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HomeMy WebLinkAboutMAIN ST N 133 (3) E.rsting COUNTY OF RIVERSIDE -� Hand.-P COMMUNITY HEALTH AGENCY i i F • Parking DEPARTMENT OF ENVIRONMENTAL HEALTH The proposed conshuclbn/equlpnlent lemon is a See attached coP GRAHAM AVE. rrection sheet. - ) i Ar ass . �.'Z'I-v) Approved - This approval does not authorize the violation of any IeW,ordinance,Or other regWeliOn. P OOO GOURMET RAKE RY AND COFFEEHOUSE ! �q , t _ 1 PLUMBING,MECHANICAL,AND STRUCTURAL } I y_ REPAIRS STALLATIONS SHALL BE DONE UNDER PERMIT -....... ._..-.,._..__..4.__...-.e....a__ I n ELECTRIC AND IN tis _r >L�F3, F', {FROM.J)�r9"�-I ,rQ l.e..�Crz fi(s n_r2 Site Location:' ; i I It n I TI �, DEPT Of BU11- GAND SAFETY i 2 K tY►p# -Approval Of these plans by the County of Riverside N ! T3B F DePaRment of Environmental Health,does not relieve the 133 N. Main Street :1 - 3r " Engineer or the Architect of the responsibility for the En mesh 1 L ;K J or Architectural design.' g ng Lake Elsinore, CA 92530 PEEK STREET HIS APPROVAL GRANTED OY ME (951) 245-1166 ! — COUNTY OF RIVERSIDE ! DEPARTMENT OF ENVIRONMENTAL HEALTH 15 VALID FOR ONE(1)YEAR FROM DATE CTHIS APPFlOVAL DE THE Owner/Contact #: 13 1 s• SUBSURFACE SP EPPTIIC SYSTEM,GREASE AL DOES NOT IINMRCEPTM D ' OR OTHER WASTE DISPOSAL SYSTEM, OBTAIN Kristen M. Hertz Z � N CLEARANCE FROM APPROPRIATE AGENCY PROPOSED FOR YOUR WASTE DISPOSAL SYSTEM. (9 51) 2 8 5-813 6 BAKERY CONTACT THE PLAN CHECKER FOR A PRELIMINARY L INSPECTION WHEN CONSTRUCTION IS APPROXIMATELY RI 80 k COMPLETE'(BEFORE EQUIPMENT IS INSTAL I Fn,) rn 9s.b.. J� ',all for inspections,Inspections stiauky:» PROPERTY DATA ' Wheduled five(S)working days in advance i ' NOTIFY THE PLAN CHECKER IN�LRITIu!;, SCOPE LA WORK:CONVERSION OF A VACANT CONSTRUCTING TWO NG INTO A BAKERY ! OF�,CHANGES OR ALTERATIONS TD INAR CEIING OF EQUIP COUNTER,LIGHLNG, TWOING ADD ELECTRICAL TRIOROP 1 I-BAR CEILING,ADDING COUNTER,LIGHTING,PLUMBING AND ELECTR[CAl -., �% ! FLANS AS ORIGINALLY APPROVED. i �� l' I � Permarrom approved aaaD erW id11M BUSINESS OWNER:KRISTEN M.HERTZ yam/ i dbpeneero moat bo MatetledYaY hand All BAe110t tta0"tlld blM loom doses ASSESSOR PARCEL NUMBER: APN:374-174-003 /® 1 i* washing sinus. Must he"N_CbshV&W pyM.rat4lp, GENERAL PLAN DESIGNATION: HISTORIC OVERLAY DISTRICT j ' h r E.ISUn9 OCCUPANT LOAD: H4nd.—P RETAIL SALES AREA 672 SVuare F1./15 44.8 Parkmg KITCHEN TOTAL AREA 1104/200 Square Ft -5.52 OFFICE 96 Square Ft/100-9.6 TOTAL � 1 ✓- �'� E Closure ZONING: NC(NEIGHBORHGOD COMMERCIAL) USE:BAKERY AND COFFEE SERVICE, OCCUPANCY!150-OCCUPANCY TYPE"B'• 1 jI SINGLE STORY COMMERCIAL TYPE OF CONSTRUCTION:V-N NON-SRTNKLERED APPLICABLE CODES: 2004 CEC,2000 UBC,2000 UMC,2000 UPC,1999 NEC PROPERTY ADDRESS RdmP Ha d cap 1 ACCESS P 1dry 133 N MAIN ST. LAKE ELSTNORE,CA.92530 �I Pulh OF MAILING ADDRESS: 22920 GOLD RUSH PLACE CANYON LAKE CA.92587 1 II �•- ,1 CONTACT PE KRISTEN HERTZ II t PHONE:951-2$5-813G ____ ___- _.— / , BVILDING AREA: 2331 Square Feet J! 1 __- 1.2'Alley NON CUSTOMER AREA: 1354 Square Feet 1 CUSTOMER AREA: 977 Square Feet 1 - Driveway UTILITY PURVEYORS: .............. i SOUTHERN CALIFORNIA EDISON (8U0)G55-4555 -•-•-•---•---•-•-•---------._._._.-._--.-._._.-._._._. 1 STOP SIGN -- STREET PECK STREET -•-•-•-•-•-.-•_.-•-._.-.---.-.-._.-.-.-.-.-.-.-.-. _._._._._._._._._._.-._._._ THE GAS COMPANY (800)427-2200 1 LIGHT VERTION TELEPHONE CO. (800)483-79M AT ST CABLE (909)674-7741 ! 1 1 4 1 1 DRAWING INDEX: i i Al - SITE PLAN j MANHOLE A2 - FLOOR PLAN A2.1 - DIMENSIONED PLANaT ! ADA ACCESSIBLE BUILDING ENTRANCE O1 SWITH DISABILITIES ADA - ADA DETAILS ! 0 SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH AUDIT TONAL`DIRECTIONAL SIGNS. D 1 - DETAILS j - AS REQUIRLD,TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. i E1 - ELECTRICAL NOTES E2 - ELECTRICAL PLAN i• I EQ1 - EQUIPMENT PLAN ' EQ2 - EXHAUST HOOD DETAIL CITY OF LAKE ELSINO E hng DISABLED NOTE: Lot ^1 � `' I H d—p NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL Size i 1 i! f Ik# } l G N 1 - GENERAL NOTES I{1 I ' ,F�11{ G V I�(I S`0 r Parkin SHOWN.RAMPS SHALL NOT E%CEED 8.nl SLOPE(INSPECTOR TO 3000 5 fr I� i 13 IF { UOISIAI iJVILVIN j © 9 VERIFY). a• E l I I IIlI i�UO P1 - PLUMBING NOTES �a�,,,, f RamP l I) LOOZ,nu P 2 - WASTE PLAN IDterioFI)l)Il� 6i � ) P3 - PLUMBING PLAN PERMIT __ Access �q•FT. Ills II ze3j l 2306_I €g 471se €� 1 � � j H leluawuor NOTE: ?s �i+�s =f���Uiji!� � 301Sa3Ala iC` ''v RF1 - ROOM FINISH PLAN PROVIDE AWARNING SIGN AT THE ENTRANCE TO THE PARKING ppp���1 ROVED L`t gE�,.. AREA W C 1- WALL & CEILING �� [.fir' g y' D FROM THE STREET REGARDING UNAUTHORIZED VEHICLES U57NG SITE PLAN CONSTRUCTION rY�/ Y iiYno OESTGNATFD HANDICAP SPACES —... 57'2' 91,8" WWI 52'2" 1M11111111 _.----------_-_ OOOO 5.0., _ _ �.�'�' I J _. i { •_ A .0 g�4,. ���` I_ � O<< � 3• � A _ ,a1• o ' 8.0.. I � 5,0„ � OOOO GOURMET BAKERY AND COFFEEHOUSEtoo am ' LIj, Site Location: ° ci'• a 21 5.0., 8�011 133 N. Main Street 1'G' Lake Elsinore, CA 92530 • 1 ,,, .„ (95I) 245-1166 - _IuT_ :1 8 ...�.° o !r 0 13'1 1_ �i. ' 0 _ I J� Owner/Contact #: - 2'°" � Kristen M. Hertz (951) 285-8136 32'5" 98'b" Scale' Lot Lrterior ' EXISTING _ Size j Sq.Ft. ' W® ,3000 Sq f =_2306 ; SWEET DIMENSIONED FLOOR PLAN r NOTEM 12' 0 1. SIGN SHALL BE REFLECTORIZPD,CONSTR'D 3 4' OF PORCELAIN ON STEEL.. a W THICK CONCRETE 2.SHALL BE ALL BACKGRTERS S µYM80L5 WALK SLAB. 3/4•RADIUS AT EDGE. BACKGROUND SHALL BE WALK SLAB. . . m BLUE 0 QUAL TO COLOR 15090EFEDERAL STANDARD ^R 595b. 6 X 6/10-10 W.W. . CONCRETE CURB ' • t 4• 1/2•'WIDE BORDER ASPHALT PAVING GROOVED SECTION RAMP 5•I o CARRIAGE BOLTS YWTN PENNED THREADS PER • SIGN LINE OF FINISH GRA 3/4"R Ily-FIT 6'-0. k SITE SEE-O"MIN. 3/4• -__ 1/4'WIDE BORDER I 3/4 V N SIN TO LINE MOUNTED W 12'GROOVED SECTION a• ACCE SIBLE FROM BOTTOM°F1O 3/4• PARKING SPACE FINISH GRADE THE INTERNATIONAL SYMBOL ACCESSIBILITY 6• 8.33% MAX (SEE DETAIL DDETAIL7) IS REQUIRED TO IDENTIFY ACCESSIBLE FACILITIES. THE SYMBOL IS A WHITE FIGURE ON A BLUE 2.4 GALV.STL STD.GA BACKGROUND.(COLOR No.15090 FEDERAL . O:a.• FENCE POST,SECC ED IN STANDARDS 595b) p• GONG.FOOTING RAMP SECTION DISABLE ACCESSIBLE INTERNATIONAL ACCESSIBILITY CURB DETAIL SIGN USED AT PASSENGER LOADING ZONES. SYMBOL PASSE�. LETTERING uYaur AND szE sNALL caMPLrLOADIN � g�GN ABOVE SEE OLL 1E/ADA-1. PASSENGER LOADING ZONE SIGN CONCRETE WALK I NO SCALE 10 D.A. RAMP SECTION NO SCALE 7 ADA SIGNAGE NO SCALE 4 ADA SIGNAGE NO SCALE 1 CONCRETE WALK SLAB. 4'-0• (_DISABLE ACCESSIBLE STALL wre RAMP RE"10 VAE!WALK IS 3/4'RADIUS. 9' , 9' AT D111,01FNT LEVEL THAN PAIEONi ELEVATION NOTE:RAMPS ARE Not ALLOWED TO ENCROACH �N�TIDINAL INTO LOADNOAKDADRw ZOE$PAIIOID SPACES, I T2'EXPANSION MATERIAL 1 I RFRECTORI�AA W I TO BE AND VFINgRAR TRAFFIC LANES 12 AT 20'-O'O.C. U.N.O. ORPORCFIAU!ON SIM 1 'BEApB)TEXT 6 . :•. N EEgg11AALL Z - -1 PLAN PADITm SYMBOL 10• A ON SIGN 2• -1 PROVIDE AT VANLONG EXPANSION JOINT CONPERCRETE PARKNGST SPACE UM WHERE OCCURS ,3 BARS Y S7E}].VIBE P05f CONCRETE WALK SLAB. A.C.PAVING WHERE • ° �.+ CAP TOP OF POST SHOP PRY 8 OCCURS n •,}' fg 1/4"W X 1•D TOOLED a. m,-- 3" WIDECONTROL JOINT AT 5'-0•o.c TOP OF CM :&I -y BLUE b is z - —� PAVING3 gX yy STRIPING m 36•S -1Erk IH I I-1I1-J11�,n• a ) N B DGNTLI(NT H11E(SEE SITE PLAN FGR LOC.) %24•BARS O VAN CONTROL JOINT `o•G.C.MIN.z W. I. N IA. 0 PARK TYPICAL DETAILS NOTE: ALL EXISTING SIGNAGE WHERE THE WORD"HANDICAP'IS SHOWN SHALL BE REPLACED WITH THE WORDS'DISABLE PERSONS' (5'-0' - MI . DISABLE ACCESSIBLE PARKING STALL iT�N O VAN 12" LETTERS SECTION IN WHITE CONCRETE WALK NO SCALE 11 WHEEL STOP DETAIL NO SCALE 8 ADA SIGNAGE NO SCALE 5 ADA PARKING STALL I NO SCALE 2 NOTE MOSS SLOPE OF LANDING AREA 17" DOES NOT E%�2x N ANY ORiECTNR7 —UNAUTHORIZED VIN IF E IS 1T55 EEDMAM X I NAN 111E SLOPDIRECTION WALK WAY MEDIUM _ EQUAL EQUAL OF TIE FANNED OR FLARED SIDE MAY SIGN: PASSENGER LOADING ElE POSTED O0 BROOM FINISH EAdI BITA) )SEE NOT EXCEED 1:12(8.331Q m 1 ZONE NO PARKING(MITI I.S.A) SITE PLAN FOR IDCAl1DI1S) - e•CURB (SEE DETAIL M SIM.) cNi - BLUE PAINTED BLUE 7 uNE OF WALL OR BACKGROUND GROOVED Dow MUST - OTHER OBSTRUCTION SIGN TO STATE CIEARLY AS SHOMN BE ON THE LEVEL SURFACE + � i IN 1•HIGH LETIERpG MN WH11E AT THE TOP OF THE RAM ., -�- 3 7 EMBLEM� (SEE DITAL 10) 3'YAOE BLUE _ BORDER Post CAP No TOPOF OPOSTT- S• _ SHOP PETITE Q NNeMM ® •- VSKOSRAYNG msIIMPL..- .. ! :• eA� RAMP AMP o TDP aF ame OI nATEs . 1:12 t�• 1:12 -I :•x' PAVING ISSUED FOR PHYSCALLY ALIGN SLOPE O MAY BE MED MAY NOTES 1�I S OLE �� 4,...: 1:10 1/2•�BE ID BROOIA FINI57f N AT01111M WDM 1.ALL LINES(STRIPES)PAINTED BLUE. �/'CrCSI�I I�` P WIDE iNISrH HEAVY •IOAm YEHKU3 MAY BE ` o IEOAEFD AT 2.DISABLE PERSONS SYMBOL PAINTED WHITE REFLECTORIZED 45 1/2'BEVELED UP MiN wNc�c 9META CALL DEPT S'�A LL STRIPING ON BLUE BACKGROUND. *bm I LS 20'-0' ``II T 1 I 1 • (HIOW)S9S 3eoO MIN. _ S GN14 I ORIENTATION AND EXTENT OF LINES AS SHOWN ON SITE PLAN. DIA. TEXTURE O SLOPED PLANES I NOTE VEHICLE STANDING SPACES I I f L 4.A EMBLEM BE NT OFFICER WHEN A VEHICLE IS D IN STALL SO THAT IT IS VISIBLE 8Y PROVIDE NONSKID �E I S A�`-E MQ�OF CURB RAMP AND ADJACENT GROOVED BORDER MUST BE ON AND ACCESS AISLE MAY NOT EXCEED U IT I C L S • ND SC L� PROPERLY PAINTED IN THE SPACE CENTERED AT ENTRANCE TO &3.3X MAX ADJACE SHALL BE coN1RASTNG TO THE LEVEL SUFACE AT THE TOP 2%SLOPE IN ANY DIRECTION WITMHINFORMATIONETO CONTRACTOR SIGN STALL RECOMMENDED) ( L EQUIVALENT I TO HEAVY o CC ESS I V LE ADJACENT ALL BE OF THE RAMP(SEE DETAIL 10) R N o L�1 SHE E T L BROOM FINISH I' PRONS J� /`U� I (��/r� ,I r (�I IF RAMP TRUNCATED OWES(SEER 12 �4SSCNGEk L"yt (MG a"E C 1 G06 NOTE ALL EXISTING SI(;fdAGE WHERE THE WORD'HANDICAP'IS SHOWN / NOTE ALL EXISTING SIGNAGE WHERE THE WORD'HANDICAP'IS SHOWN 3 jw� •Lti UO SC ALE .J SHALL BE REPLACED WITH THE WORDS'DISABLED PERSONS• �(J SHALL BE REPLACED NTH THE WORDS"DISABLED PERSONS' I •D A 42'MIN. MAX Z a?5 n 24"MIN 7'-7 1/2 1� � 1 i/z' 48•' MIN EQ. L EQ. L 1 1/4• cLR.TO 1 1/2-CIA. STEEL GRAB BAR FD CL MOUNTED O 33"A.F.F. REsfRooM DOOR MOUNTED SELF-ADHESIVE CENTER VINYL SYMBOL OF SYMBOLS COLOR & PATTERN TO CONTRAST W/ NOTE: 3' SYMBOLS DOOR WATER CLOSET CONTROLS Il DOOR, TYP. SHALL BE OPERABLE W/ A. GRAB BARS(RNCLUDINO CONNECTORS,FASTENERS,SUPPORT. ONE HAND,&SHALL NOT 54' T.S. BACKING•ETC.) SHALL BE DESIGNED TO SUPPORT A 250 POUND REQUIRE TIGHT GRASPING, LOAD APPLIED TO ANY PORTION. PINCHING OR TWISTING OF ❑ B. GRAB OARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. THE MOUWRISNTED 0 WIDE ID BE MOUNTED O WIDE SIDE m OF TOILET NO MORE THAN ? 3 12' j LL 44'A.F.F.THE FORCE MAX. .4 FlN REO'D TO AGNATE SHALL _ BE LESS THAN 5 LBS. -OWNER TO PROVIDE AND INSTALL* SIGNAGE NO SCALE 7 GRAB BAR DETAIL NS 4 WATER CLOSET DETAILS NS 1 14- MIN. NOTE: URNAL CONTROLS SHALL BE OPERABLE W/ ONE NANO,&SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF MIN. THE WRIST,CONTROLS TO BE MOUNTED O WIDE SIDE OF URINAL NO MORE THAN 44'A.F.F.THE FORCE REO'0 TO ACTIVATE SHALL:]I. BE LESS THAN 5 LBS. M DOOR 17' \ N. 30'x45 REQUIRED ALUMINUM SILL CLEAR FLOOR SPACE NOTE: R FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE N Wa WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING 2 o w0 OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE T CONTROLS SHALL NOT BE GREATER THAN 5 LBS. LEVER—OPERATED, I THE MAX DIMENSION URINAL PUSH—TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EQULT EXTENT AL RI THED AMPL.ES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE U R ALLOWED IF THE VALVE REMAINS OPEN FOR AT LEAST 10 SECONDS. WRAP HOT WATER AND WASTE LINE WITH INSULATION SILL @ EXT. DOOR 3" = ,-0" 8 LAVATORY DETAILS NS 5 URINAL CLEARANCES R6ALE 2 1/4-THK.SYMBOL CENTERED ON DOOR O BO-ABOVE FINISH FLOOR, AND TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. z 11 12' COVER OHYEft �� s O o L ® + $ UU � Q 3P WOMEN MEN NOTE: NOT ALL FIXTURES OCCUR. SEE PLANS,MOUNTING HEIGHT SHOWN IS ONLY FOR FIXTURES THAT OCCUR ON PLAN. RESTR H/C SYMBOL SIGN OO IDENTIFICATION SIGN AT EACH RTS„KELEVATION- HANDICAP )OM ENTRANCE AS SHOWN O OWN N SIGNAGE TO BE FABRICATED OF METAL WITH ENA MEL PAINT FINISH SECURELY MOUNTED TO WALL AT RESTROOM.CAULK AS NECESSARY TO FINISH TO WALL SHEET: S I EQ A GE Dl ELECTRICAL NOTES I ALL14[CIRIGLWORK ATO[L O IN ACCORDAN--Co..--CAIAPoI IA[LtLTI11C OOO MOUNTING:Existing �I.U$H PANEL NO I j MAIN COD[AND I.00ALCODt0.R10 LA—ANDtrANDA—ANIN0DRI.tn[ROYCODcwxtatr CAM p [law NORL Rt3RrICOVt atWlRMrxTL TNc rtAra YBALL covcRn,ecr noTNINc on Txtu ruN4 [HALL[8 mTQItR[T[D K AUTHORITY TO VKN.AT[ANY CODROR RCOVIaTNNt ALLtLECIRtALW WM0w NTN Dt—G5.NLWUNIIVOTIGW6tnO- Ot , irl// V VOLT S:120l 2a0 PHASE 2 BUS 200 AMP l ALLCORDUCTORY BNALL[ttIZZiDrOR lliw'N/IMIrN COrrR UNI.tlYOTKtRW14[NOT{D. n tLICTaICALCON'AACTOR BNAI.L rROV1pt ALLDMCp CORTRW BQUrMBNr,CONOUR MDWIREK OOO GOUHMEI 13AKEHY AND COFFEEHOUSE 4NOWII ONM[dA.N ICAL,nAD1NNc,Ar1D ARMIILCIVRAL DRAwmCdALL WMKr[RIORM104HALL LOCATION jWATIAGL - WATTAGE- LOCATION EXISTING METER COARUANR WCtK 66HMIC R. RItMAN DKE MANN{R.ALL D[VKtl A.TOt{MOII'rTIAIH D A 0 R 0 C LTG REC MISC BKR CIRC i f CIRC OKR MiSC REC LTG 0 A 8 O C - CfOR fir.ALL rROVID[DIYCONn[R SWMMtl POR ANY[ONPMLYf AY QVI N ec marALLwmACISANIM414ro Site Location: Sub Panclf 3400 125 3 - 60 xOOO Suh Panel 10 a �OLNSCTORYRA11 rnOV p[rOWLR TO wLL{W TM[NT R[OUIRpO[LtC[R CAL Sub Panel2 3A00 5 ) rtArALLRTR[giCTRIGLGGNTMCIOR'Y RLSTONItILRY TOYNi ALL AmCTOHfp%tl 0.[ONR[D Y 1.0 G I 20 6 960 Outlet E%I$TING AC VRD NC TO ttC iAt lTM1[.IANDM 133 N. Main Street A/C 2 2500 9 1' a 8 ! 20 1 6 960_ PULL BOX DMWIIIW TOR IOCATION D.ANY AR(]IR[CIIIMI.YTIIUCIUTUI,CML.OR[TtCNANICALRtaLT. 11 oauDL a TKt[IaLTR1cALDuwowYAu[ss¢rr1ALLr DucRANMAnc oo NOTBGIATx[[L[CI111CAL lights 360 6 20 13 10 20 _ 6 360� Lights RtrtllTOlM ArrROrt1AT[DYOrIJNI'YDRAWINCrrORTKL R[QUIRtD MI011MATpn.wFtOltR Lights 300 5 10 15 i 11 IS 1 - 300 TO EDI$ON Y1101YN ON0MWmp ORNOT,ALLCONOVITrtNR11AT10NYTRRWGN IIRe MT[D R00P.Y1-AOA Lake Elsinore CA 92530 j G AeraL SUPPLY 9RAr1A AND wAuswAlucuuDACAmarTNCYrauoor rmt oR4NORCW Ku AnacvtD A -y 14 IS - I 300- General - M2 ANp CONWRYTOr OR 4LARItOY[D IIat RtY1Y1'AIRYGLAItT. (951) 245-1166 16 20 1 6 OuU,t ? TII[CONIRACTplBNALL[V[MRGTAIOC CTItl.GII MGMT NXTUR[L PAN[LtOARDL twTTCHLf. tR[AI3R4,ANDALLCONIROL D LAMYY ANDL1LA[TYM [N[RGYSAYINGT ALL .'::9 - - I rI.L4WNRRt bCD rT YXUR NAIN"MY AWGB (CLC tLLAYI)AND WATT AbT0UU,.0Rtla00. TR MISG rANtUDARDY,CRICUMU"KU&1MtCL0CKk MOT0R DMOD 1LCrf,YWRCKRR YTART[RA AND OTR[R TYDYW i APPARA M.THt OrIXAIiON OP,ORCONIROL M ArrIAUKTSOR[QUIrN@rT4NALL M Owner/Contact #• I N[AILYANp rROrOLY MARK[D W1 M[cR Ym OUG%ON wHDt RAK[L RNAMV ATL is TOO 1,25.., 11.rAN[LtOARM WALL[[NIOVIDW WRHTYrtwRITT[N rMtLrC6TOVUMOVNlID RL401[tACIrrM4 Kristen M. Hertz PANEL SUB PANEL UO PANEL AND BNCRAV[D rRD1.ARYlT[CONDART tAN[L LAN49 AONYWMCRCGRS rL rMvlp[ACOMrI1T1�K tUILT�rR01[LUWH[M1M[TO BROW tVtRY CMAMCt(xOM TH[ (951) 285-8136 O0.IGINALORAWINfSYr[CIrICAT10Nt 1>ALL ImDtRGROUNDCDn WIRYNALLRt[ALeO rOt Cit 100.4(ti WATTS/PHASE A= 15140 10 8= 0= I4 COIIIMCIORD[HALL rwvmttLccTITc.Lcaolmo TO ALL[puRMRNr R[Wlunc eucrwuL e9nNarnorct cvNraALmRsxALL ALtD DIsrALLwARnTs[W IrN[xreRourm4To ALL t0U1rM[Nr . - KRtWIatD. _ -._ -_. _. _.. --.-.. _. _ uALLTxeRttosrATa eNALLINCLUDt•avrAtlnMeR lraTALL[D Ao1AIxNr Touex TH[RAMYrAT. TOTAL WATTS lsap LCL:.?xs�� 3785 ItALL—GLWO -AWCOMrLYWRHI9NN[G IT.ALL tOURNTMYRALL tl LOTtD[Y 0.[GYIGNLL[Dt[4TINC 1-ILLtL LL L.61C1 IL IIGMrKTVR[mCONTACi WRRIN{ULATIOr1 Y11ALL t[V.LLLRRD IOn TN1RMAl.[ARROROR PANEL LOAD: 20.19 FEEDER AMPS: 200 Amp rTK1YD{AYIT YYRIIYfUM C W II.INCL ' It.MOUITTN[PMlIIWINGApK NNWI BOOR,OVILLTY IYM p',bWRCNR J['TOIY, 111[RMO4TAT3.lf'TO 11'. 10.ALL rANL1.SHALL[[6GItl aATLD ANO rR01[NLY IOi1RPl[D r1R SIRIOH 11031 LSC MOUNTING: FLUSH PANEL NO. 2 SUB-PANEL MOUNTING: FLASH PANEL NO. 3 SUB-PANEL VOLTS:120E 240 PHASE 2 BUS 100 AMP VOLTS:1201240 PHASE '• 2 BUS 121 AMP LOCATION WATTAGE WATTAGE LOCATION LOCATION WATTAGE 0 A 0 p 0 C LTG KLC M1SC UNR CIRC 1 CIRC DKR - MIsC REC LTG 0 A 0 0 C p A 0 B 0 C LTG NEC NISC 8KR C1HC 4� CIRC OKR MISG REC LTG WOTTAAGE 0 0 C _- --.__ -- -_.._ _-__- LOCATION Ma1n 3 .'. .� i x 20 1 - IOJO C ton ___.._ _ �. 1 ZO 5 FJ Oven Main --_ _...1 t � L 100 RMrge,ator 1080 q 20 I t IpgO [onvrxtron 3 �. _ -- 125 2 IS 1 780 4 - ef.PreP _ R Reingerator 810 1 IS 7 I 3 6 15 I i DD0 Oven Miter 1800 : 30 5 t F 4 20 t .140 Cooler FreOzcr 680.. 1 IS 9 +r d •. 600 EYPrestD 2500 - 9 @ J 8 15 1 30 t1 :i § 6 20 f 940 Deli Case Freezer 1580 3fi0 General Maurine ; 1 20 11 10 15 1 360 GeP¢rar Refrigerator Sao15 Proofer 650 1 15 13 • 12 ZO 6 Ice MaNirre 560 General LAO � i S� 360 Outlets 15 l5 j t 10 15 3 I t 240 GencralL 6 15 15 r3 to - Spare 640 - Lights Spare - t i,; la 20 6 WO General 16 Share I a MIM , ..3.,.....J _ I ( WATTS/ PHASE n- U_ C_ WATTS/PHASE _A- 1o96p 8= C_ TOTAL WATTS'. 8350 LCLp25'.' 221.5 - TOTAL WATTS: - 10980 LCL(I;,zs^ vas PANEL LOAD: 9-07 FEEDER AMPS: j 35 PANEL LOAD: 13.73 FEEDER AMPS: 35 ......................... F S J^ ELECTRICAL NOTES i sua-vanes. 00-00 --- --- ------------ co wtaaaaaaa»aa.�aau�xaaaaaaaa raaaaaaaaa'aaaaaw.�a+w , 'aa+�aaaaaa aaaaaa.�aaaaaa 1..� ..—..... ....7- 0133 — .... O O GOURMET BAKERY AND COFFEEHOUSE I 0 - Site Location: u AZ � F � m N. Main Street Lake Elsinore, CA 92530 951 245-1166L11 ,�- � - -- . Owner/Contact #. f Kristen M. Hertz _ --� _ xaaaa a ..-aaaaaaaaaaaaaaaa , _ 951 285-8136 ------------- �raaaaaaa.�aa. .......a......aaaa..aaaa...aa�l°la'�aaaa�aaaaaiaa n..aaaaaa..aa •�` aaaataaaaa*.'e� .,, _ aaaaa+cKaaaaaaaaa- ahaa�ataaaah as�a�acaalaaaahaa�.�............a....aa...a f 1 suit PANLL 98'6" NOTE: EXISTING OUTLETS NOT SHOWN ELECTRICAL SCHEMATIC --------------- ELECTRICAL CONDUIT LINE 151 EXISTING 208-210 VOLT OUTLET WALLS SINGLE I10 VOLT OUTLET SHIM: '� i, l IE Z, SURFACE FLOOR OUTLET ELECTRICAL PLAN I It-000 0 ,_Q0'JfWkNf C�HECWLIST 7- .0 OL0 Jt; 0 0100 BAKERY AND COFFEEHOUSEQ���p4y� 0 F.tmktr�, fv0h,(IA N if r h1FNT1-' LimberIbnn COMP. TRUE x 1 0 X 3 ECON-AIR A_ X 31 FEDERAL 4850 SC-2 X Site Location: Mai 46 , 2 32 x 75 GAt 7500 13TU FEDERAL 3 RHEEM 75175 X WA j 4 NIA Ha COUr 3 wide.x 2' 34 ;P­ NIA x hightV?'K'overhang HOBART x 35 12G 11 133 N. Main Street -q—, NIA 36 x inpi�d­Rd, HUSSMAN ARVO 135 UNIVEX x x 6 a x —x X Lake Elsinore, CA 92530 1 X I X I x (951) 245-1166 x TRUE TUC�27 x : x ; x 4x ICEU OW 10 LAMARZCiCCAT LNEA3-A 12 x 13 14 x Owner/Contact #: 15 i x 16 UNIVERSAL X Kristen M. Hertz VE__SAL X A 148 X 29 17 Fir-—p 1.1— TRUE TSSUGU-16 X X 18 Cl­ x (951) 285-8136 19 H-d Smk__ x x —x x x x x x x X 22 i Dccr Fr-- TRUE 23 3 D­F­­, TRAULSEN 31010 E x X 1 L; _j 2Z 0 TRAULSEN G31001 x X 25 TRAULSEN GH2-321 A x 26 Nu_VU OPL2.8 x�tl x X 4 t 27 C111bk 1­1.11. GARLAND G1200 x GARLAND TC-4 X TC-4 x %LAND COUNTY OF RIVERSW COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALIH The proposed to #uctionjequi,,nwd installation is approved. Mactied mriectfon --—---------------- APM-d _ZLl` ——------—----- Th 5 awwal does not­dhorite the v1018Iipn of Wr UI... -d. n,,,oF orbs,Fg.j.fi­ % Ral qs 1 22.1 23 1 25 24 1 1 1 26 _.X F,_ sh"', 27 28 29 30 RECEIVING pui Li :,IF 1,w7 SO, W I 0 32 Hill 3 f ;H! t Hil 11 !M ll! -�m \ n�i �11t1 rif°I£ iS 1;31 ids t$ ........... -ulzi) El EQUIPMENT 7 t 8 12 i 13 IS 16 17 1 1 13 36 35 33 1 PLAN 98'6" NOTES&SPECIFICATIONS: 1. ALL WORK MUST COMPLY WITH STATE AND LOCAL CODES 2. 20 GAUGE STAINLESS STEEL ALL WELDED HOOD CONSTRUCTION 3. PROVIDE ADEQUATE MAKE-UP AIR 100% EXHAUST OUTLETS SHALL BE 10 FT MTN 4. HOOD TO BE 18FROM ANY COMBUSTIBLE MATERIALS OR 3INCHES CLEAR FROM PARTS OF THE BUILDING AND MINIMUM FROMM I HOUR FIRE PROTECTED WALLS OR CEILINGS. ADIACENT PROPERTY LINE OR AIR INTAKE OPENING INTO ANY BUILDING AND SHALL S. MAKE UP AIR TO BE LOCATED IO FT.AWAY FROM EXHAUST BLOWER OR SEWER VENTS BE LOCATED SO FT.MINIMUM ABOVE �00 00 6, OWNER TO PROVIDE ROOF ACCESS ADJOINING GRADE LEVEL. T. GREASE DUCTS CONSTRUCTED OF 16 GAUGE GALVANIZED METAL WITH LIQUID EXCEPTION: TIGHT WELDS. f4M: proAde make-up air in E%HAUST OUTLETS MAY BE 5 FT.FROM Q 8. DUCT SYSTEM SHALL SLOPE A MINIMUM OF A I/4 INCH PER LINEAL FOOT TOWARD wwrvf..Ie�{� �L�ELfE}L ADIACENT BUILDINGS,PROPERTY LINES o p 0 THE HOOD OR TOWARD AN APPROVED GREASE RESERVOIR. accordance LV the UnOwn OR AIR INTAKE OPENING IF THE AIR FROM GOURMET BAKERY AND COFFEEHOUSE tp�Ey�r�/Ef�p EXHAUST OUTLET IS DISCHARGED AWAY i9- CLEAN-OUT OPENINGS SHALL BE EQUIPPED WITH TIGHT FITTING DOORS,CONSTRUCTED Mechanical`D& FROM SUCH LOCATIONS.SOB.9 OF STEEL HAVING A THICKNESS OF NOT LESS THAN THAT REQUIRED FOR THE DUCT. DOORS SHALL BE EQUIPPED WITH A SUBSTANTIAL METHOD OF LATCHING,SUFFICIENT + TO HOLD THE DOOR TIGHTLY CLOSED.DOORS SHALL BE SO DESIGNED THAT THEY CAN DISCMWE Site Location: 8E OPENED WITHOUT THE USE OF A TOOL. CLEAR 10.FIRE SUPPRESSION SYSTEM INSTALLATION B INSPECTION REQUIRED FOR TYPE l EXHAUST HOODS R GREASE DUCTS,SEC.2004B.FUEL FOR EQUIPMENT SHALL BE I I I I ELECTRIC y CAN MFG. INTERLOCKED WITH FIRE SYSTEM TO SHUT DOWN EQUIPMENT. I I I( SWITCH By CAN MFG. 21.BLOWERS MUST BE A MINIMUM OF IO FT.FROM AIR CONDITIONERS EVAPORATIVE CEILING DIRECT OR BELT 133 N. Main Street COOLERS&PROPERTY LINES MAKE-UP RIVE MOT URAS Lake Elsinore, CA 92530 12 DISTANCE OF BOT OM OF CEILING TO THE HOOD TO BE 3INCHES MlN(AIRSDACE). : PKEIER{ AIR � SIRD SCREEN (951) 245-1166 13.METAL COLLAR TO SEAL DUCT AT POINT OF PENETRATION OF CEILING AND/OR WALLS MIN FIELD PAWC.ATED 14.PERFORMANCE TEST TO VERIFY THE RATE OF AIR FLOW&PROPER OPERATION A�Ar '1V MIN LY R OOF�� [-- — ----r J 1 u.r� SQUARE AWPf.&1•JE c.L.CAI AND AS REQUIRED IN FOR U.M.C.CONTRACTOR TO SUPPLY NECESSARY EQUIPMENT I I I NLKFAP DI1ET�QI :FLASHING Jiyy REQUIRED TO PERFORM TESTS. I ( I i -.. Owner/COntoct #: 15.ALL EQUIPMENT TO BE U.L.LISTED OR EQUIPMENT APPROVED TEST LABS(AGA OR NSF) -----•— --�---- HOOD ANGLE IRON OVER 11'O'• ANGLE IRON OVER E,,E Kristen M. Hertz %CURBS IN G.EXHAUST BLOWER AND MAKE UP AIR TO BE CONNECTED BY AN ELECTRICAL - — ---CANT INTERLOCKING SWITCH to 0" ROOF 0.AFTERS 3F -If2"FIRER CANT '. (9 51) 285-813 6 11.ALL EXTERIOR UUCTLN.TO BE 3INCHE1 MIN.FROM NON-COMBUSTIBLE E%TERIOR WALLS MIN CLEA T)P 11,MAKEUP AIR DUCTING SUPPORTED TO THE STRUCTURE EVERY 3 FEET, 24BLOCKIX...X I�41 y ATTIC IRON.SURE Ce 2'"X i"u'32"O.C.FURRING IF STUDS FROM ROOF SHEATHING ROD�F+I�. TO T-BAR CEILING NOTE: ATTACHMENT 3 28' PER f,F�D MFGlR C i BOA DF T 1ITTPE X GYP BOARD AT BOTTOM OF 'I MECHANICAL EXHAUST VENTILATION SYSTEM PLAN CHECK DATA ', ATTIC (64 jf(Y�- I$I F DUCT SHAFT(TVP) 1.DUCTS EXPOSED TO WEATHER SHALL E90 W/MYLAR BE PROTECTED AGAINST CORROSION 1. SUBMIT TAIR DU)SETS AI FRONT AND SIOE ELEVATIONS FOR FAIR SYSTEM WITH EXHAUST AND MANE-UP AIR DUCT DETAILS. /8 TYPE%GYP BOARD PFR ((�'j FIRE GUARD /y (G.I.ACCEPTED) EC)1 t,cH2 2. 5U OMIT A SEPARATE DATA SHEET FOR EACH HOOD WITHIN THE ESTABLISHMENT.IDENTIFY EACH 2.FIRE RATED SHAFTS FOR MAKE UP HOOD BY NUMBER 10'95 SKIRT CLEAR AIR IS NOT REQUIRED IF IT IS NOT 3. FOR CLARIFICATION OF REQUIREMENTS,REFER TO THE UNIFORM COMMERCIAL CODE"COMMERCIAL I HOUR CEILING IN BAKING F rrr Q 1a'rrAx TER ew.l�n rn 3' CONNECTED TO A HOOD. HOODS AND KITCHEN VENTILATION. COVE 9A.SE AREAS WITH MYIAR COATED / � _.._... I.l.- CLE SURFACE ID N.F-11.1 X6ALTERNATE TO RATED SHAFT `HOOD(CHFc A PucgetE CATFGOH[E5) 0 WITH S/B TYPE X CONSTRUCTION IS TO USE"THERMAL DUCTS TO CLLf('rYPJ PLASH ALL-AR l0fs T R E cHT cnuLN Ar ROOF SHEATHING. CERAMICS"FIRE MASTER DUCT TAPE TYPE - _TYPE 2 �� ON ENTIRE ASSEMBLY TO CONFORM CANOPY_%_ __COMPENs TING_ —__ NON-CANOPY______,__ X B FIRER A D -- �GPT.45r i UP AIR IS NOT REQUIRED IF IT IN REASE TRnv TO STATE FIRE MARSHALL LISTING QIR�.ANCi1GIE TO IS NOT CONNECTED TO A HOOD NO.2440-1361:100 UL LISTED GREASE EXTRACTOR-_._ CLgCIM^r Z LAYERS OF S/B TYPE X GYP �I(1' I GD � SWO.ROOF fr f I s/e•Q"RDRv TILE wIT H SIZE LENGTH ll... iT.%WIDTH. N..__FT(INSIDE DIMENSIONS) BOARD AT BOTTOM OF SHAFT AI'b/REg�U�L.A9 R&i'D.AT �T' DISTANCE FROM LIP OF HOOD O: TOP OF OVEN 12,_IN.FLOOR-,__28-___IN. PryA�7QplEB OF CM941 WATT (gE�CTOR 1/4'HANUf BACNER NOTES: FORMULA USED FOR DETERMINING AIR FLOW Q II_X 300 __ �Cf PGR NDV oPENMG. UP ALTERNATE FORMULA ______ jypq���(��� 1. CONTRACTOR TO BACKFILL OPENINGS TALLI HOT PITCH AFTER ALL S[RVTCES AND —- 1 LAM �/AE R� REFRIGERATION I IN[S HAVE BEEN INSTALLED AND TESTED TOTAL[FM 3300 _ _ W OR IX!V �N 4 MIN I2. THE EQUIPMENT DATA IS FOR REFERENCE ONLY THE EQUIPMENT MANUFACTURER PROVIDE 51%(6)INCH OVERHANG BEYOND COOKING EQUIPMENT ON ALL OPEN SIDES. I CANT SHALL INSPECT SITE,AND VERIFY ALL CONDITIONS AND TRADES. NOTE:NO EXPOSED HORIZONTAL PIPING WITHIN THE HOOD CANOPY. (NP� 3. THESE DRAWINGS ARE ONLY SUPPLIED AS A GUIDE AND DO NOT ADDRESS ALL THE SITE AND CONSTRUCTION CONDITIONS. i EXHAUST DUCT: 4. IF NEW TOP EQUIPMENT IS VISIBLE FROM THE STREET,PROVIDE SCREENING DUCT SIZE _ SB"X LB" D(. RA"TR) �L GTM IX.TR{M�B JOMT PER CITY PLANNING AND BUILDING DEPT.REQUIREMENTS - - ---" �� BCRN (1 NRJ _ _ — — SQUARE FEET OF DUCT AREA: 2.25 AND — S. ELECTRICAL INTERLOCK TO THE EXHAUST FAN UNITS SERVING THE EXHAUST HOOD. NUMBER OF DUCTS:_. 1 (1)OUTLET PER t2 FEET OR FRACTION THEREOF �F�r� EX RAFTtR) ,6. CONTRACTOR TO BACKEILL OPENINGS WITH HOT PITCH AFTER ALL SERVICES EXHAUST DUCT VELOCITY 14.66 FEW(CFM DIVIDED BY SQ.FT.OF DUCT) B� M7.AR SHEET AND REFRIGERATION LINES HAVE BEEN INSTALLED AND TESTED. $TART/STOP GREASE FILTERS OR EXTRACTORS: AND IN M $7ATKIIL AOJ EQZ THE ABOVE DATA IS FOR REFERENCES ONLY.THE EQUIPMENT MANUFACTURER TO Lktl1S SHALL INSPECT SITE AND VERIFY ALL CONDITIONS AND TRADES AND APPROVE U PRIOR TO FABRICATION ORINSTALLATION. RATING N/A._CEM I'• I N. THESE DRAWINGS ARf ONLY SUPVLIED AS A f.UIDE AND DOES NOT ADDRESS DIMENSTONS''-­-"- [N.% IN AJB 1 K QC.ALL THE SITE AND CONSTRUCTION GUIDELINES F.NCT..At SURFACE AREA PER FILTER ._.. _ 2-5,V I IM 7E1 �N Sim KITCHEN HOOD EXHAUST NUMBER OF FILTERS TO BE USED B•11IN CLEAR 21 4 STUD NALL PII ING DIAGRAM DLCr To GYP B62OD�"EaB•P 2 E4•x7N K HOOD MAKEUPAIR 14.O.G SET AT T4 afarzeE$ DETAIL CFM'S 3300 ELECTRICAL INTERLOCKING SWITCH WITH EXHAUST__%_ MECHANICAL DUCT CURB GREASE ROOD EXHAUST FANS AND MAKE-UP AIR - UNITS SHALL BE ELECTRICALLY INTERLOCKED. I *GENERAL REQUIREMENTS' *RESPONSIBILITIES *THERMAL&MOISTURE PROTECTION* *METALS* OF THE CONTRACTOR* INS I RUC I IONS REGARDING DRAWINGS: 1 ALL WORK AND ALL CONSTRUCTION METHODS AND MATERIALS 1. CEILING INSULATION SHALL BE R-JO(14-19 MIN.PER 111 LL 24) 1. ALL L%POSED STRUCTURAL AND M3SCLLLANLOUS SiLLL SHALL 1. GENERAL NOTES,NOTES AND TYPICAL DETAILS APPLY TO ALL SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODES RECEIVE ONL COAT OF STANDARD SHOP PRIMER PAINT. DRAWINGS UNLESS OtHLKWISE NOTED- AND OTHER RULES AND REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION.BUILDING CODE REQUIREMENTS 2. WALI.INSULATION SHALL BE R-13(3-1/2"STUDS) 2. ALL HAND RAILS AND RAILINGS SHALL BE CAPABLE OF WITHSTANDING 2. THE ARCHITECTURAL,CIVIL,STRUCTURAL,PLUMBING, TAKE PRECEDENCE OVER THE DRAWINGS IN ALL CASES.IT R-19(5-1/2"STUDS)AT DEMISING WALLS 200 LBS.CONCENTRATED LOAD AT ANY POINT FROM ANY DIRECTION MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE READ AS AN SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR OPT TONAL SOUND INSULATION IN INTERIOR WALLS AND 50 LBS.UNIFORM LOAD APPLIED SIMULTANEOUSLY IN BOTH INTEGRATED DOCUMENT AND ANY ITEM REQUIRED BY ONE SHALL MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE VERTICAL AND HORIZONTAL DIRECTIONS. BE INTERPRETED AS BEING REQUIRED BY ALL. DESIGNER/ENGINEER ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS, T ALL GALVANIZED SHEET METAL SHALL CONFORM TO ASTM A 526, 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE G 90,MILL PHOSPHATIZED. FRAMED SIMII All TD TIIE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. I. CONTRACTOR HEREBY GUARANTEES TO THE OWNER THAT ALL 4.STEEL PLATE AND STRUCTURAL MEMBERS SHALL CONFORM TO ASTM A 36 MATERIALS,FIXTURES AND EQUIPMENT FURNISHED TO THE 4. DO NOT SCALE DRAWINGS,SUB-CONTRACTORS SHALL VERIFY ALL. PROTECT ARE NEW UNLESS OTHERWISE SPECIFIED.CONTRACTOR OOO CONDITIONS AND DIMENSIONS ATTIIE JOB SITE PRIOR RIDDING FLEE WARRANTS THAT ALL WORK WILL BE OF GOOD QUALITY AN AND COMMENCING WITH CONSTRUCTION.NOTIFY DESIGNER ANY FREE FROM ANY FAULT OR DEFECTS. ERRORS OR OMISSIONS ON CONSTRUCTION DOCUMENTS,BEFORE COMMENCING OR CONTINUING WORK. I. TEMPORARY BARRIERS AND/OR PROTECTIVE CONSTRUCTION FENCE *DOORS&WINDOWS* O �� � SHALL RE PROVIDED WHERE REQUIRED BY THE BUILDING O O S. ALL DIMENSIONS ARE TO FACE Of STUDS,CONCRETE,OR MASONRY DEPARTMENT GULSHALL BE CONSTRUCTED IN ACCORDANCE WITH GOUHM EI'HAKE RY AND C.OFF EEHOUSE UNLESS OTHERWISE NOTED. THE PLACE OF C REGULATIONS AND ORDINANCES GOVERNING THE PLACE Of CONSTRUCTION. 1- ALL EXIT DDURS SHALL BE ABLE TO BE OPENED FROM THE INSIDE W IIHOUT 6. PROVIDE 6-INCH OR WINCH STUDS OR FURRING TIIE FULL THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,OR,SHALL BE -- - -- - --" "-"'-- LENGTH OF THE WALL REQUIRED TO ACCOMMODATE PLUMBING 4. SANITARY FACILITIE5 SHALL BE PROVIDED AND MAINTAINED BY PROVIDED W ITN A READILY VISIBLE,DURABLE SIGN ADJACENT TO DOOR AND/OR ELECTRICAL INSTALLATIONS. THE CONTRACTOR DURING CONSTRUCTION PER APPLICABLE STATING"THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" *GENERAL NOTES REGULATIONS. WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN I"HIGH. Site Location: 2 UNLE5SOTHERWISE NOTED,ALL VESTIBULES,CLOSETS, ALL DOORS TO BE EQUIPPED WITH PANIC HARDWARE. COLUMNS,PROJECTIONS,RECESSES OR OTHER ADJACENT AREAS 5. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY 2. ALL DOORS WITH GLAZING SHALL BE PROVIDED WITH TEMPERED WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED SERVICES AND CONNECTIONS DURING CONSTRUCTION. SAFETY GLAZING PER U.B.C.A PERMANENT LABEL PER SECTION 2406.2 1- CONTRACTOR TO FIELD VERIFY AL L DIMENSIONS,VCR I ICAL CI.I ARANCES. FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. G. CONTRACTOR MUST VERIFY ALL DIMENSIONS,ELEVATIONS AND 2, ALL WALLS TO BE 5/8"GYP.BD.TYPE%. 133 N. Main Street 8 ALL WORK SHALL CONFORM TO THE LAW AN EDITION OF THE UNIFORM SITE CONDITIONS CIE SHALL NOTIFY THE DESIGNER/ENGINEER 3. ALL GLAZING WITHIN 12"OF ANY DOOR AND LESS THAN 60"ABOVE FINISH BUILDING CODE,AS WELL AS LOCAL LAWS AND ORDINANCES HAVING OF ANY DISCREPANCIES BEFORE STARTING WORK. FLOOR SHALL BE TEMPERED SAFETY GLAZING PER U.B.C. 3. INSULATE DEMISING WALLS PER SECTIONS. ]URTSDICTION. Lake Elsinore, CA 9253E OF THEANY DRAWINGS OR SAD/ORG5ERALN TES SH THE ARIOUS L.BEBR BROUG­TSHT 4 INSULATE CEILINGS W/0.-30 INS(MIN R-19). 9. ALL ELECTRICAL,ACC MECHANICAL,PLUMBING AND DES.19 9 LANDSCAPING WORK OF THE DRAWINGS AND/OR GENERAL NOTES SMALL BE BflOUGNT t0 SMALL BE IN ACCORDANCE WITH APPLICABLE CODES,1999 NEC SEPARATE THE ATTENTION OF THE WORKDESIGNER/ENGINEER BEFORE S. CEILING HEIGHTS PER PLAN-FIELD VERIFY HEIGHT OF EXISTING BUILDING. (951) 245-1166 APPROVING AND PERMITS SHALL BE OBTAINED AS REQUIRED OCUR PROCEEDING WIT"ANY WORK INVOLVED. GOVERNING JURISDICTION.PERTAINING TO THE TORS SHALL PROCURE AND 6. ALL OFFICES TO HAVE ADEQUATE SUPPLY AND RETURN AIR VENTS. PAY 10R ALL PERMITS PERTAINING TO THEIR SPECIFIC TRADE. B. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DIlCfS,PIPING,VENTS,ITC.AS REQUIRED.ALL SUSPENDED >. ALL AC VENTS TO HAVE ADJUSTMENTS FOR DIRECTION OF AIR FLOW VOLUME. 10.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. EQUIPMENT IS TO BE PROVIDED WITH LATERAL 8"CING. ��..}} 8. FIRE DAMPERS SMALL BE INSTALLED IN ALL DUCTS,PENETRATING Owner/Contact TY-: 9. IF EXISTING FACILITIES ARE RELATED TO THE WORK,THE i HR.WALLS&CEILING. CONTRACTOR SMALL NOT DISRUPT THE EXISTING SE RV ICES OR UTILITIES WITHOUT FIRST OBTAINING OWNER'S PRIOR APPROVAL 9. RELOCATE EXISTING SUPPLY OR RETURN VENTS AS REQUIRED BY NEW WALL Kristen M. Hertz AND INSTRUCTIONS. LOCATIONS. (951) 285-8136 HT CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL *FIRE* MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF ANY BASES 10, WALL,FLOOR AND CEILING FINISHES,MATERIAL AND COLOR SELECTION OR PADS TO SUPPORT SUCH EQUIPMENT. BY OWNER. ?HANDICAP* 11. CONTRACTOR SHALL VERIFY ALL PLUMBING AND EQUIPMENT SIZES 1, BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM DOORS&HARDWARE: BEFORE CONSTRUCTION OF CABINETS. THE STREET FRONTING THE PROPERTY.SAID NUMBERS SHALL HAVE A CONTRASTING COLOR TO THERE BACKGROUND. 12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 1. ALL DOORS TO BF 3'X 8" EGACY"SOLID CORE IN TIMELY FRAMES OR STRUCTURE UNLESS OTHERWISE SHOWN,114EY DO NOT INDICATE 2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT APPROVED EQUAL.VERIFY WITH OWNER. THE METHOD OF CONSTRUCTION.CONTRACTOR SHALL SUPERVISE LESS THAN 2-A WITHIN 75 FEET OF TRAVEL DISTANCE Of ALL AREAS I. PROVIDE 1-1/2 INCIMS CLEARANCE BETWEEN GRAB BARS AND WALL. AT CONSTRUCTION MEANS.METHODS,TECHNIQUES AND OF THE BUILDING ON EACH FLOOR. 2. ALL DOORS SHALL HAVE"SCHLAGE"COMMERCIAL GRADE HARDWARE OR EQUAL. PROCEDURES.OBSERVATION VISITS TO THE SITE BY TO BE OPENED BY A SINGLE ACTION,WITHOUT ANY SPECIAL KNOWLEDGE OR 2, GRAB BARS,HAND RAILS(INCLUDING CONNECTORS.FASTENERS,SUPPORT, THE DESIGNER AND/OR ENGINEER SHALL NOT INCLUDE 3. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE BE— EFFORT. BACKING,ETC.)SHALL BE DESIGNED TO SUPPORT A 25O LB.LOAD APPLIED TO INSPECTTONS Of THE PROTECTIVE MEASURES Of FIELD INSPECTOR. ANY PORTION. THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME,WHICH ARE 3, DOOR FINISH AND COLOR SELECTION BY OWNER, THE SOLE RESPONSIBILITY OF THE CONTRACTOR.ANY SUPPORT 4.ALL DRAPES,CURTAINS,HANGINGS ANDJOR ALL OTHER DECORATIVE 3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR IT T TINGS. SERVICES PERFORMED BY THE DESIGNER AND/OR THE PROTECT MATERIALS SHALL COMPLY WITH THE FIRE CODE SECTION 25.1U3. C EXTERIOR DOORS TO BE EQUIPPED WITH A DURABLE SIGN ADJACENT TO DOOR ENGINEER,WHETHER OF MATERIAL OR WORK,AND WHETHER SIATING'TH[S DOOM TO REMAIN UNLOCKED DURING BUSINESS HOURS" 4. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE PERFORMED PRIOR T0,DURING,OR AFTER COMPLETION Of 5.MAXIMUM(LAME SPREAD[LASS OF FINISH MATERIALS SHALL NOT WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN 1"MICH. OPERABLE WITH ONE HAND,SHALL NOT REQUIRE TIGHT GRASPING, CONSTRUCTION,ARE PERFORMED SOLELY FOR THE PURPOSE OF EXCEED THE FOLLOWING: PINCHING,OR TWISTING OF THE WHIST,NOR EXCEEDING AN ASSISTING IN QUALITY CONTROL AND IN ACHIEVING 5. INTERIOR DOORS TO OPENED WITH 5 LBS.MAX.FORCE. OPERATING FORCE OF 3 POUNDS. CONFORMANCE WITH DRAWINGS AND SPECIFICATIONS. CLASS l:VERTICAL ENCLOSURES THE REFORE,NO GUARANTEE OF CONTRACTOR'S PERFORMANCE IS CLASS 2:CORRIDORS 6. FIRE DOORS(WHEN APPLICABLE)TO OPEN WITH I0 LBS-MAX.FORCE. 5. LAVATORY SELF CLOSING ARE PERMITTED IF FAUCET WILL REMAIN OPEN FOR IMPLIED AND FIELD VISITS SHALL NOT BE CONSTRUED AS CLASS 3:ROOMS NOT LESS THAN 10 SECONDS. SUPERVISION OF CONSTRUCTION. 6. ALL DUCTS AND OTHER OPENINGS THROUGH FIRE RESISTIVE RATED >. DOOR HARDWARE TO BE A LEVER TYPE. G. URINAL AND WATER CLOSET FLUSH CONTROLS TO BE OPERABLE BY AN 13. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN WALLS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS ELECTRICAL NOTES: OSCILLATING HANDLE WITH A MAXIMUM FORCE OF 3 POUNDS AND ALL SUB{ONTRACTORS AND TRADES MOUNTED NOT MORE THAN 44INCHES ABOVE THE FLOOR. >_ ALL EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT 14. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,OR,SHALL BE I. ALL ELECTRICAL WORK MUST COMPLY WITH THE LATEST ADOPTED ELECTRICAL.. >. ON DOORWAYS LEADING TO MEWS AND WOMEN'S SANITARY FACILITIES,A SIGN IN SHALL CAREFULLY EXAMINE ALL SUB-SURFACES TO RECEIVE WORK. PROVIDED WITH A READILY VISIBLE,DURABLE SIGN ADJACENT TO DOOR CODE BY THE CITY OF LAKE ELSINOPE,CA(2000 NEC) THE SHAPE OF AN EQUILATERAL TRIANGLE I/4'THICK WITH EDGES ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED IN STATING THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 2. ALL OUTLETS TO BE LOCATED 12"ABOVE FLOOR EXCEPT WHERE NOTED. 12"LONG AND HAVING A VERTEX POINTING UPWARD SHALL BE WRITING TOCONTRA(TOR PRIOR TO BEGINNING.COMMENCEMENT WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN 1"HIGH. PLACED ON SAID DOORWAYS.SIGNS TO BE CENTERED ON DOOR AT A OF WORK SHALL IMPLY ACCEPTANCE OF ALL SUB-SURFACES. 3. ALL SWITCHES TO BE 44"A.F.F. HEIGHT OF 60"ABOVE FLOOR.THE COLOR OF THESE SYMBOLS SHALL BE 8. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE DISTINCTLY DIFFERENT FROM THE COLOR OF,AND SHALL DISTINCTLY 15. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT THROUGHOUT CONSTRUCTION. 4, FLUORESCENT LIGHT PANELS TO BE DOUBLE SWITCHED PER TITLE 24. CONTRAST WITH THAT OF THE DOOR UNTIL THE ELEMENT IS CAPABLE OF SUPPORTING ITS DESIGN LOAD. 9. CONTRACTOR TO PROVIDE MINIMUM FIRE PROTECTION FOR S. ALL COMMON ELECTRICAL TO BE SOUNDPROOFEp- 8. AT EACH HANDICAP DESIGNATED PARKING SPACE.PROVIDE A PERMANENTLY t6. ANY MATERIALS STORED AT THE SITE SHALL BE SUPPORTED BUILDINGS UNDER CONSTRUCTION PER U.B.C.SECTION 3806 G. LIGHT FIXTURES TO SELECTED BY OWNER. AFFIXED REFLECTING SIGN CONSTRUCTED OF PORCELAIN ON STEEL, COMPLETELY FBEE OF THE GROUND,COVERED AND OTHERWISE BEADED TEXT OR EQUAL,DISPLAYING THE INTERNATIONAL SYMBOL OF PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS. >. RELOCATE EXISTING LIGHT FIXTURES AS REQUIRED BY NEW WALI.LOCATIONS. ACCESSIBILITY AT LEAST 20 SQUARE INCHES IN SIZE,CENTERED AT THE INTERIOR END OF THE PARKING SPACE,80"MIN.ABOVE FINISH GRADE 17. CONTRACTOR SHALL PROVIDE SPECIAL.INSPECTIONS AS REQUIRED S. PROVIDE SEPARATE SWITCHING FOR DAY LIT AREAS. TO THE A BOTTOM OF SAID SIGN. BY SECTION 306 OF THE U.B.C. 9. WALKS AND SIDEWALKS A:ABRUPT CHANGES NOT TO EXCEED 1/4"VTR.OR l/2"BEVELED AT 45 DEGREES.CHANGES WHICH EXCEED 1/2"ARE NOT ALLOWED UNLESS DESIGNED AS RAMPS PER TITLE 24 DISABLED ACCESS REGS. B:NO SIDEWALK SHALL EXCEED 5%.SLOPE. �Y GENERAL NOTES 1. THE PLUMBING SYSTEM DESIGN, AND INSTALLATION OF MATERIALS 10. ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL SHALL CONFORM TO THE 2004 EDITION OF THE CALIFORNIA DEVICES RESTRICTING THE FLOW TO 0.5 CPM. FAUCET TEMPERATURES IDS ALSO 0000 PLUMBING CODE, (IAPMO) AND LOCAL CODES AND AUTHORITIES LIMITED TO NO MORE THAN 110 DEGREES FAHRENHEIT. •O HAVING JURISDICTION. O 11. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, 2. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE VENT AND WATER CONNECTIONS AT EACH PLUMBING FIXTURE. ���� GOURMET BAKERY AND COFFEEHOUSE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM. 12. ALL HOT WATER PIPING TO BE INSTALLED AS PER CLE REQUIREMENTS. 3. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES, 13. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENT OF GOVERNING AGENCIES. Site Location: ETC.) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 14. PTRV: TERMINATE PIPING OUTSIDE BUILDING AT APPROVED LOCATIONS. 133 N. Main Street 4. ALL CLEANOUTS TO BE ACCESSIBLE AND LOCATED AS PER CODE PIPE SIZE INSULATION THICKNESS INSULATION VALUE CA 92530 REQUIREMENTS. 1 - 1" R = 4.8 Lake Elsinore, 1 1/1/4" - 4" 1 1/2" R = 4.8 (951) 245-1166 5. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER 15. WATER HEATER ROOM VENTILATION FOR COMBUSTION AIR SHALL BE PROVIDED BY PRIOR TO INSTALLATION. LOUVERED OPENINGS INTO ROOM, MIN. SIZE 700 SQ. IN. (PER CPC). FOR EXHAUST VENTING: PROVIDE EXHAUST VENT DUCT, MIN: SIZE SAME AS EQUIPMENT Owner/Contact #: 6. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY CONNECTION. DOUBLE WALL CONSTRUCTION FABRICATED AND INSTALLED, IN REQUIREMENTS, CONTRACTOR TO COMPLY WITH SAFETY ACCORDANCE WITH CPC, SHALL TERMINATE ABOVE ROOM A MIN. OF 3 FEET ABOVE Kristen M. Hertz REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING OR 10 FT. AWAY FROM FRESH AIR INTAKES. (951) 285-8136 JURISDICTION. 16. PACKAGED WATER HEATER UNIT TO BE INSTALLED, SHALL BE BOLTED DOWN TO 7. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. 17. ALL HOSE BIBS SHALL HAVE ANTI-SIPHON DEVICES. 8. WATER TRAP PRIMERS TO FLOOR DRAINS AND FLOOR SINKS AND 18. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL CONDENSATE DRAINS WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2004 CPC FOR ALL COOLING COILS AND SIMILAR WATER-SUPPLIED EQUIPMENT. ALL DRAINS AND LATEST EDITION OF THE PLUMBING DRAINAGE INSTITUTE (PDI) SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR SIZING AND INSTALLATION REQUIREMENTS. APPROVED DISPOSAL AREA. 9. ALL SERVICE WATER HEATING EQUIPMENT SHALL BE IN COMPLIANCE WITH CALIFORNIA ENERGY COMMISSION (CEC) REQUIREMENTS AND BE LABELED. �> 5HE'ET �r PLUMBING NOTES i 115.', 1 N . i 10 �1 W 0( GOURMET BAKERY AND COFFEEHOUSE a �. ------- ---------------------------------- ------ ------------------- - O --- I�1 Site Location: 1 . � � 1e�. � �'�fu Gi Sevvet 13`I .4 1 133 N. Main Street ` i21 yw l 1 I 16� 1 R-it � I' 16 Lake Elsinore, CA 92530 (951) 245-1166 = -------------- Owner/Contact #: Kristen M. Hertz ' 1 ;It2 ! 3 i _a ' S11 16'; (951) 285-8136 9816" PLUMBING ITEM — tM BE SET Z'1191W-: -co>!ER: CHECKLIST. 11`1k D GIZ YATH 3E� f A NCI—SK',0 SVREACC SUCH AS 01AMC-ND PLA1L E EATt:E ikTO rxttSHEP, t CR 01HER APPROVED SURFACE IS REWIPEO. GYAOF TO AVOID TRIP AR-E AND COV'R MUST BE GAS TICHt, I Dump Sink HAZARD I� Y 1AN_ 2 Floor Sink { GS 3/e'PED i 3 Ice Machine P�' ^`F •� .to p O S i L, "I TRATT_ Ar PY E F F. dg E�'V Ap El, ON 4i, Np OG. 1-I/B'ANGLE IRON uP 4 Hand Sink �tTLPi� C�:(4P �a,tyP Ea C��E�K 31 dC�p�StB PSt�OP�OCSCtA JP�1ZE ��PaY,S SERVICE QlQ OPP OPY PP h ON. P�' p _6'TtUENr IW.LiENT -_ - E DL'FD uA$RIAES usr S 3 Compartment Sink DOMESTIC ' `O x !— Ill:I-F X �n SO HE C.OkNFC$U S Floor Sink WATER 1 1,L.L A WASTE SCHEMATIC AS PER LOCAL r;p PRECAST VAULTS I II'1�.I-.L A :� PLUUR NG COD.. _ Hand Sink SANITARY �. ~l WASTE 1T,�L ; 1 ---sal-A-x�qp cDNCRi•?t 8 Floor Sink SANITARY Il 1 g Fruit and Veg Prep Sink VENT L tND1Rt CT Itl�l_L X sEcroN R_8 10 Bathroom Sinks WASTE s L 3 Grease Waste Ilse it Toilets CO NUENSATEI 'JU T.�.L:L ---------------- 7 i !2 Hot Water Heater ROOF I11 1 L X _..__.__-_.._.� DRAIN . Isi;I� Sanitary Sewer line i 13 Mop Sink A f A 14 Clean out o 15 Sample Box NOTE:ASS PIPING WILL BE APPROVED FOR SEWER PIPING IF PERMITTED FROM THE CITY r�. Clean Out 16 Vent Pipes O i Vent Pipe ELM eGIEs: 1. ALI,.SURfACL WATER SHN.i DRAW AWAY MOM THE G.wME PDX. 2.TO AND ANGLE WON THICKNTSS IF'-DEPEND ON TRAtrIC PATTERNS:N SAMPLE r " BOX AREA 'r Y.) Yrf.ti'PJA dl tXa' �y 3. NSTALCAT'04 t0 BL 1N ACCORDANCE VA TN ALL.LOCAL PLUMBING CODES 4 WRCN L)5[.O IN CcVN.AINCTICjry xkTN AR INTERCEPTOR,SEPARATOR,0R aAR,riER THE vAUPIf,PDX 5—LL K PO)URED MONOLI-CALIT W TH THE TANK END WALL. >� "✓.� M} }fir '(� „ T Arrr rx A/r2'.� v SANO/OIL SEPARATOR AND SAMPLE BOX S 16 ' v .._.._ r..,J� ..rllLe. '.0't t lS'T.A. S 1•UTA.:. WASTE PLAN 000 rrO 12 O 0 GOURMET BAKERY AND COFFEEHOUSE ;\22 23 1 Site Location: (`16) 17 � Y8 j 24:., I1' -- ` 25 133 N. Main Street Lake Elsinore, CA 92530 1tj-1 (951) 245-1166 I 1 .`2 1( 3 r 4 q 1 5 1. 6 J r 7 —a } r 9 .I` 10\J 98'6" Owner/Contact #: Kristen M. Hertz GAS;& PLUMBING ITEM CHECKLIST: PIPING SCHEDULE (951) 285-8136 WATER SCHEMATIC NC'S I Dump Sink 15 Toilets p<ER t'IQG _iyPE j'tPE 2 H&C shut off valves 16 H&C shut of valves SERVICEGOPP G0. GJGP GO ka rG��JGN� yG`y�,PG�S �=G1. ¢10 CGHpJuLLVeIftL T'�lt tAP�� Rk 3 Floor Sink 17 Hand Sink D OMESTIC --... 11 IJL % 4 Espresso Machine IS Floor Sink WATER t Cold Water Line SANITARY j 5 C shut off valve 19 Fruit/Veg.Prep Sink WASTE 6 Ice Machine 20 H&C shut off valves SANITARY 1L— VENT 1-1/4"Gas line 21 Gas shut off 7 H&C shut ofF valves INDIRECT valves x B Hand Sink WASTE 22 Map Sink iHA-L x fpNDENSATE' j 9 H&C shut off valves 23 H&C shut off valveI`Lt x j 10 3Compar[m ROOFent Sink DRAIN 24 Hot Water Heater 13 Floor Sink 25 Gas Meter 12 Bathroom Sinks 26 Back Flow Preventnr 13 H&C shut off valves NOTE:ABS PIPING WILL BE APPROVED FOR SEWER PIPING IF PERMITTED FROM THE CITY 14 C shut off valves e}a t n, fin` J• PLUMBING PLAN 0000 �. .0 O 0 ROOM FINISH O� GOURMET BAKERY AND COFFEEHOUSE SCHEDULE Site Location. ROOM OR AREA FLOOR FLOOR BASE or COVE WALLS CEILING REMARKS A-Sales Wood Plank 4" MOULDING ' FAIN 1ED ENAMEL PAINTED METAL EXISTING FLOOR _ � � � B-Counter Service Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove PAINTED ENAMEL PAINTED METAL LIGHT COLORED GRANITE Lake Elsinore, Cat 92530 COUNTERTOP - LIGHT COLORED, (951) 2 �.�rr 7`"'.L 1 66 NON-PORO US CABINETS C-Dishwashing Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cave F.R.P. SUSPENDED PANEL D-Restroom Quarry Tile 6"Quarry Tile wf 4"X 3f8" radi us cove 'F.R.P. FINISHED DRYWALL Owner/Contact # . �-)I- ,(Ser., �;5 \) ,IYI ,��, E-Kitchen Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove PAINTED ENAMEL SUSPENDED PANEL Kristen M . Hertz c,i�5s s ..., F-Janitorial Room Quarry Tile 6"Quarry Tile w/ 4"X 3f8" radius cove PAIN I ED ENAMEL `FINISHED DRYWALL ( 951 ) 285-8136 G-Storage Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove 'PAINTED ENAMEL SUSPENDED PANEL 411,�;5 ''Xmi -Qllq�s H-Office & Lockers Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove !PAINTED ENAMEL FINISHED DRYWALL C��SS�Se rni-C�LasS Uwyl Yazs-e� I-Storage Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove PAINTED ENAMEL SUSPENDED PANEL J-Oven Hood Quarry Tile 6"Quarry Tile wf 4"X 3f8" radius cove Stainless Steel 20 ga.`NfA } t �k sty k Sp{kkap2pt s sF > rtfa�r tt�f t } ksgff��so-{�tt E S k } S tr Sg sk£�t ROOM FINISH SCHEDULE NOIl:)nii-LsN0:) DNIII33 18 11VAft a�811snewo� xvW xdw ?/C 314 1 d jr xVW ,.0-.S ~.d f 1SiOP 1sior .,-.x.�,:..,-,�..»a...,.,.-.,.��•o�;°,°�;;;,,: .. lip --�— `"� 77 lullloo-slium Ajuosely;o lulls-ld '46fi i eois3ztld lulweii TullloO of uollllJed lWAsoB-uoN;o luoWasilllwulli 3.1911sn9WOO-NON V O_!_i J� J Lsior ,.•.,..».,M,.».,.,,.».»...»,.,nw,Fw-�-- 3"19n04 ?!34'211+J _J `9(u _`_., / I a3aN3dS(lS aVS-i � xtlu,fir owdooiAgnq Ol 532JIM 39nN9 Z` ants ` s 3AOee 3dnl.Dnd.Ls O in is NOISS32ldWO? "91O1r +J3x •r w,.......,�r,n=w wq . joo -sliam Amosew jo u ddo soa •e uoRMed lulmo8-uoN oopun lulw-i gy"Awl —u T E 191'[r '••5d15 l8l ��"�/� �� ',DMd6 U�3riO m.!Wt u NI 3tMg31lr O3V.9Gm a) ,x3xrv9'6„�Ifs r� 1{-f `_ i 4NI113J F73R3I7A WOOa1S3a > // �x d s i,t wa�am3nEax avamrrs a mm¢ t _-_._ ___— ilYlf B�a.x 53iM 3534�3nOB,� � ��j •tl>,t a, ;s lulweii IIeM Zt wnlli M31A a �x„c a -.Noo,sinyuoEr„ 3015 -dld ONOOatl 9WIdd.--3a1i .w,mc skin ixurn ,cP s,xii P x ♦Pn_ 'xYY lnor sn� wWE sswrM G r 1JarrsxxX Wooals3a +,-,^^«"..,. 31Y1d 31Y1 w� 9£T9-SSZ (TS6) .,.,.� z;JaH •W ualsiJ>l yo Ywe u, Wu Xul'MON'99 walk arnno,+ :JaUMO --- swuwd ie sM4s e1dN1eN '[f eiell 99T T-SbZ (TS6) 0£SZ6 dJ 'aaouIS19 a-Ve7 M31A 4aad4S WeN •N ££T _. _------ -- '- - 3snOH3 tl3ava�Nn�+n � � 0� w�6a15�H'Ffi3N5135i Nf i :... ! . {" N 3�[iA98B1ib"::8 ; 1 1 3330� O tl Aa 3�1Hf3 13W2J f10�OO —.... ----.- 1 F atlaD I �ji _ i �V38a37TdFi3 NOmnldl5N0� li '., _ l'1tlM M3W i ' S74WVd �'. OO O 317� i a3TNf103 O ..ii�� M3N laOddf153aIM.�eb x..49 -. t - v 11a1N3na•• 11N6 N3{73Iifl ji, ' p 4 `� Oi SWOOa153a '"� ava-x.oI xev B1ILDINS DEPT.REV. 4/15/OS RJ treet 00 011 0MainoN Ud �� Z- W z o Lake Elsinore Zia o= 0 �� Z c " 0 00 _ uI r l F I <o GOURMET BAKERY AND COFFEEHOUSE W � o� ;off v o0 951 245- 1166 � N rn � (n W � dS GENERAL NOTES: v �N o I. THESE NOTES SHALL BE USED IN GONJUGTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE rn r7 ATTENTION OF THE ARCHITECT. NO CHANGES SHALL BE w MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE OWNER AND/OR ARCHITECT WHO5E a SIGNATURE APPEARS HEREON. DRAWING \ °Q 2.THE CONTRACTOR D AND/OR 5UB-CONTRACTOR SHALL R A W I N G I N U E X: s° CHECK ALL DIMENSIONS. FRAMING CONDITIONS,AND ON-SITE CONDITIONS,PRIOR TO STARTING ANY WORK ON-SITE VERIFICATION OF ALL DIMENSIONS AND CON- C — COVER SHEET w DITION5 SHALL BE THE RESPONSIBILITY OF THE GON- GN 1 — GENERAL NOTES w TRACTOR AND OR 5UB-CONTRACTOR. THE ARCHITECT wQ SHALL BE NOTIFIED IMMEDIATELY OF ANY DI5CREPAN- AS 1 — SITE PLAN GIE5,ERRORS OR OMMISSIONS. 3.DIMENSIONS,AS INDICATED ARE THE DIMENSIONS THAT Al — FLOOR PLAN SHALL BE USED FOR CONSTRUCTION. DO NOT SCALE A 1.1— DIMENSIONED PLAN Q w DRANINC611 NOTE5 4 DETAILS ON THE DRAWIN65 SHALL o TAKE PRECEDENCE OVER THESE GENERAL NOTES. ALL D C 1 — DROP CEILING PLAN DIMENSIONS ARE TAKEN TO THE ROUGH,N.O.N.ON PLANS). El — ELECTRICAL NOTES 4.THE DED STR5 4 RZ. THE V 51NS REPRESENT THE E2 — ELECTRICAL PLAN FINISHED STRUCTURE. THE DESIGN ADEQUACY AND n o SAFETY OF ERECTION BRACING,SHORING,TEMPORARY X~ " SUPPORTS,ETC.15 THE 50LE RESPONSIBILITY OF THE EQ 1 — EQUIPMENT PLAN d z CONTRACTOR SUB-CONTRACTOR,AND HAS NOT EQ2 — EXHAUST HOOD DETAIL O o0 BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR AND OR/SUS-CONTRACTOR 15 RESPONSIBLE P 1 — PLUMBING NOTES ju FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE Ck ma APPLICATION OF ALL SHEAR WALLS,ROOF AND FLOOR P2 — WASTE PLAN F— 1A DIAPHRA&M5 AND FIN15H MATERIAL5 HE SHALL PROVIDE P 3 — PLUMBING PLAN W O " THE NECE55ARY BRACIN6 TO PROVIDE V v m£ STABILITY PRIOR TO THE AFOREMENTIONED MATERIALS. P4 — PLUMBING ISOMETRICS & CALCS W —1 `O 5.6RADING4 DRAINAGE ALL PAVING,FLAT WORK AND WC1 — WALL CONSTRUCTION PLAN = X d N� PLANTERS NEXT TO THE BUILDING SHALL BE PROPERLY .` GRADED TO CARRY WATER AWAY FROM THE BUILDING. D 1 — DETAILS 6.OBSERVATION V15175 TO THE JOB 51TE BY THE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE ADA — ADA DETAILS 1V Z 4 m CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL CONSTRUCTION R F 1 — ROOM FINISH PLAN N ME TH0125 AND FOR SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED > uJ In u� INSPECTIONS. O u] -1.CONTRACTOR SHALL HAVE ON-SITE THE APPROVED CONSTRUCTION J m DOCUMENTS AND BUILDING PERMIT. SHEET IN17EX 'a B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO �LL D15TRISUTE ADEQUATE GOPIES OF ALL DRAWINGS TO ALL TRADES. 0ENERAL REQUIREMENTS: 1. a� cPEr TRADERS Po "�LR°R'EQUINMA Are rzw ALL v o PROPERTY DATA NECESSARY,INDICATED,REASONABLY INFERRED,OR n5 H THEIR Ev BY ANY CODE WITH JURISDICTION,TO COMPLETE SCOPE OF WORK: CONVERSION OF A VACANT BUILDING INTO A BAKERY o THEIR scoPE OF WORK FOR A COMPLETE AND PROPERLY INSTALLATION OF EQUIPMENT, CONSTRUCTING TWO RESTROOMS, DROP yo FINISHED JOB. T-BAR CEILING, ADDING COUNTER, LIGHTING, PLUMBING AND ELECTRICAL ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS CITY O r LAKE E L S I N O R E 'n OF THE UNIFORM BUILDING CODE(APPLICABLE EDITION)AND - -------------------------------------- ab LOCAL 6GVE 6ENERAGEILDIN6 BUILDING DIVISION 2-PERMITS:THE GENERAL&11LDIN6 PERMIT 4 PLAN CHECK BUSINESS OWNER: KRISTEN AND BOB HERTZ mN FEES SHALL BE SECURED AND PAID FOR BY THE SIB- ASSESSOR PARCEL NUMBER:APN374-174-003 coNTRAcTOR DIRECTLY RESPONSIBLE ///(^ GENERAL PLAN DESIGNATION: HISTORIC OVERLAY DISTRICT 3.INTENTION: THE INTENTION OF TH15 DOCUMENT 15 TO INCLUDE _l/ I _ ALL LABOR,MATERIALS,EQUIPMENT AND TRANSPORTATIONLOAD: a w NECESSARY FOR A COMPLETE AND PROPER EXECUTION OF PERMIT## OCCUPANT RETAIL SALES AREA 672SF/15 = 44.8 0 THE WORK DE5CRIE`lE KITCHEN TOTAL AREA 1 104 /200 SF- 5.52 Q - 4.C4ANGE5:THE OWNER MAY ORDER EXTRA WORK OR MAKE _ OFFICE 96 SF/100 = 9.6 Q - O GHAN&E5 BY ALTERIN6,ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJU5TED >F' TOTAL =59.92 0 x T AGGORDINGLY. `'� �,/ o B ° 5.CUTTING s PATCHING:ALL TRADERS SHALL DO THEIR OWN ZONING: INC (NEIGHBORHOOD COMMERCIAL) ft\mil\ m N o GUTTING,FITTING,PATCHING,ETC.TO MAKE THE SEVERAL VIZ. PARTS COME T06ETHER PROPERLY AND FIT IT TO RECEIVE USE: BAKERY AND COFFEE SERVICE, OR BE RECEIVED BY THE WORK OF OTHER TRADES. OCCUPANCY: >50 - OCCUPANCY TYPE "B" 6.CLEAN-UP: ALL TRADES SHALL AT ALL TIMES,KEEP THE SITE SINGLE STORY COMMERCIAL FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED 8Y THEIR WORK. TYPE OF CONSTRUCTION: V-N v o o i 5ENERAL NON SRINKLERED w A. APPLICABLE CODES: ALL CONSTRUCTION AND WORKMANSHIP SHALL a CONFORM TO THE w9T EDITION OF THE U.B.C. 2004 CEC, 2000 UBC 2000 UMG 2000 UPC 1999 NEC VED o B. DESIGN,MATERIALS,EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELow OR INDICATED PROPERTY ADDRESS: FOR PERMITOISSUANCE a wa ON THE DRAMIN65 MAY BE CONSIDERED FOR USE, 133 N.MAIN ST. SCOTT EKAS&ASSOCIATES,INC. w= PROVIDED PRIOR APPROVAL 15 OBTAINED FROM LAKE ELSINORE, CA. 92530 5'A7-e7 " THE OWNER,ARCHITECT AND APPLICABLE GOVERN- MAILING ADDRESS: By 1 DATES_. _ INC,A6ENCIES. REFERENCES TO ANY DETAIL OR 22920 GOLD RUSH PLACE These plans have been reviewed for adherence to the i DRANIN6 IS FOR CONVENIENCE ONLY AND DOES CANYON LAKE,CA.92587 applicable codes and dinance: Authorization 1 / r NOT LIMIT THE APPLICATION OF SUCH DETAILS OR CONTACT PERSON: KRISTEN HERTZ hereby or granted to issue a building permit pendl DRAwN6s. PHONE:951-285-8136 approval by all applicable City agencies. " f G. THE ARCHITECT SHALL IN NO WAY BE RESPONSIBLE ATADATA: ' FOR HOW THE FIELD WORK 15 PERFORMED,SAFETY THIS PROJEGT SHALL COMPLY WITH THE FOLLOWING MODEL CODES: BUILDING AREA: 354 SF he issuance Or granting of a permit based o IN,OR ABOUT THE JOB 51TE METHODS OF PERFORM- THE I99T UNIFORM BUILDIN6 CODE, NON CUSTOMER AREA: 1354 S'; roval of these plans ehell not be construed t ANGE OR TIMELINE55 IN THE PERFORMANCE OF THE THE 2000 UNIFORM PLUMBING CODE, CUSTOMER AREA: 977 SFa�it Or approve any violation of the applice 4 �F Nw o CONTRACTOR OR 5UB-CONTRACTOR'S WORK. THE 2000 UNIFORM MECHANICAL GODS, cwOdes of ordinance- No permit presumed t0 ghr o THE.2 02 NATIONAL ELEGTRIGAL CODE,FORN UTILITY PURVEYORS: authority to violate or cancel the provisions Of suc Q o F THE 2001 GAL00 IFORNIA PLUMB NG CODE,A BUILDING CODEcodes shell be valid. n�' Drown by RJ - o THE 2001 GALIFORNIA MEGHANIGAL CODE, SOUTHERN CALIFORNIA EDISON (800) 655-4555 Checked by THE 2004 CALIFORNIA ELECTRICAL CODE. THE GAS COMPANY B00 427-2200 Date 4/12/OT LL THE 2005 EDITION OF THE CALIF.CovB OF REGULATIONS VERIZON TELEPHONE CO. �800;483-7988 TITLE 24 FOR ENERGY GON5ERVATION. Job No.OT-IRJ 'o AT&T CABLE (909)674-7741 a 5 beet Number 3 SENERAL NOTES C017E =AA7A PROJECT :;A7A G 0 Of -beets kev 4/13 011 DEPT.RAJ. E N v o 10 Ld m L Z z a *GENERAL REQUIREMENTS* z o *RESPONSIBILITIES *THERMAL & MOISTURE PROTECTION* *METALS* w -6 OF THE CONTRACTOR* o ®0Q INSTRUCTIONS REGARDING DRAWINGS: 1. ALL WORK AND ALL CONSTRUCTION METHODS AND MATERIALS 1. CEILING INSULATION SHALL BE R-30(R-19 MIN.PER TITLE 24) 1. ALL EXPOSED STRUCTURAL AND MISCELLANEOUS STEEL SHALL Z 1. GENERAL NOTES,NOTES AND TYPICAL DETAILS APPLY TO ALL SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODES RECEIVE ONE COAT OF STANDARD SHOP PRIMER PAINT. DRAWINGS UNLESS OTHERWISE NOTED. AND OTHER RULES AND REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION,BUILDING CODE REQUIREMENTS 2. WALL INSULATION SHALL BE R-13(3-1/2"STUDS) 2. ALL HAND RAILS AND RAILINGS SHALL BE CAPABLE OF WITHSTANDING F Lv 2. THE ARCHITECTURAL,CIVIL,STRUCTURAL,PLUMBING, TAKE PRECEDENCE OVER THE DRAWINGS IN ALL CASES.IT R-19 (5-I/2"STU051 Ai DEMISING WAl1S 200 LBS.CONCENTRATED LOAD AT ANY POINT FROM ANY DIRECTION MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE READ AS AN SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR OPTI NA SOUND(NSULATION IN INTERIOR WALLS AND 50 LBS.UNIFORM LOAD APPLIED SIMULTANEOUSLY IN BOTH Ld r` o INTEGRATED DOCUMENT AND ANY ITEM REQUIRED BY ONE SHALL MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE VERTICAL AND HORIZONTAL DIRECTIONS. BE INTERPRETED AS BEING REQUIRED BY ALL DESIGNER/ENGINEER ANY DISCREPANCIES OR CONFUCTS o im BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS, 3. ALL GALVANIZED SHEET METAL SHALL CONFORM TO ASTM A 526, _ N <� 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE G 90,MILL PHOSPHATIZED. U a 4 FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS 2. CONTRACTOR HEREBY GUARANTEES TO THE OWNER THAT ALL 4. STEEL PLATE AND STRUCTURAL MEMBERS SHALL CONFORM TO ASTM A 36 Q a; o MATERIALS,FIXTURES AND EQUIPMENT FURNISHED TO THE 4. DO NOT SCALE DRAWINGS.SUB-CONTRACTORS SHALL VERIFY ALL PROJECT ARE NEW UNLESS OTHERWISE SPECIFIED.CONTRACTOR (n ii CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO BIDDING ALSO WARRANTS THAT ALL WORK WILL BE OF GOOD QUALITY AN - -- - --_--- - --___--- ----- AND COMMENCING WITH CONSTRUCTION.NOTIFY DESIGNER OF ANY FREE FROM ANY FAULT OR DEFECTS. ' ■ , a ERRORS OR OMISSIONS ON CONSTRUCTION DOCUMENTS,BEFORE COMMENCING OR CONTINUING WORK, 3. TEMPORARY BARRIERS AND OR PROTECTNE CONSTRUCTION FENCE *DOORS & WINDOWS* SHALL BE PROVIDED WHERE R DUIRED BY THE BUILDING 5. ALL DIMENSIONS ARE TO FACE OF STUDS,CONCRETE,OR MASONRY DEPARTMENT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH UNLESS OTHERWISE NOTED. THE RULES,REGULATIONS AND ORDINANCES GOVERNING THE f'Mn a PLACE OF CONSTRUCTION. 1. ALL EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT ---- -- 'CJ o o� 6. PROVIDE 6-INCH OR 8-INCH STUDS OR FURRING THE FULL THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,OR,SHALL BE -.� LENGTH OF THE WALL REQUIRED TO ACCOMMODATE PLUMBING 4. SANITARY FACILITIES SHALL BE PROVIDED AND MAINTAINED BY PROVIDED WITH A READILY VISIBLE,DURABLE SIGN ADJACENT TO DOOR f n o AND/OR ELECTRICAL INSTALLATIONS. THE CONTRACTOR DURING CONSTRUCTION PER APPLICABLE STATING"THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" *GENERAL NOTES* rn r7 �. REGULATORS WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN 1"HIGH. 1p iw 7. UNLESS OTHERWISE NOTED,ALL VESTIBULES,CLOSETS, ALL DOORS TO BE EQUIPPED WITH PANIC HARDWARE. c c0 o p COLUMNS,PROJECTIONS,RECESSES OR OTHER ADJACENT AREAS 5. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY wi WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED SERVICES AND CONNECTIONS DURING CONSTRUCTION. 2. ALL DOORS WITH GLAZING SHALL BE PROVIDED WITH TEMPERED 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS,VERTICAL CLEARANCES. a t FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. SAFETY GLAZING PER U.B.C.A PERMANENT LABEL PER SECTION 2406.2 �a 6. CONTRACTOR MUST VERIFY ALL DIMENSIONS,ELEVATIONS AND SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 2. ALL WALLS TO BE 5/8"GYP.BD.TYPE X. z B. ALL WORK SHALL CONFORM TO THE 2002 CDC EDITION OF THE UNIFORM SITE CONDITIONS AND SHALL NOTIFY THE DESIGNER/ENGINEER BUILDING CODE,AS WELL AS LOCAL LAWS AND ORDINANCES HAVING OF ANY DISCREPANCIES BEFORE STARTING WORK. 3. ALL GLAZING WITHIN 12"OF ANY DOOR AND LESS THAN 60"ABOVE FINISH 3. INSULATE DEMISING WALLS PER SECTIONS. JUAISDII FLOOR SHALL BE TEMPERED SAFETY GLAZING PER U.B.C. 7. ANY OMISSIONS OR CONFUCTS BETWEEN THE VARIOUS ELEMENTS 4. INSULATE CEILINGS W/R-30 INS.(MIN R-19). m- 9. ALL ELECTRICAL,MECHANICAL,PLUMBING AND LANDSCAPING WORK OF THE DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT TO SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.1999NEC SEPARATE THE ATTENTION OF THE DESIGNER/ENGINEER BEFORE 5. CEILING HEIGHTS PER PLAN.FIELD VERIFY HEIGHT OF EXISTING BUILDING. APPROVALS AND PERMITS SHALL BE OBTAINED AS REQUIRED BY PROCEEDING WITH ANY WORK INVOLVED. GOVERNING JURISDICTION. SUB-CONTRACTORS SHALL PROCURE AND 6. ALL OFFICES TO HAVE ADEQUATE SUPPLY AND RETURN AIR VENTS. a PAY FOR ALL PERMITS PERTAINING TO THEIR SPECIFIC TRADE. 8. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, 00 DUCTS,PIPING,VENTS,ETC.AS REQUIRED,ALL SUSPENDED 7. ALL AC VENTS TO HAVE ADJUSTMENTS FOR DIRECTION OF AIR FLOW VOLUME. w9 W. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. EQUIPMENT IS TO BE PROVIDED WITH LATERAL BRACING. 8. FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS,PENETRATING "a 9. IF EXISTING FACILITIES ARE RELATED TO THE WORK,THE 1 HR.WALLS A CEILING. p m CONTRACTOR SHALL NOT DISRUPT THE EXISTING SERVICES OR �R UTILITIES WITHOUT FIRST OBTAINING OWNER'S PRIOR APPROVAL 9. RELOCATE EXISTING SUPPLY OR RETURN VENTS AS REQUIRED BY NEW WALL AND INSTRUCTIONS. LOCATIONS. 10. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL *FIRE* W" MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF ANY BASES 10. WALL,FLOOR AND CEIUNG FINISHES,MATERIAL AND COLOR SELECTION Z �o _..._ OR PADS TO SUPPORT SUCH EQUIPMENT. BY OWNER. m o *HANDICAP* 11. CONTRACTOR SHALL VERIFY ALL PLUMBING AND EQUIPMENT SIZES 1. BUILDING ADDRESS NUMBERS SHALL BE VSIBLE AND LEGIBLE FROM os BEFORE CONSTRUCTION OF CABINETS. THE STREET FRONTING THE PROPERTY.SAID NUMBERS SHALL HAVE DOORS & HARDWARE: A CONTRASTING COLOR TO THERE BACKGROUND. n �� 12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED I. ALL DOORS TO BE 3'X 8'"LEGACY"SOLID CORE IN TIMELY FRAMES OR STRUCTURE.UNLESS OTHERWISE SHOWN,THEY DO NOT INDICATE 2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT APPROVED EQUAL.VERIFY WITH OWNER. o�THE METHOD OF CONSTRUCTION.CONTRACTOR SHALL SUPERVISE LESS THAN 2-A WITHIN 75 FEET OF TRAVEL DISTANCE OF ALL AREAS z 1. PROVIDE 1-1/2 INCHES CLEARANCE BETWEEN GRAB BARS AND WALL ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES AND OF THE BUILDING ON EACH FLOOR 2. ALL DOORS SHALL HAVE'SCHLAGE'COMMERCIAL GRADE HARDWARE OR EQUAL W m PROCEDURES.OBSERVATION VISITS TO THE SITE BY TO BE OPENED BY A SINGLE ACTION,WITHOUT ANY SPECIAL KNOWLEDGE OR p 2. GRAB BARS,HAND RAILS(INCLUDING CONNECTORS,FASTENERS,SUPPORT, THE DESIGNER AND/OR ENGINEER SHALL NOT INCLUDE 3. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPT. BACKING,ETC.)SHALL BE DESIGNED TO SUPPORT A 250 LB.LOAD APPLIED TO INSPECTIONS OF THE PROTECTIVE MEASURES OF FEW INSPECTOR. EFFORT. PORTION. THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME,WHICH ARE . . THE SOLE RESPONSIBILITY OF THE CONTRACTOR.ANY SUPPORT 4. ALL DRAPES,CURTAINS,HANGINGS AND/OR ALL OTHER DECORATIVE L° 3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SERVICES PERFORMED BY THE DESIGNER AND/OR THE PROJECT MATERIALS SHALL COMPLY WITH THE FIRE 3 DOOR FINISH AND COLOR SELECTION BY OWNER CODE SECTION 25.103. 4. EXTERIOR DOORS TO BE EQUIPPED WITH A DURABLE SIGN ADJACENT TO DOOR - om ENGINEER,WHETHER OF MATERIAL OR WORK,AND WHETHER STATING THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" - - 4. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE PERFORMED PRIOR 70,DURING,OR AFTER COMPLETION OF 5. MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS SHALL NOT WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN 1"HIGH. �m OPERABLE WITH ONE HAND,SHALL NOT REQUIRE TIGHT GRASPING, CONSTRUCTION,ARE PERFORMED SOLELY FOR THE PURPOSE OF EXCEED THE FOLLOWING: PINCHING,OR TWISTING OF THE WRIST,NOR EXCEEDING AN ASSISTING IN QUALTY CONTROL AND IN ACHIEVING 5. INTERIOR DOORS TO OPENED WITH 5 LBS.MAX.FORCE. OPERATING FORCE OF 3 POUNDS. CONFORMANCE WITH DRAWINGS AND SPECIFICATIONS. CLASS I: VERTICAL ENCLOSURES THEREFOREMO GUARANTEE OF CONTRACTOR'S PERFORMANCE IS CUSS 2: CORRIDORS 6. FIRE DOORS(WHEN APPLICABLE)TO OPEN WITH 10 LBS.MAX.FORCE. - 5. LAVATORY SELF CLOSING ARE PERMITTED IF FAUCET WILL REMAIN OPEN FOR IMPLIED AND FIELD VISITS SHALL NOT BE CONSTRUED AS CUSS 3:ROOKS NOT LESS THAN 10 SECONDS. SUPERVISION OF CONSTRUCTION. ,< 6. ALL DUCTS AND OTHER OPENINGS THROUGH FIRE RESISTIVE RATED 7. DOOR HARDWARE TO BE A LEVER TYPE. .� 6. URINAL AND WATER CLOSET FLUSH CONTROLS TO BE OPERABLE BY AN 13. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN WALLS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS ELECTRICAL NOTES: OSCILLATING HANDLE WITH A MAXIMUM FORCE OF 3 POUNDS AND ALL SUB-CONTRACTORS AND TRADES. MOUNTED NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 7. ALL EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT , 14. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,OR,SHALL BE 1. ALL ELECTRICAL WORK MUST COMPLY WITH THE LATEST ADOPTED ELECTRICAL ' 7. ON DOORWAYS LEADING TO MEWS AND WOMEN'S SANITARY FACILITIES,A SIGN IN SHALL CAREFULLY EXAMINE ALL SUB-SURFACES TO RECEIVE WORK. PROVIDED WITH A READILY VISIBLE,DURABLE SIGN ADJACENT TO DOOR COOS BY THE CITY OF LAKE ELSINORE,CA(2000 NEC) m LL THE SHAPE OF AN EQUILATERAL TRIANGLE 1/4"THICK WITH EDGES ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED IN STATING°THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 2. ALL OUTLETS TO BE LOCATED 12"ABOVE FLOOR EXCEPT WHERE NOTED. 12"LONG AND HAVING A VERTEX POINTING 6PWARD SHALL BE WRITING TO CONTRACTOR PRIOR TO BEGINNING.COMMENCEMENT WITH LETTERS ON CONTRASTING BACKGROUND NOT LESS THAN I"HIGH. O 'J U Y o PLACED ON SAID DOORWAYS.SIGNS TO BE CENTERED ON DOOR AT A OF WORK SHALL IMPLY ACCEPTANCE OF ALL SUB-SURFACES. 3. ALL SWITCHES TO BE 44"A.F.F. O iu HEIGHT OF 60"ABOVE FLOOR.THE COLOR OF THESE SYMBOLS SHALL BE 8. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE 4. FLUORESCENT LIGHT PANELS TO BE DOUBLE SWITCHED PER TITLE 24. 0 " _tO EU DISTINCTLY DIFFERENT FROM THE COLOR OF,AND SHALL DISTINCTLY 15. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT THROUGHOUT CONSTRUCTION. CONTRAST WITH THAT OF THE DOOR UNTIL THE ELEMENT IS CAPABLE OF SUPPORTING ITS DESIGN LOAD. 9. CONTRACTOR TO PROVIDE MINIMUM FIRE PROTECTION FOR 5. ALL COMMON ELECTRICAL TO BE SOUNDPROOFED. 8. AT EACH HANDICAP DESIGNATED PARKING SPACE,PROVIDE A PERMANENTLY 16. ANY MATERIALS STORED AT THE SITE SHALL BE SUPPORTED BUILDINGS UNDER CONSTRUCTION PER U.B.C.SECTION 3806 AFFIXED REFLECTING SIGN CONSTRUCTED OF PORCELAIN ON STEEL, COMPLETELY FREE OF THE GROUND,COVERED AND OTHERWISE 6. LIGHT FIXIURES TO SELECTED BY OWNER. V ✓j -r' �z BEADED TEXT OR EQUAL,DISPLAYING THE INTERNATIONAL SYMBOL OF PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS.ACCESSIBILITY AT LEAST 70 SQUARE INCHES IN SIZE,CENTERED AT THE 7. RELOCATE EXISTING LIGHT FIXTURES AS REQUIRED BY NEW WALL LOCATIONS. -INTERIOR END OF THE PARKING SPACE,80"MIN.ABOVE FINISH GRADE 17. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS AS REQUIRED 8. PROVIDE SEPARATE SWITCHING FOR DAY LIT AREAS. TO THE ABOIIOM OF SAID SIGN. BY SECRON 306 OF THE U.B.C. ` Y 9. WALKS AND SIDEWALKS OO Z a x A:ABRUPT CHANGES NOT TO EXCEED 1/4°VER.OR 1/2"BEVELED AT C a � 45 DEGREES. CHANGES WHI H EXCEED 1/2"ARE NOT ALLOWED UNLESS N DESGNED AS RAMPSPER TOLE DISABLED ACCESS REGS. ._ 0 B: NO SIDEWALI(SHALL EXCEED 5X SLOPE. o pm 1L - mp 73 p . 0 1 7 60 N 9 2 ww FOR pAPPROVEl) q-.pUN orc SCOT FAZEKA3 81T ISSLJgpICE.By ASSOCIATES,INC. N aPPlicaPla t'avr be GATE C Drawn by rj �N hereb`b1c Co en 11 ra,lewetl to-� Checked b aPProva by all PPlieable Ca building P thorizaton11 DTheate 4/12/07 aPP M sUance or r ryagesies. mit Pendin Job No.07-IR2J mit al°f the 9 antin a a rmif 1) z �oriNo t01 Ordinances aPPtOvee Plan Violation atioall n Lot he°strued It'.' o °otles stag be Moa4d °r cancel thet Pro Ts n BPI s of auch n F ai a 'o a 6N Of Sheets --� &11LDIN6 DEFT.REV_ nFv xlsttng PROPERTY DATA 0 4/1370-r -..R_ Handicap Q Parkin I SCOPE OF WORK: CONVERSION OF A VACANT BUILDING INTO A BAKERY - INSTALLATION OF EQUIPMENT, CONSTRUCTING TWO RESTROOMS, DROP T-BAR CEILING, ADDING COUNTER, LIGHTING, PLUMBING AND ELECTRICAL Q Existing - �- -- Ramp Access BUSINESS OWNER: KRISTEN AND BOB HERTZ Q ASSESSOR PARCEL NUMBER:APN374-174-003 GENERAL PLAN DESIGNATION: HISTORIC OVERLAY DISTRICT e V OCCUPANT LOAD: w �.1 REAL SALES AREA 672 SF/15 = 44.8 U LL1w 01 1 KITCHEN TOTAL AREA 1104/200 SF= 5.52 Z o 2 1 OMCE 96 SF/100 = 9.6 Z u o'0 o 1 TOTAL =59.92 Z 3 0 0 ZONING: NC (NEIGHBORHOOD COMMERCIAL) L W ®o Q ' C 13 r" o USE: BAKERY AND COFFEE SERVICE, Z o ° OCCUPANCY: >50 - OCCUPANCY TYPE "B" j SINGLE STORY COMMERCIAL to 9 8 TYPE OF CONSTRUCTION: V-N V w> �y NON SRINKLERED APPLICABLE CODES: ~ o g z ,} 2004 CEC, 2000 UBG 2000 UMG 2000 UPC, 1999 NEC U S o n O PROPERTY ADDRESS: Q W r 133 N.MAIN ST. ' �q LA LAKE ELSINORE, CA. 92530 Wo 1 PROPOSED MAILING ADDRE22920 GOLD RUSH PLACEPo ' 1 oz 1 BAKERY r7 CANYON LAKE,CA.92587 LLj p z ? _� N CONTACT PERSON: KRISTEN HERTZ 6w CD PHONE:951-285-8136 in Z a BUILDING AREA: 2331 SF W 1 98 6" NON CUSTOMER AREA: 1354 SIF ;o QU � m 1 CUSTOMER AREA: 977 SF 1 �p 0 ' UTILITY PURVEYORS: 1 a ? 1 0< SOUTHERN CALIFORNIA EDISON (800) 655-4555 � 1 THE GAS COMPANY 800 427-2200 VERIZON TELEPHONE CO. 800 483-7988 H.C. AT&T CABLE (909)674-7741 Poth of °w m. Travel Q Ka xisting 1 �� Handicap S. Parkin 1 st ■ 1 = p P Existing �� 1 1 ADJACENT RETAIL Trash - 1 1 Enclosure Z °o 1 1 v v 1 1 00 1 -A 10 0 1 1 do 1 It 1 1 1 V1 pi° 1 1 bw 1 RQLT1 p e 1 na - x nC Haodlcap - - 1 Access Path of i Parkin It L....... _ Travel ...r. .���.J _ _� i 4137'1fl> IT. 1 1 Ya r -- k ' ��� �������.�........���.......... ....mss Path of .. .. „_ 1 Exis Travel EXISTING PUBLIC PARKING 1 1 L A I.e y 0 - Y ' O °'IxDriveway Oa � o 1 \K©. o 1 m PECK STREET o mN 1Ou �m wrc SLOP SIGN STREET ° O zw 1 LIGHT O °o 1 O O z Q'" 1 - 1 MANHOLE N SCOTI FAZFnAS&A`.,.''''4iCG 0 ADA ACCESSIBLE BU=WITH ev_�-_ _ f <° R 1--ALLBUBE TLDINGENTRANCES THAT ARE ACCESSIBLETITHDISABILITIES Thes ;ia,. --� L iE v EN ASREALLQUIRSHALL BE I DEDTIF OBENTI ITH AT EDVISIIB ETOPE SONS ALONG APPROTH AT LEAST ONE STANDARD Sl GN ND W TH ADD ONAL CTIONALSIGNS, eePln,ilan°a Laisn' 1 Q PProval by aPF licabi<-Uty a n 1 Io. y N�rmu ,oi_ i t.c b rj _ 1 The issu or 9encies. ° Y aPprova Ch­ of a ' Code., °Ir odPl'Ose lans'shall'lot Pbenco�a OTdn ed / Sb�q 4/12/O-1 n or ordinance. Y violation of the °d O aN authority to violate or of aPP-cal®�No.O7-111i Q' °'odasshatt bev ancel the Presumed valid. Provisions s D I SABLED NO]E: Lot xisting 1 Handicap NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL Size ° 1 Parkin SHOWN-RAMPS SHALL NOT EXCEED 8.33% SLOPE(INSPECTORTO 30005 .ft SHEET C ® 1 VERIFY). AS 1 `_ t n or e Ramp nsq.Ft Site Plan Access 2306. o I" = 10'-O" a NOI E: PROVIDE A WARNING SIGN AT THE ENIRANCETOTHEPARKING A ARIA `�i FROM THE STREET REGARDING UNAUTHORIZED VEHICLES USING D SIGNATED HANDICAP SPACES 5 ED Of sheets BI&DIN6 OCFT.REV. 4/13/01/0� RJ SUI DIIN6 DEFT.REV. A - N W C Z Z 0 a U -E Z W °1 p Ni Q e O � w= SELF CLOSING ..•4. \\\���\\\\\\\\\\\\\\\�\\�\\\�\\\�\���\�������������\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\i\\\\�\\\�\1\\\\\\\\\\\\\\\\v �\\\\\\\\\\\\\\\\�\\\\ \\\\cnr\\\\\\\\\\\\\\\\\\\\\\\�\\\\\ �F- w <'o .�' D q1�J Olb • r I I "OQO O --5 ILU 0 - oN �f �. I 1Z ww 1 - � Q t f I � o ite Location: U r t I •.: < a n N. FH.DOUBLE ' i 5°; ;i ; m Ed 133 N. Main Street ACTING 0 0.0 Bake Elsinore, CA 92530 (951) 245-1166 t t t """"YLL - --- AC H.DOUBLE = O J O O 9 ACTING DOORS Owner: Z Kris & Bob Hertz \.\...\......\...\.\\\a,.\\......\ ....\\\.. \\,\\, .\.\ .\\\...\....\\\...\\\.\..\\\\...\\...\..�..\\\\\ \\.\\. ..\..\ \.\\\\ \\.\\ ....\.\\\.....\.\.\.\..\..\....\.. -A o0 22920 Gold Rush Place Canyon Lake, CA 92587 t O d� ro (951) 285-8136 98.6 -A p wt ow NOTE: ITEM CHECKLIST: tlxhtEiy St.,irti IHE OCCUPAN I LOAD tiHALL BE PC),I EU IN EACH ASSEMBLY ROOMUuu, to b r onu nt to OlI1 J',r.•-,Counh•I JS 1 Uuo• Krhu Lriur ,[•man,clo•,r(1 -bs,•ment m Kclnyrr,ded Uakcly 1•' NOTE PECK sT .,,., I[e r-to<hux. A vaill nut b[ a ed for,,ny — PE .,.,• F • RFE1 76 Pruuter food sloe,yc ur prrpar,d iun. NO HAZARDOUS WASTE MAIERIALS WILL BE SI OREU AND OR USED O r wrc IL•t Uok.•ry 1 1 Hand Sink SALES AREA STORAGE s'S' WITHIN IHTHE:Bl1iLUING WHICH WILL EXCEED IHt QUANIl1LE5 • - 77 Ucik Oven ' o i LT�playngrratetl Ca•,.' AREA "- LISTED IN UBC TABLES 3-U AND 3-t - --- O 13 Dirty Dltih Ra,k O • All storayo n,<ks to hr EXISTING �u m s,••'• 3 u,V U.,kcry u,spl„V• 1K Double Cm,vcctiun SCIIC: ¢ ow •r NSF oPPrOved stainless WALLS o NOTE: Mt,�. (:.,u• 13 Pn•p Table Oven , -0. p° N nr p 't_-I open>h,•Ivmy, 18 1 r 4' = 1 ® DOORS SHAH RF OPFNABI F FROM THE INSIDF WITHOUT THE - O H.uuhra, 1S I lour Slnk 1`J Double Conv-tu,n COFFEE BAR/ dt-CP,at I.ast 3 tier: ,• I P••e r' PRODUCT DISPI..AY hn h.and not 1'• 111,- 0 USF OF A KFY OR ANY SPFC7AL KNOWI EDGE 4 - S A,(r• ibl Sales oven 1 O r, 37 finrar fret o ' NOTE' cn„nt r 16 ,Id,. u, :Cnn,parr o,ent slnktj x S1- hi 11 ,'1u•• 31l Exhaust Hood-Type 1 O Lut Sao Int(.•r t. a$ r - 1J Iteln rio<I O 3000 sq.ft. Sq.Ft. m rw knee t le.,r.,nr r U'"r• Ci RUTI DING IS NON SPRINKI FRFD V overhang Prep Table 31 Mop Sink DISH WASHING 7306 o OO c V w O £_ AREA .7ANIIOM J ��. ov 1tt Cb�an Dish Rack S! Hut Water Neater O ROOM c ►Vl� o0 z rc�c l_ J m i v. •• t4 Han[I Sink 3' SL,Vr•.[U Ue•.enu,nr f runt - IL•tru,:•ratur H �'o [IK Yli REST ROOM\\f kx 1 JO Floor Sunk 3.1 P—P Tabl.. S o 2 NOIE: Dump Slr,k O OFFICES u �o 3' WA I ER CLOSE I CON I ROILS 3 11 fnutr Vcq.Srnk 1S 1u Qt.t-tix.•r E LOCKERS w Flnnr S nx SHEET °Q SHALL BE OPT, ABLE W ONE )) 1 000, F'-x'o' s[> 60 Qt Mi.", KITCHEN "0 N HAN U.rSHA LL NOT REQUIRE NOTE_ '.Jndor(uuntor D F ARFA TIGHT GRASPING, PINCHING I - -- I I q Ka•'riq.•ratur uor nrr ver r -^' 0121WISf INGOF THE `J O _ Flayf L, n•ssu Ma[hlr,,. 14 3 buoy Rrfngerafur o . ,, -- , (I - ...tivaKu..00 O 'P Thes.- • r 1 ' uw d 17' WR1Sl,CONIHOLS 10 BE - ww I•' MOUhI EU Oh IHt WIDE SIDE OF .I, `:__e.c. `v ,- '" aPPLc:, r•avr br ''E �`b�. ,f �I it n < TOILET NO MORE [HAN 44"A.F.F COL OR OF SYMBOI-: - app—.-af f. '� s I ,a .of IHE EORCE REQUIRED I0 •.(u,ru., ,-� e, Vl,to a:•:• The 'PPlicab �tY a,. d{•e wa ACI1VAit SHALL BE Lt55 1MAN a, issu Drown r ,todest or aFP ovo Plans shall�o uermir bQig ked by perminq i3' S LBS. ., aPPro o!ordthese arn' of I be o, do on J authority to n.; ;e_ N^ lafion of the sbbt8f 12/O� <. 0odes shall6e rvaliry or cancel thet provision P�ob9'('d"O-I-IRJ aN i e .00 o sN iq a irc 0 ae 'o a sr,��•r rv:„r,l„„ A- 3 Of Sheets w 0 4/13/ D[PT-REV.4/13/Oi RJ BUILDING DEFT.5/'7 FP E N V1 o eJ W Li Ld Z Z o — u z o W ) N ul rc N I- I- WLLI v o o mo U N i rn n ad In W 0 N rc � 4l Kz � � u v M o c coo 0 0 a� 'o¢ ;u fN Z w� m. za 91'8" I1— g4 ---- 33'8" 8.0.. 52'2" — — \\rt\. �`�.•'~••,�,�o \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1\\\\\\\\�\\�\\h\\\\\\\\\h\\\\\\\\\\\\W_\G\\-I\\\\\\\\\\\\\\ \\\\\\\\\oM\\\\\\I\\I\\\\ A+ 55'0'0 [\\\\\\\\\W\C\r\\1 \\\\\\\\\\\0\\\\C\\\\\\\\\\\\\\\\\\\C\\\\\t \\-\\-\_\)\\\\\\\\\\\\\\I — i \ \i'1\ - ♦5\0\t�\ \\ LL J�L WOMEN 6„ 110' 3,0„ 307a C SALES AREA KITCHEN AREA 5.0, 8 O°OQ o0Fo„ 2 3'8" o Y: 3070 MEN +IRE4@�CeCC4R I '� [E]2668 3070 PR 13'10" -0 U q - _ 5'0"—_+� 0 �y o 6'0' a ° �o �A i 2 [E]30 0' o �O Nm a O Z a 25'0" 32'5" _ t � 12,0' 1 0 0 >o m° 98'6" Jfi oF'� VT o; 93 EXISTING s 07 ow 9 W .OT7 I�!'II h I l ,k f)r 8 1=AcLr•qy ANrE $A<6uCIAI f S.IN o Q Drawn by rj j.o Tes nano for•ic_ a �+ d r anu rdmance A erenc toQhtcked by Al.t on i a$ City agencies mrtP r je 4/12/O'f °p b bu din nza 9 rovaf ) II n,,;,,IcpFl a 9 per The iss,,a,,,o Nm AFipr Rh[ Job Na.OT-IRJ .�'�a�.71an s9 all nolpermit bas ao �a^Y violation obthe constr.,o to 0 on y to violate - N Permit presu PPIi +ble NN codes shall be valid.or ca icel the med to ive o Provisions of 1 rch ° Qo K i 0 olu lO,_Oii N,i ba, A 0( Sheets ---- --_-MULL HOLE IN'T'RUNNERQ&11LDINlG DEFT.REV. 4 INSTALL 6d RUNS SHANK: LOMPRESSON STRUTS,STD SECTION W/LAR RATIO OF 4/3/OT RJ NAIL M AK O N ATTACH TO MAIN RURUNNERSW 1/4'M-BOLT Q 13 A.V®NTLAL HANSH2 Q AND TO STRUCTURESEER Vv BAG'VIA.RPOINVEREPLACE DRVB/9ND. WIRE AT 4'-0'EACH WAY N A T✓ON -- PCOU3TLAL LAY-IN PANG C.OHPIofSBION STRUT SH/N.L NOT I�LACE HANGER MIN 6—TURNS IN Kft _In'BOTH—OF O T'RUNNER 2 WIRE,TYPICAL _.. __ 11 (41-12 6A.GRATED W I![9 12 6A.HAN6B¢WIRE YU 90'APART IV RITAHTALLY Q NOTE, SEE pETAIL N MIN.4 1-TURNS HANSM WIRE 5 TIGHT TURNS IN I-In• IN I-In'BOTH ENVS -- TNN 6'OF THE Tom' S OPWr@ TYPICAL ARTTION A INTERLOCK'V'STRUTS OR - WI4�51HG4_D BE TAUT HORIZONTAL 16&A.THE WIRE• WTHOUT—AIMS T S POR CONNECTIONS OP CEILING TO LIFT UPNL 2 WALLS OPPOSITE POP III 4 HANINSR HO SPLICES PER HITTED. o z N p r w CLEAR RIVETED WALLS. 9 W T�AMVE IQ w ':::: ::��•""""". PCOUSTLAL LAY-IN PANEL � W m w WALL ANS ALTERNATE LOCATION Z Z O_ FACE OF WAU.. WITHOUT NAIL MAX VERTICAL, -TYPKA- _ u o C o NOTE.WCiZE THE PERPENDICULAR DISTANCE FROM 2'MAX.NRdH BRACING -_MAN p'N� Z u�pi THE Y/ALL TO THE FIRST PARALLEL RUNNER WIRE5 TO CR55 RUAHL Ld O '" 15 12'OR LESS,THIS INTERLOCK 15 NOT REOUIR®. CPS RUNS ®U O!' Mill!WALL OP STAMM WALL Q ` a° PERIMETER WALL ANGLE 3" SPLAY BRACING DETAIL I ve" o W Ld COMPRESSION STRUT SLIEDIILE o g'N" o C4 N �n FACE OF WALL ` E WIRE TO LENGTH STRUT CL w z SEE OFTAITUR ABOVE � p SEE DETAIL/9_ p END HANGER WIRE-._.- - LESS THAN 9/4'XIb bA. rn a i WITNN 5'OF THE - E ... 2'-6' COLD-ROLLED ROOF JOIST PER PARTITION 12 bA.HANSER WIRES STRUCTURAL VASS. GIANNEI. AT 4'-0'OZ.EACH WAY Io N w O W/5 TIGHT TURNS IN 1 In' w N n 4'�' GOLDANNEL (n 2-N12 RIYLs o <: MAIN,.MCLDINS AT 46'OL. GHA,NB o1 K . . . . .,... .. GROS"T'AT 24`OL. 0 OUT OFF FLANGES 4'-b'TO 15/6'X2S bA 1 Q AND BBID W®OVER T'-II" 'L'SNDS -- ACOUSTIC LAY-IN PANEL POP RIVET TO'T'S AT rnM7 d TURD(2)ADJACENT SIDES. c(O z O� PERIMETER STARTER WALLS T-BAR a DROOPP CEILING �o CEE 5C+E XAJ STRUT KITCHEN ONLY 48,x 48 WIRE SUPPORT rc PERIMETER WALL ANGLE 3" CS 5I�5LI�E _- Ip2��HUN�� 2'X 4 PANELS w- SELF DRILLING FASTrER STEELC STUDS- z m E W o u - &RID AT6N STARTER WALLS, - MAIN RUHUE2 WALLS o 0 GRID PERIMETER STA TO(2)LL5,ADJACENT WALLS 2 x 4 x 16" OC 1 9/6'5-12(126A1 '�I.I N�HunnHr Il 4 FA.12&A.SPLAY NOTE. SOMM AT IB' WIRES.(SEES NOTE 5) COMPRESSION STRUTS SHALL OL.MO 6' NOT REPLPLE HANGER WIRE FROM END'5. v i AT FREE COMPRESSION STRUT 3" z � w°N �J _ a 12 bA.HANGER WIRES AT (3)1-In'9 SA STAPLES - ----- p z— p 4'-0'OL.EACH WAY OR STRONGHOLD J-NAI ALONG MAIN RUNNERS FOR EA.WIRE \ 1 W �� 12 6A.HANGER WIRES AT iLJ w n B'FROM ALL WALLS AT BRACING WIRE 4 ck w ALL MAIN RUNNERS 4 T6HT TURNS IN 1-1 o -- CROP TF35 \\\\\h\\\\\\\\\\\\\\\\\\\\\ \\\\\\��\\`x\\\\\\\\\\\\\\\\\\\\\\. O of I OPPOSITE FREE WALLS, NAN6Et WIRES I t n l<f I] It r. i£ L-CROSS TEES __-NO GRID ATTACHMENT, N 11/26HT TURNS / Kr x Q n AT 24"OZ. 1/2"MIN.CLEAR wnli n {i! ^ ma WOOD.1018T 17R RArTGR N�oldmq _ _ u wo MAIN RUNU8L9 FIXTURES,SI.PPORT ', 2'0"O.C. `T"support AT 4Nj'OZ. PER NOTES L r HG.;t<r Qi _ o 14vout ° NGTES: I/4'DIA,EYE5CFSY YV hnn Y!T w nUle>wiin o� NOTES: :/4' PENETRATIONInAin 1" .o Mai-tee �a I. CLASSIFICATION OF CEILING GRID 15:HEAVY DUTY TYP.BRACING WIRE W/ [IC•1t t«fPI N� 4 TIGHT TURNS IN-In' MF&.CATALOG NO \ :x2 I.IyOUI � t65 or ELIUAL) MAIN"NIER DONN OX 26 CRO55 RUNNER DONN OX 424 WOOD JOIST OR RAPTOR +� RUNNER SPLICES INTEGRAL m a LL pv 2. THESE PLANS AND 5FECIFICATION5 ARE FOR CEILING 5Y5TEM5 WH05E WEIGHT O a INICLUOIN6 AIR CONDITIONING GRILLES AND LIGHT FIXTURES DOES HOT EXCEED :vGLID BLK'b. ------(B)-In'4 bA.STAPLES O + o w Y FOUR(4)P.SF.HEAVIER SYSTEMS AND THOSE SUPPORTING LATERAL LOA55 REaV. OR STRONGHOLD J-NAILS = °q¢ FROM PARTY ON5 WILL REQUIRE SPECIAL DE516N DETAILS. W/HOOK TO OVT3IDE OF Q 3. SPLICES WILL NOT BE PERMITTED IN ANY HANGER W RE5- UPPER PART OF LOOP 4. PROVIDE TRAPEZE OR UCTIONS OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTR 2-Ibd OO r J TO MAIN HANGER SPACING.PROVIDE ADDITIONAL HANGERS,STRUTS OR ERACE5 A5 NAILS EA.END REQUIRED AT ALL CEILING BRFAK5,SOFFITS OR DISCONTINUOUS AREAS.HANGER WIRES THAT ARE MORE THAN I IN 6 OUT OF PLUMB SHALL HAVE COUNTER-5LOPING WIRES. gRp.GIN6 WIRE Wes----3 HANGER WIRE YU F m m w 5. PROVIDE SETS OF FOUR 12&A.SPLAYED BRACING WIRES ORIENTED PO DEGREES 4 T16W TURNS 3 TIONT TURNS o `(����Jr,(^v] N m FROM EACH 0111ER AT THE FOLLOWING SPACING: IN I-I/2' IN I-I/2' o ` V O c A.FOR SCHOOL BUILDINGS,PLACE SETS OF BRACING WIRES NOT MORE THAN B.12 FT. z Fr.ON CENTER. �1 WOOD JOIST OR DLOGK p T USED O z w�, Q o C.PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACING J O °1 GIVEN IN A AND B ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS FOR BOTH SCHOOL AND HOSPITAL BUILDINGS. pRE-ORILLED 1-1/4' I/4"VIA.HOLE b. V41THFASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS.FASTEN BRACING WIRES HOLE.M BOARD I�: PENETRATION o m WITH 4 TIGHT TURNS.MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. 6YP5 INTO JOISTS 2 r HANGER OR BRACING WIRE ANCHOR5 TO THE STRUCTURE SHALL BE INSTALLED IN Y�IE 51UCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS A5 CL05ELY A5 P0551BLE n WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. FOR BRACING WIRES n I- SEPARATE ALL CEILING HANGING AND SPACING NRE5 AT LEAST b INCHES FROM ALL FULLY EPEE EYE ^. U15RACm DUCTS,PIPES,CONWIT,ETC.IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT SCREW`RANK IN - ITEMS,SUCH A5 SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 5/4"NOMINAL DIAMETER, DIRC-LION OF WIRE `= TO HANGER WRCS USING CONNECTORS ACCEPTABLE TO DSA555, WITHIN 11-1/ TURNS TIANB@R�IRES W/n v O pF1FA b. I'ENI DRILLED-IN CONCRETE ANCHOR5 OR SHOT-IN ANCHORS ARE USED IN REINFORCED _ ♦ '�w CONCRETE FOR HANGER AIRE5,1 CUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS D TD DOTTOM Or JOISTS 5-OJ p w OF TENSION WEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRE5, � p O I OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION.SHOT-IN ANCHOR5IN CONCRET A NOT PERM17TEV FOR BRACING A P! �waU-Wl ADJACENT SHO HI ,aOR5�UwRE��DSA/5IRES IF MY I5oRDRILEo-IN WIRE TO WD PRAMINIS CONN. 3" 3 SCOT T°z k !t8�q.:.11" aAPPROVAL WHEN WED IN PRESTRESSED CONCRETE. BY IA,F. Ina R. ATTACH ALL LI6HT FIXTURES TO THE CEILING GRID RUNNERS TO RE515T A HORIZONTAL w FORCE EQUAL TO THE HEIGHT OF THE FIXTURES.ALL LIGHT FIxTI.RE5 SHALL BE --- -V.STRUT TheS,: U/::,` ATTACHED SECURELY TO THE&RID WITH 4 SCREWS,ONE AT EACH CORNER OF TIE aPPI1ca C. 1 Drawn by Y� N a FIXTURE. (__- - MILL HOLE L IINRIHS hereby ar 'rtl Ortlln H'edl N fle b 10. THAN 56RPO POUNDS MAY�� DITURES AND RECTLY ON THE RNALS OUM ERs OF ASHEAAw1m rY N'4'IL nca approval bl v..yuPhcabie Cit. it buildmy Herr, ler 4/12/0-7 a 9 GRID SYSTEM BUT,IN ADDITION,THEY MUST HAVE A MINIMUM OF TWO 12&A.SLACK ''''' �'''' ACOUSTICAL LAY-IN PANE. The ISSUan y a9encuas. ^dj^OO �w T.RUfER aPProval Or 9rantin Job Ng.O-7-IRJ SArrrTY WIRES ATTACHED TO THE FIxn RE5 AT DIAGONAL CORNERS AND ANCHORED TO O B�TI� a. Permit O IeS@ 9 OI ns v THE STRUCTURE ABOVE.ALL 4 FT.X 4 FT.L16M FIXTURES MUST HAVE SLACK SAFETY Of t, m U. II. ALL FLUSH OR RFLE55Ep LI6Hr FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 12 6A NMraER WIRE Yv aUOlOrityrf0 rtl Ol12 GA.AIRES EACH ATTACHED TO THE FIXPAE AND TO THE STRUCTURE ABOVEate e.InNo 1p atmlf p�e$hebe 0a r�licable o 56 POUNDS OR MORE MUST BE INDEPENDENTLY SIUPPORTED BY NOT LESS THAN 4 TAVT I EGAR LESS O THE ATT T EOT ro 1 N6 R IDTSYSURE EM C g2 WIRES =—ANSLE 5 nGHr TAtNS IN-In• Comes shall be valid.Or Oancel the provisl0^s to 91ve o f SUPPORTING 4 TIMES THE HEIGHT OF THE UNIT. INTERLOCK'V'9TTORB OR HORIZONTAL 16 6A.TIE WIRE• DIE SUCh w n 12. NOT USED 2 WALLS OPPOSITE POP n W RIVETED WALLS. C 13. SUPPORT FACE MOUNTED LIGHT FIXTURES BY AT LEAST TURD POSITIVE DEVICES a WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THET RUNNER o STRUCTURE ABOVE BY A 12&A.WIRE.SPRING CLIPS OR CLAMPS THAT CONNECT ONLYACOUSTICAL LAY-IN PANEL TO THE RUMER ARE NOT ACCEPTABLE.PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURF5 ARE 5 FEET OR LONGER. ALTERNATE LOCATION WITH011T NAIL O 14. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE FACE OF WALL AS NOTED o W WIRES WITH HANGER OR CABLES PA5 W 51N6 THROWN EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE V✓EI6K OF THE FIXTURE.ATTACH ALL LIGHT FIXTURES TO NOTE WH9lE THE PERPENDICULAR DISTANCE FROM a THE CEILING 64ZIP RUNNERS TO RE515T A HORIZONTAL FORCE EQUAL TO THE WEIGHT THE WALL TO THE FIRST PARALLB RUNNER Sheet fJuntber OF THE FIXTURES.SPECIAL DETAILS ARE NECESSARY FOR TH15 CONDITION AT THE 15 12'OR LESS,THIS INTERLOCK 15 NOT REWIRED. CEILING 6RID. OrPOSITZ WALL O*STAR M WALL �G— LAY—IN CEILING REOUIRMITS I TUTS ll PERIMETER WALL ANGLE I 3" or sneer ke B4121131./ D-FT R V_ _.__.._ Z\ ELECTRICAL NOTES Z\ I. ALL ELECTRICAL WORK IS TO BE DONE IN ACCORDANCE WITH CURRENT 2004 CALIFORNIAELECTRIC CODE AND LOCAL CODES,REGULATIONS AND STANDARDS AND MODEL ENERGY CODE.WHERE THE PLANS SHOW MORE RESTRICTIVE REQUIRMENTS,THE PLANS SHALL GOVERN,BUT NOTHING ON THESE PLANS o� SHALL BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. �p ? 2. • LJ w� ALL ELECTRIAL WORK SHOWN ON THESE DRAWINGS IS NEW UNLESS OTHERWISE NOTED. U W 3. ALL CONDUCTORS SHALL BE SIZED FOR THWNITHHN COPPER UNLESSOTHERWISE NOTED. Z — u 4. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL DEVICES CONTROL EQUPMENT,CONDUIT AND WIRE AS Z �_ SHOWN ON MECHANICAL,PLUMBING,AND ARCHITECTURAL DRAWINGS.ALL WORK PERFORMED SHALL BE INSTALLED IN A CLEAN 1FIRSTCLASSj WORKMAN LIKE MANNER.ALL DEVICES ARETO REMOUNTED IN p ®U COMPLIANCE WITH SEISMIC SAFTEY. Z S BY LOCAL LCODENTRAC70R SHALL PROVIDE DISCONNECT SWITCHES F00.ANY EQUIPMENT AS REQUIRED BY CAL CO F w 6. 3s ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO ALL EQUIPMENT REQUIRING ELECTRICAL I. I lyUj E '2 CONNECTIONS. W F' 7. TT SHALL BE THE E LECTRICAL CONTRACTOR'S RESPONSIBILITY TO SIZE ALL JUNCTION BOXES REQUIRED U , 1° ACCORDING TO CEC,TABLE 370-6(s)AND(b). - & 81 U B THE ELECTRICAL DRAWINGSARE ESSENTIALLY DIAGRAMMATIC.DO NOT SCALE THE ELECTRICAL Q a% �° DRAWINGSFORLOCATIONOFANYARCHITECTURAL,STRUCTURAL,CIVIL,OR MECHANICAL ITEMS. rn Q,a9 REFER TO THE APPROPRIATE DISCIPLINE'S DRAWINGS FOR THE REQUIRED INFORMATION.WHETHER N iz SHOWN ON DRAWINGS OR NOT,ALL CONDUIT PENETRATIONS THROUGH FIRE RATED FLOOR,SLABS, SHAFTS,AND WALLS SHALL BE SEALED AGAINST THE SPREAD OF FIRE OR SMOKE WITH U.L.APPROVED N rc CABLE AND CONDUIT STOP OR U.L APPROVED FIRE RESISTANT SEALANT. Uj MOUNTING: Existing FLUSH PANEL L MAIN 0 EDISON I1 o ° UPPLY 9. THE CONTRACTOR SHALL SUBMIT CATALOG CUTS FOR LIGHT FIXTURES,PANELBOARDS,SWITCHES, _1x `r Qi< EXISTING BREAKERS,AND ALL CONTROL DEVICES.LAMPS AND BALLASTS SHALL BE ENERGY SAVING TYPE.ALL VOLTS:120/240 PHASE 1 BUS 200 AMP - Panel L XIS G FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS(C.E.C.BALLAST)AND WATT MISER O � ua 200 Am LAMPS.ALL FIXTURES 70 BE U.L OR TEST LAB APPROVED. ry z 1 ME 3#3 ETER V. rn rr1 a o THHN 10.PANEL80ARDS,CIRCUIT BREAKERS,TIME CLOCKS,MOTOR DISCONNECTS,SWITCHES,STARTERS,AND AO �a 00 AMP SUB :LOCATION VA - WATTAGE LOCATION PANEL _ O OTH L 1 ER APPARATIS USED FOR THE OPERATION OF,ORCONTROL OF APPLIANCES OR EQUIPMENT SHALL EE cCO nTu _ __ NEATLY AND PROPERLY MARKED WITH ENGRAVED BLACK ON WHITE BAKELITE NAMEPLATE._ i 7 0 A 0 B 0 C LTG REC MISC BKR CIRC CIRC BKR MISC REC LTG 0 A B 0 C L1 2 7/00 100 1 2 20 S 11.PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANELSCHEDULE MOUNTED INSIDE EACH PANEL To -, 3 p°re 5 P AND ENGRAVED PRIMARY/SECONDARY PANEL LABELS FROM SWTTCHGEARS. c 4 2 3400 100 1 15 Spare CONVERTER rc MOTOR 12.PR A/C 2 2500 50 OVIDE A COMPLETE•AS BUILT^SET OF BLU6LINE PRINTS TO SHOW EVERY CHANCE FROM THE 9 6 15 2 Light I ORIGINAL DRAWINGS SPECIFICATIONS. w 11 ,i Basement Light 13.ALL UNDERGROUND CONDUITS SHALL BE SEALED PER CEC 300-5 ). V/ ..Spere 20 13 8 20 Bathroom @ �a 5 HP 300 Front Fan 3 PN 14,CONTRACTORS SHALL PROVIDE ELECRICAL GROUND TO ALL EQUIPMENT REQUIRING ELECTRICAL Light 1 20 15 10 20 Vent CONVERTER CONNECTIONS.CONIRAC[00.SHALL ALSO INSTALL SEPARATE EQUIPMENT GROUNDS TO ALL EQUIPMENT O oO °Ra taN s 2 15 17 12 15 1 300 otlghe 1 1 4EMT- AS REQUIRED. w° 3 4EM a Spars 15 19 14 15 Re Fanen} # 15.ALL THERMOSTATS SHALL INCLUDE A BYPASS TIMER INSTALLED ADJACENT TOEACHTHERMOSTAT. Z Light :;,Span 2 15 21 i 16 15 Janitor pH 16.ALL ELECTRICAL WORK SHALL COMPLY WITH 1996 NEC. - 6 Closet 100 AMP SUB �(� °o k 100 Light 3 PH PANEL 17.ALL EQUIPMENT SHALL BE LISTED BY RECOGNIZED TESTING LAB.(IE.U.L,ETC.) .%COfR lee Shlosp 6 15 23 i 18 20 12 Cottle 30 AMP L 2 ..`` !!-1 w celn^ 220 VO T V o Spero _ __ 15 25 �?, 20 15 Spare 1&LIGHT PICTURE IN CONTACT WITH INSULATION SHALL BE U.LL LISTED FOR THERMAL BARRIER OR Z S are 27 t 22 15 PROVIDE WIT 3"MIMMUM CLEARANCE 15 Spare l uo Space 24 15 Spare 2P 19.MOUNT THE IN)L[.OWING ABOVB FINISH FLOOR: OUTLETS•IS"T048",SWITCHES-36'TO OS",_PF Q �� y 1u 26 t5 Spare I]0 AMP SUB THERMOSTATS-3f . ; - 28 P T046"ANEL 100 Next Shop EXISTING NEXT ALL PANEL SHALL BE SERIES RATED AND PROPERLY IDENTIFIED PER SECTION 110.22.CEC DOOR WATTS / PHASE An 15140 10 0- C= -A o� k° TOTAL WATTS: 15140 LCL 0 25% 3785 °m 0 � PANEL LOAD: 20.19 FEEDER AMPS: 200 AMP 'off :a MOUNTING: FLUSH PANEL L 1 SUB-PANEL MOUNTING: FLUSH PANEL L 2 SUB-PANEL NOTES: 1: All switches+44 in.center 2.All general receptacles+ 13 in.center - -� VOLTS:120/240 PHASE 1 BUS 100 AMP VOLTS:120/240 PHASE 1 BUS 100 AMP 3. All dedicated receptacles+44 in. center except under counter and display rl � caj po .LOCATION_. WATTAGE � )r(`t# ' WATTAGE LOCATION LOCATION WATTAGE WATTAGE LOCATION O 0 A 0 B 0 C LTG REC MISC BKR CIRC ,+ Y. CIRC BKR MISC REC LTG 0 A B 0 Cm m 0 A 1 1 0 C LTG REC MISC BKR CIRC ' CIRC BKR MISC REC LTG 0 A B 0 C O °1 Fool r 1000 i ' .v`'ua - 2 Phase TiT "Exahon r 20 3 r F:. y 30 1 1500 Converter oHee.Brewe 20 J a 4 20 1 780 Brewear 0 n p Corn,ection 1040 `; a a z 1 20 5 6 20 1 1040 Refrigerator L 6 Espresso - Oven __ Mixer 1040 20 5 8 30 1 2500 Moch'ne m mw Con—Ron� te 104 1 20 71, * 8 15 1 6/0 Reingera}or Ice Machine 560 15 7 Y. 10 15 Spare o O N m £C Bon 104 pb� C nter 20 9 L. 12 20 1 1200 Refrigerator ` c p� O,ron 1 20 9 10 20 J Box Dedle ted O O vi, 104 1 20 11 'Ef 11)JO Ia 12 20 Ar Cudain 'Dedltafed zo 11 "F. 2 20 Spare ❑® GFI RECEPTACLEO z150 1 20 13 J ',' 14 20Oven Hoad Sare 15 13 ? 15 Spare isoo t 20 t5 t 16 15 space span 20 t5 I5GE V 2LPRECEPTACLE_ _ 18 15 Space General,.M�. 20 Space `Race tocle 360 1 20 17 Space (� R,a LPFI 1 `H'ow 220 V 3 PHASE'1 fxm.r ' Spada 19 Stri2�"tiV LIGHT o°I u. �$• SWITCH N DOUBLE SWITCH WATTS / PHASE A= aaw R= r- WATTS PHASE A ORE B= C= TRIPLE SWITCH A/C AIR CONDITION F'10 T�AppRn.a TOTAL WATTS: 8850 LCL 0 25% 221.5 TOTAL WATTS: BD LCL 025x 2745 O Fc T FA` ❑By JUNCTION BOX J wa rl es� L. Drawn by rj rym a PANEL LOAD: 9.07 FEEDER AMPS: 35 PANEL LOAD: 1173 FEEDER AMPS: 35 herebc Jr,r O dinar, approval by ad anpuceble CqY ay l,,oc's P�.n Roppdogg79 T a Aran 'r'4- The issu�l a PBPme"r 'nese plans 0l a Pern. a? a or r WilingJob No.O�-IRJ haifl Fcodes Or ordipn ovc anNOyolalloo!f t ,1pph. 'Go to �o z euucs shall be Valitic or cancel the preso P ovis; `d to give of 'S Of Such -o SHEET o E1 2it 0 0 a ELECTRICAL �beel N�m�e, NOTES i 3 Ot Sheets a 11c. BUIL O-I,DEPT-R E N N o r0 W W Z Z o E o Z 2 o w p ®U i Z �o 0 91'8" QLi LL1 '-m I I' I N i io W F r, 'r lOV lUUA o suit-PANtL L1 IJ 2,4 = `- 3 Ph 220V 30A o Cl Converter 5.Hp Q 1 N O s° LLJU7 '000 0 O J ar °rc 0 llSl� li �� a � � Lij IM r C� O v(ill It Yif I NC r ti O Site Location: Z ow C : Am . 133 N. Main Street Z 0 o_ n�N Lake Elsinore CA 92530 = ,- ---�• IL (951) 245-1166 �� <� _......................� o° Owner/Contact #: u- °" Kristen M. Hertz - wo w (9 51) 285-813 6 a...........„�.�.�......,.....H L ............h.: ........... ..�.�...: �......�....!: .....�.........._.......................�.............,............ ....... = sm <ti d 100 SUR-PANE! NOTE: p 98'6" EXISTING OUTLETS NOT SHOWN O d r� p .<� 0 o o y JN r 00 m m ELECTRICAL SCHEMATIC � L L Lighting ° o #5-7 #1-3 fixture o m < 100 Amp 100 Amp g 1.ALL SWITCHES+44 IN CENTER to L-2 t0 L-1 ® ELECTRICAL CONDUIT LINE ° s� r , --.._ 2.ALL GEN.RECEPTACLES+13 IN CENTER 42'6 ,a Home Run" Home Run ww 3.ALL DEDICATED RECEPTACLES+44 - ' CENTER,EXCEPT THOSE R COUNTER Swit[h a AND DISPLAY CABINETS EXISTING WALLS a 208-240 VOLT OUTLET N A °w Appr.F0 ,,-�t; 8V S a 120 VOLT OUTLET Ai w.a SHEE `e`', I iz Drawn by r� s evrewe r ZlSecleeAyy ��: rencF totqqofi/Ig E2 approve! The U ors ue n bu lu Au '` tRi /O't a wPliar le- ty ayencie iS3l:.; Jo�erl -l-IRJ m'—" 3 DW aPProval rhesr y,anhn9 of a= Permit l a Plans shall a Perm' °o ordinance y vN.iolation of ❑struetl to �N authority to vivalitl or ancel rmrt pre uo df`00851 S 208-240 V 3 PHASE "an nOt b WTit z a6 ELECT 1 10% the pro isi -s o s iv PLAN a 0 a sne�i N�rrwr, �-2 01 Sheets Revisions: 05107 DEFT REV . m � » i g/7 �! 3 N 0000A*W41k U. 00 GOURMET BAKERY AND COFFEEHOUSE A r Z Q 0 Site Location: fill .133 N. Main StreetLake Elsinore, CA 92530 + �z I n �� � �� � � � � � LIJ �� �; (95.1) 245-1 .166 o �� a� �o <o Owner; aF o� 9� a� y� ITE C<Nk t'+P IS' _ a xfx Kris & Bob Hertz rNE LOAD SHALL BE POSTED IN EACH ASSEMBLY ROOM t A �vt€ t b�22920 dolt Rush Place Can on Lake CA 92587 AMA r i p -.t. : I WASTE MATERIALS WILL BE STORED AND/OR USED a*N ILDING WHICH WILL EXCEED THE QUANTITIES +t > .1%.ATAB(E5 a D AND 3 E , . . s NOTE. -t&o:` Pe DESIGN:THE INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: * q v«�+* £^' " `` """ [ ' 3 J q- SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT - „�, ,,;,y �xr �rrle 3+ ter sir- saasq ua>q x<Imrm:. `'w_x' L � wo DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED �O r€4' € a`x' .e�F ar�xax PERSONS AS SET FORTH IN THESE BUILDING STANDARDS AND AS USE OF A KEY OR ANY SPCC IAL KNOWLEDGE SPECIFICALLY REQUIRED IN THIS SECTION i E NOTE: aw i36g r �.ci.+.x mow: F a'3 rol i6ra hTaM 4 � g COLOR OF SYMBOL:THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. BUILDING IS NON-SPRINKLERED THE BLUE SHALL BE EQUAL T-D COLOR NO. 15490 IN FEDERAL STANDARDS5955Cj . s Fb d Pq 1 Qf _ Pac�e_2 Si� �t4 � yP� 3d ATER CLOSET CONTROLS o 4 t'� SA , � 4p tsl �yA 3, . wm L HALL BE OPERABLE W/ONE 4 ' y ,P �� �0 �� 4� P �� ��? �� AND,JSHALL NOT REQUIRE �Q € IGHT GRASPING,PINCHING O �8 �o �w Pti I r R TWISTING OF THE o I RIST,CONTROLS TO BE � p�pW licgrs °,':ar<,-Ir.Llrer fi.�r,esr.l .,:.nL.. ` c.tJ.4fi.CP@TS LE Itcrtt - R9ar=:rfxclUsir -PaRcu;ita NU<Itbur _ € _ GGCl=:'iE£etTS I/" MOUNTED ON THE WIDE SIDE OF <33 NUanber Nuen" - _ € , TOILET NO MORE THAN 44"A.F.F.AF rwr, TRUE x i m ! ECON-AIR - x HE FORCE RED TO �x I i ACTIVATE SHALL BE LESS THAN O I U v FLLLI'AL 4b C-2 R - X r 5 a RHFF:"tt 75r 5 X X X X 7.C3hL ;SUOC7 UTIJ 5 i" LBS, - NA 3 UxU 4 v�F, FEDERAL j X i X - ----- B 0 NA c t. t 3 u ar ar r H AR �X o J Nx6 m ct - a` - � 36 UNIVEX X = X _ - - — - 8 FaR eblAas r t X ,,, .-.. .... +.. 1 [.- X .z_ _ - v._......_ - - --r t X I K X x _ _ _- F1 ° TRUE TUC-2, X = X APR g I A VARZOCCA 1 L ;•FA i A X _ X ( X _ scot pcR PF,:r�1iT BY EKA qSc, �F iI n, tCEU OC�G X X h _ i -J- 4 1 a h X ------- _..... j he ebv` dUre emAtl. a�{Iwh,r 1.. _-.; _ 3 Mrs. e ❑ rja��p -" - �--ZVV � n rdJhe �� S-0 .;,.. a bgr r i n is X ,v, _ -«- �_ c .,,c(pity a en y 9¢k� �M1ldi —:__ __ ' Date /0-7 UNIVERSAL j X X < X 14B X 29-V2 --' -. ;'s; granting of a 97 et r p r ba TRUE 1 TSSU60,16 X _ 1 X -+ '__— - —-..-..� = Mans shall no be�olmas6YT- J YB I r.:r,P X a _ s9 S. f'ig e.nN violation a$ - __ - -_� _ .....` :,� �.._.»�..___.. -....... -_ ._.....�{ ._— ___ _...... r s � .. Permit vsi ns of s dP ._ i4 ... X y X X K [ .,».... -- -t- i pF or cancel r»ond to such 6 24 X .... X �_. ci flp s,at i X [ X X } _ ._.._ .._-_,€•_ .. -_ a lea a s 3 3d R O 22 TRUE T19F' X X 0 25 TRAUk-SFN 39 t1'c� I( � -..1 X L __ .......................... �.n.�-_ - 24 �* ' TRAULSITa G31 o01t3 X X - »+""— "'•`" - 1ffiffffffi 26.. z Uo r ran, TRAULSEN GH2,32 X - X U; 26 NUS Vll OPL2-B X r X ` 2 27 GARLAND G1200 X � o G X X28 _ _ - _ yg �ov.r£aat,c�. GARLAND TL,-3 J( X � Sheet umber S sheets ^ 5QLVIN -- �_.-- L�B/19LD�DEPi.R 4 -0 esllel SING DEFT.Rol SEE PLAN Q-- 0 2x4 STUD WALL w 5/6'TYPE'X" GYP.BD.EA.SIDE,RILL LENGTH o ID z OF SHAFT TO ROOF,ALL 5IDE5 U In J TYP. w (a Lj w Ti Z Z U o - u o DUCT PER HOOD REDTS. Z i `u ®C) id I Z o O R° m W W w $ � 2 -U o o o_CV Q �D rn.3 -1 �SGALE:oIr' Hated a V) nuO' t+ ar —.. D L _ �in }w SHAFT TO BE 1-HOUR RATED o p CONSTRUCTION WITH 1 LAYER o ao TYPE X GYP, BD. EACH SIDE OF n- 2X4 STUD rn LMo =a c Eo w oO NOTES&SPECIFICATIONS: w 1. ALL WORK MUST COMPLY WITH STATIC AND LOCAL CODES �. 2. 20 GAUGE STAINLESS STEEL ALL WELDED HOOD CONSTRUCTION Y Y( G 3. PROVIDE ADEQUATE MAKE-UP AIR IS— EXHAUST OUTLETS SHALL BE 10 FT MIN , p� CLEAR FROM PARTS OF THE BUILDING AND 4. HOOD TO BE 18 INCHES FROM ANY COMBUSTIBLE MATERIALS OR 3INCHES ADJACENT PROPERTY LINE OR AIR INTAKE W MINIMUM FROM 1 HOUR FIRE PROTECTED WALLS OR CEILINGS, OPENING INTO ANY BUILDING AND SHALL B� MAKE UP AIR TO BE LOCATED 10 FT.AWAY FROM EXHAUST BLOWER OR SEWER VENTS BE LOCATED IO FT.MINIMUM ABOVE Q 'off �7 �)OOO S. OW NERTOPROVIDERDOFACCEss AD]OINING GRADE LEVEL _ C O GREASE DUCTS CONSTRUCTED OF 3A GAUGE GALVANIZED METAL WITH LIQUID EXCEPTION: w o TIGHT WELDS NOTE: Provide make-up air in EXHAUST OUTLETS MAY BE S FT.FROM O uo �� /^/yam/ a THE HOOD OR SMALL SLOPE A MINIMUM OF A 1/4 INCH PER LINEAL FOOT TOWARD ADJACENT BUILDINGS,PROPERTY LINES o 0 �.. tl//(.� TOWARD AN APPROVED GREASE RESERVOIR accordance to the Uniform OR AIR INTAKE OPENING IF THE AIR FROM O is r.t t I�,�r. :I', ... t cLEAx OUT OPENING.xcs sx BE EQUIPPED WITH TIGHT FInInG 000ss,consrauEED EXHAUST OUTLET IS DISCHARGED AWAY o 0 Mechanical Code 2 TELL CKNESS OF NOT LESS TRAM THAT REQUIRED FOR THE DUCT. FROM SUCH LOCATIONS.50A.9 DOORS SHALL IBE ERQUIPPED WITH A SUBSTANTIAL METHOD OF-TIMING,SUFFTCI ENT 1 X N O CLOSED.DOORS SHALL BE 50 DESIGNED THAT THEY CAN DIBC{b1RGE ii- zO4 eE oocNEo w�rno.I I.is USE OF A IDOL. I CLEAR IS Site LOCatIOrl: 10.FIRE SUPPRESSION SYSTEM]NSTALLATIOn&INSPECTION REQUIRED FOR TYPE I ON EXHAUST GODS&GREASE DUCTS.S[.2DD4 B.FUEL FOR EQU[PMENt SHALL 0E I I I I eN FWICN B FAH i£ INTERLOCKED WITH FIRE SYSTEM TO SMUT DOWN EQUIPMENT. I I I I SCHM F O * F BLOWERS MUST BE A FROM AIR CONDITIONERS EVAPORATIVE ! CEILING DR/� IRECTO B OQ 133 N. Main Street COOLERS&PROPERTY LIMES UM OF IO FT. MAKE-UP �eT IN SPECIFM RAS vO DISTANCE OF BOTTOM OF CE1""I TO THE HOOD 11 BE 3INCNES MIII(AIRSPACE]. R c+•.tuFy Lake Elsinore, CA 92530 METAL CEILING FIELD FABRICATED BEEN - Ul 12 ' 13. COLLAR TO SEAL DUCT AT POINT OF PENETRATION OF ' BIND R AND/OR WALLS. i 40 MIN (951) 245-1166 ROOF CURB 14.PERFORMANCE TEST TO VERIFY THE RATE OF AIR FLOW A PROPER OPERATION -- - - 'r 01N.Ar G.L.CAP AND NECESSARY EQUIPMENT I �3 1 - r �) I L�FFr '' ARE ALUM.BASE -FusntnG o�ASSPE DTO In 1998 U.M.C.conrxacroR TO SUPPLY I I i I wFT4w D�FROM REQUIRED TO PERF00.M TESTS. I ) ) I MOOD w Owner/Contact#: IS ALL EQUIPMENT TO BE U.LLISTED OR EQUIPMENT APPROVED TEST LABS(MA OR NSF) I �- I ANGLE IRON OVER 2X CURBS O Kristen` �L pM M. Hertz I. EXHAIISINTERI-OTCIKLINGESWITC MAKE UP AIR TO BE CONNECTED BY AN ELECTRICAL ROOF RAFTERS 3' 1/2"FIBER CANT (951) ?8rJ-�136 ALL EXTERIOR DUCTING TO BE 3INCHES MIN.FROM NON-COMBUSTIBLE EXTERIOR WALLS MINA 18.MAKEUP AIR DUCTING SUPPORTED TO THE SIRucruRF EVERY 3FEET. j iG" IRS X l VL t ATTIC l z'x m rlL F snEATxING- N �Sru°s Roo ROD 112'+I-AL THREAD O rcV �fO T-BAR CEILING O 2 l i 5/BOTTYPE X TOM°NOTE: ATTACHMENT 3 PER HOOD MFGIR cYPeon AT `r' MECHANICAL EXHAUST VENTILATION SYSTEM PLAN CHECK DATA ATTIC IAA NON-CA�UATIHLE— DUCT SNAi(TYP) O W`; rc 1.DUCTS EXPOSED TO WEATHER SHALL / ALIC W/MYLAR V y 5/B TYPE X GYP BOARD PER 1. SUBMIT THREE(3)C SETS OF FRONT AND SIDE ELEVATIONS FOR EACH SYSTEM WITH EXHAUST AND BE PROTECTED AGAINST CORROSION MAKE-UP AIRDUCT I O u T DETAILS (G.I.ACCEPTED) _ 5EC]S1,CH] 7t AA2 FIRE GUARD F_� 01\\`\ "°>P 2 SO MIT A SEPARATE DATA SHEET FOR EACH HOOD WITHIN THE ESTABLISHMENT.IDENTIFY EACH °R nl IO F 9A SKIRT CLEAR o ` ✓ mm -s ' HOODS Axo NtTCHEN VENTIIATtOn. HWR CEILING IN BAKING IA4 MAX PER A0q.4\9F MI A' TYP O" N 3 2.FIRE RATED SHAFTS FOR MAKE UP H AIR IS NOT REQUIRED IF IT IS NOT 3 Q"HU MEHIS,REER IO THE UNIFORM COMMERCIAL CO. 'c°MneaclAL o CUR[ �U RFACEITH MYLAR COATED I MIN 2"%A"tP 24"OC.STUD WALL O l O c o <ovE BASE SOLID FLA TYP AssenBLY w1TR 111"TYPE X3. CONNECTED TO A HOOD. CLEAR, vIT BOTH SIDES,FULL xEGHT V v\J O z „ MOOD(CHECK APPLICABLE CATEGORIES) FLASH ALL-AROUND AND FIRE CAULK AT ROOF SHEATHING. C O t7 N j CONSTRUCTION RATED SHAFT DUCTS TO CLIG(TYP) CONSTRUCTION IS TO USE"THERMAL FILTER ° CERAMICS"FIRE MASTER DUCT TAPE TYPE 1 TYPE z x � -------- ----�- -- �Nror. N z ON ENTIRE ASSEMBLY TO CONFORM CANOPY_A COMPENSATING NOM-CANOPY -2 X 8 1 OD (FIRE MTED SH OR MAKE ql-DENIM HCO --a17 AEASE TRAY "' o TO STATE FIRE MARSHALL LISTING OPT.I.1•x 6 �.F AIR Is x REQUIRED IF I, C I o o z NO.2440-1361:100 U.L.LISTED GREASE EXTRACTOR _ GURB.ANCHOR TO NOT CONNECTED TO A HOOD iB EJE R 9NT'�a (U/71 PiEC I 2 LAYERS OF 5/B TYPE X GYP 61.6' a r p CUT BACK EX ROOFING �B OTOR• (BOARD AT BOTTOM OF SHAFT SIZE LENGTH 11 FT.X WIDTH FT.(INSIDE DIMENSIONS) m W AApNNpD�E'NNIINE•I/SS�UL,AS REOD.AT s/e^Quwxxv nLF wrtR DISTANCE FROM LIP OF HOOD TO: TOP OF OVEN_12-IN.FWOR_]e_IN. PATCH!EDGES OF OPENING HEATING 07NTRALTOR III Hax.1HFACKER I z NOTES: FORMULA used FOR DETERMINING AIR Flow:Q=-11_x 300 Ac �cA ION �FJV aa�3FF pL,�gH,y��� 31-DT r wrc FOR NEW R OPENING. AND A, TOP�CURHN UP 1 OnrxwcrOR ALTERNATE FORMULA= __ TO HATCH EXIST ROOFING 9/AF R- TO BACKFILL OPENINGS WITH HOT PITCH AFTER ALL SERVICES AND p�BER p� FI N e REFRIGERATION Llxes HAVE eEnTnsrwueo AND TESTED- TOTAL ecn_ 3300 WOOD UN'T UDv I 4 MIN T A{'r,l t }s' o n 2. THE EQUIPMENT DATA IS FOR REFERENCE ONLY THE EQUIPMENT MANUFACTURER PRO TOE SIX(G)INCH OVERHANG BEYOND COOKING EQUIPMENT ON ALL OPEN SIDES, � f'lG PUSEB EUSES '<'Ujj �( SHALL INSPECT SITE.AND VERIFY ALL CONDITIONS AND TRADES. L C Oc N �U v NOTE-NO EXPOSED HORIZONTAL PIPING WITHIN THE HOOD CANOPr I (ml nYPJ 0 3. THESE DRAWINGS ARE ONLY SUPPLIED AS A GUIDE AND DO NOT ADDRESS ALL m THE SITE AND CONSTRUCTION CONDITIONS. EXHAUST DUCT /POI - - E m i IF NEW P EQUIPMENT ISVISIBLE FROM THESTREET,PROVIDE SCREENING DHCTS..E —I."X 18" EX.(' RAFTER) miN IX.TRUSS'JOIST I1el°Dy 3` q ` w�N 4 PER CITY PLANNING AND BUILDING DEPT.REQUIREMENTS TRU JOIST - - - - - H I f SQUARE FEET OF DUCT AM- 2.25 AND SUE. Illy I N .i S. ELECTRICAL INTERLOCK TO THE EXHAUST FAN UNITS SERVING THE EXHAUST HO­ NUMBER OF DUCTS:__I_(1)OUTLET PER 12 FEET OR FRACTIONTHEREOF The rssu. "C Q �Uhec�g�'fb p NON COMBUSTIOLE oc RAFTER _B dl y a y� A AND REFRIGERATIONGERATIONR TO KPILL OPENINGS WITH HOT PITCH AFTER USES HAVE BEEN INSTALLED AND TESTED,L SERVICES EXHAUST GREASE FILTERS°RUCT VELOCITY EXTRACTORS: 14.56 FPM(CFM DIVIDED BY SQ.FT.OF OUR) 8q8 MyuR - AND TRUSSL. , STAR I� ���I Off° /r/OVe en.1$, nd Nl nOtP F D 4/�/O R.1 m� 3 ]. THEABOVEDATA IS FOR REFERENCES ONLY.THE EQUIPMENT MANUFACTURER BDIhOIII[yy_IO If HnCe_ �CVIO(y(IOn OGC �l:..rSHALLIN �r f tj O PRIOR TO FABRICATIONOR INECT SITE AND lFY ALL STALLATOnD[TIOnS AND TRADES AND APPROVE RATING-N/A-CFM 19F H U CORES ShBII 1v2Id°f cancel IheI PFe$ ( ARE ONLY SUPPLIED AS A GUIDE AHD DOES NOT ADDRESS DIMENSIONS 1N.X 1N. fDYI ° O° ,ChgMV& o N S. RTIE= aSs Ic O.C.Dc ns I suc ALL TNUSITE AND CONSTRUCTION GUIDELINES FUNCTtonAL SURFACE AREA PER FILTER 2-c/8'TEPL'X' B01H SIDES KITCHEN HOOD h 0 F nuMeEROFFILIERS .11"" FAR 2K48TUOFWLL WIWI I G DIAGRsCM EXHAUST QD o '°BE u5 Ducr rD GTP 6,15 2w•a4 Dc HOOD o ju i� 6Po'GIP T PE Fyr NONEYNl L GGWfR01 a LLRtlB MAKE-UP AIR 3 B01H SIDES SET AT s D£SREED DETAIL �3 00 24'aG ELECTRICAL INTERLOCKING SWITCH WITH EXHAUST_X NECNANICAL DUCT CURB GREASE UNITS 900DBE ELECTRIC ID MAKE-UP AIR _ I" 10'-O 0 G�-2 0 i BUILDING DLPT.REV. 4/I3/0' R1 A LLJ t N W Z Z_ o U C Z w,� o p ®U r Z Po m �-- i z o L 4 Q N wo rn N zQ i W n 'p N N aT � y a o o�q rn� ao c coo rc iu w� �a o� 1. THE PLUMBING SYSTEM DESIGN,AND INSTALLATION OF MATERIALS 10. ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL o� SHALL CONFORM TO THE 2004 EDITION OF THE CALIFORNIA DEVICES RESTRICTING THE FLOW TO 0.5 CPM.FAUCET TEMPERATURES IDS ALSO PLUMBING CODE,(IAPMO)AND LOCAL CODES AND AUTHORITIES LIMITED TO NO MORE THAN 110 DEGREES FAHRENHEIT. om9, HAVING JURISDICTION. W w 11. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, wo 2. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE VENT AND WATER CONNECTIONS AT EACH PLUMBING FIXTURE. Q o0 oUSE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES Z - PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM. 12. ALL HOT WATER PIPING TO BE INSTALLED AS PER CLE REQUIREMENTS. 3. ALL PLUMBING FIXTURE LOCATIONS(WATER CLOSETS,LAVATORIES, 13. TEST SYSTEM(S)IN ACCORDANCE WITH REQUIREMENT OF GOVERNING AGENCIES. Z ` rc ETC.)ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 14. PTRV:TERMINATE PIPING OUTSIDE BUILDING AT APPROVED LOCATIONS. �f o 4. ALL CLEANOUTS TO BE ACCESSIBLE AND LOCATED AS PER CODE PIPE SIZE INSULATION THICKNESS INSULATION VALUE NQ REQUIREMENTS. 1/2"-1" 1" R=4.8 .. LL 1 1/4"-4" 1 1/2" R=4.8 5. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL io BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER 15. WATER HEATER ROOM VENTILATION FOR COMBUSTION AIR SHALL BE PROVIDED BY o PRIOR TO INSTALLATION. LOUVERED OPENINGS INTO ROOM,MIN.SIZE 700 SQ.IN.(PER CPC).FOR EXHAUST p VENTING:PROVIDE EXHAUST VENT DUCT,MIN:SIZE SAME AS EQUIPMENT 6. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY CONNECTION.DOUBLE WALL CONSTRUCTION FABRICATED AND INSTALLED,IN ---- '` REQUIREMENTS,CONTRACTOR TO COMPLY WITH SAFETY ACCORDANCE WITH CPC,SHALL TERMINATE ABOVE ROOM A MIN.OF 3 FEET ABOVEw REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING OR 10 FT.AWAY FROM FRESH AIR INTAKES. _ JURISDICTION. aj 16. PACKAGED WATER HEATER UNIT TO BE INSTALLED,SHALL BE BOLTED DOWN TO a °N 7. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. -0 d rco FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS.SUBMITTAL 0 OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. 17. ALL HOSE BIBS SHALL HAVE ANTI-SIPHON DEVICES. O �m S. WATER TRAP PRIMERS TO FLOOR DRAINS AND FLOOR SINKS AND 18. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL CONDENSATE DRAINS �O WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2004 CPC FOR ALL COOLING COILS AND SIMILAR WATER-SUPPLIED EQUIPMENT.ALL DRAINS _ 9 AND LATEST EDITION OF THE PLUMBING DRAINAGE INSTITUTE( PDI) SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR O0 SIZING AND INSTALLATION REQUIREMENTS. APPROVED DISPOSAL AREA. Q �o O z �N J ° 9. ALL SERVICE WATER HEATING EQUIPMENT SHALL BE IN COMPLIANCE , WITH CALIFORNIA ENERGY COMMISSION(CEC)REQUIREMENTS AND �o BE LABELED. a 'mo SHEET o Pi 793 p.1 1-07 °w S( 9 � PLUMBINGY, NOTES 11,, ` ""t?? y1oo WE 1 N 3 aPProva�ter. "r r'" Dote�4/12/OQ The -�'Ir yncihfi en m � Permit o, "..-,oe an s shallt note ''UbbbQ'deBa�R1 codes..r ordinance. viol co authonly to v atim,o N. c°des shall beivoalid or°n el the pro ons aj give 90 a auch o= d° o� 0 0 a i i o o; Xiv i n X 105'060 DEFT.ReJ. Q 55P/OIN6 DEFT.RB. I Z\ V Z o Z a W v � Z ®� En Q o 14 15 p t0 a, - ---- - --------- ----------------------- -------------- ----------�-- � ® 42 ffi � �o LL W W VG �.. ~*l'o City e6 � a° - 13} a 6 12 ~► rrw z ii r 16 $anitary Sewer{in^ 16 A17 Grease waste?li"1 �a - �FFi F 6 3 j a S I 16 1 Z p (L PLUMBING � � Fo sx a_ r a•u3nu ��- CHECKLIST: FRtiS tNi�T CRAKE mth 3&' A i#tT:_$KiP g*J[trACC$,! V$pSU",C T'�Ar: g rE.mf FA`vt ttl Are£M"V t h�O>nr"P AVPiE{Stir1?5UWACf GI'iA:rs iq A"MO TRM ': KNn,4C AUR G)i£R MUST F3€.:Av.7A`.F+7 _ 1 [?temp Senk NA7ARp i �. * ._ - r 2 wa Floor Sink _ s - ..' .".„^_ -.r-e.�+�-'^"'; `{ I�,.renm `�^_^,.s — (5--- Tee Machine ggY r�' •'t: „eA V '4 �1d�Sit3�9 ���ti 1 1/8-+t+p.E I5CNF Li 22'iaw 4 Hand Sinkd,>r � Cit c't vtit �a< bLYtpa',�i ��b^4p � Af �ty �P � „. ErTtLEHF 1 i�"U.skS 5 Compartment Sink §ERE�ICE Pi4 x LO �"Pp 3 _ LAP Q :'1—r _ +F- : DOMESTIC . .I �\ 4 - 6 Floor Senk I,"K<�11<f WATER WASTE SCHEMATIC i.5 i 4 1.Ck A. Sf A: 6 0 A NiA{$y5l a ;YS pct.xrmas,CSsJ: rbR FftEt AS':Aerro .::-: 7 Hand Sink S:'iN11ARt -L xg .' WASii, s n_A-=CNN to 8 Floor Sink ! O l 't SANIiARY '` ij $ i VENT = .�, fl Fruit and Veg Prep Sink x O SEC11Nt A-A tN01RFcT 1tt Bathroom Sinks Wa'�3k a� Toilets C.q'xr�R NSAt't x Grease Waste line o off' — ._ .....�............._..... .. TTT $ I x 12 Hot Water Heater �����—••— ------- ., Nt;tsi x p o { I DkAiY ,: o 2 13 r•�ep sank Sanitary sewer line _ v e' Z k Clean out Y 15 Sample Box ° a; NOTE:A(35 PIPING WILL BE APPROVED FOR SEWER PIPING IF PERMITTED FROM THE CITY m� ' 16 Vent Pipes 1-1/2' Clean Out �i 17 Trap Primer APPoOF�`�a FOIL I, ELAN V@ q Pip 01�F, pia ' 31--m e gy�i °tl k� i hesr - D it CAVNi a ,ppl,. eh S Ml.5W14rACE WkTEit 9FaL 4RA19 ALMA rVNDM Tar SA.PtE 84F hereb 5 $ approv �6 2 iq 4P A Ct urPM1?°aGKhK55 wci ii Pfr9�++�AFx^„pA7T1;Qh�lJ 5ANP4Y t� 00a AtA i =Gty y9 npe brtlWAnegElin l .1 WSWtA`"N C BE W MtD aANCE M x A0t torn PtukQING CODES antln9 of Checked by � a N!.><L'r a s<',.vNGTi xerN Are,txtC�G4Pr„'2..5£1zAceAS„4,qff Cs.Amn�x aeS shall Pe 14 a tr.�sauwt VMAe K PWRLO.ut}rvcC+*w�C✓.tev »� i.i;nrAF Fun wAt2 - .9 " nY violatio of b ;�®A§S 'IL/P� BB �. No of rue 1 dj - = cancelrmi prey nf.RIPtitvl �!-lizi �€the Prove - I 'u$ x um c SAN OIL SEPARATOR $iS go AND SAMPLE`SOX 1 g a� sheet Nnrr,her sOf F-2 heels Revisions: WILDING DEFT.REV. 4%1`0"l RJ 0 5/T Il DEPT.Rz. OL o v) 8 � - U W vrn LaQ c o 6 -? i o W _ N o 04 io 1 1/4" o N g CiH/ rn N § 0 9 iil t�ei W N� p o < « rcgx 2tl © F'IW /,�L tr I cl l t V78 3W $1 2 3/4. 3/4" HW cw cw 7 41 fN 256 ccww cw JZ ao Ms �u-ne�aNLL� °3 Z � �N - H 9g -- EL 3� F tUMBING ITEM CHECKLIST: GAS-&\� PIPING SCHEDU�.E WATER SCHEMATI _ I shut ff v:3fve• Cold'hut rtif valve 24 ihater metre fru tt7;t `i- v` HW t3ump ok t 'd- ,i: .tN e- [� ge3 QS 4�f` @@ u, },� Nand sink �� E ad g3 CSC 7v` xti y" f a� ( �} Cald shut (flat' _____�� 25 .,. \.;;,1 1-0 c shut alvr r mefPr .V 4V `� P G -0 ' g � Uu n Sink � � .0 Lf br' O 0ti G- P' �� r19 p- N n 1 �lnk C. G � kA- G /''� L p mesa Flachinc 2G Hiri W.�tv''3`h�eter 0 F�VN 1 I S5 Gold 6huEaft valve L0'RTER R� Q ��!/ fold shut off valve p .:,I [ x p �p TijrlrE Hat Shut off valve o C t!^�1 I ht,t Mayo 27 Mop ink Srr YliA Ctf rw• ' % € n"� CUTA shut offvalve a_g is AS rL .,i o s m% Call�uL�a valve oft val Veer^:.able sink Cald iYut Off valve . �S M11up sink 4.ANS 1.41t .•,�" I O C t 5 1 t7 Not shut ott valve Ht t,3a ut off valve Vec etuhlc�sink t�tia �_ J 79 f av ahu;aff valve iva7 h'Ef �� a � � ([Chit#W lter L...ttC Nemd sink hne Warne ( c o Cold shut Olt valve o Liold slauf off valve 18 7aliet a0 Line to next doer CW Lsprcessa Machine �,.7 Cold shut offi valves a` 1M1'ater softener cartridge �� 1 Gal shut oft valve lit5 f)f h s ..�......e,.,_em__ Bathroom sink Wafter Hem or DRR[ qq i_�l .ilE ti K Cold Water tine Water filters 2fl Nat shut off naive 32 Trap primer rp i D./! P c"_z ie9ufatar Bt ithroom sn,k s.. 33 Trap primer r, r V E Z A {$l iq N1,",.Shun Wt valve 2i Nat shut off valve Trap CJTE:AHS PIPING WIt�L 6E AI�P[2 fJVEA FQR SEWER PIPINCv�IF PEFif«1STTED tRQP7 TkiE CiT SC0:7 f .t n.ili IS.tr ' r93 Bathroom sink _ 8V he a Nat shut Ott valve 3 " t t 22 Cnid shut aff valve 'PPI a b 4 Gas line � / Hathroom sink veral i2 "a4c4 shut off valve appo 1) t r um.e e dher — a 23 dark p'f—preventor '�i iPL c u .�n bu iUin rs The issu.an 01ty agenae `Ijrd'i�rP9gdln�j Irxterior �. z*r w� 11 notpb 'ut baseSq, �,�"{I YYY 2306 tf n rthel Pre pit "�/j�g�/o� R r�@tl to iv Prov ao �o 3000 s sheer Namber F-5 sOf sheets Hev SU LDI Q 43/O;6 DEPT.RRJ PLUMBING ISOMETRIC-DWV/GREASE LINE - N.T.S. SYSTEM TABLE - DWV 2„VTR DRAINAGE,WASTE AND VENT SYSTEM SIZING,2001 GPG,CHAPTER 1-10 Q 3'cD.Tb. MATERIALS CONTRACTOR TO VERIFY EXACT PWF05M 6REA5E BELOW&RADE SCH.40 A35 PIPE AND FITTINGS Q 2^VTR I INTERCEPTOR ABOVE GRADE INTERIOR SGH.40 ABS PIPE AND FITTINGS DEPTH AND LOCATION I vV SAMPLE 13Ox N I FOR POINT-OF-CONNECTION 1E13 WLDINGSEycTt I FIXTURES GOUFtT F.U. rFL. BRAFIGH N o (F�3'WILDING DRAIN I �i WU FLUSH TANK PVc 2 4 5 9' I I N ' LVI LAVATORY 2 1 2 11/2' U w v rn ! 3'GD.T,S. Z o NEW 3'WILDING DRAIN I 2'`ERT U � I BELOW TOTAL DWV DEMAND-SANITARY o+EVRt 10 (E)4'BUILDINS DRAT z o BRANCH a Yi PER w I 2'VTR FOOT NEW 3'GREASE LRE I i� GRADE °i o � SLOPE MIL 1 In"VTR WILDING DRAIN o an w/G LAV i i •Y4�EFOOT / ✓ GREASE INTERGB'TOR FIXTLIRBS z _ F= F/5 FLOOR 51NK-INDIRECT WA5 9 2 & 2'WG.O. FI/S HAND SINK ®® 2 2 4 2'WC.O. Vw � w� i 3• I 3•BRANp{ In'TRAP PRIMA I 3'WLD. M/S MOP SINK ® 1 5 5 2'WG.O. W F'L- BELOW FLOOR PER I / TOTAL DWV DEMAND-GREASE LINE 15 S'6RPAW LIFE = o a z o GPO CAI.b,10 F/s i o"CAL) Q / a v.UG / 1 1/2,VTR TOTAL T.I.DMN FIXTURE UNIT LOAD 25 (E)4'BUILDING MAIN ._ 3•WLD. so TRAP P i Ii-R NTS CLEAN OUT TO GRADE—N IS w 0 s 3' I I 1n•TRAP PRIMER 8 a" I BELOW FLOOR PER _}�( `�"N °� SANITARY SEWER ""Z""� I CPO CH.b,10 ere Mu UU o LL= F/sTO \ GLEM10Nf TO FIND � / rr'ROVco rrc 1 V2'TRAP PRIMER I Y BRANCH -— rrar"rwMe= (cor6wNls+m Cw Sumr +p �a �10W FLOOR PER CPC Ca 6,10 11/21,VTR OYPICAL) a w. a I - 3'BA"G" 'GD.Tb. GREASE LINE 3' I w rxr r•r� o �V/ \F/S I \ nwsnm rwo Nrne.cHAN6e aF rnliEcnoN ro ee MnoE nnN Awnovm LL IV// FlrnNYS. 9Y�V4�D9 FOR HA OF T1E 2'BRANCH Lrte,coo-elNnnINAn oN wre nrm ve�m FaR onocs. 2'I,ANG,{ �a °quo PLUMBING ISOMLIRIC-WATER & FULL GAS - N.T.S. _ 00 SYSTEM TABLE - WATER z °° d 00 In'CW WATER SYSTEM SIZING,2001 CPO,CHAPTER 5,b J 1n•1W MATERIALS 0— I ^/ 1n•HW BELOW GRADE TYPE'L'COFI TUBE ° 0 ABOVE GRADE INTERIOR TYPE'L'COPPER TUBE/FITTINGS • C4AW F.U. TFJJ. BRANCH r^- In'GW // _ 3/4'T E P FIXTURES .o I �In• 3/4'GW EXTERIOR. PTO WGI PiUSH TANK W/c 2 23 S 1n• = s'�` 3/4'OW 3/4'HW M/s J J GPG CR 3,5,b LV I LAVATORY 2 1 2 In' T KSI PRODUCE FINK 2 1 2 1n' NOTE: CONTRACTOR TO K52 s GOFIPARTI�NT s1NK 2 I 2 1/2" =w PROVIDE APPROVED THE HAND SINK W 2 I 2 1/2, > M/S PRODUCE SINK 1 2 2 J v EXPANSION TANK AND 5.O.V. J J AT NIATER HEATER D/S DUMP SINK 1 2 2 In' w W/G LAV I 3/4' m LL N T.I.OW FIXTURE UNIT LOAD 25 Z 4'BUILDING MAINO a L p LAV L w/G 3/ wN WATER HEATER INSTALLATION -TYPICAL 0 as f / 4"fWE tF,raugr,ROOI- HW�/ CONE."KESSURE 314• \,OO m w AND TEN F.RELIEF �'- VALVE 5.O.V. O °p In•GW E M FIXTURE rvF. O z mw �,(d / I SUPPLY YV SD.V. TUlNPION HERA TANK 2001NC C, G06.3 a TANK A5 U z JJIGW / \ MMICAU 1 3i<"C RELIEF LINE SECURE WATER HEATER TO WALL °`^ / K92 I I/4' ^\ VALVE WITH INTERLOCK TO CTT OUTSIDEA MPROVED GALV/5TEEL STRAP HICK J 1 1/4' 1 1/4'MANIFOLD SAFETY /\ \ I I �•�• 3/4' / SWITCH PER OR,GMc LOCATION (2)RETAINER5 REQUIRED o 1 r 5/4. '• 4�,MIN I ,F API-V-r�F v�' o�y�� Vw I GAs S.O.V. sco o s3 ti I M/5 V I i I FLOOR J J 3/4• / � OVI=N 2:1o' 11/4• sv_, a; "CIAT s U �i of 6 i I FUEL GAS WATER HEATER D.A 1 CAS I`� I 120 GFH �uirc e)ll ® 40' WATER HEATER SEISMIC DETAILS 'PProv, , Ppi,r 1, �+builnr�O\/E:N -.�ity agencies Pe n1U �dVos rJ J PerP qv plans shaof ll Pera,,bChecked by J POTABLE WATER 120 GFH ram' SYSTEM TABLE — GAS C�deN as +,;o �o t a 40' °r nce. y n obe c +st td*12/Ol / �POTA�K47M SAS SYSTEM SIZIN6�2001 GPG,CHAPTER 12 - >shall b .Id. can the Pres tl a= .�I,e or e1rmit the PId4i�8OTg O"t-1RJ / WILDING SI1PPl.Y OvN MATERIALS Provisio ao o VV SD.V.AND APPROVED BAc10 LOW FREVETtf10N DEVICE 20 GFH BELOW&RADE P.E.(EXTERIOR ONLY) `o f O 40' FUEL GAS METER ABOVE&RARE INTERIOR SOH.40 GAL./B1Jc 5TEEL PIPE,PITS °o _ 360 GFH • APPLIANCE BN/INPUT GFH DEV.LENGTH BR/JJGH - 0 40' D/O DECK OVEN 120400 120 40' In' az 0 G/O DOUBLE GONVEGTtoN OVEN 120 120 40' 1/2, G/O DoUBLE cONVEGTION OVEN 12OPW 120 "1 In' Q -� 0 a „ TOTAL GOOKI-INE 6A5 DEMAND 960 40' (E,1 4'BUILDINb DRAI shut IV b,, NOTE,ALL C0OKLINE EQUIPMENT MU5T EE(:, g TED TO A MANIFOLD SAFETY VALVE/INTERLOC4C SWITCH 3 0 of Sheets 4%1/OI,6 DEPT.REV. 0 0 v o UJ C N .. JOIST PER PLAN U] m W N __---- - -- 3-I Gd PER ELK U W �m w m z z o a --- --BOUNDARY NAILNG _ z o W DEL TOP PLATE W/48'MIN.LAP z wp c o a 2%4 @ 16'O.C. (D STUD WALL WHERE OCCURS 2X CEIUNG JOIST U p� 2X LEDGER W FW- r` 3: W/3-16 EA STUD 2X4P.T.D.F.BOTTOM PLATE �PA.51T POWER DRIVEN �+ as PIN.I. IN.1 1639 ALL I/2"DRYWALL CEILING 3N O.C.MIN.12'OFF ALL END5 AND SPLICES W526 HGR.U.N.O. !n EDGE NAILING LIE N 5 d� _c.->..: :;.,. -.... ...x.:,._ ....,.,..:c_s.s....e- Wl DRYWALL EACH 51DE 1 ~ EXISTING BALLOON WALL rc� �CONCRI=TE SLAD - 'CONCRETE SLAD _ p rn ao PARALLEL PERPENDICULAR � _< Figure 41. Multiple Studs at Comers we Figure 26-Nmddng.nd eormg or d N M ,Diets / �o NON— 5EAR1 NG AALL NTS [D3 HA�FC7 GE I L I NG A7r HMNT. o� 89 Figure 42. Wall Framing at 0 �� Intersecting Partitions .. V wo [E] ROOF � a� N �O V/ o0 O �a ;O 0 [E] CLG. o Figure 29. Framing Under Non-Bearing Partition 398. FIrOSlopping of Ma$0nrY Walls-ricer `a B A A NEW T-BAR CLG. < STUD NEW GLG. J5T. =+ PLATE ° 0- U �O o wgY w O w'fo Ito O , o NEW 2X 5TUD NEW 2X 5TUD o �0 m mw WALL TO 15 GLG. NEA 2X 5TUD -- WALL TO 10' H. o to a O z ax HALL TO S' H. GIR O ro & _ � ow O R NON-GOM&JSTIBLE >o SALES AREA NEW NEW RE5TROOM KITCHEN AREA Figure 30. Attachment of Non-Bearing Partition to Calling Framing PIRESTOP M KEHKOOM 39b. Firestopping of Masonry Walls-Ceiling 0 p 1-9) Ow FOR "PPRC)VI D _ S DCIA S.INC. > R. JOIST -_ Dq F. eWEJ for ad) a r f -- JOIST 1 uirc a bull AUr�nce lt�p�h � o nn the able Citya build', Pe q ""„igy a- E L NAILER ill „e alnns'shall�o l erroi b ���Wio/Oi °o n 8 'a Ice- violation c Co' l �1a e No Per I the aN N aut Y` be e 3 SINGLE STUD thep o aot give op - b all or Dance, mit Peso PPncabs 3 TOP SUC on 5 E CT I O N A-A PLATE w NON' COMBUSTIBLE 0 a snEE•r rv��rro�•: 3 o` Of Sheets 0 BUILDING DEPT.REV. 4/13/01 RJ vvv v-vvv v Q � ) Z n EM NIN �\ W �047'-7 1 Ll W °i m 1 1/2' 48" MIN Z Z cLR. LLI A Z EQ. EQ. A.1 1/4'TO 1 1/2-DI. STEEL GRAB BAR Z 0 CL MOUNTED O 33'A.F.F. Z. Q ncsrnaou 0 t--: F <o El Lo IL ZOR MOUNTED SELF-ADHESIVE W ~ o CENTER VINYL SYMBOL OF SYMBOLS PATTERN TO o N 1 o CONTRAST W/ / -n Q �e SYMBOLS DOOR NOTE: DOOR. TYP. WATER CLOSET CONTIMS MAx i� 54' T.S. A GRAB BARS(INCLUDING CONNECTORS, FASTENERS,S)PPORT, SHALL BE OPERAJILE W/ONE"AND.&SHALL NOT BACKING,ETC.) SHALL BE DESIGNED TO SUPPORT A 250 POUND REOUIRE TIGHT GRASPING, LLJ LOAD APPLIED TO ANY PORTION. PINCHING OR TWISTING OF in r B. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FIRING& THE WRIST,CONTROLS TO BE MOUNTED O WIDE SIDE 64.. 0 0�0 OF TOR.ET NO MORE THAN m 12' p N 44'AFF.THE FORCE MA7t I °o REO'D TO ACTIVATE SHALL BE LESS THAN 5 LBS. on a *OWNER TO PROVIDE AND INSTALL- °a ;o rc> SIGNAGE ND SALE 7 GRAB BAR DETAIL NS 4 WATER CLOSET DETAILS NS 1 o 14' °�o MIN. NOTE: U� URINAL CONTROLS SHALL BE OPERABLE W/ ONE HAND.&SHALL NOT REQUIRE TIGHT GRASPING, - MIN. PINCHING OR TWISTING OF °o THE WRIST.CONTROLS TO . DE MOUNTED O WIDE SIDE a OF URINAL NO HE MORE THAN 44' � THE FORCE rc w REO'D TO TO ACTIVATE SHALL —I V -f r' BE LESS THAN S LBS. X DOM °a \ � MIN. ALUMINIDA SILL 705145'REQUIRED NOTE: CLEAR FLOOR SPACE FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE I 'o N w WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING ` 2 OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTNATE ' CONTROLS SHALL NOT BE GREATER THAN 5 LBS. LEVER-OPERATED, MAX DINIENSIONN a� PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE I EDILAL lD THE < " EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE EXTENT OF uTME o0 d �-p ALLOWED IF THE VALVE REMAINS OPEN FOR AT LEAST 10 SECONDS. a O WRAP HOT WATER AND WASTE LINE WITH INSULATION o v T 0 zo- rn m SILL @ EXT. DOOR 3' = ,'-Q' 8 LAVATORY DETAILS NS 5 URINAL CLEARANCES BALE 2 =f ow 1/4'THIL SYMBOL CENTERED ON DOOR O BO'ABO'JE FINISH FLOOR.cCJlt/>AP{+1i(�L - ° AND TO LIE DISTINCTLY DIFfFFENT ww a CONTRAST.DOOR IN.COLOR AND T de l:qS$I ASSGCh 1"-, ES 1� CA��F ao DRYER � �,I 12' r'Plic _. e�ATE 999 '_ I cu _ ,n o� u .r ane a 93riwn ar m m ,heCity aUNd,ng F r oriZa I i J p o genoie,. aPP�ov�( ;`.'e Plans�n9 of a Perris DaPie'If�g2% a° htion of the nslr T n �WOME Oe$ �ohall mifof be �SedlyTr�7 IRJN MEN beiv," ncei the provis' s of uch o of NOTE NOT ALL FIXTURES OCCUR. SEE PUNS,MOUNTING o HEIGHT SHOWN IS ONLY FOR FDftURES THAT OCCUR ON PLAN. MOUNT H/C SYMBOL SIGN AND IDENTIFICATION SON AT EACH t F RESTROOM ENTRANCE AS SHOWN ON IDEVADON. 2 0 NANDICiAP SIGNAGE 10 BE FABRICATED OF METAL WITH ENAMEL PAINT FINISH SECURELY MOUNTED TO WALL AT RESIROOM.CAW(AS NECESSARY TO FINISH TO WAIL 00 1/4 1'-0 a -�I uT E kDll) TING Ns (� opt SI GNAGE �,,•�I - b �s n— I or sheds m� A, _D. Q410MG DEPT.%3 RV. _ 12" Q 1.SIGN SHALL BE REFl.ECTORIZED,CONSTR'D OF PORCELALN ON STEEL. 3 4' 'v ALL LETTMS AND W THICK CONCRETE 2 SHALL BACKGROUND E ND S AND SYMBOLS11 WALK SLAG. 3/4" RADIUS AT EDGE. BACKGROUND SHALL BE � a� WALK SLAB. OWE EQUAL TO COLOR u 0 15090 FEDERAL STANDARD W N I co 595b. Lj w v 0' 6 X 6/10-10 W.W.M. CONCRETE CURB - ••1 4•.• Z - Z_ o 1/2"WIDE BORDER - U ° Z o 0 ASPHALT PAVING W 2-5/16'1 o CARRIAGE BOLTS p ®U rc s < GROOVED SECTION @ RAMP Wa PENNED THREADS PER Z 3 o a • LINE OF FINISH rn Q - r — _ I IIII GRADE 3/4^R u, W $o II 6'-0" 4'-0•MIN. III— 3/4' 1/4'WIDE BORDER W -Q III SEE SITE PLAN 3/4 V N W F SIGN TO BE MOUNTED 80" tsEnoNovED a%a ACCE S{BLE FlFROMBOTTOM of SIGN TOu c o 0 PARKING SPACE FINISH GRADE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 2 cl w9 6- 8.33% MAX .3 4 (SEE DETAIL 7) IS REQUIRED TO IDENTIFY ACCESSIBLE FACILITIES. Q THE SYMBOL IS A WHITE FIGURE ON A BLUE 2'¢GALV.STL STD.GA. BACKGROUND.(COLOR No. 15090 FEDERAL N g :.3 - FENCE POST,SECU^ED IN STANDARDS 595 b) O. t - CONC.FOOTING 1 ' ' _ g£ RAMP SECTION DISABLE ACCESSIBLE INTERNATIONAL ACCESSIBILITY CURB DETAIL SIGN USED AT PASSENGER LOADING ZONES. SYMBOL CLO:ADI:NG NGER LETTERING LAYOUT AND SIZE SHALL COMPLY o F ZONE WITH AB��DNSHOWN EAIL IS/ADA-1. o PASSENGER LOADING ZONE SIGN w; €o CONCRETE WALK NO SCALE 10 D.A. RAMP SECTION NO SCALE 7 ADA SIGNAGE NO SCALE 4 ADA SIGNAGE NO SCALE 1 �Q CONCRETE WALK SLAB. 4'-O' tDISABIE ACIBLE STALL CURB RAMP REQUIRED WEN WALK IS a S. 9" AT dE,>Aotr LEVEL THAN PARKING ELEVATION o� 3/4'RADIUS. NOTE;RAMPS ARE NOT AU M M TO ENCROACH 12" REFIECTORIIID SIGN W-[INiBiNAnp�L INTO LOADING/UNLOADING ZONES.PARKING SPACES, it. 1/2"EXPANSION MATERIAL SNBOL OF A /)SHN 10 BE AND V84OXAR TRAFFIC LANES )2 �� �FAT 20'-0'O.C. U.N.O. I PORCBAM ON SIFFL W BEADED TEXT 5 0 OR EWAL - PLAN C4 — o0 ..1111—n 1= _IIII!E�I' 7-1 z• r SYMBOL10"s . ON SIGN A 2_ PROVIDE AT VAN 1 to ° EXPANSION JOINT COP PARKING WERE EOCWRS N `� p °w CONCRETE WAIN SLAB. A.C.PAVING WHERE •,• „ °' N $ ''ER #3 BARS CAP�u POST- SHOP 8 p 1/a" w x t"D TOOLED OCCURS -a as �, _ 1'_0- 3'• WIDE -- ow BWE CONTROL JOINT AT 5'-0" O.C. TOP OF pig 3 2ROMpX+ STRIPING m °d PAVING 36'SO. TYPP.}S -IIIITIIu—uu_u11-111i111' N � � �y � _} PARRIED SYaABCI 0 PARKRIG STALL. B �µ UGHT 8111E(SEE SITE PLAN FOR LOG.) VAN 2•-0'20 D.C. 2 EMB['D POST IN CONTROL JOINT 12" CONIC.FOOONG IN DIA. w 0 PARK G 0 , _ �o NOTE: ALL EXISTING SIGNAGE WERE THE WORD"HANDICAP'IS SHOWN s- TYPICAL DETAILS SHALL BE REPLACED WITH THE WORDS"DISABLE PERSONS' (5-0" - MIN. c �u SECTION DISABLE ACCESSIBLE PARKING STALL MAN' ®VAN IN"WHINERS ` ° 0 o NO SCALE CONCRETE WALK 11 WHEEL STOP DETAIL NO SCALE 8 ADA SIGNAGE NO SALE 5 ADA PARKING STALL NO SCALE 2 �w i o NOTE CROSS SLOPE OF LANDING AREA 1]" L DOES NOT EXCEED 2<IN ANY DIRECTION L IF X IS LESS THAN 4e THAN THE SLOPE W��WAY��{ UNAUTHORIZED VEHICLES SO 10 EQUAL EQUAL SIGN: PASSENGER LOADING SEEt r o Fo a o OF THE FANNED OR.33%) SIDE MAY ZONE NO PARKING(WITH I.S.A.) iV ® S ��0 LOC 79 ( BLUE y� °�^ NOT IXCEID 1:12(&331Tj SITE PLAN FOR IDCAlI0N5 a � 8'CURB (SEE DETAIL 6 SM.) a - BACKGROUND a�.0; r,� ' PAINTED BLUE 7MlT l� �� � r.ho i m ow 0 � LINE OF WALL OR iy "�R AS.� NL s PC a LxRoovm BORDER Musr - OTHER DESTRUCTION SIGN TO STATE CLEARLY AS SHONFEItC:. rE. orA�K o BE ON THE LEVEL smFAd +/-) _i IN i HIGH LETIEION'WL EMBLEM k _ o AT THE TOP OF THE RAMP .. �'-0• � 7 BORDER �t w t (SEE DETAIL 10) .. ... � 3'N07E BLUE ci,, 36 O.0 2.Sim TUBE POST �i he ,G cityagenci9 �r Wehd is P. CAP TOP OF Mg- Peirniwa��o, 9'�ntin e D{�Ef�hA�9 p� . S•-• ' _ c '�' SHOP PRIME VE111CLINAVAINORIUD F4 NOT DISPLAYING au horit r� ';' al aysv ohalll olpb �rrf ba 4/12/0"1 a° code of •�,,- ' •• ,. RAMP_ I.BAM� In p aE R• PAHNO ISAID UCM PLATES)FORPY ALIGTOP OF CURB DISMIGUIS"PLACMN Shall be�vali �c Ce�celthe p oevIRJ `o y l"' ,. ! Ows PERSONS such "s +, MAY BE TOAED AWAY I �1 r NOTESn a - f• 1S 10 E 1/Y BEVELED N AT OWI S DIPSI . L-�. 1.ALL LINES(STRIPES)PAINTED BLUE 4VUP PRp E HEAVY TOWED VEHICLES MAY BE ((LL����QQ�� BROOM FINISH • RECIAFRD AT A<.A essi� 2.DISABLE PERSONS SYMBOL PAINTED'WHITE REFLECTORIZED 0. EBBED POST IN MUMIETA POIIIE DEFT. STRIPING ON BLUE BACKGROUND. K 45 1/2"BEVELED UP H, CONC.FOOTING OR CALL ; o 1 20'-0" uN��H-Q�IZ-E L� ( ) � �1'�y� 3.ORIENTATION AND EXTENT OF LINES AS SHOWN ON SITE PLAN. LL INV MN. vE (CL�S DIA. JI I'1L� a PROVIDE NONSKID y1 NQ7!S NOTE VEHICLE STANDING SPACES � 4.EMBLEM MUST OR EMENTO IN STALL SO THAT IT IS VISIBLE BY PERUKE O SLOPl31 PLANES �ISnI�L� AI �i // t 1''rn1 F A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS /4°=I-O 1.FINISH OF CURB RAMP AND ADJACENT GROOVED BORDER MUST BE ON AND ACCESS AISLE MAY NOT EXCEED •OWNER TO PROVIDE CONTRACTOR No � SI<�N YT�` STALL E PARKED IN THE DACE(CENTERED AT ENTRANCE TO a &33%MAX.(1/12) APRONS SHALL BE CONTRASTING TO 2%SLOPE IN ANY DIRECTION STALL RECOMMENDED) --' �}CCE I��C THE LEVEL SUF AT THE T P WITH INFORMATION TO INCLUDE WITH SIGN EWNALENT TO NERVY ADJACENT WALKWAY OF THE RAMP�DETAIL 10) _ BROOM FINISH �T n 1� /� ,,.�,1 Act 21F RAMP SLOPE IS LESS THAN 1.15, I L �,CLAI r F� I �I�11)�IG�' 1 NOTE ALL EXISTING SIGNAGE WERE THE WORD"HANDICAP"Is SHOWN """^-...._.-"^^'•^^ ^" �,.. or eem.nrn usiu •rue mnc-nIQARI m PFRSONS' N01E ALL EX1511N0 SIGNAGE WHERE THE WORD'HANDICAP-IS SHOWN NO Q 3 0 F1e v 13LDIN DEPr.R V. 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