This must be less than or equal to Column t.and greater that orequal to the sum of Columns H+N. N Transfer air must be provided where the Required Ventilation Air(column H)is greater than the Design Minimum Air(column 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 Energysoft User Number:4857B Job Number. RAIPD0001 Page:19 of 37 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-54 PROJECT NAME DATE Rite Aid 5/1/2007 CHILLER AND TOWER SUMMARY PUMPS Tot. Motor Drive Pump Equipment Name Equipment Type Qty. I Efficiency Tons Qty GPM BHP Eff. Eff. Control 1301LER SUMMARY Energy Standby TANK INSUL. Rated Vol. Condition Factor Loss or Ext. System Name System Type Distribution Type Qty Input (Gals.) Status or RE Pilot R Val. O SMITH BTH400A Large Gas Recirc/Demand 2 400,000 120 New 0.92 0.00% 2.5 MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water P mp Hot Water Piping Len th ft Add 1/2" Control # HP Type In Plenum Outside Buried Insulation CENTRAL SYSTEM RATINGS HEATING COOLING Aux. Condition System Name System jype—Qty Output kW Eff. Out ut Efficiency Status Economizer Type Carrier 38ORF018 Split DX 1 16.800 0.0 3.00 HSPF 18,000 13.0 SEER 19.8 EER New No Economizer CARRIER 48HJE012 Packaged DX 1 i46,000 0. 82%AFUE 120,000 11.0 EER New Fixed Temp(Integrate ) CARRIER 48HJE014 Packaged DX 1 160,000 0.0 80%AFUE 138,000 9.6 EER New Fixed Enth(Integrated) CARRIER 48HJE017 Packaged DX 1 221,000 0.0 82%AFUE 180,000 10.8 EER New Fixed Enth(Integrated CARRIER 48HJE008 Packaged DX 1 136,300 0.0 82%AFUE 90,000 11.0 EER New Fixed Temp(Integrate ) CENTRAL SYSTEM FAN SUMMARY SUPPL Motor Drive Motor Drive System Name Fan Tv pe Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff. Carrier 38QRF016 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%1 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% 97.0% none CARRIER 48HJE008 Constant Volume Draw-Through 3,2051 2.50 84.0%1 97.0% none Run Initiation Time: 05101107 1 :48:31 Run Code: 1178056111 EnergyPro 4.2 by EnergySoft User Number:4857B Job Number: RAIPD0001 Page:20 of 37 MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-Cl PROJECT NAME DATE Rite Aid 5/1/2007 ZONE TERMINAL SUMMARY VAV TERMINAL BOX TERMINAL FAN BASEBOARD Min.CFM Rehe t Coll Motor Drive ---Zoe 5tem Types ty Type DeltaT CFM BHP Elf. Elf. Type Output Office VAV Box 1 100%none n/a none n/a Entry&Sales Area VAV Box 1 100%none n/a none n/a Lounge VAV Box 1 100%none n/a none n/a Restroom VAV Box 1 100%none n/a none n/a Sales Area VAV Box 1 100%none n/a none n/a Sales Area VAV Box 1 100%none n12 none n/a Electrical Room VAV Box 1 100%none n/a none n/a Receiving VAV Box 1 100%none n/a none n/a 1 st Floor&Mezzanine VAV Box 1 100%none n/a none n/a EXHAUST FAN SUMMARY XHA STFAN EXHAUS FAN Motor Drive Motor Drive Room Name Qty. CFM BHP Eff. Eff. Room Name Qty. CFM BHP Eff. Eff. 108-Lounge 1.0 300 0.19 60.0°/ 97.0% Restrooms 1.0 300 0.19 60.0% 97.0% Run Initiation Time: 05/01/07 14:48:31 Run Code: 1178056111 EnergyPr0 4.2 by£nergySoft User Number:4857E Job Number:RAIPD0001 Page21 of 37 ENVELOPE MANDATORY MEASURES ENV-MM PROJECt NAME Rite Aid DATE5/1/2007 DESCRIPTION Designer Enforcement D §118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material,Title 20,Chapter 4,Article 3. a §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. F §117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked,gasketed,weatherstripped or otherwise sealed. FXJ §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). §116(a)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. i I i EnergyPro By£nergySoff User Number: User Job Number RAIPDOOOI Page:22 of 37 CERTIFICATE OF COMPLIANCE (Part I of 2) OLTG-1-C PROJECT NAME DATE Rite Aid 5/1/2007 PROJECT ADDRESS Lakeshore Drive & Machado Street Lake Elsinore 3. PRINCIPAL DESIGNER-LIGHTING TELEPHONE Building Permit# Jerry Hairston - License # E-16511 949.753.7676 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date VOID Partners (949) 753-7676 Enforcement Agency Use w GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE 03-26-2007 ❑ LZ1 ❑ LZ2 ❑X LZ3 ❑ LZ4 FUNCTION TYPE nX 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 DAME —Byron Hodges /02 The Principal Lighting Designer hereby certifies that the proposed outdoo ighting and signs design represented in th-A 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.) Lg 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 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. 1 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.# JerryHairston - License # E-16511 I� LIGHTING COMPLIANCE FORMS &WORKSHEETS Check box if worksheet is included XOLTG-1-C: Certificate of Compliance.Required on plans for all submittals for outdoor lighting. Part 2 of 2 maybe incorporated in schedules on the pans. Either LTG-1-C or OLTG-I-C may be 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. iXIOLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances(Except Signs). XXIOLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ❑OLTG-4-C: SIGN LIGHTING COMPLIANCE.Required for all internally and externally illuminated signs,for both indoor and outdoor signs. EnergyPro 4,2 by EnergySott User Number:4857B ,lob Number:RAIPD0001 Page:23 of 37 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C PROJECT NAME DATE Rite Aid 5/1/2007 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power �X 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 ❑X 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 Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable 1-1 Sign lighting compliance on OLTG-4-C ❑X Not Applicable M"natory Measureson Plansthat Outdoor Liahtina Meetsi �X Installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable All permanently installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) Not Applicable OAll 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 aAll permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable Building facades,parking lots,garages,canopies,and outdoor sales areas meet the Multi-Level Lighting Requirements of Section 132(c �X Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE NOTETO (Room#) IDENTIFICATION (Auto Time Switch,Dimming,etc.) AREA CONTROLLED FIELD EnergyPro 4,2 by EnergySon User Number:4857B Job Number:RAIPD0001 Page:24 ot37 LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2-C Project Name Date Rite Aid 5/1/2007 LIGHTING POWER ALLOWANCES -GENERAL SITE ILLUMINATION - Table 147-A Allotted Watts Luminaire LampslBallasts Installed Watts A B C D E F G H I J K L M N 0 D � a m m �D ° A cd c m c n �c a'{ o ro'c .;or 3. 3 °' 3 w 3 n 3.3 rm S N rN a X G a $ L 3 5 N -3 y 7 y O m fD x O. Lighting anon T m o 'a c) o v m a m m c ?a (Table 147-A) Description 0 Build Out Exterior Site Lighting 250w High Pressure Sodium 0.15 0 P X HPS250 1 250 1. 302.0 X 13 3,926 RA Exterior Site Lighting 250w High Pressure Sodium 53,63 0.15 8,046 P X HPS250 1 250 1.0 302.0 X 6 1,812 RA Entrance Lighting 70w Metal Halide 0.15 0 0 X MH70 1 70 1.0 95.0 X 6 57 Build Out Canopy Lighting 70w Metal Halide 0.15 0 0 X MH70 1 70 1.0 95.0 X 7 66 Build Out Building Lights 40w Wall Mount Incandescent 0.15 0 S X 40W 1 40 40.0 X 12 48 Total Allotted Watts 8,046 Total Installed Watts 77,45] EnergyPro 4,2 by EnergySoft User Number:48578 Job Number: RAIPD0001 Page:25 of 37 LIGHTING COMPLIANCE SUMMARY (Part 3 of 4) OLTG-2-Cl Project Name Date Rite Aid 5/1/2007 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS Table 147-8 -Other than Vehicle Station without Canopies Allotted Watts Luminaire LamPs/Ballasts Design Watts A B C D E F G H I J K L M NO P CD $m � BiCDo 2.c stom W3T a W 0 x oi w Ooro r. 5ar P 3. L G Zmm z�Lightiaplication o w g- ,M oCte90 Category -0 0 we Ho W ~ n(Table 147-13) n Description ° RA Building Facade 175w Metal Halide 1,25 0.35 438 W X MH175 1 175 1.0 210.0 X 2 420 42 RA Drive Thru Canopy (1)8 ft Fluorescent T8 Elec 23 1.00 236 IF(1) F32T8 1 32 1.0 32.0 X 2 64 64 EnergyPr0 4.2 by EnergySoft User Number:4857E Job Nurnber: RAIPD0001 Page:2fi of 37 ILLUMINATED AREA CALCULATION WORKSHEET (Part 1 of 5) OLTG-3-C PROJECT NAME DATE Rite Aid 5/1/2007 Hardscape-Method i A. Hardscape for automotive vehicular use, including parking lots,driveways and site roads. A B C D I E I F G H Actual Paved Area+T Areas(SF)to Subtract from within the Illuminated Area perimeter of adjacent unpaved land. includes Area between planters and land poles or Includes planters and luminaires that Overlapping landscaped areas less are>6 times the areas Areas Sub total of than W wide that are mounting height of another obstructed areas Lighting Application enclosed byhardscape distance application or Building by signs or to subtract Illuminated Area (Table 147-13) on at least sides, (If Applicable) luminaire Areas other structures (C+D+E+F) (B-G) Build Out Exterior-Site Li htin 0 0 0 0 0 0 0 RA Exterior Site Li htin 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 Canopy Lighting 0 0 0 0 0 0 0 Build Out Building Lights 0 0 0 0 0 i 0 0 B. Hardscape for pedestian use, including plazas, sidewalks,walkways and bikeways A B C D E F G H Areas(SF)to Subtract from within the Illuminated Area AdualPavedArea+vof Area between unpaved land on either poles or side of path oftravet. luminaires that Overlapping Shall include all are>6 times the areas Areas Sub total of contiguous paved area mounting height of another obstructed areas Lighting Application before including adjacent distance application or Building by signs or to subtract illuminated Area (Table 147-13) grounds. (If Applicable) luminaire Areas other structures (C+D+E+F) (B-(3) 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)t 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 patttern,less any areas that Lire within buildings,under canopies,beyond property lines,or obstructed by signs or other Structures. EnergyPro 4.2 by EnergySoft User Number.4857E Job Number: RAIPD0001 Page:27 of 37 ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5) OLTG-3-C PROJECT NAME DATE Rite Aid 5/1/2007 A. Outdoor Sales Lot Frontage and Sales Lot Area A B I C D E F G H If an Outdoor Sales Frontage Allotment was used,subtract that area from the Gross Illuminated Area Distance(In plan view)from the frontage Sales Frontage Overlapping Mounting height of luminaire to fron Sales Lot Area Areas of Gross Illuminated Area Sales Frontage edge of Sales Frontage (C-D)x E Another Sales Lot Area (sq.ft.) Luminaires(feet) 3 x B Lot Length(feet) (sq.ft.) Application (A-F-G) ❑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 location 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 Ateas(SF)to Subtract from within the Illuminated Area Area for which Illumination is Net Area Obstructed by Available for Other Objects Facade Designated Name Gross Area Areas covered and Area Not Sub total Ligghting and Orientation Length Height (B x C) by signs Illuminated (E+F) (D-G) RA Buildinq Facade 125 10 1,250 0 0 1,250 Checklist ❑Section 147(c)l 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:4857B Job Number. RAIPD0001 Page:28 of 37 ILLUMINATED AREA CALCULATION WORKSHEET (Part 4 of 5) OLTG-3-C PROJECT NAME DATE Rite Aid 5/1/2007 Ornamental Lighting, Canopies,Vehicle Service Station Hardsca e, and Outdoor Dining A B C D E F G Areas(SF)to Subtract from within the Illuminated Area Area between poles or luminaires Overlapping areas Gross Illuminated that are>6 times of another Areas obstructed Sub total of areas Lighting Appplication Area of App lication the mounting heigh application or by signs or other to subtract Illuminated Area (Table 147-B SF� distance lummaire structures (C+D+E) B-F Other Sales Canopy 336 0 100 0 700 236 I 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 omamenlal 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 rwt 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 EnergySoft User Number:4857B Job Number.RAIP00001 Page:29 of 37 LIGHTING MANDATORY MEASURES LTG-MM PROJECT NAME DATE Rite Aid 5/1/2007 DESCRIPTION Designer Enforcement a §131(d)l 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. 0 §131(d)2Override for Building Lighting Shut-off: The automatic building shut-off 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. §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. §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 Energy5oft User Number:48578 Job Number:RAIPD0001 Page:30 of 37 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM PROJECT NAME BATE 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(a) Fan type central furnaces shall not have a pilot light. X §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. poNt] §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. X❑ §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 andlor 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(a&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. a §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 atone. 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 75/1/2007 Descri t'on Designer Enforcement Ventilation X §121(e) -Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. E §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 exhaust systems. §122(f) 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. F §121(f11 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 Ivi §121(f)2 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(f)3 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 X❑ §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. a §113(c) Lavatories In restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro By Energysoft User Number: User Job Number: RAIPD0001 Page:32 of 37 1HVAC 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 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 16,800 Total Room Loads 78 1,740 162 62 784 Total Output(Stuh) 16,800 Return Vented Lighting 0 Output(Btuhlsgft) 207.41Return Air Ducts 87 39 Cooling System Return Fan 0 0 Output per System 18,000 Ventilation 12 337 17 12 60 Total Output(Btuh) 18,000 Supply Fan 0 0 Total Output(Tons) 1.5 Supply Air Ducts 87 39 Total Output(Btuhlsgft) 222.2 TOTAL SYSTEM LOAD 2,25 333 1,464 Total Output(sgftrron) 54.0 Air System HVAC EQUIPMENT SELECTION CFM per System 690 Airflow(cfm) 6901 Carrier 36QRFO18 15,875 0 9,365 Airflow(cfmisgft) 8.52 Airflow(cfmrron) 460.0 Outside Air(%) 1 8 Total Adjusted System Output 15,875 0 9,365 (Adjusted for Peak Design Conditions) Outside Air(cfmisgft) 0.15 TIME OF SYSTEM PEAK F Jul 3 pm Jan 12 am Note:values above given at ARl conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 of 69.1OF 69AOF 82.3OF O ' >S Supply Air Ducts Outside Air 12 cfm 82 2 of Supply Fan Heating Coil 690 cfm ROOMS 69.9 of 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0/72.6 of 74.6160.4 OF 74.6/61.0°F 52.3/51.6 of O Supply Air Ducts Outside Air 12 cfm Supply Fan Cooling Coil 52.4151.6 of 690 cfm 45.0% R.H. ROOMS 74A 160.1 of 74,0160.1 of Return Air Ducts I EnergyPro 4.2 by EnergySoft User Number.4857B Job Number. RAIPD0001 Page:33 of 37 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA RTU-1 3,671 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensiblel Latent CFM Sensible Output per System 148,000 Total Room Loads 9,358 183,505 100,626 1,511 54,599 Total Output(Btuh) 148,000 Return Vented Lighting 0 Output(Btuhlsgft) 40.3 Return Air Ducts 9,175 2,730 Cooling System Return Fan 0 0 Output per System 120,000 Ventilation 3,816 98,046 45,098 3,816 186,639 Total Output(Btuh) 120,000 Supply Fan 0 0 Total Output(Tons) 10.0 Supply Air Ducts 9,175 2,730 Total Output(Btuhrsgft) 32.7 TOTAL SYSTEM LOAD 1 300,443 55,528 246,698 Total Output(sgftrron) 367.1 Air System HVAC EQUIPMENT SELECTION CFM per System 4,350 Airflow(cfm) 4,350 CARRIER 48HJE012 128,998 0 148,000 Airflow(cfmisgft) 1.18 Airflow(cfmfTon) 435.0 Total Outside Air(°/.} 87.7 (Adju Adjusted System Output 128,998 0 148,000 (Adjusted for Peak Design Conditions) Outside Air(cfrn/sgft) 1.04 TIME OF SYSTEM PEAK F Jul 3 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0OF 27.8OF 105.OcF 105.0OF O Supply Air Ducts Outside Air 3816 cfm 104.4 OF Heating Coil Supply Fan 4350 cfm ROOMS 69.4 of 70.0 OF Return Air Ducts I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolie Peak 101.0172.6 OF 97.9/73.2 OF 55.0153.6 OF 55.0/53.6 OF O Supply Air Ducts Outside Air 3816 cfm Cooling Coil Supply Fan 57.1 154.4 OF 4350 cfm 74.3% R.H. ROOMS 76.1 168.6 OF 74.0/68.0 OF Return Air Ducts EnergyPro 4.2 by EnergySaft User Number:48578 Job Number. FZAIPD0001 Page:34 of 37 1HVAC 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 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM I Sensible Latent CFM Sensible Output per System 160,000 Total Room Loads 10,226 200,528 159,725 249 8,99 Total Output(Btuh) 160,000 Return Vented Lighting 0 Output(Btuh/sgft) 33.71 Return Air Ducts 10,026 450 Cooling System Return Fan 0 0 Output per System 138,000 Ventilation 5,358 137,317 -129,054 5,358 264,916 Total Output(Btuh) 138,000 Supply Fan 0 0 Total Output(Tons) 11.5 Supply Air Ducts 10,026 450 Total Output(Btuh/sgft) 29.1 TOTAL SYSTEM LOAD 358,000 30 772 274 806 Total Output(sgfUron) 412.6 Air System HVAC EQUIPMENT SELECTION CFM per System 4,500 Airflow(cfm) 4,500 CARRIER 48HJE014 149,605 0 160,000 Airflow(cfm/sgft) 0.95 Airflow(cfmrron) 391.3 Outside Air(%) 119.1 Total Adjusted System Output 149,605 0 160,000 (Adjusted for Peak Design Conditions) Outside Air(cfm/sgft) 1.13 TIME OF SYSTEM PEAK Aug 3 pm F Jan 12 am Note:values above given at ARI conditions 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 ROOMS] 69.9 of 70.0 of Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0172.6 of 101.0/73.7 aF 55.0153.4 of 55.0/53.4 of O Supply Air Ducts Outside Air 5358 cfm Cooling Coil Supply Fan 57.2/54.2 OF 4500 cfm 88.0% R.H. ROOMS 76.2/71.9 of 74.0/71.3 of Return Air Ducts EnergyPro 4.2 by EnergySoH User Number:4857B Job Number. RAIPD0001 Page:35 of 37 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA RTU-3 5,607 ENGINEERING CHECKS ISYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM I Sensible Latent CFM I Sensible Output per System 221,000 Total Room Loads 14,674 287,762 158,423 773 27,930 Total Output(Btuh) 221,000 Return Vented Lighting 0 Output(Stuh/sgft) 39.4 Return Air Ducts 14,388 1,396 Cooling System Return Fan 0 0 Output per System 180,000 Ventilation F6,008 152,318 -95,155 F6,008 296,155 Total Output(Stuh) 180,000 Supply Fan 0 0 Total Output(Tons) 15.01 Supply Air Ducts 14,388 1 1,396 Total Output(Btuh/sgft) 32.1 TOTAL SYSTEM LOAD 468,965 63,269 326,877 Total Output(sgfUTon) 373.8 Air System HVAC EQUIPMENT SELECTION CFM per System 5,750 Airflow(cfm) 5,750 CARRIER 48HJE017 195,137 0 221,000 Airflow(cfm/sgft) 1.03 Airflow(cfm/Ton) 383.3 Outside Air(%) 104.5 Total Adjusted System Output 195.137 0 221,000 (Adjusted for Peak Design Conditions) Outside Air(cfm/sgft) 1.07 TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am Note:values above given at ARl conditions 11 EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0OF 22.0OF 105.0OF 105.0OF Supply Air Ducts Outside Air � 6008 cfm o Heating Coil Supply Fan 144.8 F 5750 cfm ROOMS 69.8 OF 70.0 OF Return Air Ducts < I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 101.0 172.6 OF 101.0/73.7 OF 55.0153.4 OF 55.0153.4 OF Supply Air Ducts Outside Air (F—� 600 cfm Cooling Coil Supply Fan 57.4/54A OF 5750 cfm 78.8% R.H. ROOMS 76.4/69.8 OF 74.0/69.1 OF Return Air Ducts EnergyPro 4.2 by EnergySoft User Number:48578 Job Number: RAIPD0001 Page:36 of 37 JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Rite Aid 5/1/2007 SYSTEM NAME FLOOR AREA RTU-4 3,025 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 136,300 Total Room Loads 3,416 66,992 17,80 464 16,763 Total Output(Btuh) 136,300 Return Vented Lighting 0 Output(Btuhlsgft) 45.1 Return Air Ducts 3,350 838 Cooling System Return Fan 0 0 Output per System 90,000 Ventilation 633 16,983 2,73$ 633 31,216 Total Output(Btuh) 90,000 Supply Fan 0 0 Total Output(Tons) 7.5 Supply Air Ducts 1 3,350 838 Total Output(Btuh/sgft) 29.8 TOTAL SYSTEM LOAD 90,74 20,540 49,655 Total Output(sgftrron) 403.3 Air System HVAC EQUIPMENT SELECTION CFM per System 3,205 Airflow(cfm) 3,205 CARRIER 48HJE008 69,250 17,061 136,300 Airflow(cfmisgft) 1.06 Airflow(cfm/Ton) 427.3 Total Adjusted System Output Outside Air(%) 19.8 (Adjusted for Peak Design Conditions) 69,250 17,061 136,300 Outside Air(cfmisgft) 0.21 TIME OF SYSTEM PEAK Jul 3 pm Jan 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22.0 OF 60.3 of 105.0 OF 105.0 of Supply Air Ducts Outside Air 0 633 cfm p Heating Coil Supply Fan 104.7 F 3205 cfm ROOMS 69.7 of 70.0 of Return Air Ducts I OOLING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Cooling Peak 10 1.0/72.6 of 80.2/66.3 of 55.0154.3 of 55.0154.3 of Supply Air Ducts Outside Air 0 633 cfm Cooling Coil Supply Fan 56,0154.7 OF 3205 cfm 56.1% R.H. ROOMS 75.0/63.6 of 74.0/63.2 OF Return Air Ducts t I EnergyPro 4.2 by EnergySoft User Number:485713 Job Number: RAIP00001 Peg e:37 of 37 1 M 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&ASSOCIATES,�,INC. DATE BY een reviewed for adherence to the plans ha A�sthoriyation is ��lic�biea�o to es and 01ue, a building permit,pending .reb� '- all applicable City agencies. approval by ranting of a Permit based on }e issuance or glans shall not be construed cable ,;aproval of these p violation of the n permit or approve an No permit presumed to give codes or ordinance. rov�$tons of such authority to violate or cancel the p codes shall be valid. SOUTHERN CALIFORNIA November 10, 2006 - GEOTECHNICAL A Cn1r�+rnin Coryr,rrnfi,r 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: 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. Respectfull Submitted, OVAL `` S T C ���' Si ��• FORNIA GEOTECHNICAI,,INC. � aQ�o NP • No.2125 • CERTIFIED (P EN';AIEERING v I.9 GEULCGIST inara, CEG 2125 lFOF t`�0 I e logist QROFESSjO CA Op�Y K. 0 0 r m W No. 2364 Greg . Mitchell, GE 2364 Exp. og/30i08 al gineer s OF P~ �y °rECV"i Distribution: (5) Addressee °�CAL\FOF 22885 East Savi Ranch Parkway - Suite E - Yorba Linda, CA 92887-4624 voice: (714) 777-0333 • fax: (714) 685-1118 r www.socalgeo.com TABLE OF CONTENTS 1.0 EXECUTIVESUMMARY 1 2.0 SCOPE OF SERVICES 3 3.0 SITE AND PROJECT DESCRIPTION _ 4 3.1 Site Conditions 4 3.2 Proposed Development 4 4.0 SUBSURFACE EXPLORATION 5 .4.1 Scope of Exploration/Sampling Methods 5 4.2 Geotechnical Conditions S 5.0 LABORATORY TESTING 7 6.0 CONCLUSIONS AND RECOMMENDATIQ_NS _ g 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 1: Boring Location Plan B. Boring Logs C Laboratory Test Results D Grading Guide Specifications E USCSEIS and FRISKSP Output F Liquefaction Analysis Spreadsheets SOUTHERN Retail Development—lake Elsinore,CA, CALIFORNh Project No. 06G235-l' s UOTECHNICAL 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 f/zf inch at Boring No. B-2. • The liquefaction-induced differential settlements are expected to be on the order of 'A to Yet 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 strip footings. 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 MIFORNIA Project No.06G235-1 GEOTECHNICA[ Page 1 Pavements ASPHALT PAVEMENTS Thickness (inches) Materials Auto Parking Auto Drive Lanes Light Truck Traffic (TI = 4.0) (TI = 5.0) (TI =,6.0) Asphalt Concrete 3 3 31/z Aggregate Base 3 5 61/2 Compacted Subgrade 12 12 12 PORTLAND CEMENT CONCRETE PAVEMENTS Thickness (inches) Materials Autos Parking and Drive Light Truck Traffic - Lanes = 5.0 (TI = 6.0) PCC 5 6 Compacted Subgrade 95% minimum compaction) i2 i2 SOUTHERN Retail Development—Lake Elsinore,CA CALIFORNIA Project No. 06G235-1 GEOTECIINICAL 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.06G235-1 CEOTECHN1CAt Page 3 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Conditi ns 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 2.5t 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, site topography consists of gently sloping terrain dipping downward to the southwest. There was estimated to be less than 3 to 5* feet of elevation differential across the site. 3.2 Pro nosed Demi ment The proposed development will consist of two new retail buildings. These buildings will consist of a new Rite Aid pharmacy, 17,272t ftz in size and a multi-tenant retail building, 6,105f ft 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. 06G235.1 GEOTECHNICAL Page 4 4.0 SUBSURFACE EXPLORATION 4.1 Scope of Ex [oration Sam gling 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 during excavation by a member of our staff. 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 during driving are recorded for further analysis. 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 2'/2 to 61/± 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, t concrete, and plastic fragments. These soils also possess a disturbed appearance, resulting in their classification as fill. 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 their classification as fill. SOUTHERN Retail Development-Lake Elsinore,CA CALIFOIiNl.1 Project No.0613235.1 GEOTECHNICAi 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 8± feet of the alluvial soils are generally loose. The alluvial soils extend to depths of at least 5Of 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 50± 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 50f feet. SOUTHERN Retail Development—take Elsinore,CA CALIFORNIA Project No.06G235-1 GEOTECHNICAL Page 6 5.0 LABORATORY TESTING The soil samples recovered from the subsurface exploration were returned to our laboratory for further testing to determine selected physical and engineering properties of the soils. 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. These densities were determined in general accordance with the method presented in ASTM D-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 dry weight. These test results are presented on the Boring 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 D 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 generally used to compare the in-situ densities ofundisturbed 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 accordance with ASTM D-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,CA CALIFORINIIA Project No.06G235-1 - GEOTECHNICAL Page 7 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 50f 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 as follows: Sample Identification Expansion Index Expansive Potential B-3 @ 0 to 5 feet S Very Low 8-11 @ 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 is discussed further in a subsequent section of this report. Sample Identification Soluble Sulfates (0/6) UBC Classification B-1 @ 0 to 5 feet 0.020 Negligible B-3@ 0 to 5 feet <0.001 Negligible SOUTfiERW Retail Development—Lake Elsinore,CA CALIFORNIA Project No. 06G235-1 GEOTECHNICAL 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. FaultinQ 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 Ivy Fault. 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 configuration 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 of known faults with respect to the subject site. SOUTHERN Retail Development—Lake Elsinore,CA CALIFORNIA Project No.06G235-1 - GEOTECHrN1CAL 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: San Jacinto-Anza (43 km) • Nearest Type B Fault: Elsinore-Glen Ivy (2 km) • Soil Profile Type: So • Seismic Zone Factor (Z): 0.40 • Seismic Coefficient (Ca): 0.56 • Seismic Coefficient (C,): 1.0 • Near-Source Factor(Na) • Near-Source Factor (N,) 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 CALUORNIA 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 LIBC 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 wds 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 (NI)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 (NI)o clean sand Factor of Safety SOUTIIERN Retail Development—Lake Elsinore,CA CALIFOR:NIA Project No. 06G235-1 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 50f 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 100f 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 potentially liquefiable strata. Based on the settlement analyses (also tabulated on the spreadsheets in Appendix F) a total dynamic-(liquefaction induced) settlement of less than 1/2t 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 3/8± inches. The estimated differential settlements can be assumed to occur across a distance. of 50f feet, indicating an angular distortion of less than 0.001 inches per inch. Such settlements are considered to be within the structural tolerances of 5OUTHERN Retail Development—Lake Elsinore,G4 CALIFORNIA Project No.06G235-1 GEOTECHNICAL Page 12 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 21/ to 6%t 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. SOUTHERN Retail Development—Lake Elsinore, CA CALIFORNIA Project No.06G235-1 GEOTECHNICAL Page 13 r I r i a 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 Df the materials encountered. SOUTHERN Retail Development--Lake Elsinore,CA CALIFORNIA Project No.06G235-1 GEOTECHNIC.4L Page 14 Treatment of Existing Soils: 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 S 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 proofroiling.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: Pa.rking 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 12-+ inches, moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 90 percent of the ASTM D-1S57 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 12f inches, moisture conditioned to within 2 to 4 percent above optimum moisture content, and recompacted to at 5O11THERN Retail Development-Lake Elsinore,CA CALIFORNI.t 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 •— FII-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 geotechnical 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 dry density. 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 feast 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 responsibility to meet the job specifications. _ SOUTHERN Retail Development—Lake Elsinore,CA CALIFORNIA Project No.06G235.1 GEOTECHNICAI- 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-2467. • 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 Backfill 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 shou'M-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 Sub grade 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. low SOUTHERN Retail Development—Lake Elsinore,CA CALIFORNIA Project No.06G235-1 GFOTECHNICAL 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:1v 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. Exoansive 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 Desi n 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 fill 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. 5 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 GEOTECHNICAL Page 18 • 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_S_ection 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 property 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 w 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 r7 foundations 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 lbs/ft2. 6.6 Floor Slab Design and Constructi n 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% 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 optimurn 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 CALIFORM 3 Project No.06G235-1 - GEOrECHNICAE 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 an onstruction 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 51 feet. The --<�. 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 wall 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 Soil Type Design Parameter Imported On-Site Aggregate Base Soils Internal Friction Angle (�) 38° 300 Unit Weight 130 Ibs/ft 125 Ibs/ft3 Active Condition level backfill 31 Ibs/ft' 42 Ibs/ft3 Equivalent Fluid Active Condition Pressure: 2h:lv backfill 43 Ibs/ft3 67 Ibs/ft3 At-Rest Condition level backfili 50 Ibs/ft3 63 lbs/ft3 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/ft3. The structural engineer should incorporate 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 life of the structure. 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 wails. 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 _ 1 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 wails, and. the use of heavy compaction equipment should be avoided. Subsurface Drainage 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 Y 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 T 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 I SOUTHERN Retail Development—Lake Elsinore,CA ! CALIFORNIA Project No.06G235-1 I 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 supplerrientary 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 Heayy 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 Thickness(inches) Materials Auto Parking Auto Drive Lanes Light Truck Traffic Y (TI = 4.0) (TI = 5.0) (TI = 6.0) Asphalt Concrete 3 3 31/2 Aggregate Base 3 5 61/2 Compacted Subgrade 12 12 12 a 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 (CMS), 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 - t= therefore been revised to reflect the Rite Aid standards. The table presented below should be ,r .. utilized at the subject site within the Rite Aid portion of the site. ASPHALT PAVEMENTS-RITE AID STANDARDS Thickness(inches) Materials Auto Parking Auto Drive Lanes Light Truck Traffic TI = 4.0 = 5.0 (TI = 6.0 Asphalt Concrete 5 5 5 Aggregate Base 6 6 6 Compacted Subgrade 95% minimum com action 12 i2 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 = 5.0) (TI = 6.0) PCC 5 6 Compacted Subgrade 12 12 95% minimum com action The concrete should have a 28-day colpressive 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 - GFOTECHNICAL Page 25 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 party's 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 Xhe�,_._,.. 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. ,1 SOUTHERN Retail Development—Lake Elsinore, CA CALIFORNIA Project No.06G235-1 GEOTECHNICAL Page 26 1 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, I. 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 Liquefaction Based on SPT N-value \and 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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