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Home My WebLink AboutGRAPE ST 31564 PROJECT DIRECTORY REGULATORY AGENCIES RE:VON5 2373 LAKE ELSINORE,CA RE:VON5 2373 LAKE ELSINORE CA OWNER: VON5,A SAFEWAY COMPANY PLUMBING PURE PLUMBING BUILDING CITY OF LAKE EL51NORE LOS ANGELE DEPARTMENT: 130 SOUTH MAIN STREET O 618 MIGHILLINDA AVENUE ENGINEER: PHONE:(`714)53"i-9389 LAKE ELSINORE,GA 91066 ARCADIA,GA.g100'i FAX !TI4)5q1-g686 PHONE:(g51)614-3124 EXT.2-7- zO PHONE:(626)521-3T59 CONTACT NICOLAS L.JOHNSON of (626)821-3434 CONTACT:LUGI YUHL F DESIGNER: IDX CORPORATION LOS AN6ELES ELEGTRIGAL FORTERMATT ELECTRIC Ix 14248 ALB W ERS AY PHONE:M4)596-6788 Lu n W CHINO, GA gn10 ENGINEER: FAX: (714)562-2504 INDEX OF DRAWINGS F- M In PHONE:(1151)233-0399 IX N E N 160.0 azhom 0-drun 6e 6c Q r p CONTACT:LARRY GA5AREZ C�+f M'0'O ARGHITEGTURAL DISCIPLINE W m r`C OS STRUCTURAL KMN STRUCTURAL ENGINEERING COMM!! y ENGINEER: 521 N.RAMPART ST. SUITE 145 TOI TITLE SHEET DRAWING INDEX d REFERENCE SITE PLAN , ORANGE, GA 9286E T02 ENLARGED PARKIN6 PLANS d DETAILS Q LL O PHONE:('11 4)93T-11060 W FAX: 014)93T-g063 ® ALI OVERALL FLOOR PLAN = `)I. C C Or CONTACT:KISHOR NAIK A1.2 ENLARGED FLOOR PLANS (..)SOD K w Al2a ENLARGED CEILING PLANS =M.-2 Z AI.3 INTERIOR ELEVATIONS AND FIN15H 5GHEDULES w @ 0: 5 ABBREVIATIONS 51.1 DETAILS w M 3 A S A E E W A Y 0 M P A N Y SN.I NOTE AND ROOFTOP UNIT DETAILS Z y x ~ o N) MODIFIED EQUIPMENT KIT. KITCHEN MECHANICAL DISCIPLINE 'a J Z NEW CON5TRUCTION OR EQUIPMENT K.O. KNOCKOUT ; It E) EY15TING CONSTRUCTION OR EQUIPMENT M-1 HVAG AND ROOF PLAN DETAILS (S) SURPLUS EQUIPMENT AV LAMINATE MINOR INTERIOR PHARMACY M_2 EQUIPMENT SCHEDULE AND TITLE_24 RELOCATED EQUIPMENT LAV. POUNDLAVATORY AT I f. POUNDS PLUMBING DISCIPLINE a CENTERLINE L.F. LINEAR FEET Ill DIAMETER OR ROUND L.P. LOW POINT P-2 PLUMBING FLOOR PLANS A,AMP, AMPERE Mom" MACMNE TENANT IMPROVEMENT ELECTRICAL DISCIPLINE A.B. ANCHOR BOLT M.B. MACHINE BOLT ADV. ABOVE ELI ELECTRICAL PLAN A/C AIR CONDITIONING MECH. MECHANICAL MET. METAL ACOU5T. ACOUSTICAL y T MFR. MANUFACTURER ADA AMERICANS WITH DISABILITIE5 AC M.H. MANHOLE 2568 ADAAG ADA EE FEN 5 GRADE MIN. MINIMUM VONS STORE #2373 SCOPE OF WORK >s A.F.F. ABOVE FINISH FLOOR MLR. MIRROR 9r�UpN J A.F.G. ABOVE FINISH GRADE M15C. MISCELLANEOUS F�cN-w (j AL. AREA LIGHTING M.O. MASONRY OPENING AND MONEY MINOR REMODEL TO EXISTING PHARMACY WITH THE FOLLOWING SCOPE OF WORK: • ALUM. ALUMINUM ORDER MACHINE ALT. ALTERNATIVE M.R.D. METAL ROOF DECK I. CONSTRUCT(N)PHARMACY WAITING AREA,CONSULTATION ROOM,ACCE551BLE CUSTOMER RESTROOM AND MISC. APPROX. APPROXIMATE MTV MOUNTED FIXTURES/CABINETS. ARCH. ARCHITECTURAL MTL, MATERIAL(5) 31564 GRAPE STREET AUTO. AUTOMATIC MWK. MILLWORK 2. DEMOLISH EXISTING NON BEARING PARTITION WALLS IF NOTED ON PLAN. AVE. AVENUE N. NORTH AND NEUTRAL(ELECTRICAL) BRD. BOARD (N) NEW 3. REMOVE ALL EXISTING TILE AND OR VINYL FLOOR FINISH (E)ES. LEAVE THE CONCRETE SLAB IN A SMOOTH GLEAN SLOG. BUILDING NE. NORTHEAST LAKE ELSINORE, CONDITION TO RECEIVE(N)FLOOR FINISHE5. ELK. BLOCK N.I.C. NOT IN CONTRACT BLVD. BOULEVARD NO.OR # NUMBER 4. (FJ FIRE SPRINKLERS TO REMAIN AND OR MODIFIED(UNDER SEPARATE PERMIT). BM. BEAM NOM. NOMINAL SAFEWAY B.O.F. BOTTOM OF FRAMING N.T.S. NOT TO SCALE B.O.C. BASE OF CURB NW. NORTHWEST 50T. BOTTOM ERG. BEARING O.C. ON CENTER(5)AND OVER COUNTER REFERENCE SITE PLAN BUILDING SUMMARY BTWN. BETWEEN O.D. OUTSIDE DIAMETER B.U. BUILT-UP O/H OVERHEAD C. CONDUIT OR CELCIU5 0PG OPENING CAB. CABINET O.P.H. OPPOSITE HAND OAP. OPPOSITE C.B. CATCH ENTERTSC AND CIRCUIT BREAKER CODE ANALYSIS C.C. CENTER TO CENTER O.S.A. OUTSIDE AIR (��/) o CEM. CEMENT O.S.B. ORIENTED STRAND BOARD CFM. CUBIC FEET PER MINUTE O.T.B. OUT TO BID LODE INFORMATION: CFL COUNTER FLASHING P. POLE CHT. CEILING HEIGHT (PC). PHOTO CELL LIGHTING I w C.I.P. CAST IN PUCE PH. PHASE AND PHARMACY 2010 GA BUILDING CODE C.J. CONTROL JOINT P2. PROPERTY LINE 2010 GA BUILDING ELECTRIC CODE ' C.iL. COLUMN MOUNT PL. PLATE 2010 GA PLUMBING GODE 2010 GA MECHANICAL CODE - CLG. CEILING (PU. POLE MOUNT CUR. CLEAR P,LAM. PLASTIC LAMINATE BUILDING DATA: CMU. CONCRETE MASONRY UNIT PLCS PLACES G�)i C.M.P. CORRUGATED METAL PIPE PLUMB. PLUMBING ZONE- NG OCCUPANCY GROUP-M RETAIL CONSTRUCTION TYPES: V-B FULLY SPRINKLERED-ONE STORY I C.O. CONCRETE OPENING AND CLEAN-OUT PLYWD. PLYWOOD Fj`TtPNL. PANEL COL. COO UMNDUfT ONLY. PROP. PROPOSED a3nO`�� ''O7AL AREA OF IMPROVEMENT 4g488 CONC. CONCRETE P.S.F. POUNDS PER SQUARE FOOT CONT. CONTINUOUS P.S.I. POUNDS PER SQUARE INCH CORR. CORRIDOR P.T.D. PAPER TOWEL DISPENSER C.T. CERAMIC TILE PTFR PRESSURE TREATED FIRE RESISTIVE \\ d J.B.A. DEFORMED BAR ANCHOR PVC. POLYVINYL CHLORIDE PVMT. PAVEMENT \\ DEL. DOUBLE 9FT, DETAIL R. RADIUS D.F. DRINKING FOUNTAIN RA. RETURN AIR EXISTING PATH DIA, DIAMETER RD. ROAD,ROUND AND ROOF DRAIN OF TRAVEL TO REMAIN DIM. DIMENSION RE: REFERENCE,REFER TO,AND ® \ J 1v /� DN. DOWN COORDINATE WITH NpIS'� `�a 3p kilo DWG. DRAWING REFIT. REFRIGERATION I REIN F EAST FMNT REINFORCEMENT p + \ pNIS�3 3� 11 E) EXISTING READ. REQUIRED 1 \ �� M EA. EACH RFH. ROOF HATCH R.R.OP.C. RIGHTEFRIORATIONPROBECABLE r WAY FIRE DEPARTMENT NOTES E.B. EXPANSION BOLT 1 E.LF.5. EXTERIOR IN5ULATION FINISH SYSTEM RM. ROOM r ^ E.J. EXPAN5ION JOINT R.O. ROUGH OPENING ;f CL. ELEVATION RV5. REVERSE(SIDE) MINOR PHARMACY .NI ELEC. ELECTRIC �' TENANT IMPROVEMENT 1. FIRE EXTINGUISHERS: E.P. ELECTRICAL PANEL50AKD 5. SOUTH AND SLOPE �, * E.S.C. EXTERIOR SPECIAL COATING S.A. SUPPLY AIR A FOR VONS#2378 PROVIDE A FIRE EXTINOU15FER(MIN.2A-IOBG)WITHIN A RECE55ED OR SEMI-RECESSED CABINET WITHIN 15 FEET TRAVEL r,l EST. ESTIMATE 5.C. 50LID CORE ti DISTANCE FROM ALL POINTS IN THE OCCUPANCY;THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE GABINET F�rJI EQ. EQUAL 5.C.D. SEAT COVER DISPENSER \ j (ELEVATED OFF CABINET FLOOR);THE TOP OF THE EXTINO015HE-R SHALL BE NO HIGHER THAN 46 INCHES 6219 MW ABOVE W .1 E.W.Q EACH WAY 5CHED. SCHEDULE5 0. SMOKE DETECTOR,SOAP DISPENSER I , '� AGCE55THE � N EXTIIMIMMEDIATLEISHER A'fL AVVEAILA6 AVAILABLE FORED IN LLGE. ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ^ J v) E.W.G. ELECTRIC WATER COOLER AND STORM DRAIN \ �/ 4 �i FXP. EXPANSION SECT. SECTION MoDI A o EXISTING SYSTEM-FOR TENANT IMPROVEMENT PROJECTS,EXTENDMODIFY FXH. EXHAUST SEAL. SEALANT ♦ A of LEI PA I * 2. FIRE SPRINKLERS: H x THE EXISTING BUILOIN6'5 AUTOMATIC FIRE O EXT. IXTERIOR S.F. SQUARE FOOT/FEET \\ f SPRINKLER SYSTEM TO PROVIDE COMPLETE SPRINKLER PROTECTION THROUGHOUT THE ADDITION OR REMODELED AREA F-H F.A. FIRE ALARM 5E. SOUTHEAST �r »'', OF WORK.ALTERATIONS TO THE FIRE SPRINKLER SYSTEM SHALL BE APPROVED UNDER SEPARATE PERMIT.PLANS AND F.B. FUT BAR SHR. SHOWER v I PERMIT APPLICATIONS SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE EUILDIN6 PERMIT. 5HT. SHEET F.D. FLOOR DRAIN SHTG. SHEETING 3. FIRE ALARM: FDN. FOUNDATION \ I\/1 SIM. SIMILAR EXISTING SYSTEMS-EXTEND/MODIFY THE EXI5TING EVILDING5 FIRE ALARM SYSTEM TO PROVIDE COMPLETE PROTECTION F.E. FIRE EXTINGUISHER J ® �I S.N.D. SANITARY NAPKIN DISPENSER iHROWH011T THE ADDITION OR REMODELED AREA OF WORK.ALTERATIONS TO THE FIRE ALARM SYSTEM SHALL BE � � � F.E.C. FIRE EXFLOO SHEV CABINET c� S.N.R. SANITARY NAPKIN RECEPTACLE � APPROVED UNDER SEPARATE PERMIT.FIRE ALARM PLANS SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE ,cam F.F.E. FINISH FLOOR ELEVATION F.F.L. FIN15H FLOOR LINE SPECS. SPECIFICATIONS \ ® &11LDING PERMIT BY THE CONTRACTOR IN POSSESSION OF THE ILL.CERTIFICATE FOR THE BUILDING. �/, v 4. EXIT SIGNS: Z L-H F.G. FLAT GROWN 50. SQUARE 555. SANITARY SEWER F.H. FIRE HYDRANT SET, 5TAINLE55-5TEEL \ ® EXIT SISN5 SHALL BE READILY V15IBLE FROM ANY DIRECTION OF E6RE5S TRAVEL.EXIT 516N5 SHALL COMPLY WITH `~-I F.H.C. FIRE H05E CABINET 5T. STREET F.H.M.5. FLAT HEAD METAL SCREW PROVISIONS OF THE 2010 OBC 1011 AND BE ILLUMINATED AT ALL TIMES. O F.H.W.5. FLAT HEAD WOOD SCREW 5TA. STATION FIN. FINISH(ED) 5TD. STANDARD 5. DOOR OPERATIONS: F.L.A. FULL LOAD AMPS 5TL. STEEL \ ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY,SPECIAL KNOWLEDGE,OR EFFORT.THE UNLATCHING LG. FLASHING 5TRUC. STRUCTURAL \ OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. F . RING) SUSP. SUSPENDED LIT FLOOR \ F. 5W. SOUTHWEST O. FACE OF 5YM. SYMETRICAL Z F.O.C. FACE OF CURB/CONCRETE �A v �I �C"f�-c.�J -' (I�'1 - F.O.F. FACE OF FNISH T. TREAD AND TRANSFORMER - 0 M. FACE OF MASONRY T.B. TOWEL BAR F 0.5. FACE OF STUDS T.C. TOP OF CURB a F O. �a_ T. FACE OF TREAD T b G TONGUE d GROOVE o ' FRP. FIBER REINFORCED PANEL T.D. TOP OF DRAIN F ` FRTW. FIRE-RETARDANT TREATED WOOD TELE. TELEPHONE �� F.5.,F. FIRE SERVICE THK. THICKNESS . lVF FT. FOOT OR FEET THREE. THRESHOLD "TTT FTG. FOOTING T.O. TOP OF FURR. FURRING T.O.C. TOP OF CURNCONCRETE h.� G. GROUND AND NATURAL GAS T,O.D. TOP OF DECK �. ',- - %., .� VICINITY MAP GA. GAUGE T.O.F. TOP OF FRAMING Ar >_`T j / GAL. GALLON T.O.M. TOP OF MASONRY \ \� T I INµ GALV. GALVANIZED T.O.P. TOP OF PAVEMENT/PARAPET G.B. GRAB BAR T.O.5. TOP OF SLAB \ G.C. GENERAL CONTRACTOR T.O.W. TOP OF WALL c_ G.F.I. GROUND FAULT CIRCUIT INTERRUPTER T.P.D. TOILET PAPER DISPENSER G.I. GALVANIZED IRON(STEEL) T.5. TUBE STEEL AND TEMPERATURE SENSOR G.L.B. GLUE-UM BEAM T.T.B. TELEPHONE TERMINAL BOARD GND. GROUND TYP. TYPICAL G.5.f. GRO55 SQUARE FOOTAGE - GYP.BRD. GYPSUM BOARD U.D.L. UNIFORM DISTRIBUTED LOAD U.N.O. UNLESS NOTED OTHERWISE I.D. HOSE V. VOLTS AND VENT NORTH n.C. HANDICAPPED H.C.A. HEADED CONCRETE ANCHOR VENT. VENTILATION n.D. HIGH DENSITY VEST. VERTICAL \ '-SITE H.M. noLLOWMETAL VEST. VESTIBULE TITLE SHEET nORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD H.P. HIGH POINT ANDHOR5E-POWER V.C.T. VINYL COMP051TION TILE \ DRAWING INDE) HR. HOUR VR. VENT R15ER HT. HEIGHT VTR. VENT THRU ROOF �\ HVAC HEATING VENTILATING AND AIR V.W.C. VINYL WALL COVERING CONDITIONING W. WEST,WATTS AND WATER D. INSIDE DIAMETER Wl WITH IE. INVERT ELEVATION W/o WITHOUT 11-108 ISOLATED GROUND WE). WOOD N. INCH W.GL WIRE GLA55 'NSUL. INSULATION WF. WATERPROOF 1 'NT. INTERIOR AND INTERCOM W.F. WORK POINT W.R. WASTE RECEPTACLE A\\'W Nv. INVERT T01 W.V. WATER VALVE JAN. JANITOR W.W,F. WELDED WIRE FABRIC JT. JOINT AND JOINT TRENCH r - ENLARGED PARKING PLAN GENERAL NOTES 5 I I. EXTI5TIN6 ACCESSIBLE PARKIN&AND UIRB RAMP LEADING TO Z MAIN • MODIFIED RAMP STORE ENTRANCE TO BE MODIFIED WITH THE FOLLOWING UPGRADES: L OS ANGEL E TO2 DEMO(SANDBLAST)EXISTING ACCESSIBLE PARKING STALLS,LOADING ZONES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STRIPED PATH OF TRAVEL FROM(1)GROUP OF(E)ACCESSIBLE PARKING AREA TO - z (E)CURB RAMP LEADING TOWARD MAIN STORE ENTRANCE. p _.. ... . _ AT OF PARKING. KING 516NAGE ON(E)SIGN POLES REPLACE ALL ACCESSIBLE PAR O . OGROUP (E) _. _ ..... ... ...__. w INSTALL(1)NEW TRUNCATED DOME AREAS AT STRIPED PATH FROM PARKIN&BEFORE DRIVE AISLE. r INSTALL NEW TRUNCATED DOME AREA AT(E)CURB RAMP. W Q M N br; CQM�C wOJ 10'J v W F- LL n.� d�me-o 2 .6V00X3 —j �Faiaz MW�3?i� 3 M;y x ~ o w R' O f J m 5A, EXISTING ACCE5515LE PARKING AND DRIVE A15LE PATH STRIPING IN THI5 AREA TO BE REMOVED(SAND BLASTED)AND RE5TRIPED PER PLAN. 1 m GT1" P tF�`Kw (N)DETECTABLE WARNING AREA MIN.36"x WIDTH OF STRIPED PATH CSC RE: DETAIL 2/T02 J (N)DETECTABLE WARNING AREA MIN.36"x WIDTH OF STRIPED PATH RE: DETAIL 2/T02 SAFEWAY . . . . . . . \\ . . . . . . . (E)PLANTER 4 0 (E)CART CORRAL a (E)CART CORRAL (E)PLANTER 4'-0' ® a �o a m �Q fib. ,Z Y, a GROSS OPE Z ' { - ------ -------- --------- --------- /- -_ ° EE) --- /, 2%M P. — -------- —------ - -------- c P4 -0i (E)GROSS LOP II II VAN 2%MAX. ACCESSIBLE �� SIGN POST AN 4 ® AND BASE W/ Q I I ACCESSIBLE SIG16 NS (E)STRIPING TO RE: DET.4/TO2 BE REMOVED e (N)A ESSIBLE c $,vvOR PAVEfL1ENT SYMBOL ,!� G-`' ON (E)516N P05T PO ----___-__--_--- -_----___-________I-__ 3 TYPI 1€L(3)PLACES C fO`v�Cj� VAN AND BA5r:N I N) Q ------------------ ----------_--_' f i 11 4 SIGN RE: DET.4/T02 VAN ACCESSIBLE W W U ID'-6•MIN. W W r� W 14'-1 In' ✓/ W I E- 1 ENLARGED PARKING PLAN U) 1--4W V/ MIN. O ONLY APPROVED DIVISION OF THE STATE PAINT 4"STRIPING(2) ARCHITECT,AGE55 COMPLIANCE (D5/AG) GOATS TRAFFIC BEARING APPROVED ETEGTABLE WARNING PRODUCTS BLUE ■' ® o AND DIRECTIONAL SURFACES SHALL BE O BUILDING F" .o INSTALLED IN ACCORDANCE WITH GBG SECTION Ea. OF STALL EG B ENTRY SIGN - 1133B.5.5. THE EXCEPTION FOR RAMPS STEEPER F" W ENTRANCE(N.BT.B) THAN 1:15 NO LONGER APPLIES. 3_p' n: Q PARKING STALLS <= T- WHERE OCCURS = 4,r 16 2.351, N Ory (E)GROSS SLOPE (TYP) PAINT BACKGROUND W/(2) 1 i (3 2%MAX. GOATS TRAFFIC BEARING 3., w09�= (E)LINE OF 12� - BLUE PAVING (E)1/41-DEEP TOOLED JOINTS AT 3/4"O.G. O n 2 G SEE " DIA. AL\/.STL. T'G' ' N SEE WIDE BAND 2" 5TD.GAUGE POST m� (E)SIDE FLARES: DET.3 O O O EMBEDDED I 5" INTO �v MAX.10%SLOPE 12" DIA.x 24" DEEP I < a, PAINT ADA PARKING SYMBOL �N m Q 0PO 45"TOP GONG.FTNG. I �. . . . . cv a W/(2)GOATS WHITE BEADED I �.f Q REFLECTIVE PAINT 3, �„ 22 4 FLOOR LINE I I < O O RAD. O 5 6NKING I 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TYPICAL PLAN 10 BASE ALIGN WITH END L = NOTE: OF STALL STRIPING — ENLARGED J FACE OF(E)CURB (E)RAMP SLOPE PARKING ry PROVIDE TYPICAL PAVEMENT SYMBOL PER GBG 5EC7ION 1129B.5 J PLANS PAINT WITH(2)GOATS TRAFFIC BEARING PAINT,DRY BETWEEN GOATS ENTRY (N)DETECTABLE WARNING AREA O WARNING MIN.56"x WIDTH OF(E)RAMP SECTION A-A RE: DETAIL 2/702 11-108 2 3 4 ) MODIFIED CURB RAMP DETECTABLE WARNING DETAIL ACCESSIBLE PAVEMENT SYMBOL ACCESSIBLE SIGNAGE I E-I,-o„ T02 LOS ANGELE 0 H Z 0 0 0 W a M N sn o E R , 1 2 3 4 5 6 7 8 9 9.5 10 11 11.5 12 13 14 15 15.8 16 17 18 aA��o 0 R N 7 Y o° 1 a 2 2 0I, o I d�o 0 2 2=0D u R. U z M Q V J LLI M3N ® - o 1� ENCLOSEL�LOADING I in OCK IE] CpMPACTOR — — it _—— � IMIENsixaauS rtesiNuaaM � Cx 9 �/ INI LIGUO CAGE STO E 9)• GTJ1Y� I I I I EI PIP`�,� - I ROCER FREEZI E IN]DELI/ _ BAKERY/ 0 O -� STARBUCKS STORAGE IEI ---'-----� JANITORIAL u I ...._.._._....... ..........._._. �� SF EEF0ZE0R-_SC,F1LI 0E0R NI FMT ---I—I1— I GCAMGIIIARA •I I DA I I-- 'pptlE-J'O.-�-E�L IEI IE ------Lco—^cMx—SEwnA—R 65— 1 -(M NIIIIIIU IIM O F000 PREP 0 0 Lw nVl 1�c�ArI /FA Y COOL COOLER O O PRODUCEIEI IEI O p E IEI --- RM. AY COOLER I SRVCESE MEAT m1B JUICE — PR PRODUC PREP F L E OLER I IM I �OQ I SERVICE P." au -- - -— Q�bg I I II ~ W LL M � Q N E1-�INORE 77 I Ri]OR GANIC w to NTERIOR REMOD LE AI s , ` s :�� r W ° I, SALES [El DELL— ` \\�/ \ % w FREEZER d r \ IM r 4 § 4 & r \ PR ODU CE \ RJ SALES G N ® 's.1,Ts. MLcv° H l �-1 MI vwR �` s M y IMI HOT I E ____ Ex ii lip .. ..•p q jP F �D �1 U BAKERY 71 S i IEI H.At. I I' ,.?- ai I I •,.". *\4 Cn I-7 a,/ �4 E� II I I I i M pN I O -- i SALESROOM ® ® 000 _ • I ❑ ----- a,...,,�M. I -- ___________ { ��.•4.x _ I � I erxx m I sT CUSTOMER II ------- SERVICE I II m i I •e. Pl v:hrk rxbmet7q� uKJI IY ` IEI BAKERY y_]iGTLMC I 6. 4a COOLER CONCOURSE ei I I IEI DRY CLEANER i - CONTROL CENTRAL CONTROLAREA ROOM • - C T -- QR I�❑ ❑ ® I .-..__ -b -_/ .. ... Of Cam..,el 0 ❑m IEI ENTRY T I — — — --_......._...-._._...._.._..__—._.__..1 IEl EN YIE T .:,..i6 Shdil OJ.•_.._.y _.-_.._..-.. a ..: INI OUTSIDE IEI CART STORAGE IE7 ]0 IE]CART STORAGE 1 EI S.BA .._.._—._.._.._....-.._..-........_...._.._.-- MANAGER'S -...-...._.._-.._.._.._..-_.._.._.._..—.._—_ SEATING ARE4 IEI MANAGER'S STATION ROOM i OFFICE ® FIrtRY SIGNAGF i------------_......-.........._.------ 80 ENTRY SIGNAGE Al J SYMBOL ._-.__..__.._..-_.._.._—___.._..—_—____� — I MBOL tOVERALL FLOO1 10, O 3 3.9, 4.8 7.7 11.2' 13.5 14.1� 16� 17 �J$�, PLAN 11-108 A1.1 DEMOLITION GENERAL NOTES I. CONTRACTORS TO REMOVE ALL DEBRIS FROM CONSTRUCTION 5. CONTRACTOR TO SECURE ALL APPLICABLE DEMOLITION ffm 51TE ON A DAILY BA56 OR AS REQUIRED BY VON5. AND OR WILDING PERMITS PRIOR TO THE GOMMENGEMENT OF 2. CONSTRUCTION SITE TO BE FREE OF DEBRIS PRIOR 70 ANY DEMOLITION ON SITE. /'± THE FINAL INSPECTION BY CITY INSPECTORS. L O S ANGEL E LONTRACTOR TO RELOCATE AND OR AD.lUST(E)FIRE 3. THI5 DEMOLITION PLAN 15 FOR REFERENCE ONLY TO MAJOR ITEMS SPRINKLER HEADS TO ACGOMODATE NEW GEILIN6,WALLS AND LIGHTING. i IN THE SCOPE OF WORK AREA. ALL OTHER DEMOLITION IS FIRE SPRINKLER WORK UNDER SEPARATE REVIEW AND APPROVAL BY O G FIRE PREVENTION DEPT. ~CONTRACTOR AND PRESIDIN CONSIDERED TO BE PRACTICES RELEVANT TO THE SCOPE OF WORK Z O FOR THE PROPOSED TENANT IMPROVEMENT. 7. CONTRACTOR TO VERIFY ANY CONCRETE SLAB/7RENCHING REMOVAL ON O 4. CONTRACTOR TO CONTACT DIG ALERT'PRIOR TO ANY 51TE AS DESIGN WILD'REMODEL POUR BACK TRENCH PER DETAIL 2/AI.4 ~ UNDERGRWND EXCAVATION K4EFE REQUIRED.. (n W � W r M N ate+ 0,,o E N � hlo-0 O O O ! I �yO�wy 10 W ~ N.0C x��3 (E)HALLWAY I (E)EMPLOYEE'S "M w d' LOUNGE (E)HALLWAY O '�'w 4 d M y O F=—=� O x O O j O O W I $ O O O O J ' ! m i O O 8 O O O O (E)STORAGE I(R)WOMEN'S 0 0 (LOCKER (N)HALLWAY M. (E)MEN'S (E)WOMEN ( LOCKER I ROOM O EMPLOYEE LOCKER � I LOCKER n+n n �� sir Rucr LOUNGE II °;I I F°FcHLw` A J•I I 17 I j / p Ll I / ) / ) CSC o o SAFEWAY --- -- L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (E)GENERAL SALES AREA (E)GENERAL I SALES AREA a w I I � e ) r I I Q. I I ; P/�Q Q ---- - ' ; --- CITY OF CAKE ECSlNORE PHARMACY III BUILDING DIVIsICN M (E)GENERAL N Z Q r SALES AREA I (M)PHARMACY PErt4 1 ; U �, ---- I ---- APPROV_ W W ED W � ^ — b P4 W ' e I u I � I P. ;-T- -r - --y ---" I -- '' II Z -4OM � _ 'I'" IIII 2ENLARGED DEMOLITION FLOOR PLAN 2 ENLARGED FLOOR PLAN F - ---- ----;I, 0 (E)GENERAL SALES AREA g O � � (N)WAITING > DEMOLITION FLOOR PLAN KEYNOTES N / // AREA FLOOR PLAN KEYNOTES 10 WAITING /� ry OI EXTI5TIN6 INTB210R WALL TO BE REMOVED-REMOVE ALL �,* // To 0NEW 36"WIDE DOOR WITH AGGE551BLE LEVER HANDLE I AREA DRYWALL STUDS IN ITS ENTIRETY.RELOCATE ALL ELECTRICAL, HARDWARE PER SAFEWAY SPECIFICATIONS.-RE:b/At 3 I PLUMBING AND MECHANICAL LINES A5 REQUIRED-SEE I O2 NEW NON BEARING PARTITION WALL y NEGNANINGAL,ELECTRICAL AND PLUMBING PLANS. REMOVE ANY CONCRETE CURBS,COVE BASE TILE IN ITS ENTIRETY. N OI q RE:DETAILS 5/51.1, 5/51.1 b 6/51.1 _______ ______ O NEW CABINETS WITH COUNTER TOP MAX 34 A F.F o„ r�� r J O2 EXISTING ELECTRICAL PANELS TO BE RELOCATED. 7 4 SEE INTERIOR ELEVATIONS 5HT.A13 •a c. c £.�; ;" , 2 4 NEW FURRED WALL-RE:DETAIL 4/51.1 '• '"1 -SEE ELECTRICAL PLANS. O °rmAa«.�wa�nd NOT U5ED — O5 v SUSPENDED CURTAIN WALL TO REMAIN ( ) or c OS E WOMENS // s'o' ; n / 4 © (E) PHARMACY FIXTURES/CABINETS TO REMAIN ----� RESTROOM - / 5 1 I "71 ® NOT USED a ('N)RdAOOM m O REUSE(E)DOOR AND REVERSE SWING. \�Wk$-O/y REQUIRED. TRANSACTION DESK MAX.34"A.F.F. PLUMBING LINES A5 REQUIRED.EXISTING PLUMBING S TO BE REMOVED.CUT AND GAP ALL N \ /K O Oq (E)ELECTRICAL PANEL RELOCATED-SEE ELECTRICAL PLANS. I 13 / � 10 r © EXTI5TIN6 FLOOR DRAIN5 AND OR FLOOR SINKS TO BE REMOVED. OOO REMOVE AND GAP ALL UTILITY LINES A5 REQUIRED I h/ 10 SEE INTERIOR ELEVATIONS SHT.AI9 FOR ALL WAITING AREA, SEE PLUMBING PLANS RESTROOM AND CONSULTATION ROOM FINISHES O7 EXTI5TIN6 FIXTURE/CABINET 70 BE REMOVED. m / = AND SPECIFICATIONS. ' (E) (N)-oGON-SULTING \ f1 NE DETAILSTOREFRONT OEFROO T WINDOWS-SEE ATTACHED MANUFACTURERS ------------ -------------- ----- O MENS ExT1s71NG DOOR TO BE REMOVED. — -- — --------- (8'-1"X 11'-0") t_______ �•--I/q�) O 12 NEW 36"WIDE SLIDING DOOR PER 5AFEWAY SPECIFICATIONS. fi RESTROOM O9 EXTI5TING FINISH FLOOR MATERIAL TO BE REMOVED. PREP �j \J -RE:b/AI9 CONCRETE SLAB(FREE OF DEBRIS AND SUBSTRATE) ———O— — O 13 NEW PASS THRU OPENING MAX.34'A.F.F. I ENLARGED 04 L———————— 70 RECEIVE NEW FINISH FLOOR MATERIAL SEE INTERIOR ELEVATIONS SHT.AI9 PLANS it PORTION OF THE EXTISTING SECURITY DOOR 70 BE REMOVED. .S 14 (N)FO SALES COUNTER MAX.34"A.F.F. EXISTING ELECTRICAL PANEL TO M ROTATED TO THEDOOR � O , 2 (N)PHARMACY- STORAGE Y 5 KAARDDNAREE AND ACCESSIBLEE5R5TREOLOM SYMBOL DLE (E) THE OPPOSITE SIDE OF THE SAME WALL-SEE ELECTRICAL PLANS. / L STORAGE Ib / PER SAFEWAY SPECIFICATIONS.-RE:bA AL3 I `�A/V✓� I j ;p Ib EXISTING ELECTRICAL PANEL TO REMAIN. I 11-108 ' O ROOM O �� //�� IT NEW 12'WIDE DOOR PER 5AFEWAY 5PEGIFICATION5.-RE:6/AI9 — ® INFILL(E)DOORWAY WITH METAL STUDS AND g"TYPE A. Al Y GYP.BOARD.PAINT FINISH TO MATCH ADJACENT WALL . 14'-5" RE_b/51.1 DEMOLITION GENERAL NOTES I. CONTRACTORS TO REMOVE ALL DEBRIS FROM CONSTRUCTION S. CONTRACTOR TO SECURE ALL APPLICABLE DEMOLITION ffm 51TE ON A DAILY BA515 OR AS REQUIRED BY VON5. AND OR BUILDING PERMITS PRIOR TO THE COMMENCEMENT OF 2. CONSTRUCTION SITE TO BE FREE OF DEBRIS PRIOR TO ANY DEMOLITION ON SITE. LOS ANGELE THE FINAL INSPECTION BY CITY INSPECTORS. CONTRACTOR TO RELOCATE AND OR ADJUST(E)FIRE 3. THIS DEMOLITION PLAN IS FOR REFERENCE ONLY TO MAJOR ITEMS SPRINKLER HEADS 70 ACCOMODATE NEW CEILING,WALL5 AND LIGHTING.IN THE SCOPE OF WORK AREA. ALL OTHER DEMOLITION 15 FIRE SPRINKLER WORK UNDER SEPARATE REVIEW AND APPROVAL BY z CONSIDERED TO BE PRACTICES RELEVANT TO THE SCOPE OF WORK CONTRACTOR AND PRESIDING FIRE PREVENTION DEPT. 0 FOR THE PROPOSED TENANT IMPROVEMENT. T, C,ONTRACTOR TO VERIFY ANY CONCRETE 5LAB/TRENCHING REMOVAL ON 0 4, CONTRACTOR TO CONTACT'DIG ALERT'PRIOR 70 ANY 517E AS VE5164 BUILD'REMODEL. POUR BACK TRENCH PER DETAIL 2/AI.4 UNDERGROUND EXCAVATION WHERE REQUIRED.. U) � UJI Q c., N Q + a 0;07 � O�"TnCO �y t0 V O a y F tq Q `�LLO Y LLI= 2 N f'Op� Vaoc)3 �FMvz (E)HALLWAY (E)EMPLOYEE'S U J LOUNGE (E)HALLWAY 3 "w M w r 0 x o z II II II a m (E) E (E)MEN'S (N)HALLWAY EMPLOYEE (R)WOMEN'S! r-, LOCKER /, (E)STORAGE LOUNGE (E)MEN'S (E)WOMEN'S LOCKER I J ROOM LOCKER LOCKER IXG.3/N/I1 u I II SAFEWAY Lam_____ __ ______________________ Lam_____/ —__ —________________- - - (E)GENERAL SALES AREA ��y / (E)GENERAL SALES AREA 2 �I U O a I II O Q �3 � w I --- I a � I I I r F i 8 r r r F - - �E) ; I 2 F - -i ELSINORE --- F LAKE - ��B�EM,4G DIVISION ti a '5 pr SALES AREA J(MA MAC �"K��I iTr N w Q —�A ROVED W ^ o I � � W I ! ~ x I I ENLARGED REFLECTED CEILING PLAN ENLARGED REFLECTED GEEING DEMOLITION PLAN I/a" -o � z " 1/4" I'- _ Z4 Z f3� v M a (E)GENERAL SALES AREA (E) rz I WAITING' OI r�� 6 DEMO REFLECETED CLG PLAN KEYNOTES 6 REFLECETED CLG PLAN KEYNOTES \O\ AREA (N)WAI ING / 5N i ` U�y�= 0EMIyTIN6 PORTION OF(E)SUSPENDED T-BAR CEILING TO BE REMOVED. 51J AR E r 1 0(N)SUSPENDED 2'x4'W/ARM5TRONG 5E K' IIIII lO �lO II T T BAR ORIO AND CEILING SEE DETAIL 1/51.1 AND III _ �L-=A O REMOVE EXISTING GYP.W.CEILING INCLUDING ALL DRYWALL, SI I 4/AI3 AND ELECTRICAL PLANS FOR LI FURRING STRIPS,PLUMBING,MECHANICAL LIGHT FIXTURES AND ELECTRICAL LINES IN AREA OF NEW REMODEL. i 2O (E)SUSPENDED CURTAIN WALL TO REMAIN. - ® EXISTING 2x2 REGE55ED FLUORESCENT LIGHT FIXT.TO BE REMOVED. - O PROVIDE NEW DRYWALL CEILING TO MATCH EXISTING. ------- 1111 rtttr - - --L_--L_7-r-:- 1_-L -- 1 F-------I F--- --- O4 NOT USED ! ® NOTusED I OO LiG PORTION OF EXISTING SUSPENDED CURTAIN WALL TO BE REMOVED 2 9 I (E)WOMENS © EXISTING HVAO REGISTERS TO BE REMOVED.SEE MECHANICAL PLAN ELEVATIONS SHT.AI.3 AND CEILING JOIST STUD 5GHEDULE 5N.1 5O (IU 5/8"TYPE'X'PAINTED GYP.ISO.CEILING-SEE INTERIOR ce o 9 a a n oval o,t ese P, ,. o, frtrtmi,.re,.bi nvt rw-sr e ar I GO EXISTING RECESSED DOWN SPOTS TO BE REMOVED.RESTROOM © EXISTING LIGHT FIXT.TO REMAIN. Q�,�,,,,,��kR„y- — 0 EXISTING SUSPENDED T BAR CEILING TO REMAIN. O PORTION OF EXISTING GYP.ED.CEILING TO REMAIN. or one p I-1 I srs:x• I 9l� EXI5TIN6 SURFACE MOUNTED FLUORESCENT LIGHT FIXT.TO BE REMOVED. j EX15TI116 CEILING AND LIGHTING TO REMAIN. j (N)RESTROOM I L-------- 10 EXISTING CEILING AND LIGHTING TO REMAIN ! 9 PROVIDE HEW CEILING AND LIGHTING TO MATCH ADJACENT HALLWAY. 2 9 (8 �?X 8 D"} I I Ir-------- ao O u OO DEMO CEILING LEGEND s q o CEILING FINISH LEGEND _ — — — — — — (E) O SYMBOL DESCRIPTION ------ ----"--- "--------_-------------- MENS SYMBOL DESCRIPTION N}C NS LTIN ' F-I RESTROOM I I ------ -----� (8 X 1 `-0) ., NEW OYP.BID.CB.M-SEE ROOM IL--- ---- U---- I -----� (E)SUSPENDED T BAR CELNG AID I FINISH SCFIEDULE ! I r---OO ENLARGED 2 Q--- L----1---- i I I I r (;fiD TO BE REMOVED ji (E) OOi NEW 2'x4'SUSPENDEDT BAR CEILING PLANS jI N)PHARMACY u STORAGE STORAGE PER$AMWAY CRITERIA SPEMCATlas ROOM W/ARMSTRONG SECOND LOOK' M)SUSPENDED T BAR CEILING TO REMAIN : CEILING TLES.SEE ELECTRICAL PLANS 11-108 FOR LI(YRCNG LAYOUT AND SPECS. I III q-o 5 I coo II -D (E)SUSPENDED CURTAIN WALL TO (N)SUSPBNDED CURTAN WALL TO A 1.2 A TO BE REN.IOVED I / MATCH ADJACENT CURTAIN WALL FUINsh firs-18' 18' • ,MIN. Walling Area ,12" MAX 36' MIN SWY GC Floor should be Carpet Bolyu EV8420"squares 54' MIN WHEN WAL SPACE GC GC Walls should beMariite wainscoting formal mahogany 4L„ J N— aERMns 2H 4'b11N with matching Chair =WG 475 Small Chair rail,Stained to match mahogany. I,. L 0 S ANGEL E ( 1 - '�` (FYI-molding Is pre-finished to match paneling,does not need stained In geld) ?ii�i%�i�i C/iii%�i%• %�i/!i /%// , / /� INTERIOR EIEVA.:ONS ARE FOR WALL FINIS"REFERENCE ONLY, O- I GC GC Vinyl wall covering above the wainscot in the waiting area.Koroceal Ter",Labrador. ///////F // // / : / z Og ny - %/i/ / / �I j SEE F_OOE?LAN F02 ACTUALCIXvDIiIONS. � I GC GC CGO GC nlns shoulde hould be 21z 4 TIBar13 Armatroa Second Lookceilin tile. - i�i/� �e�l!�/��`:/ �� 0 / 9rg g _ ��,e r GC Provide Recessed9 can with CFL for the lighting. GC GC Provide an electrical outlet on every wall.Does not need to be on an Isolated ground. / / / -/ / // j% %I ' /% A ul GC GC HVAC as recommended by Safeway engineering,verified by your mechanical engineer. PLAN--CLEARANCE SIDE WALL ELEVATION REAR WALL ELEVATION Prototype plan and schematic to follow. eMp rn SWY GC Glarin to be wood -1 P-2 W-6 -0 -6 W-0 P-2 ? M M v O g (poplar)framed storefront stained and finished to match formal mahogany With frosted vinyl applique applied to the glass panes below the top transom height level. A.4 A.5 A.6 O A C SWY GC MCCUE BUMPER Q y Q R y Consultation Room W GC GC Floor should be vinyl- `= d~O O> Armstrong Med!ntech#88495 Carthamus Champagne with self coved 4' t V O V 25" base three walls and cabinet base d'_�'.1 MAz --R GC GC Two walls should be painted Benjamin Moore Paint#3B 1083 //// //// J 1 M Z SWY GC Two walls(the cabinet wall will always be vinyl and the nil opposite the door typically will be the // // /j//// y.- ////// Q second wall to receive wall covering)to be vinyl Wall covering floor to Ceiling Koroeeal Venefian //f// !✓//%// / \ //r j/ / M UJ a Y 9 9 / / // /i/ r//// ////// > Velvet.Ganymede /// � 4� 4_� IIGC GC Chah rail at all walls wiMout cabinetry /r/// jj//j //j / /i /OIFAR - GC GC Celling should be 2 x 4 T-Bar ceiling the Ceiling 8 recesal?d can trim Benjamin Moore paint#1 B ii//i% �/ii�j y / / /i�i// -rc ' 1044 /r// ri Yi/ %// /r/// I //jj/ " wFLOOR C -�SPACE ; ! W ! GC GC Provide Metalux 2R01 cedes 2x4-31a 28W T8,RE:Li htin ScheduleF!, ej --� IrW Lighting F J $ S $ F GC GC Provide Ethernet port box and wall plate(2). -0 W4 GC GC Provide electrical outlets on each wall.Isolated ground for the 2 outlets at the Counter.Provide A 1 A.2 A.3 30" s TOILET SEAT roughed in plumbing for a hand sink.Sink and faucet specification pending. M,N. rw,cc MIRROR LHAN&ING TOPE- HAND SOAP TOILET TSeuC LOVER i nn STATION DISPENSER DRYER DISPENSER D 9PENSER DISPENSER GC GC Provide roughed in plumbing for a hand sink.Sink and faucet specification pending. /� SWY GC SteI Medical Waste Receptacle AWAITING ROOM ELEVATIONS SWY GC HVAC as required and recommended by Safeway engineering Wemietl by your Mechanical engineer SWY DEC Doors to be sliding rail hung and ticking floor.Prototype plan and schematic to follow. Stain quality poplar finish with acrylic polyurethane-low luster. 1r pPLGKV\� 3TYPICAL ACCESSIBLE RESTROOM ELEVATIONS Furnish mtell 5/8"=1'-0" 1 Consultation Room(Continued) - -- GC GC I Paint frame to match room walls. 4n2nD„ SAFEWAY PHARMACY LIGHTING SCHEDULE SM GC Countedop by mill shop with Formica Ginger Root Mist#306 top(Lab) M-1 M-1 CSC Lamp Type Symbols Description Location Product Code Lamp Description Product ManrsfaDturer FINISH KEYED NOTES: Reatroom Code tt1 I�� _ GC GC Floor-ceramic tile Global Tile#33 Aspen With radius 6'base tile / T SAFEWAY Fxaao,Y F,c^.v,11.1 vv cxxsu,,,xu sxeu sFzx,-.-w-M°° ,F°zs,ass,eF,aarsc ,.z,za ca°Fsx,uous,x,es M, CONSULTING COUNTERTOP-FORMICA-GINGER ROOT'MI5T1" GC GC Walls(4)Wainscoting-Ceramic tile 12"z 24'Global Tile 017 Blanco w/bull nose trim and coved #3O6 bass. L-1 P-i F-2 L-1 W-1 W-1 F-2 L-1 t'-1 F-2 " GC GC W-1 /� M-Z RFSTROOM COUNTER TOP-TILE O .E„°,JFf a„�axs ccx°x,'" Faa+•c°.W aF,.aoa arx,o°Ex,a.o .o,a. xxo t,ex•,"b°x°.P Vinyt wall covering from wainscot to the cailing all(4)Walls Koroseal Facade color Birch or Brine 6.1 F-Z B.2 C33 B4 p-1 SYCNJHNIN MOGRt PA1N1 Iin 1063 GC GC The mterlal has a corresponding Cap with bull-nose edge 1"1 P_2 JOHNSONITE a 133 WAnOGANr GC GC Use'green'bored IKJ CONSULTATION ROOM ELEVATIONS L_, c„aRRnIL-WG4,SS,aNEDTOMATc„MAnocwr ;� Q ® FFx,"xa eE•,n"Saa.a c�Wn on •>1t 1NG"°GAY s.,.oa..•ac ,.ICFa<o r,a„x,aro .1— Wx°„o x+wc en°"F GC GC Ceiling should be 518'GYP.BD.Smooth finish,painted.Ceiling 8 recessed can blm Benjamin Moore W-1 CHAIR RAL VWG47NVELVED OMATCHMAH GNYU.cOVEGNG IF. KORC YL palm#181037 �CERAMIC TILE 2'X24'GLOBAL TILE#17'BLANCO'WITH BULLN05E GC GC Light n to be 6°recessed cg can fxku as wall wash over the lavasink. TRIM AND COVED 845E-WAINSCOTING FORMAL MAHOGANY- U MARLITE WAINSCOTING .o,I axo uex„n°°n°°" GC GC HVAC as required and recommended by Safeway engineering verified 6y your Mechanical engineer. e x Prototype plan and Schematic to follov, ®KOR05FAL TERRACE 1A5RADOR'-VINYL WALL COVERING �z KORCI FACADE COLOR'BIRCH"OR'BRJNE"-VINYL WALL < SWY GC Doors to be swing door.Stain quality poplar finish acrylic potyurethane-low luster. COVERING Q sss su,x,u„.s,n F a ux E, o u F,aue,u cnoas arc r,ox,v x„s sroFnes n°°u z"z.0 ere.xs a.uur noze,eaa,xw,ss,cco vrss,n aos Px en uc+s SWY GC Paint frame to match mom Walls. ®FINIOSMEDOO MACH'FORMAL1,11IWOOD(P MAHOGANY' FRAME-STAIN AND < Contain Granola or Wlsonart Solid Surface Beige Tempest y standard lavatory semi sink M-2 F_1 INrffKFACE FLOP,#12327/REJUVENATE#8986'PEBBLECLOTM•-CARPET C 0 eE) w a . *"n with hardware etc.Model,type and installation per Safeway standard specification, M-2 F-2 ARMSTRONG#n8319 MOONSTONE 5AN0 UGHP-SHEET VINYL w Q _ rx°a GC GC Provide pass thro,Bobrick 8-505 Recessed Specimen Pass-Thin Box. NOTES: SW! GC Toilet lobe American Standard`Champion 4"with tank.Step-On Medical Waste Receptacle. I. ALLDOORS AND FRAMES To BE WOOD(POPLAR)FINISHED To MATCH"FORMAL U7 b SWY GC Designer Waste receptacle MAHOGANY. F�D v,s Fn,zn.r„ zsv.r,s,°c"riche ,s,sxn.zts+a.aae ,s°z•,•za,vF,ccrec zz,re s„a^os vn°x"c, m 2. ALL DOORS WILL BE STANDARD BIRCH OR POPLAR WI STAIN TO MATCH FORMAL GC GC GC to provide and install grab bars and mirror.Safeway will provide paper troxel,TP and soap disp, MAHOGANY W�ACRYLIC POLYURETHANE-LOW LUSTER. G GC to Install 3. GLASS IN DOOR AND WOOD STOREFRONT BELOW TRANSOM LEVEL TO HAVE FROSTED VINIYL APPDQUE. W-2 F-2 -5 F-2 -5 -2 4. FOR F O FIXTURE MOUNTING STANDARDS IN PHARMACY CRITERIA INFORMATION 8 °a�°n<rrra"a,°".,,,xxE .,.,,,"°x°°a, „,.a.,a....xa.�a«.M° ,•• ,a„ �°°oax,x°"a,xEa C.2 C.3 C.4 FOR fIX LIRE MOUNTING CLEARANCES AND HEIGHTS. CC, PROVIUE GREEN DOARD SU5STRATE IN RE5TROOM. °e{"xA„rE aa,aFF„+WNa nW.on°°M „,o-.rx xA.c,«.x° Pa as °°Fawx°"a,x,Ea C RESTROOM ELEVATIONS LEGEND: 0 1 sEu sin v^,s av,rc u•s vAzr reo urn urn vnrr ache FFFn /j/NOTES -. ease cartact Nancy Ram,fO>rConnol/yat 41S907-8579 or rnm adorr(dnescoWreb.com/wSafevey National Account pricing and conselidateddelivery GLAZING 2.11ant Light Fixture Trin to Match Ceifng Ooklr M I� a 4 REFERENCE LIGHT FIXTURE SCHEDULE 2RESPONSIBILITY SCHEDULE TYPICAL INTERIOR FINISH ELEVATIONS M H Q eV z � � ORE o � TM9 °°°""� C ;.. CiVISi W ON w w Neat IMm TM ae4#wcs ROOM LOCATION CO,1`j"LD;i v WI A - s•c•wra.I sM•an,NANr. x s s T L - o e so•.T•-a.ISTa• - _ - IOU xx QOs OT 6 9 WRx wvrlxemRx ra.rcy,l sy4• - - - au Hn s + s e T a PHARMACY WAITING: OO W NAinNs To RI31ROaM PEMKO THRE5HOLD 270A X DOOR WIDTH MISC.:UNDERCUT DOOR Vz"AT CARPETED AREAS. CYLINDER:WA GRAPHICS.THE GOAL 15 TO COVER THE PICTURE WITH L,�..c r,2 ac 1-1 era - - - sU Hx s s r FLOORING: FEMKO WEATHER-5TRIP 303AV FINISH: PU5H-PLATE:TRIMCO I DO 1-3-630 NOT SPILL OVER ON THE WALL AS MUCH AS P05515LE. L "^�� t O co wAmNs To cox Lr4nox all CARPET:BOLYU EV54 20"SQUARES TRIMCO DOOR HOLDER 1220-5 GLAZING: FULL-PLATE:1013-38-630 RANCHERS RESERVE AND FOOD SERVICE LOG05 ARE ILLUMINATED -ti W F4 r.1 WALL BASE:JOHN50NITE#133-"MAHOGANN PROVIDE MANUFACTURERS ACCE55ORIE5 HVAC: STOP:WA U51NG(I)TYPE F25tvi TV20W/CMH WITH 12,18 OR WALLS: DOOR TO HAVE 5EN50RED CHIME. CLOSER:NORTON P5501 BP DEFENDING ON CEILING HEIGHT SPACED 4'.0'-G'-0"FR9AF{ME�--�- !''��}7(ra^� WAINSCOT WALL COVER(AI MARLITE,"FORMAL MAHOGANY" RE5TKOOM: SILENCER:HAGER 307D WALL,WITH THE TRACK HEAD CENTERED ON THE MIDDLE OF THE 3 i �'# ty,�1# er.•D WALL COVER(W-4):VINYL,KOROSEAL TERRACE'IABRADOR" CONSULTATION ROOM: FLOORING: SIGNS: LOGO,AND AIMED AT THE MIDDLE OF THE LOGO. / �• ,w CHAIR RAIL LAMINATE(L-):WG475 STAINED TO MATCH FLOORING: CERAMIC TILE:GLOBAL TILE#33 ASPEN WI RADIUS 6'BASE TILE. WOMEN'S-BEST 5IGN5 MP-I/8-WP288RB-140-W(MOUNT ON DARK AREAS OF THE SOFFIT WALL THAT HAVE O.DECOR OR V, r-I'MAHOGANY" SHEET VINYL:ARM5TRONG MEDINTECH#88495'CARTHAMU5 WALLS: LATCH 51DE OF WALL AT 60'AFF) WORDS USE,THE(I J LAMP TYPE L T AT HAVE NOINT FIXTURE IN M DOOR•vAsrrr F NOTES ©FRO✓IDE AccesleLE IDa+rlFennu aaro 6@BLLL t10rE5, DOOR N#,RDNARE NOTES, Z ax a OOE CHILIrF Au srECIFe LWIatlA Per I. NerAiL U—AT.so•To•o• CEILING: CHAMPAGNE'WITH SELF COVED 4'BASE THREE WAINSCOT WALL COVER 2):CERAMIC TILE 12"X24"GLOBAL MEWS-BEST SIGNS MP I0-WP287RB 14C-W(MOUNT ON LATCH STORES WITH CEILINGS.FOR OPEN CEILING STORES USE THE M3 YONSR®LIE OKGK 5PEGFIWTIp6 NEI'!aiVR PM FRAME;N10.1Lf IBI NIRJWYF,SFE a00R I' ---a-- aJR H4,LFK,LRER"JIV.L RCROIEIeIE Fort ENTIRE (W O axixs Aw xrm PA KAEE AFf 9'HIGH 2'X 4'T-BAR CEILING GRID W/ARMSTRONG SECOND LOOK' WALLS AND CABINET BASE. TILE#17 BLANCO W/BULL N05E TRIM AND LOVED BASE. 51DE OF WA L AT 60 AFF) TRACK FIXTURE.THE FIXTURES SHALL BE SPACED APPROXIMATELY E FLcoR aR uNnxs roc rocs£rxaxYr eaav rIE Towcr,IE luswu,�xmEs rWs sHreT AN,N vEslsx cRl,ew vas, o.uTOEs sxALL eE of Leine CEILING TILES. WAILS:irRcaw.o Is Rr-nmzFa hex Eau Cal:cF AN Exm DwR O.�OEsioN cRIr A vAls rat?NW Ara NA,atIA_,aEOFwnnus me PAwc sacs ae nF.N/ry L WALL COVER(W-5):KOR05EAL FACADE COLOR"BIRCH'OR EXIT DEVICE:WA O I--1 b �� PAINT COLOR(P-Q: BENJAMIN MOORS PAINT#3B 1083 'BRINE" KICK PLATE:K0050 10"X 2'LDW-630 O N.u-Nour,m woR sTas. adcs CHAIRSrTABLES: (I)FOR EVERY 20A"OF OPEN WALL$PACE,HOWEVER,IT IS NOT FaavlcE slox wrH r wu LErTas ax LOIrIR45T!N6 s. Fan Easnxo OmRs ro RauINOLEAx Aw RaaR As rEaly® I• INTENDED THAT THE PERIMETER SOFFIT WILL BE EVENLY eACNeva.No Ar aaat,RPleIM TO RFAO•ntis roan O s.Au caws,Ix,aeae Aw exretwR PLEASE REFER TO VENDOR AND MASTER EQUIPMENT LI5T FOR WALL COVER(W-I):KORO5EAL"VENETIAN VELVET',GANYMEDE. CEILING: MOP PLATE:KM050 6"X 2"LOW-630 ILLUMINATED.THEY ARE MOUNTED AT NOMINALLY S'-O"TO 6'-0' y Pat wN.FAnLRERs sPEaiFILAnON < sAFElYuxu le inn w•a rocRHAr o sxnu oFat NTx A w,wwN ascxr CONTACT AND SPECIFICATION INFORMATION CHAIR RAIL LAMINATE(L-I):WG475 STAINED TO MATCH 9'HIGH Vz'GYP.BD.,SMOOTH FINISH,PAINTED.CEILING AND MISC.:PROVIDE LOUVER IN DOOR FOR HVAC RETURN AIR AS FROM THE SOFFIT WALL.WALL WASH FUTURES SHOULD NOT BE > rO rs*wx uaOCRm RRIIK eelrEss Naas.• I Ie.'6 rxAN bo•AeoWE A NutuwE vwLL ee suETr sL/SIIK. a=s Lea s¢P uoslxs.-vRO,nI:E coaRDlxATOR•lxslceaRoux. cec z4oNj 4.PROWeEla•_xEcLEARANce AT ELECTRICAL: 'MAHOGANY`AT ALL WALLS WTHOUT CABINETRY RECESSED CAN TRJM BENJAMIN MOORE PAINT#1B 1037. REQUIRED. PLACED ANYCLOSERTHAN 20WA FROM EACH OTHER. aL—cIR—(x•cLe R AT PROVIDE AN ELECTRICAL OUTLET ON EVERY WALL. DOES NOT NEED CEILING:FROWIce aoeR IaAat PaNr REAvr ee sxuL caowlrare Au Au FATdlae rooul CHNR5,TABLE,MILLWORK,WORKSTATION,SCALE: UNDERCUT DOOR IA", ixreuoR rwlsHe,151iG zAFarAY TO BE ON AN ISOLATED GROUND. 9'HIGH 2'X 4'T-BAR CEILING. PLEASE REFER TO VENDOR AND MASTER EQUIPMENT L15T FOR COAT HOOK,KE5TRDOM SIDE.DRILL WILL BE PRE-DRILLED FOR SURVEY ITEMS: RaER ro oalOrt unreelA vAie Fat FIxISIEs ceeoR cans as MarERLvs. LIGHTING: CHAIRS,TABLE,MILLWORK,WORKSTATION,SCALE: CONTACT AND SPECIFICATION INFORMATION HARDWARE. IS THE PHARMACY FITitU WITH TYPE"HA","HB'OR"HB 1'LIGHTING WILL BE LOCALLY SWITCHED AND NOT ON EM5 PLEASE REFER TO VENDOR AND MASTER EQUIPMENT UST FOR PLUMBING FIXTURES: HVAC: • PIXTURE5 WITH LOUVERS? CONTROLS. CONTACT AND SPECIFICATION INFORMATION SINK/BOWL:CORIAN GRANOLA OR W L50NART 50LID SURFACE HARD LID 15 SURFACE MOUNTED,T-EAR 15 RECESSED J SEATING AREA LIGHTS SHOULD BE CONTROLLED BY THE ELECTRICAL: BEIGE TEMPEST#153OTM LAVATORY SEMI-COUNTERTOP SINK W/ FOR COLOR AND MATERIAL INFORMATION FOR ADJACENT 5PACE5 • 15 THE WAITING AREA FITTED WITH TYPE"B I'3-LAMP 2X2 - ""'" PHARMACY WORK AREA LIGHT SWITCH. PROVIDE AN ELECTRICAL OUTLET ON EVERY WALL, 150LATED HARDWARE,ETC. AFFECTED BY RETROFIT REFER TO ISE DECOR COLORS AND • BRUSHED ALUMINUM 12-CELL FIXTURES?FIXTURE(PHD):JUNO(2)CF26DT)FAIN/I RECE55-MOUNTED GROUND FOR THE 2 OUTLETS AT THE COUNTER.PROVIDE TOILET:AMERICAN STANDARD"CHAMPION 4"WTH TANK,LOCATE MATERIALS IN GENERAL CRITERIA INFORMATION. OVER THE CONSULTATION COUNTER AND CASH REGISTER IS COMPACT FLUORESCENT DOWN LIGHT ETHERNET PORT,BOX AND WALL PLATE(2). VALVE FOR TOILET TOWARD WALL SIDE TO HIDE VALVE STOP AND ?HERE I TYPE"D7 W/8'APERTURE,BLACK REFLECTOR AND LENS,PRODUCT CODE UGHTING: SUPPLY LINE.LOCATE FLUSH HANDLE ON ACCE55 SIDE,AWAY PHARMACY AREA LIGHTING INFORMATION: • 15 THE GONDOLA IN FRONT OF THE PHARMACY LIGHTED WITH 2n c or tiro- a wV1 5P 13084-BBC LIGHTING WILL BE LOCALLY 5WTCHED AND NOT ON EMS FROM ADJACENT WALL.WHEN TOILET FLUSH HANDLE IS ON THE INTERIOR PERIMETER SIGNAGE: , TYPE'CA'FIXTURES SPACED NO MORE THAN 4'O.0 ARE oval ei c,.se plea Y STOREFRONT: CONTROLS. LEFT(FACING THE TOILET)THE TOILET FIXTURE IS A ONE PIECE UNIT. WALL LETTERING THAT 15 NOT ILLUMINATED FROM THE BACK USE THEY BETWEEN V TO 0(PREFERRED)OUT FROM THE r i'e an, Ln - / STOREFRONT MFRAACOLOR:WO FIXTURE(PH6):COOPER INDUSTRIES(2)F02818351XPISSkCO 2%4 WHEN THE FLUSH HANDLE NEEDS TO BE ON THE RIGHT FOR ADA rn Pm»t.,t..xeM;n"t ,coal (I)2-LAMP TYPE M4 OR UR FIXTURE SPACED(I J PER(8)LETTERS GONDOLA AND AIMED TO HIT THE MERCHANDISE?(<12' =e 'STOREFRONT COLOR:WOOD(POPLAR)FRAMED STOREFRONT DIRECTpNDIRECT W/SAFEWAY PROTOTYPICAL WRING,PRODUCT THEN A TWO PIECE TOILET FIXTURE NEEDS TO BE ORDERED IT OF SIGNAGE,THE M FIXTURES ARE MOUNTED AT NOMINALLY 4'-O° CEILING USE TYPE'CE7 - ;.or c:,,,:eI the p STAINED AND FINISHED TO MATCH"FORMAL MAHOGANN CODE 5P2X42L28-MOD. INCLUDES A SEPARATE TANK DESIGN. - .a.a.x � GIA2ING:FROSTED VINYL APPLIQUE APPLIED TO THE GLA55 PANES DOOR: TO 5'-0"FROM THE SOFFIT WALL.IN STORES WTH CEILINGS USE . IS THE LAMINATE GAP ON THIS GONDOLA EXTENDING 0"OfF .:::as snsll:.0:.... P1pYJpL`RO4x""' io,x ELECTRICAL: THE 2-LAMP TYPE M4 MONOPOINT FIXTURES AT+15'-0"AFF,FOR THE BACK WALL OF THE GONDOLA?IF THE COUNTER TOP IN BELOW THE TOP TRANSOM HEIGHT LEVEL SOLID CORE STAIN QUALITY BIRCH WOOD DOORS 3'-O'X 7"-0' PROVIDE AN ELECTRICAL OUTLET ON EVERY WALL.THI5 DOES NOT OPEN CEILING STORES USE THE M5 TRACK FIXTURE.M FIXTURE5 FRONT OF THE PHARMACY 15 DEEPER THAN I O YOU MAY rti m m - 5TOREFRONT DOOR: WITH ELECTRIC LOCK,DOOR STOP,CLOSER AND SILENCER.STAIN NEED TO BE ON AN ISOLATED GROUND. m ARE NOT DESIGNED NOR SHOULD THEY BE USED FOR LIGHTING NEED TO INSTALL THE TYPE EL-LEDS STRIPS UNDER THE FRONT STOREFRONT DOOR TEMPERED GLA55 WITH COLOR AND FINISH TO TO MATCH"FORMAL MAHOGANY"W/ACRYLIC POLYURETHANE- UGHTING: ANYTHING BUT THE SOFFIT WALL AREAS.DO NOT USE M FIXTURES EDGE Of THE SHELF TO ADD LIGHT TO THE PRODUCT ON THE MATCH STOREFRONT. LOW LUSTER FOR LIGHTING PRODUCT,THE CRI 15 NOT SATISFACTORY FOR TOP SHELF. 1 I UGHTING IS CONTROLLED WITH MOTION AND PRESENT SENSORS 3'-C"X T-O"WITH DOOR BOTTOM,THRESHOLD,WEATHER STRIP FRAME:PAINTED HOLLOW METAL PAINT TO MATCH ADJACENT AND 15 NOT UNDER EMS CONTROLS. D13PIAY LIGHTING.DO NOT USE M FlXTURE5 FOR AMBIENT (2)SOLID CORE WOOD DOOR (IWOOD e TEMPERED GLA55 DOOR O WOOD t TEMPERED GLASS DOOR O° WOOD DOUR AND DOOR HOLDER. WALLS FIXTURE(PHC):JUNO CF2GDDE/IW830 RECE55 MOUNTED LIGHTING. se IT IS AGAINST COMPANY POLICY TO DISPOSE OF ANY TYPE OF LAMPS see a FOR SFEcs lNnat eozro• acxl•,r s•esc•a FRAME:COLOR AND FINISH TO MATCH STOREFRONT. BUTTS:(3)HAGER 881279 4 'X 4 Vz'X 652 COMPACT FLUORESCENT DOWN LIGHT W/6"APERTURE,BLACK NEW LIFESTYLE EVOLUTION DECOR LIGHT TROUGHS ILLUMINATING THAT CONTAIN MERCURY IN THE STORE TRASH. DO NOT PURCHASE FESrPOfM' SEE b/a9 FOR a•aB UOat IT use roR SFEu twat s�aLTAT-xEGS LwcR ELMS:BY MANUFACTURER LOCK:BEST 93KOD-14D-53-626(LATCHSET)483T7K-5TK-626 REF LECTOR AND LENS. STOP" `vTO�Ro"r 'coR"•1TAT1O1 PO°"' THE DEPARTMENT SIGNS USE THE REPLACEMENT LAMPS OF ANY KIND AT YOUR LOCAL HARDWARE LOCK:WA CYLINDER::W DOORS: TYPE FPB SINGLE LAMP STRIP FLUORESCENT LIGHTS THAT RUN,AS STORE AS SAFEWAY U5E5 VERY SPECIFIC COLORS AND CYLINDER:BEST 1 E7C4-C 181-CRI0.626 t BEST PUSH-PULL:O SOLID COKE 57NN QUALITY BIRCH WOOD DOORS 3'-O 17"-O" CL05E AS POSSIBLE,THE ENTIRE LENGTH OF THE LIGHT TROUGH LOW-MERCURY LAMPS.THE LAMPS ARE VERY SPECIFIC AND U51NG _ I/4"THK ACRYLIC PLASTID I E74-C 181-R71 D626 STOP:TRIMCO 1270WV WITH LOCK,DOOR STOP,CLOSER AND SILENCER. REQUIRES ADA THE INCORRECT LAMP WILL NOT ILLUMINATE THE PRODUCT ///JJJ��\ � ,,,,• I/4"THICK(TYPJ BACK6ROUND PER A.D.A PUSH-PULL:BY MANUFACTURER CLOSER:NORTON P8501 BF SIGNAGE.STAIN TO MATCH"FORMAL MAHOGANY"W1 ACRYLIC 50 THAT THE LIGHTS ARE NOT VISIBLE FROM THE FLOOR. - - �m m PHOTO PANELS ON THE UPPER SOFFIT WALL USE A SINGLE TYPE CORRECTLY. STANDARIrr il'P. STOP:WA SILENCER:It 307D POLYURETHANE-LOW LUSTER. F25MP TM20W/CMH MONOPOINT PENDANT TRACK HEADS AT 4'-O" WITS FIGURE ON BLUE CLOSER:NORTON P8501 BF SIGNS:WA FRAME:PAINTED HOLLOW METAL PAINT TO MATCH ADJACENT -6'-0"FROM WALL.USE 2",18',OR 24'STEMS DEPENDING ON BACKGROUND PER A.D.A. SILENCER:WA EXIT DEVICE:WA WALLS CEILING HEIGHT.THE TRACK HEAD NEEDS T"STEMS CENTERED IN THE �»• pw, aw. Rxm STANDARDS-TYR SIGNS:WA KICK PLATE:NA BUTTS:(3)HAGER US 279 4 Vz"X 4 ih"X 652 PHOTO PANEL TOP TO BOTTOM AND SIDE O SIDE CENTERED SIDE AS RADIUS CORNERS-7YP. EXIT DEVICE:WA VON DUPRIN UP EXTERNAL POWER LOCK:BEST 93KOD-14D-53-626(LATCH5ET)t 83T7K-5TK-626 MUCH A5 POSSIBLE.AIM THE LIGHT TO THE CENTER OF THE INTERIOR M15C,:PEMKO DOOR BOTTOM 315CN X DOOR WIDTH .� SECT'DN I < ELEVATION SCHEDULES MEN5 TOILET W0MEN5 TOILET UNISEX TOILET BUILDING AI BI ENTRY SIGN ELEvarIDN 11-108 �+ ACCESSIBLE RESTROOM & BUILING ENTRY SIGNAGE SYMBOL 1/4"=1'-O RX DESIGN CRITERIA — A1.3 " I • (E) #10 5GREW5 4x BLKG. W/ 2x BLKG. ® 24" O.G. LOS ANGELE 624" O.G. TYP. SIMP. A35 E/E _ 2'-0"MAX. y W/SIMP. A55 o E/E (N)5/6"TYPE'X' ° LINE OF NEW 5AWCUT-ROUGHEN \ GAS ON(N)1-5/8" EDGES OF SAWGUT PRIOR TO p / METAL STUDS POURING NEW GONG.,T'YP. K (E)C.M.U.WALL FASTENED TO(Ej O MASONRY WALL (N)GONG.TRENCH DRILL L W/HILTI X-U SOT "'.. PATCH TO MATCH ''._+ THOLES ISTAGGEREDI®4'24"O PINS®32"O.G.TYF. -�" EXISTING ADJACENT OPPO5ITE SIDES OF TRENCH TO 18 GA.TRACK WITH 2-#8 SMS CONCRETE - - RECEIVE#4 DOWELS X 1'-0"LONG HILTI POWDER DRIVEN n w 20 GA SLP-TRK �'I I I FASTENER 5 O.I'I"f x I /2'LG. (E)GOO. M rn (E) 2x SUB A ro SLAB®2a oG SLAB 4^ (E)GONG. „�,°�°E (IGG ESP-1042) W/(2) PURLIN ESR#23T9 NN.o) n SLAB Y v o (e) 2x SUB-PURLIN I (COMPLIES W/2006 IBC) Q 7 c�'0,� #10 5GREW5 ® 12" O.G. (a 24" O.G. ® 24' O.G. o c NALL r1(CUMMQOY Q = -LL K STUD WALL PER PLAN 'i STUD PER PLAN [E]FINISH FLOOR LLI -i- & " PATCH VAPOR BARRIER 6 5AND = a)H G O CUSHIONS,AS OCCUR TO MATCH 'a U 00 L)3 5 5/8" FURRING EXISTING _m�z I- JOIST PERPENDICULAR O JOIST PARALLEL M_ ' �� p Mav3J uJM3N X ~ o J • CY 0 6 WAaLL TOP TRACK TO ROOF WALL TOP TRACK TO ROOF 5- 4WALL FURRING WALL BOTTOM TRACK TO SLAB TRENCH POUR BACK DETAIL J THE FOLLOWING NOTES WILL BE ACCEPTABLEI/4"VIA SCREW EYE IN PLANS AND SPECIFICATIONS FOR CEILING FULL THREAD EMBEDMENT S�UCTU z SYSTEMS W05E TOTAL MIGHT IOLUDIN6 AIR CONDITIONING GRILLES AND L16HT FIXTURES TYP 12 GA.VERT HANGER 4rF� DOES NOT EXCEED FOUR(4)PSF,HEAVIER SYSTEMS AND THOSE SUPPORTING LATERAL (1 1/4"MIN) WIRE 0 2'-0"EA WAY W/ 12 GA.BRACING WIRE LOADS FROM PARTITIONS WILL REQUIRE SPECIAL DESIGN DETAILS.SUSPENDED ACOUSTICAL MIN 3 TIGHT TURNS IN W/MIN 4 TIGHT TURNS CEILING SYSTEMS SHALL BE INSTALLED IN ACLORDANOE M G WITH THE PROVISIONS OF AST BOTH EN05 OF WIRE IN 1 1/2"BOTH ENDS 655 AND ASTM G 636 AND CBC 1615.1. AND CBC TABLE 25-A,16-0 AND 1613 OF ARE(TYP). (1) 12 GA.(MIN)HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'0'X m f ASSEMBLY 70 4.0'GRID SPACING ALONG MAIN RUNNERS. COMPRESSION STRUTS TO CONFORM WITH IGBO (2) PROVIDE 12 GA.HANGER WIRES AT THE ENDS OF ALL MAIN AO CROSS RUNNERS START V MIN FROM REPORT#ER-1939/ WITHIN 8"FROM THE SUPPORT OR WITHIN I/4 OF THE LENGTH OF THE END TEE, PERIMI7ER WALL AND LA.R.R.22343 WHICHEVER IS LEAST,FOR THE PERIMETER OF THE CEILING AREA. END BRACING WIRE CONTINUE AT 12.O.O.,TYP. CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORGES MAY BE USED IN LIEU OF THE 12 GA.HANGER (D)AT WOOD JOIST OR RAFTER - WIRES SUBJECT TO BUILDING DEPARTMENT REVIEW AND APPROVAL. / [ (3) PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT I SAFEWAY 24' [E]METAL 5TLUS OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, _ MAX ®24'O.C.(E)CURT IN WALL) STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS,5OFFIT5 OR q5° q5° DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN I AND 6 OUT OF MAX MAX 4-1 1/2"X 9 GA STAPLE5®8 GA WIRE 3-I [N]1/2"THK.PLYWD. PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. (TYP) ) (4) CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT (3` I .6A STAPLES U.O.N.®EA ARE LOOP (2)#10 5M5 a 24'O.G. PLYYD.W/#10 514 TO (3"DIA.MIN) f�Ttb cLe..forT s 6^oa. T CUG" WALLS. CEILING GRID MEMBERS SHOULD EI AT LEAST SYSTEM INCH FREE S, OTHER i WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE •.;:.; END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 5/4 i ® 4 INCH CLEAR OF WALL. MAIN RUNNERS f �CRO55 RUNNERS(5 5) AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR GR055 RUNNERS ARE NOT 2"MAX FROM BRACING CONNECTED TO THE ADJACENT WALL,PROVIDE INTERCONNECTION BETWEEN THE WIRES TO CROSS RUNNERS - - a M)STOREFRONT FRAMING (2)-10 5GREW5 AT RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A STRUT SCHEDULE EAQI STUD 16 GA.WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. HANGER WIRE SPAN STRUT U WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL BRALING WIRE ,T [N]562-5162-55 METAL DF RUNNER 15 12"OR LESS. THIS INTERLOCK 15 NOT REQUIRED. STAPLED NOTE: O-O'TO CL6.JOISTS#24'O.G. 4'-0"TO CU2TAIN WALL (6) PROVIDE SETS OF FOUR 12 GA.SPLAYED BRACING,WIRES ORIENTED 90 SEE DTL G,D,E,6 F THIS StH'f FOR Be MIL TRACK TYP. DF1 RE'ES FROM EACH OTHER AT THE FOLLOWING SPACING: 1/4"DIA.5TANLINE WOOD CONN OF BRACING 6 HANGER WIRES TO 6'-O"TO YV#10 SM5.TO STUDS. (A) FOR RETAIL BUILDIN65,PLACE SETS OF BRACING WIRES AT A SPADING SCREW ANCHOR OR EQUAL STRUCTURE ABOVE 8'-0'TO NOT MORE THAN 12 FEET ON CENTER. - m 4 TIK.TYPE'X'GYP.BD. (B) PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACINGS GIVEN IN YV#10 S.M.S.#6"OO.6 (A)ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL (G)ACCEPTABLE ATTACHMENT FOR 12,ON FIELD. LEILIO OFFSETS. THE SLOPE OF THESE WIRE5 SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUGHT WITHOUT ACOUSTICAL CEILING GRID CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRE5 ARE NOT TO BE ry D 2!PERMITTED WITHOUT SPECIAL BUILDING DEPARTMENT APPROVAL. (T) FASTEN HANGER WIRE5 WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES SCREWED - w WITH 4 TIGHT TURNS . MAKE ALL TIGHT TURNS WITHIN A D15TANCE OF 1-1/2 INCHES. Q HANGER OR BRACING WIRE ANCHORS To THE STRUCTURE SHOULD BE INSTALLED IN (C)AT WOOD JOIST OR RAFTER I° 2 /2:� SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORGES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING,CAN WAIVE THE 1-1/2' REOUIRMENT,BUT THE NUMBER OF MAIN - 12 GA.HANGER TURNS SHOULD BE MAINTAINED AND BE AS TIGHT A5 FO5516LE. N (8) SEPARATE ALL CEILING HANGING AND BRACING INZ5 AT LEAST 6 INCHES FROM ALL RUNNER - WIC EXISTING WOOD UNBRAGED DUCTS,PIPES,CONDUIT,ETC. IT 15 ACCEPTABLE TO ATTACH LISWKE16HT J015T OR NEW ITEMS,SUCH A5 SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4"NOMINAL DIAMETER, 5• WOOD MEMBER TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO THE BUILDING DEPARTMENT. (9) ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL 2-#12 X 2 1/2" POINT OF FORGE EQUAL TO THE WEIGHT OF THE FIXTURES. 1 '' I'`- ROUNDHEAD TANGENCY M (10) FLUSH OR RECESSED L16HT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING MIN 3 TIGHT GRO55 RUNNER WOOD 51-REW5 LE55 THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY TURNS CONDUIT STRUT DUTY GRID SYSTEM BUT,IN ADDITION,THEY MUST HAVE A MINIMUM OF TWO 12 GA. FLATTEN TOP FOR M SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND (B)ACCEPTABLE HANGER WIRE ANCHORAGE •-/ [-� Q ANCHORED TO THE 5TRIGTURE ABOVE. ALL 4 FT.X 4 FT.L16HT FIXTURES MUST HAVE 7 SOFFIT DETAILS SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES CONNECTION TO GRID CN 7_ 0 W AND AIR TERMINALS OR SERVICES WEIGHING 56 POUND`OR MORE MUST BE TF 1"'1'-O" INDEPENDENTLY SUPPORTED BY NOT LE55 THAN 4 TAUGHT 12 GA.WIRES EACH (ALTERNATE) Lr7 ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE 'aJ -_ TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUGHT 12 GA.WIR-5 INCLUDING THEIR SPACERS MAY BE SLOTTED W W ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES ANGLES OR CHANNELS Al ROOF JOIST THE WEIGHT OF THE UNIT. DIAMOND POINTS OF SPRING STL CHANNEL J :n (ICI ALL FIXTURES AO AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY WHICH SNAP TIGHT TO PREVENT GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUGHT 12 MOVEMENT OF STRUT W^ GA.WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE O i^~-1 r•-I ABOVE. Q1 2-#10 X 1 1/2"ROUND a (12) SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES U _ HEAD WOOD 5GREW5 WHICH 5URROUJD THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE AT EA VERT.STRUT STRICTURE ABOVE BY A 12 GA.WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT //� ONLY TO THE RUNNC-R ARE OT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN i 8"MAX. �/ LIGHT FIXTURES ARE 8 FEET OR LONGER. (13) SUPPORT PENDANT MOUNTED L16HT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE ? 12 GA.HANGER WIRE SEE CAPABLE OF SSUPPORTINGA4 TIMES THE HEIGHT OF THE FLES PASSING THROUGH EA HXTURE.�SPECIIAL DETAILS 5 z i TYP.(SEE NOTE I) CONDUIT (FLATTEN ARE NECE95ARY FOR THI5 CONDITION OF THE CEILING GRID. 3/4 I TOP FOR Z (14) CLASSIFICATION OF CEILING GRID 15 HEAVY DUTY,BY'DONN." MANUFACTURER'S I ANCHORAGE) O 71 CATALOG NUHEER-MAIN RUNNER:OX24 MANUFACTURERS CATAL06 NUMBER-CROSS WALL CONNECTION (FJ (N)PLYWOOD TO(E)GL6.HT."A.F.F. (E) RUNNER:DX216 OR EQUAL MANUFACTURERS CATALOG NUMBER OF DETAIL FOR RUNNERNX\ ANCHOR TO WOOD CURB TO MATCH(FJ SPLICE:DX TEE SUSPENDED CEILING-LOS ANGELES CITY R.R.#22174 'DONN" MAIN OR CRO55 STRUCTURAL \ WIDTH OF E)OPENING SUSPENDED CEILING SYSTEM. CLASS 1 0-25 FLAME SPREAD PER ASTM E84.AND WNNER ELEMENT (F)TYPICAL COMPRESSION / SEE PLAN SPREAD FLAME RATING(805.1,AND TABLE WEE). STRUT DETAILS NOTE: ACOUSTIC PANEL FOP RIVET PER 18 GA.TOP 6 BOT. ALL PREP AREAS TO HAVE HOT DIPPED GALVANIZED"T's'WITS AN ALUMINUM CAP. TRACKS WITH#10 CEILING SYSTEM DXLA 24 WHITE 004 BY DONN.AT HOODS CEILING TO BE RATED SIDESMANUF SPECS®2 5 5/6'x 20 GA.INFILL METAL STUDS®16': SLOTTED ANGLE SPACER W/HO IZ bd MANES ONLY O.L.I.GB.O.#ITISP WITH TEK 5GREW5 TO WOOD 5GREW5® HOUR(SYSTEM BY DONN)FOR A DISTANCE OF 18"BEYOND HOODS. RIN6,51HANK NAIL(SEE NOTE 2) TOP 6 BOT.TRACKS 12"O.C.TO[E]WALL (15) EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS,SPRINKLER ALTERNATE LOCATION HVO NAIL. -SEE 2/AI.4 FOR HEADS AND OTHER PENETRATION5,5HOW A 2"OVM51ZE RING,SLEEVE OR ADAPTER NOTCHING PERMITTED ONLY AT RUNNER. STANDARD W/2" 2 X ELKS w/ 3-1 1/2'X 9 FLR CONNECTION THROUGH THE GEILIO TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1"IN ALL min. WIDE EDGE 2-16d EA END GA STAPLES ^' - HORZONTAL DIRE-GTIONS. ALTERNATIVELY,A SWING JOINT THAT CAN ACCOMMODATE CLOSURE L ORB_ I"OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS 15 PERMITTED TO BE SUPPORT MIN. STRONGHOLD nu PROVIDED A7 THE TOP OF THE SPRINKLER HEAD EXTENSION. SEE DETAIL 9/A-1.3. NOTES. .-"NAILS®EA (16) CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. Iss an a or g (I) 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS. WIRE LOOP (IT) VERTICAL HANGER WIRES ARE TO BE: :rova o A. NOT MORE THAN 4 FEET ON CENTER (2) NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED B. MUST PLUMB WITHIN I IN 6. WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT. :e MATCH[E]ADJACENT FINISHES L. TIED WITH THREE TURNS IN 5 INCHES. (5) 2A7DDJACENT TO IDESG AL FREE AND THE OTHER 2 SHALL BE WING -..;,es sr:a::e o (15) SUSPENDED CEILINGS SYSTEM DETAILS AND CONNECTION DETAIL ARE PER ASGE"1-05, EXISTING AND SUB-WALL AS REQUIRED. EXISTING SECTION S.SB AND CISCA 5-4 FOR SEISMIC M516N CAT=_60RY D' (A)HORIZONTAL STRUT-TYP (E)AT WOOD JOIST OR BLOCK NON-BEARIN6 3 5/8"x 20 GA.SIDEWALL NON-BEARING STUD WALL STUD WALL INSPECTION NOTE: TRACKS WITH#10 WOOD SPECIAL INSPECTION SHALL BE PERFORMED OF ITS INSTALLATION,EXCEPT WHEN 5GREW5®12'O.G.TO[E]WALL SUSPENDED CEILING I5 IN LIGHT FRAME BUILDING w/505<0.59. ,IT`S OF LAKE ELSINORE PLAN view 13U�LD;IvG DIVISION P F2T�'r.L .. DETAILS F� i �D 11-1 08 - ---- S 1.1 R INFILL WALL DETAILS 1 SUSPENDED CEILING DETAILS 1/2"=1'-0' v2"=r-D" STRUCTURAL ABBREVIATIONS NAILING SCHEDULE STRUCTURAL STEEL GENERAL O AT ID INSIDE DIAMETER ALL NAILING SHALL BE COMMON WIRE NAILS CONFORMING TO t 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOS ANGELE AB ANCHOR BOLTS IN(")-INCH THE LATEST EDITION OF THE CBC. NAIL HEADS SHALL NOT THE A.I.S.C.SPECIFICATION FOR ME DESIGN,FABRICATION, DRAWINGS AND THE SPECIFICATIONS. TYPICAL INTERIOR NON-BEARING STUD SCHEDULE AC ASPHALTIC CONCRETE INT INTERIOR PENETRATE PLYWOOD SHEATHING. CONNECTIONS LISTED ARE AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. O 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING .... ADDNL-ADDITIONAL MINIMUM PERMISSIBLE. DETAILS AND PLANS GOVERN OVER THE WORK OF ALL TRADES AND ALL CONSTRUCTION DOCUMENTS Z STUD SPAN FT 5 5/8"STUDS 4"ST1D5 6"5T1JDS AFF ABOVE FINISH FLOOR JST-JOIST SCHEDULE. 2, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: AND I HALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS. of ANY INCONSISTENCIES OR DISCREPANCIES SHALL BE CALLED TO VE AGG AGGREGATE JT JOINT O I O'-O'THRU 8�-O" 36253T-33 O 24"Or, 40053T-S3 O 24��OC, -- 4. JOIST TO SILL OR GIRDER,TOE HAIL EA.SIDE - 3-8tl THE ATTENTION OF THE ENGINEER/ARCHITECT AND BE RESOLVED ti -- -- - - 0 ---24 - ---- - - A -ALTERNATE SHAPES ASTM A-36 OR EQUAL 8'-I"THRU 16-0" 3625162-45®24'OG 400513T-33®24 OG -- BEFORE PROCEEDING WITH ANY WORK. ..- ---_ -__ _ _�- ALUM ALUMINUM LG LONG B. BRIDGING i0 JOIST OR RAFTER,TOE NAIL Eq.END 2-8tl � J 1601'THRU 20 0 5625162-43®12 OG 4005162-45 0 16 OG 6005162-53 O 24"OG APPROX -APPROXIMATE Ll LIVE LOAD PLATES AND BARS A.S.T.M.A-36 3. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED C, SUB FLOOR SHEATHING AT ALL BEARINGS I'THRU 25 O' : -- 4005162-54 O 12 OG ' 6 00 516 2-55 O I6"OC, ARCH ARCHITECTURAL LLH LONG LEG HORIZONTAL MACHINE BOLTS A.S.T.M.A-307 STRUCTURE.THEY DO NOT INDICATE THE METHOD OF lz6 OR LESS,FACE NAIL 2-8d CONSTRUCTION.THE CONTRACTOR SHALL TAKE ALL ^ W 25'-I" 6005162-43 O I6°OC LLV-LONG LEG VERTICAL ANCHOR BOLTS&PINS A.S.T.M.A-30] MEASURE$NECESSARY TO PROTECT THE STRUCTURE BN BOUNDARY NAILING LS LAG SCREW 1xa OR WIDER FACE NAIL 3-8d AND/OR A325 M In 28'-1"THIRD 50"0' -- -- 50 0 516 2-43 O IT OC DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE, W c BEL-BELOW LT WT-LIGHT WEIGHT 2, BLIND OR FACE NAIL 2-16d PIPE A.S.T.M.A-53 BUT NOT BE LIMITED TO,BRACING AND SHORING FOR I r Mo N C N NOTES BEV-BEVELED GRADE 8 LOADS DUE TO CONSTRUCTION EQUIPMENT,CONSTRUCTION Q 'a O;0.� I. WALL STUDS/CEILING JOISTS IGEO REPORT aER-4945P d LARR#25125 BLDG-BUILDING MAX MAXIMUM D. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2-161 STRUCTURAL TUBES A.S.T.M.A-500 LOADS OF MATERIALS AND ETC.CONTRACTOR AT HIS OWN M M O 2. INTERIOR WALLS DESIGNED FOR 5 PSF LATERAL LOAD. BLK-BLOCK MB MACHINE BOLT E. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-76d GRADE B FY=46 KSI EXPENSE SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO M/��( O e0^C S DETERMINE FIELD LAYOUT OF THE BUILDING FOR PROPER V en �O r 3. PROVIDE LATERAL BRACING AT b'-0"OG MAXIMUM. BLKG-BLOCKING MECH MECHANICAL F. TOP PLATE TO STUD,END NAIL 2-16d ALIGNMENT OF THE STRUCTURE AND ITS ELEMENTS.THIS 0 N 4. FOR GONNEGTION TO SLAB AND ROOF STRUCTURE. 3. LICENSED FABRICATORS APPROVED BY THE BUILDING DEPARTMENT BM MEZ2 MEZZANINE SHALL INCLUDE ANY NECESSARY PRELOADING OF THE O •f0 M r4 SHALL FURNISH SHOP DRAWINGS FOR RENEW BY THE STRUCTURAL L 5. INSTALL CONTINUOUS BLOGKINb AT 4'-O°OG VERTICAL SPACING MAXIMUM WHERE 5T1D5 BOC BOTTOM OF CONCRETE MISC-MISCELLANEOUS G. STUD TO SOLE PLATE,TOE NAIL 4-8tl ENGINEER PRIOR TO FABRICATION OF STRUCTURAL MEMBERS. STRUCTURE TO DETERMINE FINAL POSITION OF THE Q UL w BOF BOTTOM OF FOOTING MIW MALLEABLE IRON WASHER COMPLETED WORK. W d0 ARE NOT FINISHEDON 5 BOTH SIDES EITHER PLYWOOD AND/OR bYP51JM BOARD. H. DOUBLE STUDS,FACE NAIL 16a®za'oc M 0 O b. WALL SFIEATHING FA$TNERS SHALL COMPLY WITH ASTM GI002. BRCG -BRACING MRO-METAL ROOF DECK 4. ALL CONNECTIONS NOT DETAILED ON THE PLANS SHALL BE 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STRUCTURAL = N CD r BRG-BEARING MTL-METAL I. DOUBLE TOP PLATES FACE NAIL 16d O 16'OC DETAILED BY THE STEEL FABRICATOR AND SHALL BE SHOWN :O HJ 3 ENGINEER OF ANY CONDITION WHICH MIGHT ENDANGER THE V 00 N x BRG PL-BEARING PLATE MS ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR METAL STUDS J. DOUBLE TOP PLATES LAP SPLICE 8-t6d STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE � R_ '6 W BTW BETWEEN REVIEW. STRUCTURE. K. TOP PLATES LAP AND INTERSECTIONS,FACE NAIL 2-16d NIC NOT IN CONTRACT 5. HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR 5. A TH AL WORK SHALL CONFORM TO E MINIMUM STANDARDS C CAMBER NO NUMBER L. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOENAIL 3-8d PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED. OF THE LATEST EDITION OF THE CBC AND SUCH OTHER O M W J CC CENTER TO CENTER NON-NOMINAL REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY CIP-CAST IN PLACE N15-NOT TO SCALE M. RIM JOIST TO TOP PLATE,TOENAIL Bd O 6'OC 6. ALL STRUCTURAL STEEL SHAPES SHALL 8E PRIMED WITH A RUST PORTION OF THIS WORK. � j CJ CONTROL(CONTRACTION)JOINT N. CONTINUOUS HEADER.2 PIECES EA.SIDE 16d O 16"OC RESISTANT PRIMER BEFORE SHIPMENT TO THE PROJECT SITE. TYPICAL CEILING SCHEDULE 6. ALL A.S.T.M.DESIGNATIONS SHALL BE AS AMENDED TO DATE. �/ O CTR-CENTER OC ON CENTER 0. CEILING JOISTS OR RAFTERS EACH BRG.TOE NAIL 3-8d 7. AFTER ERECTION IS COMPLETE,TOUCH-UP ALL SHOP PRIMING X J J015T SPAN FT JOIST SIZE 4 SPACING CL CENTER LINE DO OUTSIDE DIAMETER P. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d COATS DAMAGED DURING TRANSPORTATION AND ERECTION. 7. TYPICAL DETAILS AND GENERAL NOTES ON THIS SHEET .a ' CLG-CEILING OJ OPEN WEB METAL JOIST APPLY TO ALL PARTS OF ME JOB,EXCEPT WHERE THEY O'-O"THRU OU 8'-0" 4005162-43 O Ib"OC 8. THE USE OF HIGH-STRENGTH A 325 AND A 490 BOLTS SHALL K CLR CLEAR CPS OPENING Q. CEILING JOISTS,LAP OVER PARTITIONS FACE NAIL 3-16d CONTRADICT WITH DETAILS AND NOTES ON OTHER SHEETS. BE IN ACCORDANCE WITH THE REQUIREMENTS OF CBC. O 8'-I"THRU Ib'-0" 600562-43®Ib"Or, CMU-CONCRETE MASONRY UNIT OPH-OPPOSITE HAND R. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL J-t6d WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, --"'--'" -""---- - --' DETAILS SIMILAR IN CHARACTER SHALL BE USED,SUBJECT CO-COLUMN OWJ-OPEN WEB JOIST NOTES: S. RAFTER TO PLATE,TOE NAIL 3-8tl TO REVIEW BY THE ENGINEER. b J I. PROVIDE CONTINUOUS BRIDGING®H ° CONC CONCRETE Q �MAX. CONN CONNECTION PCC-PRECAST CONCRETE T. 1'BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8tl 8. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL m CONSTR S JT-CONSTRUCTION JOINT PC PIECE U. BUILT-UP CORNER STUDS 16a O 24'OC ENGINEER SHALL NOT INCLUDE OBSERVATION OF SAFETY 2. JOISTS DESIGNED FOR 10 PSF CEILING CONT-CONTINUOUS PCF POUNDS PER CUBIC FOOT STRUCTURAL LUMBER METHODS,BRACING OR SUPPORT AND SHALL NOT BE DEAD LOAD. PERP-PERPENDICULAR V. JOIST OR RAFTER TO SIDE OF STUDS CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. DBL-DOUBLE PL PLATE UP TO 8"DEPTH 3-16d 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR COAST SEE STRUCTURAL OBSERVATION NOTE. DEPR-DEPRESSED PLM)-PLYWOOD REGION AND SHALL BE IDENTIFIED AS REQUIRED BY PS 20-70 FOR EACH ADDITIONAL 4"DEPTH OR LESS '-l8d BY A GRADE NARK OF A LUMBER GRADING AGENCY APPROVED 9, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN DF DOUGLAS FIR PH PERIMETER NAILING BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER ON DRAWINGS. DO NOT SCALE DRANINCS. ,,,ELL DIA DIAMETER PSF-POUNDS PER SQUARE FOOT W. CEILING STRIPS 'nN• STANDARDS COMMITTEE. XXL DIAG -DIAGONAL P51-POUNDS PER SQUARE INCH 1.4 TO UNDERSIDE OF JOISTS.EACH 10. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL DIM DIMENSION PT POINT 2. ALL FRAMING MEMBERS SHALL BE AS FOLLOWS EXCEPT AS BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO 7 DL DEAD LOAD P.3/,/z b BEARING,ONE SLANT ONE STRAIGHT 2-80 NOTED. FABRICATION.ALLOW MINIMUM TWO WEEKS FOR REVIEW BY THE ENGINEER. �(ICTITY DN DOWN R RADIUS 2.3 TO UNDERSIDE OF JOISTS,EACH HORIZONTAL MEMBERS D.F.#i '¢ . n ay.I. tvaat y DWC-DRAWING REINF-REINFORCING BEARING,ONE SLANT ONE STRAIGHT 2-16d VERTICAL MEMBERS 11. WHERE THE PHRASE"OR EQUAL',OR'OR EQUAL AS FOF CAL\ OWLS-DOWELS RE'D REQUIRED APPROVED BY THE 7 ASSUME OCCURS IN THE CONTRACT 6 / A *':/f SBeel ✓/�I 9T D Q USE STRONGHOLD ANNULARY GROOVED AT POSTS AND COLUMNS D.F.#1 C I a9'868 .ISv <iE'n('L�T. InNneer DOCUMENTS, R NOT ASSUME THAT THE MATERIALS. (E) EXISTING SAD -SEE ARCH.DWG. GYPSUM BOARD ANO PLASTER CEILINGS 2x4 STUDS STD.OR BETTER EQUIPMENT,OR METHODS WILL E APPROVED AS EQUAL N ;3l-RG'O LAKE r.l jlN)k'(.&A rel1 lk 1135 EA EACH SCHED-SCHEDULE STRIPS SUPPORTING PLASTER CEILINGS 2x6 STUDS D.F.fl2 UNLESS HE ITEM HAS BEEN SPECIFICALLY SO APPROVED JVt'xa. FOR THIS WORK BY THE ENGINEER. f I N U l i U N.1 , EF EACH FACE SIM SIMILAR I�-z' 1 3. SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY 1'VGI�[LBI NL ;;i•9T;.tF:x^. - "' Jate - EW EACH WAY SJ SHRINKAGE JOINT SHALL BE WIRED IN PLACE IN ADDITION TO 12. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF EWEF-EACH WAY EACH FACE SLH-SHORT LEG HORIZONTAL NAILING, SHALL BE PRESSURE TREATED DOUGLAS FIR. KMN STRUCTURAL ENGINEERING AND NO CHANGES ARE TO lyi4 J EJ EXPANSION JOINT SLV-SHORT LEG VERTICAL 4. FRAMING ANCHORS,MANGERS,STRAPS,COLUMN LAPS AND 8E MADE TO THESE DOCUMENTS WITHOUT THE KNOWLEDGE II c\I EL ELEVATION SM X. BUILT-UP BEAMS SHEET METAL BASES AND HOEDOWNS SHOWN ARE MANUFACTURED BY OR CONSENT Of KMN STRUCTURAL ENGINEERING.WHOSE EN EDGE NAILING SOG SLAB ON GRADE 2.10 OR LESS STAGGERED TOP& 20d O 32.OC SIMPSON COMPANY,BREA,CA. DESIGNATIONS SHOWN ON SIGNATURE APPEARS HEREON. THE DRAWINGS ARE FROM SIMPSON CATALOGUE C-20D2 EOS-EDGE OF SLAB SPECS-SPECIFICATIONS BOTTOM AT ENDS 2-20d OR LATEST EDITION. FILL ALL ROUND AND TRIANGLE NAIL THE ENGINEER ASSUMES NO RESPONSIBILITY FOR COMPLETE- (�� EO EQUAL SQ SQUARE HOLES WITH NAILS TYPICAL. CONNECTORS USED OTHER THAN NESS OF PLANS FOR BID PURPOSES PRIOR TO ISSUANCE OF EQUIP-EQUIPMENT SS STAINLESS STEEL SIMPSON STRONG-TIE PRODUCTS SHALL BE AT THE RISK OF JAFEWAY 2.12 AND LARGER(STAGGERED)1/2"BOLTS O 24'OC THE BUILDING PERMIT.1 ! EXP B-EXPANSION BOLT STAG-STAGGER THE CONTRACTOR. KMN STRUCTURAL ENGINEERING DOES NOT ACCEPT ANY RESPONSIBILITY NOR GUARANTEE THAT OTHER 14. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO X'24 6r,i I EXT EXTERIOR STO STANDARD CONNECTORS ARE EQUIVALENT IN ALL RESPECTS INCLUDING INCLUDE ALL LABOR MATERIALS AND SERVICES NECESSARY 1 ot3 �.�c STIFF-STIFFENER LOAD CAPACITY,QUALITY AND/OR PERFORMANCE TO SIMPSON �/ / WASHER SCHEDULE FOR COMPLLTON OF ALL WORK SHOWN,DESCRIBED OR H XT! FAB-FABRICATE STI- STEEL STRONG-TIE PRODUCTS, REASONABLY IMPLIED,BUT NOT UNITED TO THAT EXPLICITLY FF-i1NI H FLOOR STRUCT-STRUCTURAL 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL 5. PLYWOOD SHALL BE 3/8"SIR I UNLESS NOTED OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. :11 I FFE,-POUTS.FLf ELEVATION SWJ-SOLID WEB JOIST BOLTS BF�RitHG ON WOOD. THE WA.SHER.S 11STED BELOW ..0-0-C0IWOWM-[ME£TAO4DAR0£W,P£4-11. FIG FINISH GRADE SYM-SYMMETRICAL SHALL BE USED IN THE FOLLOWING LOCATIONS: OR PS 1-83. ALL PANELS TO BE IDENTIFIED WITH A GRADE I& ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO EXISTING Q THINS-FLAT HEAD WOOD SCREW A. SOLE PLATES TO FOUNDATION. MARK OF AN APPROVED TESTING AND GRADING AGENCY. CONDITIONS IS OWN AS BEST AS POSSIBLE,BUT WITHOUT I ?Xa�'�TY01 1 i FLG-FLANGE T 24-TITLE 24 CALIFORNIA CODE EXTERIOR GLUE SHALL BE USED. NAILING OF PLYWQOD GUARANTEE OF ACCURACY.WHERE ACTUAL CONDITIONS CONFLICT B. WOOD LEDGERS AND CAPS TO CONCRETE AND MASONRY Pp PRI R T WITH THE DRAWINGS,THEY SHALL BE REPORTED TO THE ENGINEER FN FIELD NAILING TEMP-TEMPORARY WALLS_ g T---j FRO-FOUNDATION THK-THICK SO THAT THE PROPER REVISIONS MAY BE MADE.MODIFICATIONS L. AGAINST 2 x MEMBER WHEN 2 v MEMBER I$BOLTED TO 6. ALL WA NOT SOUDIV SHEATHED OR CONTAINING SHEAR OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT °v FO FACE OF CONCRETE TOC-TOP OF CONCRETE A HEAVIER MEMBER OR IS USED TO MAKE A BEAM. PANELS SHALL HAVE A 1x6 DIAGONAL LET-IN OR APPROVED WRITTEN APPROVAL OF THE ENGINEER. Q FOM-FACE OF MASONRY TOF-TOP OF FOOTING STEEL X BRACE AT THE ENDS AND AT NOT MORE THAN 25' &D / D. STANDARD CUT WASHERS MAY BE USED ELSEWHERE UNLESS ON CENTER. BRACE SHALL EXTEND FROM BOTTOM OF FOS-FACE OF STUD T.0.SLAB -TOP OF SLAB NOTED ON THE DRAWINGS. U _)n-� I FTG-FOOTING TOS-TOP OF STEEL LOWEST PLATE TO TOP OF UPPER PLATE. !X 2� -j TOW-TOP OF WALL 7. AL l STUD PARTITIONS OR WALLS OVER TEN FEET IN HEIGHT } I --- -- I BOLT STEEL WASHERS MALL.IRON GA GAUGE TOP-TOP OF PARAPET SHALL HAVE 2.BRIDGING,SAME WIDTH AS STUDS, iE�:"rt4i GALV-GALVANIZED TS TUBE STEEL SIZE SQUARE ROUND ROUND PREFERABLY AT MID-HEIGHT BUT NOT TO EXCEED 8' Q j VERTICAL INTERVAL GE)GB GRADE BEAM TYP TYPICAL _ GLB-GLUE LAMINATED BEAM T&B-TOP AND BOTTOM 1/2 2 1/2 z 2 1/2 x I/4 2 1/4 z 1/4 2 1/2 x 1/4 g. DO NOT NOTCH JOISTS,RAPIERS OR BEAMS EXCEPT WHERE � J(74 G`R I GT OUT SHOWN ON THE DETAILS. HOLES THROUGH SILLS,PLATES, W -il GWB-GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE 5/8" 2 1/2 x 2 1/2 x 1/4 2 3/4 z 1/4 2 3/4 x 5/15 STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED UONUNLESS OTHERWISE NOTED 1/3 OF THE PLATE WIDTH. USE BORED HOLES LOCATED Q HAS-HEADED ANCHOR STUD 3/4' 3 z 3 z 1/4 1 z 5/i6 3 x 7/16 IN CENTER OF MEMBER OR USE METAL STRAP ON NEAR SIDE. HD HOEDOWN WP WORKING POINT HDR-HEADER WWF-WELDED WIRE FABRIC ]/8° 3 1/2 X 3 1/2%5/16 3 1/2 x 3/B 3 1/2 x 7/I6 4.� NOR HANGER 9. PROVIDE APPROVED X BRIDGING OR SOLID BLOCKING FOR HK HOOK 1" 4 x 4 z 3/8 4 x]/16 4 x 1/2 BEAMS.RAFTERS AND JOISTS OF MORE THAN EIGHT INCHES Q NSA DEPTH AT NOT MORE THAN EIGHT FEET ON CENTER. -SEE HAS HSB-HIGH STRENGTH BOLT 10. BOLTS IN WOOD$HALL BE NOT LESS THAN 7 BOLT DIAMETERS w KAI.IINU AY IVEw A7TU I-C- FROM ENDS AND 4 BOLT DIAMETERS FROM EDGES UNLESS NOTED. LIGHT GAGE STEEL BOLT SIZE BOLT HOLES SHALL BE 1/32"LARGER IN DIAMETER THAN THE PnRr;RL P(AN) 1. ALL STUD/TRACK MATERIAL$HALL CONFORM TO THE FOLLOWING: 11. LAC BOLTS SHALL HAVE LEAD MOLES BORED. HOLE DIAMETER 16 GAUGE AND HEAVIER-50 KSI MIN.YIELD TO BE: PAINTED STEEL PER ASTM A570-GRADE 50 A. SHANK PORTION: SAME DIAMETER AND LENGTH ASTM A607-GRADE 50 AS SHANK. GALVANIZED STEEL PER ASTM A446-GRADE D B. THREADED PORTION: 0.6-0.75 TIMES DIAMETER OF 18 GAUGE AND LIGHTER-33 KSI MIN.YIELD THREAD. PAINTED STEEL PER ASTM A570-GRADE 33 12. HOLES FOR NAILS,WHERE NECESSARY TO PREVENT SPLITTING l ASTM Afi 11-GRADE C SHALL BE PREDRILLED AT A SMALLER DIAMETER THAN NAIL. I� GALVANIZED STEEL PER ASTM A445-GRADE A 13. EXPOSED EXTERIOR NAILS AND HARDWARE SHALL BE GALVANIZED. 2. ALL MISCELLANEOUS STEELS SHALL CONFORM TO THE FOLLOWING: 14. USE MALLEABLE IRON WASHERS UNDER EXPOSED EXTERIOR BOLT 20 TO 18 GAUGE-33 KSI MIN.YIELD HEADS AND NUTS. MALLEABLE WASHERS TO HAVE A DIAMETER 7 C) 16 TO 10 GAUGE-50 KSI MIN.YIELD 4 TIMES BOLT DIAMETER AND THICKNESS 1/2 BOLT DIAMETER. ;rT LJ 3. ALL WEWWG SHALL BE PERFORMED BY CERTIFIED LIGHT GAUGE STEEL 15. DOUBLE TOP PLATES AT ALL EXTERIOR WALLS AND ALL '.--I F'� v IMP ! 521 R-part`t.Ste.14j I S'�^ I WELDERS,CERTIFIED FOR ALL APPROPRIATE DIRECTIONS PER 1981 AWS D1.3. BEARING PARTITIONS(NOT OTHERWISE DETAILED)SHALL I� V.-L12373 L LAP 4'-0"MINIMUM AT SPLICES AND SHALL HAVE 6-16d W W range,.A 92358 Cng.nex. SG 1 WELDING RODS SHALL CONFORM TO THE FOLLOWING: NAILS MINIMUM THROUGH EACH SIDE OF SPLICE IN PLATES. FF"W•F'^ih ii K M N of y 18 GA.AND LIGHTER SHEET TO SHEET-E60XX -1 93T 9':fe PTO SUPPOR' 16 GA.AND HEAVIER SHEET TO SHEET-E]O%X OR E6013 76. SPECIALLY DESIGNED TOP PLATE SPLICE NAILING SHALL BE -^ far.7149^91M1 Date 12-L' 1' MADE WITHIN Y-O"OF SPLICE JOINT. 4. SPECIFIED FASTENERS MUST BE USED UNLESS NOTIFIED IN WRITING AS TO ACCEPTABLE SUBSTITUTES. 17 CBCL FRAMING CONSTRUCTION SHALL CONFORM WITH O 5. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 6. ALL STUDS FOR SUBMITTAL SHALL BE PUNCHED(i.e.WITH SPACING O 24' O.C.)UNLESS NOTED OTHERWISE. v, 7. ALL CALCULATED STUD PROPERTIES.PER AISI SPECIFICATION,ARE In wI BASED ON THE FOLLOWING THICKNESS TABLE: cn 12 GA.-0.1017-97 MIL 14 GA.-0.0713-68 MIL 16 GA.-0.O566-54 MIL 18 GA.-0.0451-43 MIL 20 GA.-0.0346-33 MIL 25 GA.-0.0188 MIL O H1 B. LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER DEC,DOES NOT CONTINUE FULL HEIGHT ON BOTH SIDES.BRIDGING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY SHOWN OTHERWISE WITHIN THIS SUBMITTAL. 9. ALL NOTES FOR CLARIFICATION AND ASSUMPTIONS ARE CLEARLY MARKED AND MUST BE APPROVED OR VERIFIED PRIOR TO INSTALLATION. a,r.>-joiAl L+"U:A t"�Lh4 LAL UJL IS 10. A%TALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK [),. r 1 MINIMUIJ )ti EACH SIFrF WEB PRIOR TO STUD AND TRACK ATTACHMENT,SPLICES IN AXIALLY LOADED "-" 1 fu: - MEMBERS SHALL NOT BE PERMITTED. ce ....� >.-G / 11. TEMPORARY BRACING REQUIREMENTS ARE THE RESPONSIBILITY OF THE ;Urr,c:.esg. -------- _ CONTRACTOR. -- ~ XIssDBnce or 9 a^ 12. METAL STUDS,JOIST AND TRACKS SHALL BE CONNECTED WITH//8v5/8 WAFER -' -^.ot=' Prir..Aek_xAmrrrnl II".;I l HEAD SELF-DRILLING TAPPING SCREWS UNLESS NOTED OTHERSE. P 0(toe a p -- e- e ,. ; WI p elg.oep[.FluvwxL Re�aun o-Is 73. ALL METAL STUDS SHALL BE 62-33'O 16"O.C.FOR 4"METAL STUD pY u WALLS AND 600-5162-43 O 16"T O.C.O. FOR 6'METAL STUD WALLS ADD KE14 2X4 SUB PURLIN TO EXISTING UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2X4 SUB PRLIN NTH 160 NAILS O 12"OC;TY"Fi /_x!y HNG:;_U'.AM LAM ALT.JSE NEW cX4(T?) a400-S162-33 O 16"OC FOR 4"METAL STUD WALLS LL�M EXISTING 2,SJ3 PURLNS ML :CBE REFPAM:MTH iIMP.HU AS REQJ RED FOR!L'ET DP-h.NG S"SHAPE STUDS WITH FLANGE WIDTH=1.625" LAKE EI SIN R E 4"DEPTH OF MEMBER J L CITY OF DIVI� G WALL STUDS/CEILING JOISTS PER ICED,REPORT ER-4943P. 14. USE HILTI KWK PRO SELF DRILLING SCREWS FOR METAL STUD CONNECTIONS. (ESR-2196) PERVIT# NOTES Y, ! A k �L F h M�• 2 �jROOF TOP UNIT DETAILS 11-108 NT5 SNA 1. THE WAD CONTRACTOR SHALL FURNISH ALL MATERIAL,LABOR,EQUIPMENT AND ALL CONTRACTUAL REVISIONS: EXPENSES REQUIRED FOR THE COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM TO THE SATISFACTION OF THE DWNER,ARCHITECT AND MECHANICAL ENGINEER. SECURITY BARS SHALL BE 1/2"REBAR,6"O.C.EACH WAY,WELDED TO 2-X s� 2. THE INSTALLATION SHALL COMPLY WITH AND BE IN ACCORDANCE WITH ALL LEGALLY CONSTITUTED 3/8'COLD ROLLED STEEL FRAME.FRAME SHALL BE SECURED TO CURBED S AUTHORITIES AND CODES HAVING JURISDICTION,AND ALSO ALL OWNERS REQUIREMENTS. OPENING WITH VANDAL PROOF 12^DIA.LAG BOLTS BY G.C. 0 N)`NOMEN 3 3. THE HVAC CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS NOTE: I 01I(�0 6 0 I REQUIRED TO COMPLETE THIS JOB. SECURITY BARS ARE REQUIRED IN ALL DUCTS OVER 12'X12" EF 1 R M N S R-/ 0 0 m I II �ocxGK Rc-1o1 4. THE WAD CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT,APPARATUS,ACCESSORIES HE 12"-^I VENTCAP 4 8.0!.DUCT 0� 0 90 CFM FURNISHES FOR A PERIOD OF ONE YEAR. DUCT CONNECTION I INLET DEMO VENT� 6• U.T.R. 0__j � IX D 14"X 3 Y4 ,,,��yyy RG 10L - 5. COORDINATE THE SIZE,LOCATION AND SERVICE REQUIREMENTS OF ALL MECHANICAL EQUIPMENT 90 CFM �.T AND V�EI•If Fes' VENT 1 j N --I AND DUCTWORK WITH ALL TRADES PRIOR TO THE START OF CONSTRUCTION. REPORT IN AAA""" WRITING ALL UNRESOLVED CONFLICTS TO THE GENERAL CONTRACTOR AND COPIES SENT TO DEMO VENT CAP VENT CAP I EF I 2 THE ENGINEER. 15 AIR FLOW 5 LOCKERNS� 60 6. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS,REGISTERS,ETC.WITH THE ® RG-101 ARCHITECTURAL REFLECTED CEILING PLAN,AND BUILDING SPRINKLER PLAN. 2^X 318•COLD ROLLED O AIR FLOW O 90 CFM FRAME 6"w DUCT 7. SEEEQ STRUCTURAL DRAWINGS FOR EXACT LOCATION OF ROOF OPENINGS AND LOCATION OF ____________ _ _ ___________ U.T_R. UIPMENT ON ROOF. & THE WIRING DIAGRAMS SHOWN HERE ARE FOR THE PURPOSE OF INDICATING THE FUNCTIONAL D7 18 OPERATION OF THE MECHANICAL EQUIPMENT ONLY. ALL FIELD WIRING,ELECTRICAL,OPERATING 5+4fli 0 AND SAFETY DEVICES SHALL CONFORM TO THE ELECTRICAL ENGINEERS PLANS AND H.O.D. - SPECIFICATIONS WITHOUT EXCEPTION. DISCHARGE T--12 34"- f3 9. THIS CONTRACTOR TO BALANCE AND ADJUST ALL DIFFUSERS,REGISTERS,GRILLES AND ETC.,FOR I I THE OPTIMUM AIR DISTRIBUTOR AND MINIMUM NOISE. SUBMIT A QUALIFIED AIR BALANCE AIR FLOW REPORT TO THE MECHANICAL ENGINEER FOR REVIEW. 10, ALL STEEL DUCT SHALL BE NEW GALVANIZED SHEET STEEL,AS INDICATED ON PLANS DUCT 3 • GAUGES,CONSTRUCTION,SUPPORT AND INSTALLATION SHALL BE ACCORDANCE WITH THE 2010 CALIFORNIA MECHANICAL CODE CHAPTER 6 TABLES AND SMACNA 11. FLEXIBLE DUCT FLEX NOT BE ALLOWED ON THE MAIN DUCTS.MAXIMUM 6 FEET OF F DUCT AT THE REGISTERS. 12. ALL TPANSVERSE JOINTS IN THE SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT. USE 4 OUNCE UNIT BASE FRAME 325 CFM CANVAS AND AIRBOL. THE CANVAS SHALL EXTEND 1"ON BOTH SIDES OF SEAM AND JOINT• UucT CORN. Z z aaaaa 13. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR ALL DUCTWORK ATTACHED TO AIR MOVING I 1 0 EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS. FLEXIBLE CONNECTIONS I E) I I SHALL BE APPROVED AND CONFORM TO THE REQUIREMENTS OF SECTION CHAPTER 6 OF THE CMC. SECURITY BAR ASSEMBLY TRANSFER/EXHAUST FAN (COOK GC/GN-120-180) 14. PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY LEGALLY CONSTITUTED AUTHORMES I I CAUFORNIA CONTRACTOR LICENSE No. 80067E AND CODES HAVING JURISDICTION. L N 4B 21112- E)'_ I E)GENERAL 15. GAS BURNING APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH A.GA APPROVAL -I L-J SALES AREA IM)PHARMACY CONDITIONS,MANUFACTURER'S INSTALLATION REQUIREMENTS,AND LOCAL AGENCIES HAVING flx-1am¢ 1 I L JURISDICTION. I i- STAMP 16. ALL DRAINS SHALL DRAIN TO UPC APPROVED RECEPTACLES,FURNISHED AND INSTALLED BY I I DEMO E)SUPPLY PLUMBING CONTRACTOR. GRILLE CAP AND �. #800878 L1 415116' T' .' I ABANDON S.G.DUCT I BRANCH FROM TAKEOFF. O 5 17. ALL WATER PIPING AND FINAL CONNECTIONS FURNISHED AND INSTALLED BY PLUMBING I ua.x.„r O L O CONTRACTOR. awNBn M.C.TO I RELOCATE s SIGN U E 18. ALL EQUIPMENT DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE I G.C.TO PROVIDE LEVEL CURB E)T-SLAT -vr PER 2010 CMC. O UUU I Op Cp COORDINATE WITH STRUCTURAL Nj'NAITIN AREA TO NEW P t ENGINEER FOR ROOF OPENING g•p 38•R LOCATION. SDTCH I P.0 TO RUN CONDENSATE TO AN I PIRES:Od 31,2013 19. ALL LINE AND LOW VOLTAGE WIRING PUPS FINAL CONNECTIONS FURNISHED AND INSTALLED BY R6TIIOOM LIGHT I APPROVED PLUMBING FIXTURE CD- TD-101 EX THE ELECTRICAL CONTRACTOR. I 1 C 0 CFM 10.0 f'"t I 200 CFM 20. ALL DISCONNECTS.TOGGLE SWITCHES,CONDUITS,TRANSFORMERS AND TIME CLOCKS FURNISHED t35 e x A0� N)15*X12*SA.& DL 10.0 B"o AND INSTALLED BY THE ELECTRICAL CONTRACTOR. I �j 11I RA. 8 0 tv O +' U.T.R.TO N)AC-1. 21. THE ELECTRICAL&MECHANICAL CONTRACTOR SHALL REVIEW THE ELECTRICAL PLANS AND E I �� 16 It of I I i o r0 DC DIAGRAMS PRIOR TO STARTING WORK AND CONTACT THE AIR CONDITIONING INSTALLING I 4 RESTR00 8"0 DUCT U.T.R. o, CDNTRACTOR IF CLARIFICATION IS NEEDED TO COMPLETE WIRING.THE ELECTRICAL&MECHANICAL I r 1a yr --..--:.............-.......... I RG-103 CONTR,IN THE PRESENCE OF THE HVAC CONTRACTOR,SHALL PERFORM A SATISFACTORY y/y ""`""-`�' DY -............................ /� '0 8.0 DC 310 OF O a OPERATIONAL CONTROL SEQUENCE BY RINGING OUT ALL CIRCUITS AND CORRECTING ANY WIRING ERRORS. O a}} .' xr VENT CAPS J/// '0 EF - U h h 22. THE ELECTRICAL CONTRACTOR IS NOT TO START THE EQUIPMENT UNLESS IN THE PRESENCE OF 0(RWSF s 1 00 C a zi V THE HVAC CONTRACTOR. FAN DEMO VENT CAP-/ F _PR I _ � � G.C-TO I ACCESS PANEL FOR CNSULTI I O 23. THIS PROJECT SHALL COMPLY WITH THE 2010 CMC,AND 2008 TITLE-24 ENERGY OFWO6NG DIAGRAM-INTERICCK w/LX.YIIS TRANSFER FAN. 1 W Q 'z Q CONSERVATION REGULATIONS. tz' (INSIDE) �*uxx .uv,v -101 RG-101 p 24. MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL MANUAL BALANCING DAMPER AT ALL BRANCH DUCTS. _--- _ UEID wtwuO CFM N)PHARMACY 160 CFM DID O9YfJLLTJCAL LON(RACTOR 23113T n111 111132' STORAGE I MECHANICAL BUILDING NOTES OM 6Y"� � 627132• ( 1 RavIDmOt6'r5rAD1D BY INAC CORTRACTQR (IN31pE) ( \/ 1. ALL CUTTING,CURBING, PATCHING, PAINTING, EQUIPMENT PLATFORMS,AND C STRUCTURAL SUPPORTS, PLATFORMS OR CATWALKS BY GENERAL CONTRACTOR. •11 2. ALL CONSTRUCTION TO CONFORM WITH LOCAL BUILDING CODES. EF WIRING DIAGRAM ROOFTOP HEAT PUMP (TRANS 4wcc3018) PHARMACY/BACK AREA ROOF PLAN SCALE: ,/B•=,•-o" PHARMACY/BACK AREA HVAC PLAN SCALE: 1iB"=11-0• 3. THERMOSTATS TO BE MOUNTED AT 4'-6"FROM FINISH FLOOR ON WALL OR COLUMN UNLESS OTHERWISE NOTED. 4. ALL CONCRETE CUTTING, REMOVAL AND PATCHING BY GENERAL CONTRACTOR. STRUCTURAL MEMgO�MBY - - a 5. ALL TRENCHING,BACKFILL AND COMPACTION TO BE BY GENERAL CONTRACTOR. 1 \ CADDY CLAN i-A 6. ACCESS DOORS,OTHER THAN IN DUCT WORK,TO BE FURNISHED AND INSTALLED 3/B• i� �> BY THE GENERAL CONTRACTOR. 3/8:NUR :"P` �� tEAYIEF CLEMAxeF RIIaNiIOYE Llz O C 3LL7 NLR.z I I 3/9•WASHER.z A B w D 0 7. PERMANENT ACCESS TO EQUIPMENT ON PLATFORM OR ROOF TO BE PROVIDED Vz'Or a Iz z e EwRMEurrON: u.Y W.7n.•z.Ye a. I I •GA.3•WIDESEISMIC BRACING IEYEIEDAfiB( BY GENERAL CONTRACTOR. BEVY BAND W/rD x•nc•4e.00 Ao.oe I:.oo• a.eoBET4D w/3/e' ��n Mllla AIo4z-1.01 FC4YRNRFY nrx zeE FRux errwa6ucwNTRperoRHOLE CENTER3/B•ALLTHREID I ySR BATS AS RE9UIRED E6� B. ATTIC VENTILATION PROVIDED BY OTHERS. O 9. COUNTER FLASHING AND SEALING FURNISHED AND INSTALLED BY OTHERS. - - - - - - I WLEI Y ow __ 1 rHaRw;Rouss 6HID W STRUCTGRAL MEMBERS BY OTHERS WImAnONIsaATDR I .bIQ 10. CURBED OPENINGS, LEVELING CURBS AND STRUCTURAL SUPPORT REQUIRED FOR _ _ _ _ rREaa6xxreocuRe ROOF EQUIPMENT, SUSPENDED EQUIPMENT DUCT AND PIPING,SHALL BE ccur7Rx'"INS I FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. •PRIMARY 1LU1i$11°P HANGERS 1 7 B w s wP usHlNc 11. BURGLAR BARS AND ROOF JACKS FOR VENT TERMINATIONS, FOR THIS SECTION w7ocwc DiscONECT I I ONLY,TO BE FURNISHED AND INSTALLED BY G.C. ew�,cwc 46 3�8 Roof I I 3 12. DUCT ENCLOSURES OR DUCT SHAFTS BY GENERAL CONTRACTOR. DUCT I I w,conR rAr DUCT _ RETURN �3 5/8 _sys:NcsTRP +rrOANCNORNOIrs I I 13. ONE-HOUR SHAFTS AND FIRE RATED ACCESS DOORS FURNISHED AND INSTALLED AIR FOUnp)FIC-D I I D BY GENERAL CONTRACTOR. Ar>xMa ------ sc - SAIR Y aiaPoucT AIR ova =--EH ■ Z BUILDING GENERAL NOTES I 1 Fr��(D Y'�` Of ALL DUCT5 AND DUCT HANGER,^?ARP TO MEET Ar`PLICADLE MECHANICAL CODE. 2 3/16 f2L Cou • W O GENERAL NOTES: 15 9 1 2 E s wA" aY EIEcr.courB.+ J 1. ALL CUTTNG,PATCHING,PAINTING,CURBING,AND STRUCTURAL SUPPORTS ARE TO BE PROVIDED BY C.C.. Q 1. CONTRACTOR TO GUARANTEE THIS WORK FOR A PERIOD OF ONE YEAR. L ALL DUCT SEALANT,DUCT TAPE,DUCT UNING AND DUCT ADHESIVE IS TO MEET APPLICABLE CODES 3 7/8 / 14 ---- FIELIXwIRINc U W 1 ALL FLEXIBLE DUCT CONNECTIONS ARE TO MEET APPUCABLE CODES. BYELECTRICAL CON - a- W 2. ALL AIR DUCTS TO BE GALVANIZED SHEET METAL GAUGES AND INSTALLATION OF SHEET METAL DUCTS 1 1�2 Q TO BE IN ACCORDANCE WITH CHAPTER 6 OF THE CALIFORNIA MECH.CODE 2010 AND SMACNA A ALL SUPPLY AIR DUCTS NOT IN THE CONDITONED SPACE ARE TO BE IN-Tm PFR UMO O ar LY Hvm coNTHACTOR LC STANDARDS. Q ALL SHEET METAL DUCTS ARE TO BE CONSTRUCTED FROM GALVANIZED STEEL LIJ 5 3. AIR DUCTS PENETRATING THROUGH FIRE-RATED WALLS OR CEILINGS TO HAVE FIRE DAMPERS. FIRE U) DAMPER CONSTRUCTION AND INSTALLATION TO CONFORM TO THE CITY AND STATE FIRE MARSHAL'S (D W RULES AND REGULATIONS. DUCT INSTALLATION DETAILS ROOF MOUNTING FOR CURB FOR 4WCC3018-36 AC-UNIT MOUNTING & DUCT PENETRATION DETAIL HEAT PUMP WIRING DIAGRAM O 4. AIR DUCTS TD BE INSULATED WITH A 1-%"FIBERGLASS DUCT INSULATION (MIN. R VALUE OF 8) /n � LiAND V FACTORY-APPLIED VAPOR BARRIER. INSULATION TO BE INSTALLED IN ACCORDANCE WITH A `1 MANUFACTURER'S RECOMMENDATIONS. HVAC SYMBOLS LEGEND SH[EE4 Off]DDEN S. WHERE SUFFICIENT CEILING SPACE IS AVAILABLE, ROUND AIR DUCTS SHOULD BE INSTALLED. SYMBOL AMR DESCRIPMN SHEET DESCRIPTION �!L/ 6. AIR QUANTITIES TO BE BALANCED AS SHOWN ON DRAWINGS. INSTALL DAMPERS AS NEEDED TO mLnlwr snanulc RFETAtpIce BALANCE THE SYSTEM. AIR BALANCING TO BE DONE BY AN INDEPENDENT AIR BALANCING CONTRACTOR (�-1 HVAC & ROOF PLAN PER AA.B.C.OR N.E.B.B. STANDARDS. _ __ mISgoloNlAnNTRrt ce 6011PIETIf DETAILS 7. SUPPLY AIR DIFFUSERS TO MATCH EXISTING DIFFUSERS. �� FxISTY10 oLC�YORx oR F4DYYlR ro EQUIPMENT SCHEDULE M-2 AND TITLE-24 B. RETURN AIR REGISTER TO MATCH EXISTING REGISTERS. TABLE 6-e DUCT GAUGE SELECTION FOR GALVANIZED STEEL DUCTS NFw IYIcrRa6 Da ELIPYdI ROUND DUCT GAUGE SELECTION FOR GALV.STEEL DUCTS 9.BUILDINGHCODE,UNICAL NIFORM RMTEM TO BE MECHANICALLLED CODE,AND NDCLOCCAALCFIRETH STATE AND MARSHALL REGULATIONS,DAS REQUIRED. DUCT DIAMETER PRESSURE<2^wC PRESSURE>2"-a0'wC ® ErHun AWMan GENERAL LEGEND (inches) I R.-Id Flat Oval Sppiiral Seem Longitudinal Seam inch(gauge) inch(gauge) in h(gauge) Inch(gauge) Welded Finings ® SAc. sxr AR ImLc EQUIPMENT REM NUMBER 10. DUCT JOINTS TO BE SEALED WITH CANVAS AND LAGGING ADHESIVE. (REFER TO HVAC EQUIPMENT SCHEDULE SHEET) up thrugh 9 0.019(26) 0.024(24) 0.019(26) 0.024(24) 0.030(22) RAG. RETURN AR oa,r DATE: OB-04-11 11. DUCT LINERS SHALL NOT BE USED. 9thrugh 14 0.019(26) 0.024(24) 0.024(24) 0.030(22) 0.036(20) EQUIPMENT STATUS(gFM00EL ONLY) 12. THE MECHANICAL CONTRACTOR SHALL BRING UP ALL REUSED MECHANICAL EQUIPMENT TO GOOD 14 ihrugh 23 0.024(24) 0.030(22) 0.024(24) O.D3o(22) 0.036(20) ® Lxlwsr amLE E - EXISTING �r- E�S�NORE DRAWN BY; AL M MODIFIED 23 ihrugh 3] 0030(22) 0.036(20) 0.030(22) O.D36(20) 0036(20) rN +v r �_i�LT UNITS. CONDITION, LUBRICATE ALL BEARINGS AND REPLACE FILTERS ON ALL REUSED AIR CONDITIONING HVAC ANNOTATIONS N - NEW ) B �Ar FL'^•fc� SCALE: AS NOTED UNITS. 37 mrugh 51 oA36(20) O.o4](18) 0.036(2D) 0.03fi(20) D.Do OBI °"[� Oclwlar Er R - RELOCATED` 1 r t t T L1 t�/1 7 51 ihrugh 81 0.047(18) 0.058(16) X 0,047(18) D.04](18) J ABBR. DESCRIPTION ABBR. DESCRIPTION U - USED t 11\V CHECKED BY: DG 13. CONTRACTOR SHALL CLEAN UP AND PAINT REUSED MECHANICAL EQUIPMENT AS REQUIRED. sl ihrugh B4 0.058(16) 0.070(14) x OD58(16) 0.Ds6(16) rr1Y�n SA -AR F.P.S. f4T14SFLVID ® °•YP� ABBRIEVATIONS RA larva All, S.F. ,GAVE Frief .LOB N0: E0011-246 G.C. - GENERAL CONTRACTOR 14. CONTRACTOR SHALL TEST, CLEAN AND AIR BALANCE ALL REUSED MECHANICAL HVAC EQUIPMENT, sD SO Ducr stA.a oERCIOR EA EMWFT AR E.S.P. FXIwWML 19 hlala. H.VA.C.C. - HVAC CONTRACTOR }'.}} PLAN N0: SR11-0246 MAKE-UP AIR UNITS, GAS HEATERS, EXHAUST AND TRANSFER AIR FANS AS REQUIRED. O DC 000RM�eur O.SJL oultlYa NR M.V.D. MVYML WAIVE IWMBu R.C. - EFREILING IONT ACTORCTOR'-�k"^.r4`f sT `� PLANSHEE TITLE: 15. CONTRACTOR SHALL PROVIDE AS DRAWINGS SHOWING ALL THE CHANGES. T.A. rR.NIRw AW A.F.F. ABdE RNIBIED ELooP R.E.C. - REFRIGERATION ELECTRICAL CONTRACTOR HVAC & ROOF PLAN, a DL oaoA uurtR IXN E[HMIR P.O.C. roar a odA6rnN E.C. - ELECTRICAL CONTRACTOR _ �- 16. DUE TO SPACE CONSTRAINT, MC TO CHANGE THE SPECIFIED ROUND DUCT TO RECTANGULAR DUCT (D T 1FMmnAa soeoR ON ooYN N.I.C. NOf x onxlw4 M.C. - MECHANICAL CONTRACTOR _--� +t-' DETAILS. AT NO COST TO THE OWNER. iNrc os wxi Rr ce a ma"r T° U.T.R. w nw0- S.S. wowlMa ma .a 1 p RH REANEMYW SFSP / GENERAL NOTES .. *��` eAttAe weEl11FD_N CCAA r n D.T.R. ooMl iMu RDDF W WIn1 i SHEET N0: 17. ALL SUPPLY AND RETURN AIR DUCT SHALL RE INSULATED WITH R-B INSULATION AND WITH VAPOR irvAc Dls aAraL Ix E.C. C.F.M. tl,W10 FEET re11 IwAll[ P.D.D. Ixtxr ce Daze. BARRIER. 1. DO NOT SCALE DRAWINGS. T1 T-sm W/NOR azr atcY M.V.D. WNIRL WANIE aNielY P.O.C. roNf a Ar1Nl[Clw M - 1 VONS REMODEL NOTES DUCT GAUGE SELECTION TABLE THIS DRAWING AND THE DESIGN SPECIFICATIONS W 14 ARE THE UNPUBLISHED.COPYMGMED WON OF SOURCE RE'llKCRATION!1A'AC.NC..AND MAY NOT BE USED.CAJF CATED OR DISCLOSED WITHOUT THE WMREN PERMISSION OF SOURCE R6RICERATIONL!RNAC.INC. A.I.MGHTS DESERVED. SDLNCE I-ERATION&MAC.INC.WILL NOT BE REMAOM 1BLE FOR ANY CC/STRL1CT10N WDNT(PEIEORLIm WITH ANY OBSIXEIE PLATS R 6 TE RFSPONSENLITY OF EACH CONTRACTOR TO M SURE THEY AM:USK THE UTEST PLANS REVISIONS: e e ee REMARKS SiR AHV RC .,J 1. R-111 OA b EQUIPMENT SCHEDULE 2. FACTORY INSTALLED FUSED DISCONNECT,AND 120 VOLT-16 AMP GCFI,2 PLUG CONVENIENCE OUTLET. 3. STANDARD I-2"THROWAWAY FILTERS. I'HM f7`S';M21�I ON NFGft. MODEL PROVDEO IRSTALLEJ SUPPLY OUTSIDE C01'NG LOAD(MBH6' HEATNG(MBF- A'`ABLNI LNIERNG A;R(°Pj E�CTRiCAL EF=ICIENCY 'iFICi-R REM1Uu"d':$ 4. MANUAL OA DAMPER 50%. 5. STANDARD DRAIN PANS AND INSULATION LINERS. }Jlt EOLWLJ (ORECZ;IAL) BY BY AR AIR ESP LES 6. BURGLAR BARS BY G.C. CFM CFM IN.W.G. SENSBLE :ATNT I TOTAL I TYPE _DAD I IVPLJT CL TLIT ELL-(FT) DO(F) D3 WB I VOLTS Ph FP MCA MOCP 7- FACTORY CURB. 8. GC.TO PROVIDE LEVEL PLATFORM TO RECEIVE FACTORY CURB. - COOL - 101 82 67 T 11.00 EER PG CONSULT WA1TNG TRINE 4VJCC3D7841000A HVAC M/AC 600 130 , 0.75 I_ 4.1 166 HEAT 16 1.51KW ie 1233 208290 1 10.6 15 370 1-8 ROOMS PUMP HEAT 22 56 13.00 SEER I � EXHAUST FAN SCHEDULE EF REMARKS - 1. ENERGIZED BY LIGHT SWITCH. 2. PROVIDE WITH BACKDRAFT DAMPER. I'EM%o DESCRIPTION I4FGR MODEL '101 D INSTALLED FAN FI F[Rllr/g WEIOHr FEFA4R<S EY BY CFM ESP LZARON LBS CONROL IN.WG VOLTS FI. IF WATLS PHARMACY REST ROOM COOK GC,W HVAC HVAC 90 05 CEILING 12C t rRxnaNx ,m 15 1-2 L1 EF 2 MENSRESTROOM COOK GC-144 HNAC HVAC 90 05 CEILING 120 i /LTIONIL tm 15 1-2 EF 3 WOMANS REST ROOM COOK GGiW I+VAC HVAC 90 05 CEILING 120 1 tux nLwrE 1m 15 1-2 EF 4 ,rENSLOCKER ROOM COOK GC-144 HI WAG 90 05 CEILING 120 1 IIIACTIMA. ,m 15 1-2 EF C WIOMANS LOCKER ROOM COOK GG1W "AL HVAC 90 OS CEI1 120 1 UEALIft 1m 15 1-2 TF CONSULTING ROOM COOK GN 122 E'MPC HVPC 40 DS INLINE 120 1 rRxnGNx 49 15 1-2 I I �aaaaa REVAR4S DIFFUSERS,GRILLES,AND REGISTERS SCHEDULE DIFFUSER FRAME SHALL BE COMPATIBLE WITH CEILING TYPE. c.1ur-o1eNa coNreAcroR 2. DESIGN INTENT IS TO HAVE MAX NC OF 30.IF PLANS SHOW A SELECTION LICENSE N0.800678 j RESULTING IN ANC HIGHER THAN 30,CONSULT THE ENGINEER BEFORE INSTALLATION TO CONFIRM SIZE TF,Na DFSORPTICMN MFGR MODFI_ PROVIDED INSTALLED I CFM MaUi.M FAD£ILISTEO NECK RFP.-0N7K5 3. FINISH.SHALL BE BAKE)ENAMEL TO MATCH ADJACENT SURFACES. BY BY =IPNGE h'PE S� S,7F COORDINATE WITH ARCHTECT ON FINAL COLOR. IN IN �U{aN I CAC ;;0.102 MODULAR 111 US M(:D-3 HVAC HVAC 1'5-240 T-BAR 24X24 SXB 1-3 #800678�q CORE OR EQUAL (OR EQUAL) LAY IN ie w C0.103 MODULAR TRUS MCD-3 HVAC HVAC 241130 T-BAR 24X24 10X10 1-3 CORE Oft EQUAL OR EQUAL LAY-IN N SIGNA U E RG-101 EGG TIT S 5DF-3 HVAC HVAC 0-240 T-BAR 24X24 8X8 1-3 9TF OF GAl1f�2 CRATE OR EQUAL OR EQUAL) LAY-IN I T-BAR RG 103 EGG TRUS 50E-3 HVAC HVAC 1414111 LAY-11 14,121 '.7J(10 1-3 EXPIRES:Oc131,2013 C00 RATE (OR EQUAL) OR EQUAL) WIOBD T0.101 THFRMA_ TRUS T35Q HVAC HIAC 100-240 T-BAJR 24X24 8' 1-3 DIFFUSER (OR EQUAL) (OR EQUAL) LAY-IN 1 HVAC EQUIPMENT SCHEDULE $ o Q 'a o =L` L` Lj a ro CERTIFICATE OF COMPLIANCE and (Pal{'I o13} MECH-10 CEFITIFICATE OF COMPLIANCE (Pal 5 of 5. MECH-10 AIR SYSTEM REQUIREMENTS Part 1 of MECH-2C' FIELD INSPECTION ENERGY CHECKLIST 1Aew"°"" Da+e, - e Veils 2"3 4.2d11 Yaps"2&73 fliWol f Vans 2371, 5C3/201, DOCum talloo Author V'Declaration Statement kxlrau>A1r nmsr cem V mAe1*a+,a.r. cr�ma r» Twd s",m aomw.e Rey{on llom, levau ae .. 3111d Grape St nke f3s&eaee 1p' 459 y m. 1 m C a Ca Nm,m umen onk ,ere 8r�� FEN[M1LL OfOR"Ti- ° Ub+#&R T,. $Y^YF:re a. ..�... t H,rIR'AR lone 0 Nwar'Hew+al ❑ 1N8M14cSflasd@Mw ❑ fhR�rNbtN 6ue#Reprc, anwfkn tie _ffie D ---�. u Sande(PadpWlpAlj ❑ RNPCATMRefSrbrx;SaWd:81dH N om+a tqd 6pwee p uxanGnroroQ84YLM. r!Y .,. S SEAM -..._ MANDATORY NEAWRES VA_ m ant PMNM{AMWYaNr,. ❑6Nwtbm'kw EI Md- O ANIfl1Jit w Stl.E Ga,9aPoMe.'ItM EPF �.'na:M+Mmm FMmnry. +r vrq A9Pv AWFP94++Dt[�rtelk G CAaIPWl0n1 Ll nB ❑ Ufl@R!WNmR.4.L,ICtl,N►el�'. 5 Nrg Y+h•'caila'Y9i fz/454>.'6.. Coe�tM1i Folmw^+EIMe:✓. HINi, ,F p3EFaHd.nFd` wp'0"0zwxw,F s W xm r. 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TAet +>K nV VdPµrtx}M,11I eNAtkhAadrFPa[iiecaKa�TA:aclaMe'gulaatr#+ew#1iParR.ssnPa.aal«mausa%;eecd i�/ Y Fa RSaHenei eM1Hd%&sncE ACa afM mOwSgln Fem CurylarA uia refw[LtearfN. M vX2rcwnm+Nefn¢tu'�)i<tbl-. Ni � �YAV AR(Mp+xsWlNytlrb �¢ ,� N Lf) Q w W z CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Part 3 of 5) MECI44C CERTIFICATE OF COMPLIANCE and FIELD'INSPECTION ENERGY CHECKLIST :jFe14of&jL MECHI MECHANICAL VENTILATION AND REHEATMECH"3C'. � � W Aul.:.�'`.e Onw Naae fi+ImtNama O W uppa 2074 i'V74,RTI vpna z3 &3253t vonr29sJ ��fi"+JiP54 In RB9PIRa AecEPIanFR TeW -T.-WOW j 1`IEGN. r8 1Rp NEDfWlC4LYEMiLA1RML Yi Y ,#NFATLm•TAIfWI L.1.1 Tn.mi aalEx eAs*u. 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Lt 4 ._ ❑ 0 ❑ ,3 ❑ 13 ❑ C 17 ❑ Yl D D 4 n R n ❑ 4 n n n rl ❑ ;{ 4_iTap111epR,.4 ( 1 ! ORE ❑ z1 tx ❑ D 31 u m ❑ b p CITY OF LAKE E`S N - - DATE DB o4 „ E. a;seaR•1:we- � eri,. aa,+.�,nr .naaaa..�A�oac ... r amaw. V i J i {�� DRAWN BY: AS NOTED 13 n n .0 13 S1 a Sd ❑ n- ❑. ❑. c N Trio r t A .-, fi1 (('� f�I O i� AL F1 n a ❑ t] ❑:. ❑ F T7 P n El r) rl y 1 I1 G D 1 Tl n ❑: G Il n n. tY U 4 13 n. ❑ ❑ .. F riwrvw,e Ai ex acre wta aeu.am eeanRa+emtiaaYaWmrenAF1EABAsm'm _Y v SCALE: ;❑ ❑ O'. [t: n T1 ❑ 1'I ❑. ❑ A' 11 ❑ A. a 'a- Rd.du3rkmder::' Turn .P ❑ tT P ❑ 11 a 13 D. � P n. ❑ 23 1 CHECKED BY: DG K cfYM.Ksr ❑ a o v a v v a a n t1 ❑: in ❑ 4I D v ❑ ❑ ❑. ❑ a B u - -.. ❑ n: ❑. u - m �n �, g `�aL r m '.aNlw.uxe,an,mW tlaaikw9kia ��:.1`/ T `----' JOB NO: E0011-246 n n n ❑ D ❑ ❑ Y;i ❑ D ❑: ❑' "13 0 ui'm aeeasa ruw.en m. ree gw`onAx Lima abea0m NemumM oa, cnWmnwana°mPLAN crab Uem.' If I Q :Y. .S.r Re�,Leeer P rid iY re b.i.5_ DY {fiw.N.imba<affY AUFGM' fO8.O5tt..M:K. I@- da.'1 __ . _ sHE>=r TITLE: T xi_ EQUIPMENT SCHEDULE d • AND TITLE-24 SHEET NO: TITLE-24 '•' - MIS DMWW AND THE OESION SP IFC047IONS WIMIN ME THE UNPUBUSIED.COPiMCH1ED WORK OF SOURCE REFRICnLRTON A K.AC.INC..AND MY NOr BE USED,OUN-)CAM OR DISCLOSED IVMOV TIE WTmEN PEAr/ISSION OF SOURCE REFRIGERATION R WAC.INC. ALL RI IS RESERVED. SOURCE,EFPoC❑RA:,ON a WY .INC.ALL w BE R&^rJK->6i FCR ANY CONS1Rl,LTION 0.W OBSO=PL'& IT IS'iE REI NCBURY OF EACH WN,ROCTOR TO BE SURE REY ME US.THE I=PLWS. Lnw U) Q 0 w n Z O E Z Z -(Ec. U i>^mA V1 i-qq W Gann In CONTRACTOR'S w= UTILITY SCHEDULE LEGEND GENERAL NOTES RESPONSIBILITIES COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED W U q= CODE SYMBOL DESCRIPTION 1. FIXTURE STREET PRESSURE PRV SETTING WATER WATER SIZING IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE Z UNITS GPM FUTURE F.U. TOTAL F.U. TOTAL GPM METER SIZE PSI PSI HARDNESS PSI/100' 1. INSTALL(1)LAV ----_-- WASTE BELOW GRADE FLOOR(E) INSPECTING AUTHORITY: 17 WATER- A. CAUFORNIA BUILDING CODE 2010 Z 2. INSTALL(1)WATER CLOSET WASTE BELOW GRADE FLOOR(N) W 2(F) 2(F) - 2(F) (2)F - - - - - �� B. CALIFORNIA MECHANICAL CODE 2010 3. PROVIDE WASTE,WATER,VENT SERVICES EXTENDED FROM WASTE ABOVE GRADE FLOOR(N) C. CALIFORNIA PLUMBING CODE 2010 POINTS OF CONNECTION AT EXISTING SERVICES TO POINTS OF SEWER/ FIXTURE UNITS BUILDING SEWER LATERAL OR WYE STREET SEWER DESIGN SLOPE USE(TO INCLUDE ROUGH-IN FOR FUTURE SINK) ----- DOMESTIC COW WATER D. CALIFORNIA ELECTRICAL CODE 2010 STORM DOMESTIC HOT WATER E. TITLE 24-2008 DRAIN' 2(F) 6" - _ 1/4-/FT SLOPE UNLESS NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING OTHERWISE NOTED DOMESTIC HOT WATER RETURN WITH THESE CODES OR OTHER APPLICABLE CODES APPLICABLE TO THIS PROJECT. HOUSE MAX LENGTH GAS PIPING PRESSURE OF RUN SPACE HEATING WATER HEATING DRYERS TOTAL CFH 2. SPECIFICATIONS AS PROVIDED FOR THE CONSTRUCTION OF THE SHELL BUILDING SHALL /1� GAS FLOOR SINK BE CONSIDERED AS PART OF THIS CONTRACT DOCUMENT.IN THE EVENT OF A CONFLICT CFH OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS Z - - FLOOR DRAIN OR WITH CODE REQUIREMENTS,THE NOTE SPECIFICATION OR CODE WHICH PRESCRIBES _ - O AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. M W •FOR EXISTING FACILITY, ADDITION OF(1) BAR SINK IS DEEMED NEGLIGIBLE FOR IMPACT TO EXISTING PLUMBING. THEREFORE, IDENTIFICATION OF EXISTING PRESSURE REDUCING WORK BY OTHERS PRESSURE REGULATINGAVALVVE 3. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. W w a li OVERALL WATER AND WASTE FACILITIES IS NOT REQUIRED G SHUT-OFF VALVE 1. FURNISH FIXTURES 4. FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND TRANSPORTATION AS REQUIRED TO w > m w GAS SHUT-OFF VALVE PROPERLY INSTALL NEW PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS AND In O n SPECIFIED HEREIN. fn w fh F)2. RESTORE/RE-DEVELOP SPACES TO FINISH(BY GENERAL CHECK VALVE 7 N CONTRACTOR) N LU a 5. REPRESENTATIVE OF THE OWNER INSPECTIONS TO BE MADE AND INSTALLATIONS No LU n FIXTURE SCHEDULE $$ TEMPERATURE AND PRESSURE APPROVED BEFORE PERMANANTLY COVERING. Lu °D ❑ (� RELIEF VALVE Q T 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' V' Q THERMOMETER LABEL(UL)AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. MARK SERVICE CW HW INV REMARKS UNION 7. THE CONTRACTOR SHALL NOT BORE,NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL L-1 LAVATORY 1/2" 1/2" 2- 1-1/2- FURNISHED BY OWNER,WITH LEVER FAUCET HANDLE AS NECESSARY FOR LOCAL UTILITY CONTACT $ FLOOR CLEAN OUT MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. T24/ACCESSIBILITY INFORMATION I� WALL CLEAN OUT 8. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES,EQUIPMENT,AND CLEAN OUT TO GRADE HARDWARE N COMPLY WITH AND SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE,SMACNA STANDARDS,AND ALL LOCAL ORDINANCES. 1. STATIC WATER PRESURE INFORMATION: EXISTING SERVICE; NOT - 3" 2" FURNISHED BY OWNER,WITH SEAT HEIGHT,FLUSH HANDLE HARDWARE AS NECESSARY IN THIS SCOPE OF WORK POINT OF CONNECTION WC-1 WATER 1/2" T24/ACCESSIBILITY-FLUSH TANK 9. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS,SERVICE REQUIREMENTS AND CLOSET FOR SHUT-OFF VALVE(RISER VIEW) EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. FIELD VERIFY ALL 2. PUBUC WORKS DEPARTMENT(ENGINEERING): EXISTING SERVICE; MEASUREMENTS AND COORDINATE WORK WITH ALL TRADES. NOT IN THIS SCOPE OF WORK AFF ABOVE FINISHED FLOOR S-1 SINK 1/2" 1/2' 2" 1-1/2" FUTURE,BY OWNER; IDENTIFIED HEREIN FOR REFERENCE,FOR ROUGH-IN 10. BEFORE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, 3. GAS SERVICE: EXISTING SERVCE NOT IN THIS SCOPE OF WORK AFG ABOVE FINISHED GRADE ELEVATIONS, AND CHARACTERISTICS OF ALL UTILITIES AND PIPING AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES. BFP BACK FLOW PREVENTER Cy{ COLD WATER it. EXACT LGCA'RrX%,MOUNTING HEIGHTS AND COLORS OF PLUMBING FIXTURES SHALL BE i c DHW DOMESTIC HOT WATER OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND THE MANUFACTURER'S PUBLISHED DATA. m DL DEVELOPED LENGTH ON DOWN 12. UTIUTY COORDINATION: CONTRACTOR SHALL COORDINATE GAS, WATER, AND WASTE x SERVICE WITH RESPECTIVE UTILITY COMPANIES. g FU FIXTURE UNIT 13. INSULATION: G GAS A. PIPE INSULATION: ALL HOT WATER AND HOT WATER RETURN RECIRCULATION N Z PIPING SHALL BE INSULATED WITH 1'THICK FOR SIZES UP TO 2".1-1/2"THICK a MPG MEDIUM PRESSURE GAS FOR SIZES 2-1/2"AND LARGER. MINIMUM THERMAL RESISTANCE SHALL BE R=4.0 TO 4.6 PER INCH. w PRV PRESSURE REDUCING VALVE B. PROVIDE ARMSTRONG"ARMAFLEX"OR EQUAL INSULATION AND DRAIN PIPING o ST STORAGE TANK 14. PIPING:BELOW HANDICAP LAVATORIES AND SINKS m ®aaaaa VTR VENT THROUGH ROOF A. WASTE&VENT V VENT I. INSIDE AND OUTSIDE BUILDING,ABOVE AND BELOW GROUND(UNLESS W WASTE OTHERWISE IDENTIFIED) A. WASTE&VENT: SERVICE WEIGHT HUBLESS CAST IRON PIPE AND M WH WATER HEATER FITTINGS WITH NEOPRENE GASKETS AND CAST IRON CLAMPS AND STAINLESS STEEL NUTS,BOLTS AND WASHERS, OR ALTERNATIVE M SCHEDULE 40 ASS,WITH SCHEDULE 40 FITTINGS,&SOLVENT WELDS AS ALLOWED B. DRAIN PIPING: COPPER TYPE"M", WITH 95/5 TIN/ANTIMONY Nyy Z W SOLDER,WROT COPPER FITTINGS. * Q C. ALL WASTE PIPING SHALL SLOPE AT 2%UNLESS OTHERWISE Z 2 w rn W NOTED w W w SHEET INDEX D. CLEAN OUTS: ALL CLEAN OUTS SHALL BE INSTALLED WHERE A/ W >- N READILY ACCESSIBLE.THE CONTRACTOR SHALL COORDINATE ALL LL CLEAN OUT LOCATIONS WITH EQUIPMENT,CABINETS,ETC.,AND Q Q E¢ THE ARCHITECT PRIOR TO ANY INSTALLATION. O D_ M 4w i SHEET SHEET TITLE E. VENT TERMINATION: ALL PLUMBING FIXTURE VENTS TO TERMINATE I... Q u J A MINIMUM OF 36 INCHES FROM ANY VERTICAL SURFACE AND 10 = A w FEET FROM OR TERMINATED 3'-0"ABOVE ANY OUTSIDE AIR I- 0- w P-1 GENERAL NOTES,LEGEND,SCHEDULES INTAKES. '�//�� 4 K "g P-2 FLOOR PLAN F. STORAGE TANK DRAIN: PROVIDE 1-1/4'STORAGE TANK DRAIN TO y/ W Z FS-1 AND 3/4"DRAIN FROM PRESSURE RELIEF VALVE FROM Z H STORAGE TANK PIPE TO FS-1 IN VICINITY G. AIR GAP: ALL PIPING DISCHARGING INTO FLOOR-SINKS,STAND O PIPES AND DRAINS TO HAVE A MINIMUM AIR-GAP AS REQUIRED BY LOCAL CODES. \ B. WATER PIPING TITLE 24 MANDATORY 1. INSIDE BUILDING(UNLESS OTHERWISE INDICATED): ®� A. HOT AND COLD WATER UNLESS OTHERWISE INDICATED: COPPER MEASURES TYPE V, WITH 95/5 TIN/ANTIMONY SOWER, WROT COPPER FITTINGS. A. THE PIPING FOR ALL SERVICE WATER HEATING SYSTEMS B. HOT WATER PIPING(INTERCONNECTING BOILER AND STORAGE p TANK): COPPER TYPE"L",WITH 95/5 TIN/ANTIMONY SOLDER, SHALL BE INSULATED IN ACCORDANCE WITH TABLE 123-A WROT COPPER FITTINGS. El 2 OUTSIDE BUILDING(UNLESS OTHERWISE INDICATED): COLD WATER,BELOW m ,R, GROUND: COPPER TYPE"M"AS IDENTIFIED ABOVE E g p C. GAS PIPING: BLACK STEEL SCHEDULE 40 WITH BLACK SCREWED MALLEABLE °moo R-G IRON FITTINGS. D. PROVIDE PIPING SUPPORT AND SEISMIC BRACING PER UPC,SMACNA, AND N AUTHORITY HAVING JURISDICTION 1/k gmj J LW B El O OLLJ O� ® i, Z= N .......... CC� W CD LJ Ew LE Z> LLj w To i A!,ELSINORE c P FE55 H ❑ 00 O ® gg++77 I -AREA AFFECTED 'I_';, \j 1Ly LivBY :�.J;�f, e r 110 STORE PLAN w NOTED SCALE: 1/32"=1'-0" NORTH �N0 1368 - Y w KMF aPAwx w SS Q�OUB INCC zxECQU Bt KMF W=y4,Q PG Pl +� 8/4/11 0.ASSIPICA ON UIMNS No. p90 �] � gr�ROEN Gg\ f W CAl\f� OF 2 NOTES 0 0 v_,w F_jVf i J o ET" © °a z 0 5 _ ° ° o a ° 0 INSTALL WATER CLOSET WC-1 Q 'w a^LL Z 3 w P- __ INSTALL LAVATORY L-1 U)W W>mN 0 0 0 o Q3 PROVIDE ROUGH-IN FOR SINK S-1 � ieq B B ® ® PROVIDE W/V SERVICES; EXTEND SERVICES FROM POC AT(E)SERVICES IN VICINITY TO Z w i POINTS OF USE w m'o O PROVIDE CW,DHW SERVICES; EXTEND SERVICES FROM POC'S IN VICINITY TO POINTS OF W Z O ® ® O o O CONTRACTOR © DEMO OF WALL,RESTORATION OF AREA OF WORK AS NECESSARY BY GENERAL W Q7 PLUMBING FIXTURE FURNISHED BY OWNER 80 INSTALLATION TO BE DEVELOPED BELOW ROOF UNLESS OTHERWISE AGREED UPON 90 CONNECT W SERVICE TO(E)W SERVICE BELOW SLAB CONNECT V SERVICE TO(E)V RISER BELOW ROOF IN CEILING SPACE 11 CONNECT CW,DHW SERVICE TO(E)CW,DHW SERVICE IN CEILING SPACE ' 12 EXTEND W/V/CW/DHW SERVICES FROM WC-1,L-1,ROUGH-IN FOR S-1 TO POC'S AS in EXTEND w IDENTIFIED HEREIN W m rn 13 (E)W SERVICE IN VICINITY,VERIFY DIRECTION OF FLOW LU U n- (E)V SERVICE FOR FIXTURES IN VICINITY LU 15 (E)CW,DHW SERVICE IN VICINITY A (D Lo 0 Li D' Zv v A w o CD 1 2 3 4 5 6 7 ® ® 000 ® L —— —-7 i WORTH I� PLUMBING FLOOR PLAN �m SCALE: 1/16" = 1'-0" I N z U O 2 — Z 4 a o m M ti M CV Z W Q 0 W w W W N U 1-1/2" V O p Q a of 2 FU _ _ _ CL / Z D_ Y / wZ 3 o 13 Z / / O e 7 o ® 1 / 4"FU /2" V / / T 8 FU 3/4" CW, DHW 2"W I / 6 FU \2 FU / / / 3" W =FU 3"l 4 FU Q I it 12 J J L� — — — — 2" W � C7 12 FU Z 15 2 FU2"V Z ----------------------------------------------------------------------------------------------------------- I J (ROUGH-IN) / SWORE u vtTY OF ARKE EL U �oPpOFESR N( , 3U' Dlt'G DlN�`tStON �e,,� fort L -�N [7 nn�r;I �7TCHAN�°�faP 3/4"CW. DHW PE�.'.V F�F CP��f° 2 FU3 } ra CDE NOTED xmfc w. 1368 - Y 0 KMF rc SS a¢o br Q�°uei He� KMF �O t Plyy oN Wy¢Jp B 8/4/11 v QA59FICA ON % J M P- E /�LiGENS H".NORTHN cP°°�i� L N L A R G E D P L U IV N G F L 0 0 R P L A N E OF pAlrfO SCALE: 1/2" = t'-0" OF 2 SYMBOLS & ABBREVIATIONS GENERAL NOTES OS WALL MOUNTED OCCUPANCY SENSOR.(SEE LIGHTING SCHEDULE FO0.SPECIFICATIONS.) 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM. • 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR CEILING J A COMPLETE AND OPERATING INSTALLATION. UNIVERSAL OUNTED VOLTAGECCUPANCY POWER PACK. 3. WATT STOPPER:CI-300 SERIES WITH BZ-150 LOS ANGELES 3. INSTALL RACEWAY SYSTEMS AS FOLLOWS: a.USE ELECTRIC METALIC TUBE CONDUIT IN ALL AREAS PROTECTED ABOVE CIELING OR IN WALLS. O b STANDARD 2DA,120V-10 GROUNDING TYPE DUPLEX RECEPTACLE WALL MOUNTED AT+18" .USE i A.F.F.-U.O.N. C. RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHE0.OR PHYSICAL DAMAGE.USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY. K USE SEAL_ TITE IN AREAS EXPOSED TO WEATHER. p STANDARD 20A,120V-10 ISOLATED GROUNDING TYPE DUPLEX RECEPTACLE WALL MOUNTED d.USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. ~ AT+18"A.F.F.-U.O.N. e.USE P.V.C.CONDUIT UNDERGROUND WITH CODE SIZED GROUND.CONDUIT RISERS AND STUBS (� J ABOVE GRADE SHALL BE I.M.C.WITH HALF-LAPPED TAPE COVERING OR P.V.C.COATING, k STANDARD 20A,120V-LO GROUNDING TYPE GFCI DUPLEX RECEPTACLE WALL MOUNTED AT I.THE USE OF ROMEX OR BX IS NOT PERMITTED, +18"A.F.F.-U.O.N. Lu M y 4. ALL NEW WIRING SHALL BE COPPER TYPE`THHN/THWN"-U.O.N.. Q COMBINATION TELEPHONE/DATA OUTLET AT+IS-A.F.F.-U.O.N. PROVIDE 1"C WITH 4" L E SQUARE]-BOX FLUSH IN WALL WITH SINGLE DEVICE RING AND PLATE. PROVIDE CAT-5 5. ALL CEILING MOUNTED ELECTRICAL DEVICES AND/OR EQUIPMENT SHALL BE SUPPORTED FROM THE Q j O 01 U CABLE AND CONNECTORS INSTALLED AND CONNECTED TO DATA RACKS.(TYPICAL-3) FROM THE CEILING GRID,NOT FROM CEILING TILE. O n C JO NEMA-3R DISCONNECT SWITCH. AMPS-VOLTS&POLES AND FUSED OR NON-FUSED AS 6. ALL FIXTURE,DEVICE,ETC...LOCATIONS SHALL BE VERIFIED WITH ARCH.DRAWINGS AS WELL AS 0 •R m;;'4 rn I I I INDICATED. REQUIREMENTS PRIOR TO ANY ROUGH-JN WORK. Q LL O EQUIPMENT SUPPLIER I - Q.e i I I I I I 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS Lu F M O 1 I I f I I II I NEW 120 VOLT-10 EXHAUST FAN. INTERLOCK WITH LIGHT SWITCH.(EXHAUST ® FAN AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. U W p , I i I I 1 I I I � i PROVIDED BY MECHANICAL CONTRACTOR.) 8. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS M,_z REQUIRED TO SUIT THE J EXACT TYPE G CEILING TO WHICH THEY ARE MOUNTED. Q' I I MANUAL MOTOR STARTER SWITCH. RATED Qr LAP MINIMUM 120,10-U.O.N.. PROVIDE � i I I �M COMPLETE WITH THERMAL OVERLOAD PROTECTION. m II F I I T I I I 14 9. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT,DEVICES,ETC...TO 3. LU a- - UI BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO.CONTRACTOR SHALL. ? y ® I i I , i INSTALL ALL CONDUIT,]-BOXES,ETC...AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. F-- F-11 IICIF I' MECHANICAL EQUIPMENT CALL-OUT. "AC-INDICATES UNIT TYPE AND"1"INDICATES UNIT 10- ALL EXTERIOR .a J EQUIPMENT SHALL BE WEATHERPROOF. I I NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND ELECTRICAL I I I I I Il.REQUIREMENTS. p � ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK 3N STRICT ACCORDANCE WITH ALL LOCAL AND � O I I I II II I NATIONAL GOVERNING CODES. i u 12. ALL EQUIPMENT SHALL BE NEW AND BEAR A'UC LIBEL-U.O-N.. m e I m THERMOSTAT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. PROVIDE]-BOX m I I I I I I AT+60"A.F.F. U.O.N.. PROVIDE 1/2'C.O.TO ASSOCIATED HVAC UNIT OR ACCESSIBLE 13. ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. i i i I I I II I I I CEILING SPACE'I I 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF(1) I i YEAR-U.O.N.. I I i I-P 2 DUAL HEAD EMERGENCY WALL MOUNTED LIGHT.(LIGHT PROVIDED BY SAFEWAY 15. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID-COSTS FOR ALL HVAC CONTROL COMPONENTS, I ,1 NATIONAL ACCOUNT,SEE LIGHTING SCHEDULE FOR CONTACT INFORMATION.) CONDUITS,DEVICES,ETC.-.AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS,DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE ii II Ii I I i I ® LE.D.EXIT SIGN.(LIGHT PROVIDED BY SAFEWAY NATIONAL ACCOUNT,SEE LIGHTING ELECTRICAL SECTION OF THIS CONTRACT. SCHEDULE FOR CONTACT INFORMATION.) I i IL a I i 16VERIFYELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE,TO VERIFY ALL EXISTING CONDITIONS I i ----------------- I i- (p EXISTING TO REMAIN. TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT,FIXTURES DEVICES,FEEDERS, nil 20 ETC..EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TOBID DATE.CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS- (E R) EXISTING RELOCATED.RECONNECT AS REQUIRED TO EXISTING OR NEW BRANCH CIRCUIT WHICH ARE NOTSHOWN ON THESE DRAWINGS.SUBMITTAL OF BID INDICATES CONTRACTOR IS 6 CLEAN POWER WIRING.8I I COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. _ Li2#10:GND 3/4"C 1 D EC 2#10:ISO GND 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS,NEMA CONFIGURATION LOCATIONS,AND CONNECTION 1 ' - P D 3 REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK ILL L 1#10:GND BLOOD \ 18. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL AND 1 MACH \ TO ELECTRICAL ENGINEER&BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION: ALL SUBSTITUTED LIGHT FIXTURES.SAFEWAY PHARMACY LIGHTING SCHEDULE _• ES. 17 I 17 I - I mp b.ALL ELECTRICAL SERVICE EQUIPMENT,DISTRIBUTION EQUIPMENT AND PANELBOARDS. 3/4"C 6 Type Syrnbds Description Location P,.du tCade Lamp Deeeriptim Product Nenleaeb- C.OT"FA ITEMS AS SPECIFICAUX INDICATED. L I 2 -1,3 CD& I I I F HC-E 1 10:GND 2-DIRECTMORECTVa3FVP! THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING ' I I ( z 12 PHB PROTOTVPICALYIRNO c(n$U�TNG ROOM $P Z%G2L2p-M Op 2}F029�83Y%PJa5EC0 22" COCPERNDIBFRE3 ORDERS OR PERFORMING ANY ROUGH-IN WORK. L--1 L-_J i' 12 \t(( I RECE93Mdwi®ECM PACT ® C_ ` I'Y 7 O FERA E.SLACX wi LIGHT W a• s p 19. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED APERTUtEBIACK REFLECTdi ANp HE TR Cvw $P280O9 OF2WOEINI835 20T22 JUNOLgHTNOGFtOI1P EDITION OF THE C.E.C.ART.250. g g \ B I \ 3 PHC ENS a -- ---- ---- - - -- ----- ---- - \ \ I ® RECESS MWNry COMPACT 20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITHsl� V FLRo C.l9vCpWECn w9• JUNOLrza+TNocarow ALL LOCAL AND NATIONAL CODES. WArtN^ROOM 3P C1094E3C r ------- \ APERTVRE9LACKREFLECTOR ANp ' (21 CF26pTlEJNi&'xt 2D3ap 3 21. PROVIDE RIVITED ON ENGRAVED PLASTIC NAMEPLATES(BLACK WITH WHITE LETTERS)FOR ALL §o \ Pnp MAJOR ELECTRICAL EQUIPMENT. �. SAMEA SA80VE FXCEPTiMtH EM Q 2 enuasr wgnnc RopM sP+wew3ec-eR f21 eF2spr>EfNfew zmsp JINOLKAdrncGRouP 22. PROVIDE THE OWNER WITH ONE SET OF ELECTRICAL"AS-GUILTS'AT THE COMPLETION C L-- - _ PHC-EM \� G \ T.V. Pnp-E,M OF JOB. \ / w +72" 23. ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL SHALL BE MOUNTED WITH 24' 13 3 a' EIAM INCRC SSEC Fo�ruuRE. MINIMUM HORIZONTAL OFFSET. l� 2 ONE LAMPIN CR09$$ECTx#i.i1HtTE $1'ORAC--ROOM 2D2-H98TB.33e-pNV F02A'p?5f%PfS$fECO 221i8 WELLMgpE PRODVCTS Q I L --- - PHC PHB-E 4 PHF_a, FmsH E-F-D -- THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN33 to yG ePLuoRE$cENrMNI.srRv FIXT1xtE, 24• FOR REFERENCE ONLY.CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE �� ,D r -_-1-Z -- O .O ONE tAMPIN CR093SE'Crgn,YAIRE $TORpGE ROOK 202-Rb2TB39B-UNV (2)F02&a351WI33N:C0 22p9 WELLMADE PROpUCT3 PnF-e FN13n PRIOR TO SUBMITTING BID.ALL DEMOLITION,ALTERATION,EXTENSION,RELOCATION, TYP M '% �� 4 REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT.NO ADDITIONAL ALLOWANCE �' C[TiME,ACRYCN PR6MATIC F�F E,A CN PAROINp OR CHANGE ORDERS WILL BE ACCEPTED. DFPU9ER,TWOLAMP9NCR093 HALLYlAYSTOCKRDOM p49HA249Tb898 (2}FO2N8]M%PI95ECD 22P9 VIELLMADE PRODUCT$ IC OPHB I 3/4-C O "F�' wcT 25. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS,CEILINGS,FLOOR SPACES,ETC.ANY EXISTING CONDUITS,WIRES,BOXES,FITTINGS,FIXTURES OR OTHER rf _ I ^p 4#10:R-2,4.6 DECORATIVE Cp OM FaTpRE -GROOM N M MW NA c MM TSD Tep COCPERNDUSTRES ELECTRICAL EQUIPMENT WHICH INTERFERES WITH TENANT IMPROVEMENT WORK. PROVIDE rtl J v 1#10: ND Pncae CIRCUIT CONTINUATION REOUIRED FOR ALL EXISTING OU TLES,FIXTURES,EQUIPMENT,ETC. �- SCHEDULED TO REMAIN.�A DECORATNE CUSTOM FNTURE TBp WARNGROOM N.M 112.@JpLryq.C3CGM OD r9p COOPERNpl6TRE3 11 L �� 2D -) PnGSx V 26. LOCATION OF OUTLET SHOWN IS APPROXIMATE ONLY AND OUTLET MAY BE MOVED - - - GF( F 4 PHNS (6 SENSORVMLL3VrtCHE9 YM Tap NM NfA waTTB oPPnx TO SUIT EQUIPMENT LAYOUT.COORDINATE WITH ARCHITECT AND/OR TENTANT REPRESENTATIVES M NOTES-f IJ'essecprgstcf N yRr kw;FCwr fyat41bV7-W79 mmaff n4, rtCoxsb, fa•SomyAlidiw,af Aco prki�and=diddoddddiwy FOR EXACT LOCATION. 1563 _ 2 Pam LigN Fk6ua Trinto h4tdl[.sing Cdw 27• PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL SCHEDULE MOUNTED W PHD INSIDE EACH PANEL AND ENGRAVED PRIMARY/SECONDARY PANEL LABELS FROM SWITCHBOARD. M 16 \ 28. VERIFY ALL DISCONNECT SWITCHES,FUSE SIZES AND TYPES WITH MECHANICAL EQUIPMENT N z o \ \ MANUFACTURER PRIOR TO INSTALLATION. r71 � W U 29. A SEPARATE GROUNDING CONDUCTOR SMALL BE RUN IN ALL NON METALLIC CONDUIT RUNS. 30. ALL ELECTRICAL DEVICES SHOWN IN LIGHT ARE EXISTING TO REMAIN AND DARK ARE NEW. W W OF LAKE ELSINORE KEYED NOTES o o o 1 SiON USED 5, 1. CONTRAOCTOR TO VE IFYALLDLOCATION AND PONOTES MAYB ER REQU)REMENTS OF A/C/UNIT/CONTROLS WITH O .� 1 DEMOLITION PLAN 2PROPOSED LIGHTING PLAN PROPOSED POWER PLAN HVAC CONTRACTOR PRIOR TO ROUGH-IN 1/4" = 1'-0" 1�4"= 1�-O" 1/4" = J'-0" 2. PROVIDE EMERGENCY BATTERY BACK-UP FOR MINIMUM 90 MINUTE DURATION. v/ I ' 3. TIE NEW ROOF-TOP WEATHERPROOF GET RECEPTACLE TO THE NEAREST 120 VOLT ROOF RECEPTACLE -I BRANCH CIRCUIT.EXTEND EXISTING CONDUIT AND WIRE AS NECESSARY FOR A COMPLETE INSTALLATION. P4 PANELBOARD .-- FIELD VERIFY PRIOR TO CONSTRUCTION. Z VD 4. CONTRACTOR TO VERIFY LOCATION OF NEW SIGN AND INTERLOCK WITH EXISTING BUILDING EMS. F"I NEW SIGN PROVIDED BY G.C. O 1-1 NOTE TO PLAN CHECK: I� ,y THE PROPOSED NEW ENERGY EFFICIENT LIGHT FIXTURES REPLACES U T 5. CONTRACTOR TO TIE INTO EXISTING RESTROOM LIGHTING/FAN CIRCUIT.EXTEND EXISTING \OLDER EXISTING LESS EFFICIENT LIGHT FIXTURES. THE NEW LIGHTING ® CONDUIT AND WIRE AS NECESSARY FOR A COMPLETE INSTALLATION. / CONTROLS MEET THE TITLE 24 MANDATORY MEASURES. TITLE 24 IS NOT REQUIRED IF EXISTING WATTAGE IS DECREASED. 44 6. CONNECT TO EXISTING"SPARE"CIRCUIT BREAKER IN EXISTING PANEL OR PROVIDE NEW CIRCUIT BREAKER IN EXISTING"SPACE."NEW BREAKERS TO BE OF THE SAME TYPE TO MATCH THE EXISTING EXISTINGLIGHT FIXTURE WATTAGE = 71 O. $3$ EQUIPMENT.FIELD VERIFY AND PROVIDE THE NECESSARY EQUIPMENT OR MODIFICATIONS TO NEW7�-WLIGHT FIXTURE WATTAGE = 632. PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. 66 7. CONTRACTOR TO DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT,LIGHT FIXTURES, DEVICES,AND DATA/COMM IN THIS AREA NO LONGER REQUIRED AFTER REMODEL.REMOVE CONDUIT AND WIRING BACK TO SOURCE OR LAST ACTIVE DEVICE OR]-BOX.PROVIDE CONTINUITY TO 48" DEVICES THAT ARE TO REMAIN IF CIRCUITS ARE INTERRUPTED DURING DEMOLITION WORK. e�.m B. RELOCATE,EXTEND,AND/OR MODIFY EXISTING ELECTRICAL DEVICES TO NEW EQUIPMENT LOCATION 1TM 18" AS NECESSARY INCLUDING LOW VOLTAGE DEVICES.FIELD VERIFY RELOCATED EQUIPMENT WITH �, � -T�t OWNER'S REPRESENTATIVE. Q� -� NOTES: FINISH FLOOR 9. CONNECT TO EXISTING LIGHTING CIRCUIT. ' 1. TYPICAL MOUNTING HEIGHTS UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ROUTE CIRCUIT THROUGH EXISTING LIGHTING CONTROL PANEL.PROVIDE ANY ADDITIONAL 2. DIMENSIONS INDICATED ARE TO THE CENTER OF THE OUTLET BOX. CONTRACTORS AND/OR CONTROLS TO MAKE FOR A COMPLETE AND FUNCTIONING SYSTEM. 11. CONNECT NEW SECURITY ROLL DOWN DOOR.USE EXISTING PHARMACY SECURITY ROLL DOWN DOOR CIRCUIT AND CONTROL SWITCHES AS REQUIRED. ADA MOUNTING DETAIL 12. VERIFY LOCATIONS AND MOUNTING REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT PRIOR TO SCALE: N.T.S. ROUGH-IN. 13. CONNECT AUTO FAUCET. 14. SEE POWER OR LIGHTING PLAN(AS APPLICABLE)FOR CONTINUATION OF CIRCUIT. Ate„ L5. RELOCATE EXISTING PANEL TO NEW LOCATION AS INDICATED.EXTEND EXISTING FEEDER AND BRANCH CIRCUITS AS REQUIRED TO RESTORE SERVICE TO ALL EXISTING LOADS.RECONNECT EXISTING CIRCUITS TO SAME CIRCUIT NUMBER, ELECTRICAL 16. FURNISH AND INSTALL NEW 4'C-CHANNEL FLUORESCENT LIGHT FIXTURE WITH TWO F32TS LAMPS PLAN tr AND EMERGENCY BATTERY PACK.LITHONIA C 232 120 GEB1015 EL OR EQUIVALENT. 8A 17. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE. 18. DISCONNECT AND RELOCATE EXISTING LIGHT FIXTURE.EXTEND EXISTING CIRCUIT CONDUCTORS AND RECONNECT FIXTURE. 11-108 19. DISCONNECT AND RELOCATE EXISTING REFRIGERATED CASE.EXTEND EXISTING CIRCUIT CONDUCTORS AND RECONNECT EQUIPMENT.FURNISH ALL MATERIALS AS REQUIRED TO MAKE FOR A COMPLETE AND FUNCTIONING SYSTEM. 20. INSTALL NEW OUTLET BOX AND VC TO ACCESSIBLE CEILING FOR LV CABLES.COORDINATE SPECIFIC E1.1 REQUIREMENTS WITH OWNER'S REPRESENTATIVE. a STRUCTURAL CALCULATIONS for RTU SUPPORTS at Vons # 2373 39 564 Grape St. Lake Elsinore, CA 92532 PREPARED BY: © 7 Y E . I rR° AS OG4, the ` I ►s"% . MI t �d • to, jinis4 ns ordinance• p'- b uilding . STRUCTLU,RAL.; ` a a ,sty agencies. d on ENGINEEaRINd��y" ... ..: . of e perrntt Qas ed to or granting 41 notsha 321 N. Rampart Strei f�,,,suiw;09,ce a p1as75 vlc at..cn . thes Orange. Californi0R"t r o""Ores)v ca any l:: KMN Job# 19n J pr cancel ctle P 12/21/201�cades snatt4bg'''` ' N G D I D510 iq aP.313411 �sTRUCSv�PaQ Q,f \K ITAD f. 1 J �' 321 N.Rampart Street,Suite 145 i orange,California 92868 Sheet 1 '`1 , 1 Telephone 714 937 9060 Engineer SG IK,.KX STRUC iUM tax 714 937 9063 Job No. 2373 ENGINEERING Date 12-21-11 Index for Calculations Page Partial Roof framing plan SK1 RTU Connections SK2 Checking existing 4x12 Purlin 2 RTU anchorage 3 321 N, Rampart Street 5ut 145 VON S # 2 313 Sheet K of Orange, California 92868 --•- 31564 6-1RApE_ ST. Engineer Telephone M .N 714 . 937 .9060 f.AKE EL,0PJ0kC .CA '?25 Z If35 Job Na. STRUCTURRL Fax 33.65 —ff7• 21V Gate IZ -zi -II ENGINEERING 714 •937 • 1650 - 1 4 sl xa - 44[z. N gx4 (1W) 14 x :F 41Z J 5�g x2� C74g - i FKAMINO AT NEW RTU ,� (RAPT►AL PLAN) 321 Rampart St. Ste. 145 eons j#2373 SK 2 Orange, CA 92868 Engineer. SG K M N Tel 714 937 9060 Job No. 1135 STRUCTURAL RTU SUPPORT ENGINEERING Fox. 714 937 9063 Dote: 12-21-11 i r I EQUIPMENT WEIGHT 370 lb. FLASHING 5/8"DIA. 3" LONG LAG BOLTS MINIMUM 2 ON EACH SIDE ( TOTAL 4 ) f I i m ' 5 s z ADD NEW 2X4 SUB PURLIN TO EXISTING 2X4 SUB PRLIN WITH 16D NAILS 0 12"O.0 (TYP). ALT. USE NEW 4X4 (TYP) EXISTING GLU LAM BEAM Y EXISTING 2x SUB PURLINS TO BE REFRAMED WITH SIMP. HU AS REOUIRED FOR DUCT OPENING g SECTION QA Title: Job# Dsg nr: Project Desc.: Project Notes: r is"e �W l r,, File:t ECaks1113,5,eC6 Wood Beam Design ENERCALC,INC.1963.2009.Ver.6.0.23, N:11 95 o Dvscription: Checking existing 4x12 pudin for added RTU Loads Material Properties Calculations per IBC 2006,CSC 2007,2005 NOS Analysis Method: Allowable Stress Design Fb-Tension 1300 psi E:Modulus of Elastfcfy Load Combination 2006 IRC & AS(F 7-05 Fb-Compr 1300 psi Ebend-xx 1200ksi Fc-PrU 850 psi Eminbend-xx 440ksi Wood Species Douglas Fir-South Fc-Perp 520 psi Wood Grade : No.1 Fv 165 psi Ft 625 psi Density 29.64 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling $x8 psi 3?%" = 93,4 . t6v/"' AF -. otc peat olo�3:_ Lr(o 161 L,Sn:al _ r i • r r 4x12 Span=20 0 h Applied Loads >^rvec,loart�unterocl I oad r ack)rs wdl tie applied for calculatlon5 Beam self weight calculated and added to loads Load for Span Number 1 Uni€orm Load: D=0.0640 kfh, Tributary Width= 1.0 ft Point Load: D=0.0930 k 0 12.0 ft.(RTU) Point Load: D=0.0930 k 8.011,(RTU) Uniform Load: Lr=0.160 klft,Extent=0.0-->>8.0 ft, Tributary Width= 1.0 h Uniform Load Lr=0.160 k/ft,Extent= 12.0 »20.01t, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio - 0.931: 1 Maximum Shear Stress Ratio = 0.370 : 1 Section used for this span 4xi2 Section used for this span 4x12 fb:Actual = 1,331.08psi tv:Actual - 61.00 psi FB:Allowable - 1,430.00psi Fv :Allowable = 165.00 psi Load Combination +D-0.750Lr+H Load Combination +D+0.750Lf+H Location of maximum on span = 10.000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span# t Span#where maximum occurs - Span# 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.800 in Ratio= 300 Max Upward L+Lr,S Deflection 0.000 in Ratio= 0 <120 Max Downward Total Deflection 1.427 in Ratio= 168 Max Upward Total Deflection 0.000 in Ratio= 0 <120 Overall Maximum Deflections•Unfactored Loads Load Combination Span Max %"Den Location in Span Load Combination fAax ""Dell Location in Span D+L•Lr 1 14268 10100 0.0000 0.000 Vertical Reactions-Unfactored SupportnotaWn Far left is k1 Values in KIPS _load Combination Suppon 1 Support 2 Conrail fMAXimum 2.094 2.094 0Only 0.811 0.814 Li Only 1 250 1.280 D'L-Lr 2094 2094 321 N.Rampart Street,Suite 145 �j +} Orange,California 92868 Sheet K ' �Il Telephone 714 937 9060 Engineer SG sTRUCit}ML tax 714 937 9063 RTU Anchorage Job No. 1135-2373 ENNEERVIG Date 12/21P11 Seismic Forces Design per 2010CBC / 2009 IBC Ret ASCE 7 included Anchorage design Equipment W= 370 lb ap = 1 SDS = 1,076 v,- ap&Rp per Table 13.6-1 Rp = 1.5 1p = 1 See next page • zlh = 1 Sesimic Forces Fp = 0.4apSdsWplp( 1+2 z1 h)1 Rp 13.11 ASCE Fp = 0.86 W = 318.5 lb. Need not be taken greater than Fp= 1.6 SOS Ip wp= 636.99 lb. 13.3.2 ASCE Not less than Fp= 0.3 SOS Ip Wp = 119.44 lb. 133-3 ASCE Design Anchorage Lateral force Fp= 318 lb. Lateral force 0.7Fp= 223 lb. Over turning M = 446 Ib.ft (0.6-0.14SDS)= 0.44936 \ Controling M = 249.3948 Ib.ft 4-- 0.4494 DxCGx Net Over turning M = 196 lb-ft ft. HD Force = 65.50 lb. Min.d to C.G�1.5 Over turning M> Controling M ' I Assuming minimum 4 points of anchorage for shear,force per connection= 56 lb. 3 ft 223lb. 20 Hold down force for OM = 32.75 lb. per Bolt 370lb. Assuming 2 Bolts 3 ft. on one side Narrow directioA no HD Force, Try 518"dia boil 3"penetration Za' = (W'p)Z'/((W'p)Cos^2 o +Z'SinA2 o) W' = 447 lb.NosT&e1 COSA2 0 = 0 ((W'p)COSA2 o +Z'SinA2 o)= 240 0.6 p = 3 ins Sin^2 o = 1 Z' = 400 lb. Za' = 1341 lb. > 56 lb. OK. Used Z' = 240 lb. W'p = 1341 lb. > 33 OK. 0.066 < 1.0 OK Therefore provide minimum 518-dia bolt 3'penetration 2 on Each side Total 4 Bolts HCalndaunm20111F.nuinAncOnRoot 1135-2373wD.xls I 3.� Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.65 Longitude = -117.295 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S 1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.614 (SMs, Site Class D) 1.0 0.900 (SM1 , Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.65 Longitude = -117.295 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 .0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.076 (SDs, Site Class D) 1.0 0.600 (SD1, Site Class D)