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HomeMy WebLinkAbout31201 AUTO CENTER DRIVE_ 04-00001299 ABBREVIATIONS CODE SUMMARY INDEX OF DRAWINGS UNITS OF MEASUREMENT PROJFLT SUMMARY: A(a:p) ampere(a),area STY .ymmotrlcal GONN connection H.M. hollow metal OT quarry the T TITLE SHEET AIG capacity amps Interrupting capacity U value thermal conductance GO1H5T construction HORIZ horizontal QTH query the base TN:e project consl.t.of the corntructlon of a new car dealership (I d / by total R value) GONT continuous H7R heater QUAL quality located on the corner of Avenue'!and Frariklln. The pro)12, will CIVIL K (eNJ/(PHW! kF) OFT 'Pet HVAG heath ventilating Irwlude 66b20 square feet of building area Including 8,512 oP .. AFF above Plnlah Iloar V volt(a),volume,velocity GRT/GT cathode raj tube g' second floor area.T}is F'roJect la comprlaed of two bulldinga: Crl PRECISE GRADING 6 DRAINAGE PLAN-TITLE SHEET AW6 Am-Icon Wire Gauge VAO volt(e),AC VDC CSMT caesment and an conditioning RD root drain,road Showroom?arts-Service YHsat and Service-East. C-2 PRECISE 6RADIN6 4 DRAINA6E PLAN-DETAILS 4 SECTIONS (ronferroua wire) volt(s),tx G5V resilient sheet floor) HZ hertz REGIRG recirculate n9 APPLICABLE CODES: G-3 F'REGISE GRADING 4 DRAINAGE PLAN BF board foot(feet) ri watt(.) (cushlonsd,vinyl) ID I-Ido diameter R� refer,reference 22001 Uniform 001 Uniform Building aCode G-b EROSIONC,SE AND SINIS DDIRZINA E PLAN PLAN BUR Wilt up roofing TV ITLSL naulatlon REFR reMlgerator 8 BTU Britian thermor unit CT ceramic tile,cooling tower REINF reinforce 2001 uniform Plurrbl Code G-1 HORIZONTAL CONTROL PLAN STUN British thermal units ceramic mosaic the bogie, IP5 Iron pipe alze RL refrigerant liquid, 2001 Unlfam Fl- de 0-8 ONSITE PRIVATE 5E1'✓ER AND WATER PLAN e per hour 15 melds face a P TERMINOLOGY GTB cement vented base KO knockout root drain leader 7�1 lI�hllla�in SFic"u-Itrty e o� ARCHITECTURAL G Value thermal conductance (BTU/(�(SF)(F)per + and RO rough opening, All above mentioned codes to also Include GA.G.2001,Title 24 $ Inch thlcla a at vBL double LIN linear,lineal revar.e ox 1. anerdment. AI.O MA5TER 51TE PLAN AB anchor bolt DG direct current LL INeload water AI.1 PARTIAL 517E PLAN-EAST G Centigrade atinent LOCAL JURISDICTION: u u cubic contlmeter A/G air canditian,air dop LONG longitudinal RST raspiest stair tread AI2 PARTIAL 51TE PLAN-VEST conditioner OF d"In1Ung famkaln, g Building OfPlclal: GI of Lake Elsinore GGM/SEC per centlmeter(a) LW Il�twelght RTS rubber topeet base ng bJ A2.0 MASTER FLOOR PLAN AG aircorr�wear, Douglas Fir Fire O"Wal: per second ter+tak MACH machine RVT resilient vinyl t11e A2.1 FIRST FLOOR PLAN-SHOWROOM/SERVICE VdtITE-UP/PARTS C_ cubic feet,or curb Pace I Ing cement, DI Utilities; It concrete debnlzed water MAR marble 5 elMc,South,anngle,wll A22 SECOND FLOOR PLAN-SHONVROOM/PARTS C.RH cubic feet per hour �= The Gassy a GFM cubic fast per minute DIAD diamet- HAS mmonry !piping),.PrIMd- Water: Elsinore Valley Municipal A23 PARTIAL FLOOR PLAN-SERVICE BUILDING WEST-SERVICE 01V concrete maaorry unit ACOU5 acouatl-1 DIAL diagonal MAX maxlmrm (piping),paint process'S" Sewer: Elsinore Valley Municipal BAYS CPS cycle(.)per"-nd ADJ adj7ust,ad eatable DIP ductile Iron pipe MB main breaker Electric: Southern California Edlson A2.4 PARTIAL FLOOR PLAN-SERVICE BUILDING EAST- WASFf GU FT cubic feet ADMIN adninlatr ion DL dead load MCC motor control center `S25 surfaced,2 aides Telephone V-Izan RACK,DETAILIN6,EMPLOYEE AREAS CU IN cubic Inch(ee) AFP above finished floor DN down MEGH mechanleal 54.5 wrfaced,4 aides A3.0 LARGE SCALE PLANS s GY cubic ord(s) AF6 above finished Bade DS dowrapout 5GB self-covered boee A3.1 STAIR SECTIONS y MEZZ rnezzanne BUILDING AREA A15 air hancillwlcarr�g unit DW6 drawing SGH schedule A4.0 ROOF PLAN-S VIIROOM/SERVICE YVRITE-1/P/PARTS s Db decibel(e) AISG American rnstltuG of MFG mmuf°cGrirg SECT section A4.1 ROOF PLAN-SERVICE BUILDING VC5T DEG degree(.)(angular) Steel Construction E East M1f"R morulactur- Sim aimllar c Building Weet(Including campy per 5033 excaptlon)/ A42 ROOF PLAN-SERVICE BUILDIN6 EAST AL a-1- EJ expanalon jolnt MIN minimum n9 degF degee(e)Fahrenheit ALT alternate,altitude EJG expansion joint cover MIR in SPEC apecRlcation AS.O EXTERIOR ELEVATIONS AMB ambient EL elevation M15G inl-Iloneaue `so square `5,anra-forts A5.1 EXTERIOR ELEVATIONS FT actt AN& angle ELM electric,eloctrlcal ML.D6 m iclin 55 service slnK sanitary B Occupancy 12A21..P. Ground Floor A52 EXTERIOR ELEVATIONS 15'.320 s.f)ANOD anodized HEV elevator newer,atalnless steel A5.3 EXTERIOR ELEVATIONS MT6 mounting A6.1 BUILDING 5ECTION5 ?, GA gage,g9age ANN -lot- Due embodded MRD mounted STC sound tranamla.lon 51 Occupancy 4,211..f. A6.0 BUILDIN&5EGTIONS 6AL gollon(o) ANT antenna EM6 pant prate..'EM6" coefficient Total I1,052e.f. 6AL/SF gollon(s)per square foot APPH qoP'-�inbte EMM expanded metal mesh N STD standard A62 WALL SECTIONS ASPH It MAT natural 5ecad Floor B 5,425..f. g° P � y SURF wriace 0, A6.4 WALL SECTIONS GPH Ilan(.) -hour AS5Y as.embl EMT electrical metallic tubing NEG National Electrical God. STRIIG struct r.I 51 97J81 eel. -a GPM gallan(e)P-minute ATG aca»tl-1 the telling EN✓& engine Total 8•AI2 s.P. A1.0 FIRST FLOOR REFLECTED GRTSEILINS PLAN- .� AUTO automatic EQUIP EQ wall NI nickel pe�yyl A'I.I 1HOY / MVI REF-UPIPA !.FILING PLAN HID head fWX auxlli SV sheet • HP over AVG averageeft SYM I, otrical Total Both Floor 28lJ59..f. HR s) AWG Am-Icon Wire EW each;"tIZI NIG not In carrtract bO °gym PARTIAL. OOM/PART5 �9e EWG electric ,ex cooler � Ph hertz AWI Arrlxicm ExP a �- a PITS not to awls T 4 6 tongue and groove Ti�ee oP Gormtrvctlon, Tye VNon-Rated Al2 PARTIAL REFLECTED CEILING PLAN-SERVICE BUILDING Woodwarklhg HIEST Institute '� '�°Ded Allowable Floor Area: A13 PARTIAL REFLECTED CEILIN6 PLAN-SERVICE BUILDING EX5T oxistng TA tertlpered air,trans(-air IN HHqq Inehosrmrace BAL balance EXT exterior O oxygen TB toold-ol Entire Bullding Method EAST Inch-pounds(force) BD board FGU fan toll unit OC on center,overwrrent TEL telephone Basic Allo bl.Area.8,000..P.(B-Type V-W A8.o DOOR SCHEDULE,NOTES BITUM bit-ir va OD aublde dlanet- TEMP re, a x2 Fre IMclero.16p00 s.f. FD Ilre PI-drain °a t^nP ory A8.1 INTERIOR FINISH SCHEDULE,WALL TYPES K klp(s) BKR break- FDN foundat OF outside fats TERM t. h.1 x2 To-Story Building•52POO Y. A1.0 INTERIOR ELEVATIONS BKT bracket des K value thermal candictNlty PH fire hose,firs hydrant OFGI owner fumlehed, T/W top of wall x2 Tree 51 Separation•64p00..f.Max.Building Area A9.1 INTERIOR ELEVATION5 (ETU/(HW(5F)(F/IW BLD6 Wilding FL rloar,flush,flow Ilse contractor Irotolled TRAM transveree 18246 a.i.b Le»than 64,000 e.f,therefore oK KWH WlowattHnotre ELKS blocking FL6 floor AIO.O SITE DETAILS BM bears,bench manic T'S top of.keel,traffic uosignal, Ba.lc Allowable Area•8p00..1.(5-I-rye V-W Al l.0 ROOF DETAILS 1 FLUOR rice oo f nia PA Pegboard, address I L Ilksr(s),length BOT bottom Ft7M lace W masonry P6 d, button traneltlon struchrs x2 Fine Irytlere•16,000 0 AI2.0 DETAILS W l9 nd(s) BP base plate Pe�°� PJ°h T STAT thermostat x2 Two 5_1Buildhg•92p0O s.f. AI3.0 DETAILS � I BC4T basement FRP fl l-.reinforced PBX private Ward excharge TYR typkal x2 Three 5ldddsseeee anon•64POO S.P.Max.Building Area A14.0 DETAILS I.J. Ir?oar took,linear Ieet9 r�'ePa' n9 Q BUR Wlltwp roof plastic PEi-t8 pre-engineered metal UC undercut,undercounter 'f]98 eel.Is Lese than 64,OD0 s.f,therefore ok _ LIN I[-,lineal F5 far aide,finsh su ed surface building I1H unit hook- STRUCTURAL G Gondnit FT6 look UNO unless noted otherwise Service-Y4st U GB chalk board,catch basin,circuit n9 p � � UTIL utility Q breaker,curb VAC vacuum fxound Floor Pik 21,44'!..f.. MB thousand BTU FAC NmIeM1 5I.1 GENERAL NOTES 4 TYPICAL DETAILS MHz megd�sr FWG Iafxic wall cov-Ing PERM pemnaen[ VAV vQlable air volune Occupy 512 TYPICAL GONkGRETE 4 MASONRY DETAILS min mllllh-tztr CC cooing wll FXTR Ilxture PIV poet indicator valve, VGT vhyl canpoeitlon t11e Total 21,447 s.1. 513 TYPICAL WALL CONSTRICTION DETAILS (n MIN,min mhute(e),mintnum GD cell) diP}ueer, 6A PL Property Ilne,plate, VERT vortral 51.4 TYPICAL WOOD DETAILS m MPH mll-p-hour ��'gags lot II Plastic lanlrxrts VT I Ills Q o candereato train SALV golvmlu(cU P �,P vR'y Tye of C-truction, Tye V Non-Rated 513 TYPICAL WOOD JOIST DETAILS o VTR ant thru roof 91.6 TYPICAL STEEL DETAILS Oz aunts(.) CHAM charm- 6F1 grolrld)cult Ink-n?pt- PLC PPlastic Icmh°te, VWG vkNi all cov-Ing Basic Allowablo Area.5,100 e.f.(H4-Tye V-W 51.T TYPICAL BRACED FRAME DETAILS a m GI cast Iran GI gaNmlzod ran (Ghenretrf dyo) W P4.et,wide IIm9e X2 FFo Intl-s•10200 s.I. 51.6 TYPICAL MOMENT FRAME DETAILS e a GIP cast Iran pipe,cast In 6L glass,gouts line,grade line PLA looker all-Led,width, x2 Build Z 2 PSIS e) -• uare lace SR ode P waste(I I Ing•20,400 a./, 52.1 r OINROOM FIRST FLOOR 4 FOUNDATION PLAN P q P SRD/CND ground PLB6 plunbing k„V with P P n9)•rtye X2 Three 51 a Sep-anon•406000 e.1.Max.Building Area 92.2 SHOWROOM SECOND FLOOR 4 LOW ROOF FR WINkS PLAN W #'a �� GJ canetructlon font, 6WB ggrysun ollboad PNT Paint WG woken closet 21,441..f.Is Les.than 40000 s./,th-•faro ak. 52.3 5FIOV7i00M NISH ROOF FRAMIN6 PLAN m Y control joint GYP PR pair V.D ood 52.4 PARTIAL SERVICE FLOOR 4 FOUNDATION PLAN SOUTH cn M =w R valw thermal-.let- 4�� PREFAB profcLri-itedi yDA wI doni 18246 s./.+ T298 a.f ♦21 -1•�.11.32•.91<I 925 PARTIAL SERVICE FLOOR 4 FOUNDATION PLAN NORTH N 3 (kiFU(SP)fF)/BTl GKT circuit U , 64,000 s.1. 64D00 arts 40p00 th-alone ok GL canter Ilse,clearance H2O Y1O� PRL parallel YP wide(large,wall/n 92b SERVICE LOW ROOF FRAMING PLAN SOUTH 5 second GLS colling,cooling FHB hose bib PROJ Project,projection NO without Service-East 52.1 SERVICE HISH ROOF FRAMINS PLAN NORTH sass c c o g �' square foot,square feet GMP carugaked metal pipe HID hardwood PROP propert, N"P waterprooKing), 59.1 WALL ELEVATIONS c `CMU cancreb masonry unit HDWE hardware PRV praeeure roductg valve oO�TXO°1 6rornd Floor H4 10 -M e.r_ 94.1 WALL SECTIONS y HID hI Inters) dlachar (eloc -U,working y p 542 WALL SEGTONS Q a o Sa IN square Jr.*,(..) gin Intensity 9e pots,wall protection 3 9,156 s.f. 543 WALL SECTIONS < y N. StiIARE equcre(roof)rnxc�U COL -I- rub atr Total 4,624 s.1. � �r 100 SP W drface GOMPR carl.rossblo PTD Palntsd V4'P w b,,=IFwlro fabric 54.4 WALL SECTIONS a CONC, concrete PJG Polyvinyl chlorlde XFMR transformer Tlye of Construction, Tye V NorrRated 55.1 SECTIONS 4 DETAILS COND condition,condenser, PVMT Pavement XFP eVoeod fireproofing S52 SECTIONS 4 DETAILS b�N t: cordoning,condonation PWD plywood YDd Alloobls Floor Area MECHANICAL c�0 r YH ".,dr. Ba.lc AllowablAr0,00E e.1.(B-Tlyo V-W X TS DI XIS woSc Separation•56AOO a.f.Max.Building Area MI OVERALL HV�UILDINS PLAN M2 HVAG PLAN-BUILDIN6 el FIRST FLOOR Basic Allowable Area.5,100 e.1.lNH4-TtPe VHV) HIS HIVAG PLAN-BUILDIN6 el SECOND FLOOR 6T PC X3 Fire SprI kI-s 15SOO s.1. M4 HVAG ROOF PLAN-BUILDING el ) # XI3 Two 91dos separation•22)4W e.1.Max.Building Area M5 HVAG PLAN_BUILDINS#2 PARTAL PLAN'A' 36P eel.. It76T3..r .2Se.46..'11<I M6 HVAG ROOF PLAN BUILDINb s2 PARTIAL PLAN"A' o PARADISE REWORE D IRE R IN th-sH'ars oK MT WAC ROOF ENT -BUILDING e2 PARTIAL PLAN'A' v .. REWIRED FIRE RATINGS, M9 hNAG EQUIPMENT SCHEDULES AND DETAILS o^ ,g MIO HVAG DETAILS 0 ya Occupancy Soparati.- I-Hr oquireclbot� a o LAKE ELSINORE, CALIFORNIA B rad P,� PLUNBING (Table SH3) PI OVERALL PLUMBING BUILOIN6 PLAN z e Exterlor Wall. Non-Rated wh-. P2 PLUMBING PLAN-BUILDIN6 sl FIRST FLOOR ti -a (Section 505,Tcblee 5A 4 6A) Ps PLUMBIN&PLAN-BUILDING e1 SECOND FLOOR N 20'an m-s yard pr ovided P4 PLUMBIN6 ROOF PLAN-BUILDINS sl o m c 2 rated at PS PLUMBING PLAN-BUILDING e2 PARTIAL PLAN'A' m o o Area Separation P6 PLUMBING PLAN-BUILDING e2 PARTIAL PLAN'B' PLUH THE STRUCTURE SHALL BE IN COMPLIANCE WITH APPLICABLE =II Lnprotoc P1 RE9TROOM FIXTURE 1NG PLANS I in Extorbr Walla tad wh-o P8 PJIMBINk6 FIXTURE SCHEDULE AND DETAILS SECTIONS OF THE U.FO. AND CALIFORNIA CODE OF lSoctIon 5052,Table,5Ai 10' an mono yard Provided REGULATIONS, TITLE!I9.NSPEGTIoN FOR COMPLIANCE AND go-minute Rated at ELECTRICAL F 6EmmAL FIRE sAFETY WILL BE REWIRED PRIOR TO Area Soparat EIA 6EfgRAL NOTES, ABBREVIATIONS,SYMBOLS W 'a�'' O WINDOW TYPE F F_XTIN6UISFH�LS �ba>l Frame Non-Rated I!I ELECTIRJGAL SPECIFICATON rI 4FC• ° s • A THE MINIMUM SIZE(2A-IOB,C)MULTIPURPOSE DRY CHEMICAL E2. SITE 24 DOCPLANTATION ERA 917E POWER PLAN TYPE EXTIN&UMHER5 SHALL BE PROVIDED. Floor/cling No.-Rated E2.1 PARTIAL 917E PLAN-EAST LIGHTING PLAN v B. ALL EXTNGUISHER9 BEAR TAG 51-I0WING THE STATE FIRE (Tablo 6A) E22 PARTIAL SITE PLAN-PEST LIGHTIN6 PLAN d in x O DOOR CONSECUTIVE NUMBER MARSHAL SEAL THE TAG SHALL INDICATE THE DATE,MONTH AND E25 POKER 4 L16HTINS PLANS (/) YEAR IN VWICH THE EXTN6U15FER WAS SERVICED. Roof/C0I11g Non-Rated E2.4 ELECTRICAL SINGLE LINE DIAGRAM 2 G. EXTINSUISH®R.9 SHALL BE MOUNTED ON THE WALL SO THAT (Table bAJ E2.5 ELECTRICAL PANEL SCHEDULE ' THE TOP OF T$EXTINSUISHEIR DOES NOT EXCEED 48"FROM E2,6 ELECTRICAL PANEL SCHEDULE �J 5-d FLOOR LEVEL.EXTINGUISHERS LOCATED IN PUBLIC,AREAS SHALL Int-lor Partition Non-mated E21 L16WIN6 CONTROLLER DIA6RAM y O 9 O ROOM CONSECUTIVE NUMBER BE IN A RECIM55 D CABINET MOUNTED 46'To GENTIM of (Tablo 6AU ®A RELAY SSCALI�LILNHTIN6 DETAILS 7 \ CABINET TO FINISHED FLOOR WITH MAXIMUM 4'PRO.EGTON Shafts Onoibur Rated E9.1 FIRST FLOOR 5HOVd400M LISHTINS PLAN D. THE MAXIMUM N FROM THE WALL.TRAVEL DISTANCE TO ANY FIRE EXTIN61115HIER (Table&A) ES2 SECOND FLOOR SHONROOM LI6HrTIN6 PLAN y \ a u SHALL NOT EXCEED 15'FROM ANY LOCATION IN THE BUILDING A;; / B3 SERVICE BUILDING YE5T-SERVICE BAY LI lti6-PLAN '..iY ^N ANY AND SIbM19 SHALL BE POSTED ABOVE ALL EXTINGUISHERS TO EXITING E9.4 SERVICE BUILDING EA4T-SERVICE BAY�;aHTINI "PLAN2 e INDICATES DETAIL NUMBER ALL RATE Y 155 NOT A PART OP THE BUILDING MUST BE E4.0 ELECTRICAL LI6H IN5 DETAILS c A. C. ! INDICATE THEIR LOCATION. SB•ERHTELY ISSUED A PERMIT ANS STRUCTURAL AND Showo &-oundiXn rJ E. FIRE EXTINGUISHERS SIZE AND LOCATION TO BE DETERMINED o Sraund Floor. E4.I FIRST FLOOR c 5HONRM POWER PLAN "' ��u1JESTS CV h SHEET WHERE DETAIL IS DRAWN BUILDING CODE REVIEW MAY BE.SQUIRED As A SATE E42 SECOND FLOOR SHOWROOM POWER PLAN y ••"' .V AND APPROVED BY THE FIRE MARSHALL. REVIEYI B Occuparry(I/100) 12821../.•128 E45 SBRVIGE el11LDIN6 YFST-SERVICE BAY PC�VER PLAN F. PROVIDE I EXTNSUISHEIR PM EACH 5000 S.F. E4.4 SERVICE 13UILDIN6 EAST-51_-RVCE BAY POWER PLAN b FIRE PROTEGTON SYSTEM MAT iR1AL AND EQUIPMENT NECESSARY FOR WORM.SHALL NOT BE 51 Occuparcy(I/• e) 4211..t..14 E45 SHOWROOM ROOF POWER PLAN SECTION A U.L.CENTRAL STATION MONITORED FIRE ALARM SYSTEM 15 PLACED OR STORED ON PUBLIC PROPERTY 50 A9 TO OBSTRUCT Total occwm�. 142 2 FREE AND CONVENIENT APPROACH TO AND USE OF ANY FIRE Roqur.d Yatlte 2 E4b SERVICE 5UILDIN6 WEST-ROOF POWER PLAN rj REQUIRED.PLANS NA)3T SE SUBMITTED TO THE FIRE DEPARTMENT E4.1 SERVICE BUILDING EAST-ROOF PON"ER PLAN SHEET WHERE DETAIL IS DRAWN FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. HYDRANT, FIRE OR POLICE ALARM BOX,UTILITY BOX, CATCH Second Floar E4.0 MECHANICAL EQUIPMENT 5GHFDULE a FIRE SPRINKLER SYSTEM BASIN OR MANHOLE OR 50 TO INTERFERE WITH THE FREE FLOW B Occuponc0AOO) 5,425 s1•54. E3.1 FIRST FLOOR SHOWROOM SI&NAL PAN �C A.A COMPLETE AUTOMATIC FIRE SPRINlKLER SYSTEM FOR THE OF MTER IN STREET OR ALLEY 6UTTER. SI Ocaupatcy(1500)s,061e..f-10 E52 SECOND FLOOR SHIOYROOM SIGNAL PLAN .7 ENTIRE BUILDING,APPROVED BY THE CITY FIRE MARSHAL AND PROTECTION OF PEDESTRIAN 15 REQUIRED DURIN6 Total°cu+pmts ®5 5M-MCE BUILDING YEST-SERVICE BAY 516NAL PLAN INTERIOR ELEVATION IDENTIFICATION B� <6) IS.O., SHALL BE PROVIDED.CONTACT FIRE MARSHAL PRIOR CONSTIRUGTION IN AGGORDANCE WITH U80,GRAFTER 44. E5.4 SERVICE Bl11LDINb EAST-SERVICE�'616NAL PLAN t s'- SHEET WHERE INTERIOR ELEVATION IS DRAWN To DESIGN OF THE SYSTEM POR SPSGIAL GONDITON9.DO NOT SEPARATE PERMITS SHALL BE REQUIRED AND OBTAINED FOR - SEPARATE THE UHDER&RCUND FIRE SPRINKLER SYSTEM DBSIbN LANDSCAPE /J PLUMiBINb,MEGNHANIGAL AND ELEGTiIGAL WORK AS APPLICABLE. 4 y � e FROM 5 BUILDING FIRE a AT IERON SYSTEM DNE S BOTH A SEPARATE PERMIT SHALL BE REQUIRED FOR RETAINING WALLS T TITLE SHEET --I DE516NS SHALL BE SUBMITTED AT ONE TIME IN ONE SET OF NUMBER OF CIRCLE CORRESPONDS IN DRAWSS TO THE MA F5 FIRE MARSHAL.THIS SYSTEM D1SN MUST AND FENCES,TRASH ENCLOSURES,SIGNS,AND STORA&E RACKS LI IRRI6ATON PLAN , OVER 8' AND SHALL BE OBTAINED FROM THE INISPEcnoN L2 IRRIGATION PLAN BE APPROVED BY THE FlRE MARSHAL P LIER TO INSTALLATION. XE TG NUMBER ON NOTE LEGEND B. T'F♦E ACTIVATION OF T$FIRE SPRINKLER 5Y9TT3-I MUST BE rSERVIGE�DIVISION PRIOR TO INSTALLATION. L9 IRRIGATION DETAILS ANNUNCIATED WITH AN AUDIBLE ALARM AND A STROBE LIGHT AT FOUNDATION CERTIFICATION SHALL BE SI&,ED BY SURVEYOR L4 IRRIGATION DETAILS CQ _ A LOCATION THAT 15 STAFFED DURING NORMAL WORKING HOURS. PRIOR TO POURING THE SLAB. L`' PLANTNS PLAN L 3o G. ALL VALVES,INIGLUDINkS UDLTi6ROUND VALVES, 7 GRUNDER DRIVE Lb PLA MMS PLAN LETTER IN OVAL GORRESPON ,5 CONTROLLING THE WATER SUPPLY FOR THE FIRE SPRINKLER ADDRESS`-HE P BE PLAINLY VISIBLE AND L661BLE FROM NU STREET S C L1 PLANTN6 DETAILS c FRGMTN6 THE PROPERTY PER uBG SECTION 502.ADDRESS NI1MBBta Q /� SYSTEM SHALL BE EI..EGTRONIGALLY SUPERVISED. TIP NOTES TO WALL CONSTRUCTION TYPE SHALL BE MINIMUM 24 INCHES IN HEIGHT AND OF GONTRASTINb DOLOR O D IL _ ggg D. Y'IHEN SERVING MORE THAN ICE SPRINKLER HEADS,AUTOMATIC TO THEIR BAGK6ROIIND. 'v'S FI]I IIPFENT ��'+�' "w`�. � W v? SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED • .'`f";• W f- N ( FINISH 6RA.DE AROUND BUILDITkS SHALL SLOPE AWAY FROM BUILDING ___ 116. Li CENTRAL,PROPRIETY OR REMOTE,STATION SERVICE,OR SHALL.BE FOUNDATON A MINIMUM OF 2%FOR THE FIRST 5 FEET. F1,1-1 EQUIPMENT PLAN/(' O U PROVIDED WITH A LOCAL ALARM WHICH WILL 61VE AN AUDIBLE � LL Z c SI&NAL AT A CONSTANTLY ATTENDED LOGATON. SITE Ea-S EQUIPMENT PLAN ti, c O NORT}•+ARROY{,ORIENTAT,Giti TO Tr Z1JE NORTH E. IN ADDITION APPROVAL BY THE ARGHITEGT IS REQUIRED PROVIDE MAXIMUM OCCUPANCY 516N IN CUSTOMER AREA,5HOYlROOM REVISED 3 PARTS BUILDING. FRANKLIN F.xR-4 ELECTRICAL PLAN Z r PRIOR To FABIRIGATON OR INSTALLATION. SUBMIT ,o Ea-5 ELECTRICAL PLAN C:-(� ('' LAKE E�. If�gP€ PRELIM NARY SHOP DRAI"UNIbS OF SYSTEM SHIOWIN6 SPRINKLER ALL PAVEMENT AREAS H T COMPLY WITH SOILS REPORT AND WORK w G-•:I.DING P€�' W VJ / - HEAD LAYOUT,PIPE LOCATIONS,SIZES AND a GRT3 TO THE 19 TO BE CERTIFIED BY THE CIVIL ENGINEER D ~�a o F 7 c 1! �-,_OU'D iNDIGAT=S A ARCHITECT BEFORE COMPLETING FINAL SHOP DRAWINGS. ALSO w J R.• I� JN A' REVISED SEE SPECIFICATIONS.ALL DRANNGr AND FIELD INSTALLATION __ _ > City Of Lake Elsinore v, W .' �� i? SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT. •POSTED I6&N LIVE FOR FILE N GOSTORASE ROOMS OI PAGE IN SHALL BE a Planning Division Approval Q J ` CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FLOW LLJ EL O Approv�B RATE. ALL SPRINKLER LINES TO BE CONGEAL®VNLE5 NOTED ROOM. •9GT : Q W i x �AT(c orrEwuSE. c 1q: 2 O W 7N A.STORED OF STORED AND HAZARDOUS MATERIALS 15 LIMITED TO 12 FEET MILLS ST. o F'�j��f MAXIMUM(6 FEET FOR TIRES AND FLAMMABLE LIQUIDS). o' 0 (` B. A PERMIT FROM THE FIRE DEPARTMENT SHALL BE OBTAINED �2 PRIOR TO THE 5TORASEHANDLIN6 OF HAZARDOUS MATERIALS ONSITE.HAZARDOUS MATERIALS INCLUDE,BUT NOT LIMITED TO THE w w Sheat No. / FOLLOWINS GLASSES,EXPLOSIVES,FLAMMABLE AND C 1HIBUSTIBLE a a a *� LIQUIDS,FLAMMABLE SOLIDS,OXIDIZERS,FLAMMABLE AND I V NON-FLAMMABLE 6ASE9,POISONS,CORROSIVES,HAZARDOUS WASTES,AND OTHER RESULAT D MATERIALS. y FIRE DEPARTMENT NOTES GENERAL NOTES VICINITY MAP C x ,o 4) .� C ��� Q E o C Eazz s �� yU0 C � M 9 GRADING NOTES: GRADING NOTES (CON W M 0D 9 1. ELSINORE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE 25. ICE PLANT AT 12 INCHES ON CENTER.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA � o•C CDSPECI SPECIFICATIONS AND ETHE LATEST EDITION OFDTHE UBC,BCHAPTER 70. AND SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION R OG ROUNDCOVER,R. SHEET 4 N ii SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS I 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET O N j OF LAKE ELSINORE, PRIOR TO ANY OPERATION. ON CENTER; COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET IN C� `a VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY BACKFLOW PREVENTION DEVICES PER UBC, CHAPTER 70. COMPANIES AND USA ALERT(1-800-227-2600) 48 HOURS PRIOR TO GRADING. $ 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE O 0 R SITE LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. GRADING PROJECT. SIN 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND O rol r4J S7ATE9 pR di BY THE CITY ENGINEER. MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END f \ s OF EACH DAYS WORK. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, 0 `�,\ WILL ST. .fir a UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ? N01NE # 7. ILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, a UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY O 0 E9ppE LAX HAVE LESS THAN 90 %RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. OF THE PERMITTEE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL BY THE MODIFIED THREE-LAYER ASTM D-1557-70 TEST METHOD. TIMES E 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING $ �°9 ��31S1p311 SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TO COMPLETION OF GRADING OPERATIONS. - TESTING AGENCY PRIOR TO THE PLACING OF FILL. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE CAI, 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 LLI UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE $ WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Q VICINITY MAP g LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM OF 3 FEET, THEN 1%(MINIMUM) 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL U TO FLOW LINE OF EARTH SWALE. FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY \��, NO SCALE p a DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM co 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE FILL SLOPE IS LESS THAN 10 FEET, AND 2%IF CUT OR FILL IS GREATER THAN PLANS. _r Cl) .� s` 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND I CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER I I LEGEND: ets o° FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. O1 r. D 13. PROVIDE 5-FOOT-WIDE BY 1-FOOT-HIGH BERM OR EQUIVALENT ALONG THE a, TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. 35. APPROXIMATE DATE OF: �_ �, Z z� BEGINNING OPERATION:tbd 1 SYMBOL LLI g 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLED 100-YEAR STORM FLOWS, COMPLETION:tbd =< ALONG THE TOP OF CUT SLOPES. PROJECT BOUNDARY 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION w 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE GREATER THAN 3 INCHES WILL BE PLACED IN FILLS WITHIN ROADBED AREAS PROPOSED STORM DRAIN PERMITTED. OR 3 FEET OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE PROPOSED SLOPES(2:1 MAX) Q ` c s GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND ¢ a A Nam g REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE OBTAIN INSPECTION BEFORE APPROVAL. g SOIL. s 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A APPROVED BY THE BUILDING DEPARTMENT. FINAL REPORTTHE BUILDINGGTION AND ENGNEERIB G DEPARTMENTSA SOILSEER PRIOR TO ISSUANCE OFSHALL BED TO 39. TOPOGRAPHIC INFORMATION SHOWN IS BASED ON A GROUND SURVEY PERFORMED SHEET 3 BUILDING PERMITS. BY MEDOFER ENGINEERING, DATED MAY 1, 2004. - s 40- ALL WwD "AIwIN, 'S 01-f\" f," A6oYPi 9wf%W,10f (,j-Apj55 BENCH MARK: 18. THE GEOTECHNICAL ENGINEERING INVESTIGATION DATED JANUARY 14, 1999 KEY MAP ELEVATION: 1400.873 +� PREPARED BY ACADEMY CONSULTING CORPORATION SHALL BE CONSIDERED / DATE: 1970 • .1 A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. SOILS ENGINEERS CERTIFICATE: NO SCALE RIVERSIDE COUNTY DESIGNATION: 14-70 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND DESCRIPTION: 2.7 MILES AD CANYON ALONG RAILROAD CANYON ROAD FROM THE a TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC z + NORTHEAST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE o 0 ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED S n a0 LEVEL SHALL BE GIVEN. IF AN ELEVATION MATH RESPECT TO ADJACENT ,;E O732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN d o a z o g ) FOR THIS DEVELOPMENT THE 70P OF CONCRETE POST E-14-70. o 3 0 e ROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT a n o w ROUND SHALL BE GIVEN. F 6 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ¢ Z PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING- FRED JALEH, RCE 30527 DATE ° J6. 'S ACADEMY CONSULTING CORPORATION OWNER/DEVELOPER: Z u 'Ai -E 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE 16776 LAKESHORE DRIVE C-233 `V o `o SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING LAKE ELSINORE, CA 92530 PARADISE GROUP cD w o o ci u DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. 909 245-2200 6350 LELAND STREET z VENTURA, CA 93003 0 15909 245-4211 FAX TELEPHONE: (805) 642-0111 �5 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER c3 THAN 1 FOOT. EROSION CONTROL NOTES: LLJ _ ` 23, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT W g A. IN CASE OF EMERGENCY, CALL tbd ( EARTHWORK QUANTITIES:MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL RESPONSIBLE W z SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS PERSON) AT tbd (24-HOUR PHONE NUMBER). rr ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 s ARE REQUIRED TO BE KEYED AND BENCHED. B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION RAW FILL = CY c u CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED RAW CUT = CY 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE PLANS. IMPORT = CY '- x FOLLOWING STAGES: s MICHAEL A. MEDOFER, R.C.E. NO. 47604, EXPIRES ON 12-31-05 A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE a. BACKFILL OF ALLUVIAL, COLLUVIAL, AND TERRACED AREAS AND ANY C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL SUBSTRUCTURES. TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. - NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT NOTIFICATIONS: B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ° PRECOMPACTION, BENCHING, AND FILLING OPERATIONS. TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR az a MEASURES WHEN RAIN IS IMMINENT. AGENCIES FORTY-EIGHT(48) HOURS PRIOR TO STARTING C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER CONSTRUCTION OR EXCAVATION: o MATERIAL. D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. CITY OF LAKE ELSINORE 1-(909)-674-5170 9 D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE GENERAL TELEPHONE 1-(800)-227-2600 tl CONSTRUCTION. IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40X ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-(909)-674-3146 PRIVATE ENGR'S,NOTES TO CONTRACTOR: F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM MR. ART KNOOP a THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE SOUTHERN CALIFORNIA GAS COMPANY(U.S.A.) 1-(800)-227-2600 s OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING IMMEDIATELY REPAIRED. SOUTHERN CALIFORNIA EDISON COMPANY(U.S.A-) 1-(800)-227-2600 x UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP UNDERGROUND SERVICE ALERT(U.S.A.) 1-(800)-227-2600 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR $ NOT SHOWN ON THESE DRAWINGS. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE Q SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVERTHE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. WDID # Of z $ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Meddler Eng ineering I Underground Service Alert REVISIONS APPROVED BY.- DATE QaOFESS/p4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Me ('�ineerin CITY OF LAKE ELSINORE ow Q y� �EV A4fpe�fy LAWS, AND A PERMIT CAN BE ISSUED. 28610 Midsummer one g Inc. PRECISE GRADING AND DRAINAGE PLAN W Call: TOLL FREE wA; y Menifee Califom'Q 92584 PROPOSED AUTO DEALERSHIP 1 W w Q 1-800 Na 47604 909 816-5630 9,09 301-6792 fax AUTO CENTER DRIVE O a > v nl� * DP.12-31-05 * PREPARED BY: SCALE AS SHOWN BENCH MARK: LAKE ELSINORE, CA OF___SHEETS iY O .� 227-2600 C,�,, CD o r°lfOFCA�IF�? SEE§WEE�AMiE I TITLE SHEET FILE No. Z O s!i' TWO WORKING DAYS BEFORE YOU DIG MICHAEL A.MEDOFER DAME DA�. MAY, 2004 W C / Of O RCE 47604 EXP. 12/31/05 PARADISE GROUP w � O W Li w Q W City Of lake FJsiDore planning Division Approval Q Q F-- < W J Q AW ved By: Sheet No. y 41e C_1 1 C x r r` LO co E o 0 CD C- en W S�d n N4 CONT. 00 Q N O5 W N3 BAR O 16"O.C.— 3 \�a =_ml'ai all g IDi w . Np1NEE so=r OfF,R J 470-C-2000 CONCRETE OR 3" 2500 PSI AIR-PLACED w t CONCRETE WITH 1 1/2"X 1 1/2" �1`0 17-GAGE STUCCO NETTING O� /M d-�1S103>! CONCRETE BROW DITCH NO SCALE w a a O a Cl) Cn g Q o 0 ots n crn o oa._ Z �� s {JJ a o n fn 0 —=n 2 2• cn V y «U 3/8' ,�, LIIP 0.15' _ .c o oL.e Cn c 6" Q � o pro G cc g . 2 g CONCRETE RIBBON GUTTER NO SCALE a Q o d p w Z p ��,I 3 N f Z O U ¢ z �j o "�- s a z o F Z m o ~ O O U 19 po Z 5 CD Q S 4J V1 O v) J - g w I— .� a v ss F atl ya $.5 g 8 X $€ Underground Service Alert REVISIONS APPROVED BY. DALE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Medofer Engineering Inc. CITY OF LAKE ELSINORE � 9 VIDFESS/Oh APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE g g PRECISE GRADING AND DRAINAGE PLAN '—' LAWS, AND A PERMIT CAN BE ISSUED. PROPOSED AUTO DEALERSHIP � �.LJ > U aP Eoo�y 28610 Midsummer Lppne �- J Q Menifee California 92584 cOn: TOLL FREE _ 1-800 No.47604 A 909 816-5$30 909 301-6792 fax AUTO CENTER DRIVE OF 6_SHEETS O Qf �- o * EItP.12-31-05 ,k PREPARED BY: SCALE: AS SHOWN BENCH MARK: LAKE ELSINORE, CA If Q ., _. 227-2600 s 2f 0 i iCIVIL �F� T4lFOFCA F��! SEE SHEET N0. 1 DETAILS AND SECTIONS FILE NO. l J w s TWO WORKING DAYS BEFORE YOU DIG NILWAEL A.MEDOFER DATE DATE MAY, 2004 PARADISE GROUP F� Of VICE 47LC 4 EXP. 12/31/05 1� V/1 w z J o I V/ z V) JI w bi U _j LLJ V Y O LIJ a a :DQ 0- J aJ •1 , Sheet o. C-2 C x ,o d C J00rn E�ol C E<Z z yUM MATCHLINE - SEE SHEET NO. 4 w M �'° �" s \ 71.16 FS 70. TC `T 4 72.00TC 9L/ ,� pa .� 4 L .85% 4 4" 0.83X 70. L ZG S z 69.97 TC 1 1 Ok ,n F` O N L 70.80TC �� 65 AE p F Q O) 71.28 TC 2 72.200 TC 2 71.3666 TC 70.30FL 2 / 3 2 A \ �POpS��T � 4 o. Bss ,C� N 6 7 ,+ 196.30 LF 05.95K 68.31 RIM 6 Ate' o y 53.62FL 3 B 6 U rnrn �OQ m� 0 2 G �tiT'�j"1. O 1 2 I 4 2 N ; ti.e E�• �Q /� 1r n a 2 qG p\NEER U� 2 FF = 72.40 Ey y� boy 6ti�yA y=`�oo�' gg 2 \ \ d31S103n �.qOF 2 2 2 66. • LU \ 0.0 s \ a_ �� ro= 71.21 TC 67.50 TC 4 2 V a 1 o 1 0" 2 2 67.00 FS �tip /G ,y6 1 3 I� �_� ti 71.90 TC 1 ^ 66.92 TC V0 66ry0 .50 CAI g 0 0 1 1.4 FL - 2 7% 6.4 L 8 $ 2 ob c� s G Q Z 1L w n ^ I I s � -=M � Z e as I � u vi Y�a way o ^� o D 3 o I 1 1 oI I I > 0oWZ 00 a1No ! I CONSTRUCTION NOTES Q1 TYPE'A-6'CURB&GUTTER PER RIV. CO. STD. NO. 200 70 T O 18' 12' 20' lu, - 30' T O2 6'TYPE'D'CURB PER RIV.CO. STD.N0. 204 a II O3 3'ASPHALT PAVING OVER 6'AGGREGATE BASE ® 4'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 2 d 0 3 65.26 TC OS UNDER SIDEWALK DRAIN PER RIV.CO. STD.NO. 309 ¢ o 2 64.76 FL 68 Z 6 CATCH BASIN NO. 1 (W=7')PER RCFC&WCD STD. DWG.NO. CBIOO 6 Z 5 Z o' 0 LOCAL DEPRESSION NO. 2, CASE'C'PER RCFC&WCD STD. DWG.NO LD201 c c .L % X % X x 1O ® MANHOLE NO. 1 PER RCFC&WCD STD.DWG.NO.MH251 ' 11101001 2 66 - O9 24' PVC PIPE x (52) I 10 4'THICK CONCRETE SIDEWALK PER RIV.CO. STD. NO. 400&401 w o 35 N 3 11 12'DEEP CONCRETE BROW DITCH PER DETAIL ON SHEET 2UJI U .� 4 CL 6 ce a oI V � 1 � 5 62lul 5 + by 2 x a 99 O 54.30 TC F .80 FL 6 c x 54.50 TC 58.29 TC 60.75TC o54.00 _ 1.8% 1 . 9 L 1 1.08 0.25,FL RETAINING WALL 5 FT. HIGH y y Y y $ 11 11 5 43.0 _rL - 4rL 48L H 0 30 60 90 120 z Underground Service Alert REVISIONS APPROVED BY, DATE c0. 4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE Medofer Engineering Inc. CITY OF LAKE ELSINORE O� OFESST° APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE g 9 PRECISE GRADING AND DRAINAGE PLAN a ego A yFO11 LAWS, AND A PERMIT CAN BE ISSUED. 28610 Midsummer LLon 3 �- J a Call: TOLL FREE °^s� Menifee Califom'a 9�5�4 PROPOSED AUTO DEALERSHIP -- D L�J w a Na 47604 A 909 816-5�30 909 301-6792 fax AUTO CENTER DRIVE DF 6_SHEETS O Q' > U -HOO * DIP.12-31-05 * PREPARED BY: SCALE: AS SHOWN BENCH MARK: LAKE ELSINORE,CA Of Q � t 227-2600 Lj • g?; siE OF \F�`' SEE SHEET N0. 1 � Z � � FILE N0. ' TWO WORKING DAYS BEFORE YOU DIG ANCNAEL A.MEDOFER DATE DATE. MAY, 2004 PARADISE GROUP �/l O RCE 17604 EXP. 12/31/03 \J/ W Z s V) V/ J1 ~ W W J W L) LL.I Y O LLJ s Q Q D Q OL J ¢ J .1 8 Sheet No. C-3 i 8 0 s o (D C v � rn J 00 t\ LCcD o C E M EQZO :U O C :2 00 W M w r` E c0 H 4) FO O 04 Q, � / L II � NEE FRANKLIN II�TR ET �a01 E 1 " g SEE STREET IMPROVEMENT PLANS b b FOR CONSTRUCTION INFORMATION II m & 03 'In u1 � \ �31SI03ti O 09ILLI g 68. / 87.00 TC 0 N //'V/ 86. OFS 2 s w 330E / F as.z7rc 85. 7FS 138a 5 U w 3 o o a o \ \ =% •E 4 'o�� Of \ \ a 3g2 CONSTRUCTION NOTES a o � O1 TYPE'A-6' CURB&GUTTER PER RIV. CO. STD. NO. 200 Cr ¢ CL a 2 82 2 2 \� Q2 6" TYPE'D'CURB PER RIV. CO. STD. NO. 204 $ r w 2 \\ \\ $ 1 E� \ Q 3'ASPHALT PAVING OVER 6"AGGREGATE BASE z I 1 \ ® 4'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 2 I 0Z 00 W a F i 90 \\ 50 UNDER SIDEWALK DRAIN PER RIV. CO. STD. NO. 309 \\ ~ Z ` © CATCH BASIN NO. 1 (W=7')PER RCFC&WCD STD.DWG. NO.CB100 W w z I 2 2 > \ O7 LOCAL DEPRESSION NO. 2, CASE 'C'PER RCFC&WCD STD. DWG. NO LD201 a �g 2 Q w I 0 B MANHOLE NO. 1 PER RCFC&WCD STD. DWG. NO. MH251 a `0 0 w0 2 \ �U �U 1� 1 O d oa zo 24"PVC PIPE w a N o 0 7 hCD 4"THICK CONCRETE SIDEWALK PER RIV. CO. STD. NO. 400&401 C g 2 z 30' �\ 2 11 12" DEEP CONCRETE BROW DITCH PER DETAIL ON SHEET 2 t 12' z 18' 20' 1 I Y % Q N 2 2 \� .� FO (D ¢ooUU Yn p 2 s I 2 L) 'w 74 \ o A 00 ootc 2 z 2 2 2 \�? ° 72.61 TO ' 72.11 F 2TC `gJ3 1 70.84 TC 2 72.00 TC \ ' 69.97 TC 1 0.34 0.85% 4 1 0.83% 4 70. 0 1 A G 3 E 69.47 FL 70.80 C 0� 65 $� 4 710.28 TC 2 1.20 TC 2 70.8L- 70. 2 3 65.301E 6 7 ;; 196.30 LF ®5,957 68.31 RIM \\ \ 00 0� �.°fi \.62 FIL 3 �� 2 v mn ^ryb rwORs 4 2�1:: 2 �ti I ...? 2 a MATCHLIN — SEE SHEET NO. 3 Q 0 30 60 90 120 Z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Underground Service Alert REVISIONS APPROVED BY: DATE OFESsIp APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE L.- _ g 44 "T LAWS,AND A PERMIT CAN BE ISSUED. MedOf@I" Engineering Inc. PRECISE GRADING AND DRAINAGE PLAN a � `�"Eoo^: 28610 Midsummer Lane 4 _ W J Call: TOLL FREE g A c Menifee Califom'a 92584 PROPOSED AUTO DEALERSHIP W w` a No.47804 b 909 816-5�30 909 301-6792 fax AUTO CENTER DRIVE oE_6-SHEETS 0 � > U '—800 * EXP.12-31-05 * PREPARED BY: SCALE: AS SHOWN BENCHMARK: LAKE ELSINORE, CA W' Q .� 227-2600 sf cIv1E U Z W �TFOF CAE\f FILE NO. e TWO WORKING DAYS BEFORE YOU DIG MAY, 2004 SEE SHEET NO. 1 PARADISE GROUP W W Z MICNAEL A.MEDOFER DATE DATE: ROE 47604 E%P. 12/Jl/05 3 n - (n J � U) W wU) E W Uw Y 0 Y CL J aJ Sheet No. C-4 x� C x w a 04 00 to r` 4) C E ) a �0C) CO W ,� L o c Eo _ a060 N O QP / �\ EROSION CONTROL NOTES: s* \ A. IN CASE OF EMERGENCY, CALL tbd (RESPONSIBLE A on s 9 �� \ PERSON) AT tbd (24-HOUR PHONE NUMBER). B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION V \ CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED s 1++ 0 40+ PLANS. es 'D1'i MICHAEL A. MEDOFER, R.C.E. NO. 47604, EXPIRES ON 12-31-05 _._. 0 C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL Q` 66 TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. �No1NEER#r r _ NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT M CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF o=Woo s - - - TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL h a MEASURES WHEN RAIN IS IMMINENT. € 8 ° D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT o-p`bj7N / `` THE APPROVAL OF THE CITY ENGINEER. �431SIo3tl -_ 6 E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN o, 66o.75T PROBABILITY FORECAST EXCEEDS 40X W F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM ~ CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE Q PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE V IMMEDIATELY REPAIRED. C G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP CA OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. cn Q M g / H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE c _ SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS o 0 ' CONDITION. Z �o LLI Cn w w o n O +O 72.26 TC Q L Q 5 7 . 1. FS Q ti tV> O W W 72 70.80TC ? 89 71.71 TC I Y 70.30 L L .2 / // Yi 1✓/ ��N 7I.89 TC 71..08 TC 71. TC 1.8 1. 0 5.Yx L 58.29TC _ — / 5.]9 L x x 4 L T 00 IL 3 a FF = 72.4 1 6 Z a z Y o S 1 12% ^. q x ].O�X O 1 w 70.92 7� T F W Co 77­11� Z I \1 n n ^ F g J in 71.46 TC 72.20T I aI S �i 54.50 TC a li I m 4. L �� I 54.30 TC 72.50 TC 71.55 TC' .Ott 70.65TC 70.25 TC 65.26 TC i m 1 �— 0 69.97 TC L 1. L. L 4. c_ ----- �_-- 7I.66TC L s .HI — .-----AVENUE 7 d 0 40 80 120 160 Q Z Underground Service Alert REVISIONS APPROVED BY: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Of oR DATE ROFESS7Oy APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Medofer Engineering Inc. CITY OF LAKE ELSINORE p A EV A.yf 4! LAWS, AND A PERMIT CAN BE ISSUED. -5— LL_ c 28610 Midsummer Lane EROSION AND SEDIMENT CONTROL PLAN J Coll: TOLL FREE „ , �„ , Menifee California 92584 PROPOSED AUTO DEALERSHIP n- J a m 909 816-5 30 909 301-6792 fox D W LL1 .a N..476O4 OF_6_SHEETS r 1-800 E1F.12-M-05 PREPARED BY: AUTO CENTER DRIVE p of > U * * SCALE: AS SHOWN BENCH MARK: �1/ I---I 227-2600 a` sr,T O,V,. o�.� LAKE ELSINORE, CA POF CAVE SEE SHEET NO. I FILE N0. 1CD 1 Q m o> TWO WORKING DAYS BEFORE YOU DIG M1CeAEL A.MEno7ER OATS GATE: MAY, 2004 PARADISE GROUP Z W RCE 4760/ EXP. 12/31/05 O J w � w � Y o L,J 1-- Y s Q Q D Q g J Q Sxp Sheet No. C-6 f. C x ' v a3 J 00 1n N W Cn C EQ� CURB DATA CURB DATA U NO.DELTA OR BRG. ADIUS(tt)L�NGTH(N) REMARKS NO.1 DELTA OR BRG.RADAIS(R)LENGTH(N) REMARKS 1 1 1600 t N892916 E ----- 1&00 6 CURB N45'4T10"E ----- 17.00 6 CURB ■� � v- g 2 90*00 00 5.00 7.85 90,000 3100 4.71 O C Op 3 NOO'30'44"W ----- 1.14 t1 N4412'50'W ----- 15.42 (D G y - ♦ 90'OOOO 3.00 4.71 t 133'42D6 3.00 7.00 V E s N892916 E ----- 15.00 t1 N8929'16 E ----- 52.20 Q N O) g a N00'30'44'W ----- 270.00 t 9000'00' 10.W 15.71 c::) 7 N892916 E ----- 15.00 t NW3044 W ----- 54.94 90'OW aW 4.71 t 1361754 3_W 7.14 s NOO' O& - _ 17.10 I N89'29'I6"E - _ W47.03 G to 61522 1692.08 184.76 t 712YD6 3.00 a74 - E tt N0730 7 W ----- 18.31 t 90'W 00 3.00 4.71 /Q tz 108'32' -3.00- 2 N45'4 10E _ 17.60 N635T18'E 1&2 1&21 z N4412'S0'W 18.60 u 3027'04" 360.00 191.33 N45'47'10"E -----1 17.00 V is N35�224E ----- 17.00 z 90 W 3.00 4.71 o t�Q .,9 t6 I80'00W' aW 9.42 2 N4412'50W ----- 15.29 n N3612 24 E ----- 17.W 2 W4 O6 3.00 7.00 NW'30'44"W ----- 14.00 N45'4T10'E ----- 34.00 is 18OW00 3.00 9A2 z N45'4710"E ----- 34.W NW3044 W ----- 14.W 18000'OO 3.00 9.42 ♦a zt 180'00 W aW 9.42 180YJ0 W 3.W 9.42 y NG�EE a koNW'3044 W _____ 34,00 z N45YT10'E _____ 34.WNW3044 W -- - 34.00 2 N45'4710E ----- 34.00NW'3044 W _____ 34.W 1SOWOO 3.00 9.42NW'30'44W ----- 34.W 180*WOO aW 9.42180'00 3.W 9.42 N45'47 00 E ----- 17.00 180'W OO" 3100 9.42 J 180'00 00 3.00 9.42 zJ 180'00'W" aW 9.42 J N45`47'10"E ----- 17-00 4''71S19311 180'0000 aW 9.42 N441250 W ----- 146.02 z x NW'30'44"W ----- 34.00 112526' 590.00 117.64 4 z♦ NW'30'44'W - 34.W N361Y24E - 17.00 a NW'3O'44'W _____ 34.00 180-WOO 3.00 9.42 W ♦ NW'W 44 W _____ 34.00 N361224'E _____ 17.00 1 180'0000 3400 9A2 N45'4T10"E ----- 17. a �n zs 180'0000 aW 9.42 901WDO 3.W 4.1 F 2s 180'0 W 3.W 9.42 a N441250 W 17.00 (,) ----- ;� i_-_,__ s 180'W W aW 9A2 ♦ N45'4710"E _____ 135.11 0 N NW'30'44'W ----- 1400 N441250W _____ 17.00 90100 00 3.00 4 71 180W W 3.DO 9.42 U) N892916 E ----- 6.78 ♦ N441250 W ---- 17.W N 90'00'W" 3.00 4.71 N45'4T1O"E ----- 13.84 Q c z Jo-WOO'30 44 W ----- 14.00 a N8929'16"E ----- 20.85 0 90W'W' aW 431 160'00'W" 4.50 14.14 do va Jz N892916 E ----- 6.78 ♦ N8929'16 E ----- 184.20 0 0 . 90'00 W aW 4.71 90V0 00 5.00 7.85 0•- �. N00''00 W 3.00 24 771 s N90'OO W E 20.00 31.42 LU e n $ 1 7 2 t Js N8929'16'E ----- 4.78 90'00'W 3.W 4.71 90'W W aW 4.71 N892916E _____ 17.DO rn n NW3041 W -- - 17.W NW3044 W ----- 91.00 N892916 E --_ - 9.00 N892916"E ----- 17.00 oa NW'30'44'W 17.W 5 8956'S2 3.W 4.71 � � o 'o e d 1 e 9010000 &OD 4.71 NW'1033 E ----- 6.66 N o u N892916 E ----- 5.51 911925 15.W 23.91 Q 5 ♦ p o 1 .;.-._- ._..:..._1 _. _ _ _ u 53'31'19" 5.00 4.67 a N8929'16"E ----- 3.08 ¢ a - a N373609 ----- &55 a 90'OOW 3.00 4.71 7T42'09" 10.00 6.58 6 N0030'44'W ----- 15.00 I s w 5 7 +6 N511 42 ----- 34.87 6 N892916 E ----- 19&W N53'47'36'W ----- 16.29 a NW'30'44'W ----- 15.00 li O1 .: 67 a 14316'52' --- 7..2 a 90tO0'00' --- 2..71 (n ss s s a N8929'16 E ----- 4..28 N8929'16'E ----- 2.67 90'00,OT 3.W 4.71 4 90g0'W 3.00 4.71 # ✓ 71 7 s 5 : St NW'30'44 W _____ 17.00 _ 6 N0030'44 W _____ 19.00 x X X sz OO*30'16 E ----- 1&W a 90'0016 3.W 1.71 ' •. - __ - _ - _ s - - -� � .I NW'SOM W _____ 14.96 N8929'16"E ___-_ 17.00 •' - --. -.- - _..- 6 L s 131'4 55 -3.-6 6.90 T NW30'44'W ____ 54.00 ' - - - - - 709'15 3W.W 3T46 N8929'16'E ----- 17.00 w 673819 3.00 3.54 7 90'00 W 3.W 4.71 s N892'16 E ----- &4 7 NW.-44 W ----- 16.50 90'OOW' aW 4.71 N8929'16'E _____ 1aW o� NW6p '3044 W ---- 17.00 89-940 10.00 15,71 o c i o N89'2916 E - 9.00 7 90100 20 &Do 4.71 3 _____ _____ 0 11 2 - I x 4t N0070'44'W I7.W N89'29'16'E 15.00 $ _ z 90'OO W 3.00 4.71 T N0030 44 W _____ 72.00 Z S N892916 E 7---- 12.99 N 9'29'16E ----- 15.00 < z 119'3056 3.00 6.26 111'0825 3.00 &82 d o v�; 6 6'3 29 3W.W 34.69 NW'J044 W WDO a- z 2 s°3 as 7929'20' 3.00 4.16 90'00'W 3.W 4.71 c o o c N89-2916 E ----- 5.75 N8929'16'E ----- 15.00 ¢o$ci c°z __ ... 90'00'W' 300 4.71 NOO'30'44'W _____ 225.02 g - I NW'3044 W ----- 17.W N8929'16'E --- 1&00 U - - - - - N892916 E ----- 9.00 a N00'30'44'W ----- 37.00 NW'3044 W _____ 1ZW 90t0000 3.W 4.71 7z 9O'OOW 3.00 4.71 N8929.16"E ----- t5.00 T N8929'16'E ----- 5.1 s NW'30'44'W ----- 54.00 O m a to >< 7♦ 107V809 3.00 5161 9 N892 16 E 1&00 N j Z I T N53'4 36 ----- 754 9 180'OOW 3.W 9.42 76 90,0000 2.92 4.58 a N8929'16'E ----- 25.00 J n N3612'24 E ----- 34.00 9 N8929'16'E ----- 25.00 .. )[ 7e 90110W 100 4.71 s 9OY700o &Do 4.71 Z N53'4T36"W _____ 3.48 NW'30'44'W _____ 16.67 in F < - - 7921'43' 3.00 4.16 a N8929'16'E ----- 45&37 1 � a 6 E1 756 49 250.00 34.67 LL 7 7 7 9T3127 3.00 5.11 16 2 N28-2 49 E ----- 17.16 o 21 t s e e - -- - - - N5322 41 W ----- 6.81 6 7 ee N37V214 E ----- 17.01 121'0820 3.W 6.34 642821 aW 3.38 • a e 4 2 m 82 10 23.00 5.92 s s s --� 91 N53'4T3fi'W -aW- 6.05 3.00 4.71 J N5038 38 W ----- 14.70 D ♦ 9024'09" 3.00 4.7 i N40'4418 E ----- 16.99 y a+� N475902"W ----- W29 r o• � N4317'3 E ----- 17.01 5.00 AVENUE 7 "�30.44"W ----- 24.30 o _ 42628 250.D 19.38 1242652' aW 6.52 19.26 90'00 W' 100 4.71 s N45'4 10 E - 17.00 O 40 80 120 160 o N441 50 W ---- 4&W Q z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE o Underground Service Alert REVISIONS APPROVED BY: DATE QROFESS/p4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Medofer Engineering Inc. CITY OF LAKE ELSINORE O ^��4-E�Aytl�y LAWS,AND A PERMIT CAN BE ISSUED. 28610 Midsummer Lane HORIZONTAL CONTROL PLAN _ 6 Menifee California 92584 PROPOSED AUTO DEALERSHIP Coll: TOLL FREE �` ' m 909 816-5$30 909 301-6792 fox 6 W W Q 1-800 Na.4761 A AUTO CENTER DRIVE OF___SHEETS > v a ZZ7-26O0 �E1w.12-J1-OS * PREPARED BY: SCALE AS SHOWN BENCH MARK: O s Cm, LAKE ELSINORE, CA IY O0 _ L 4TEOFCAUF SEE SHEET NO. 1 FILE N0. CD Z O W M TWO WORKING DAYS BEFORE YOU DIG MICHAEL A WOOFER DATE DA7E. MAY, 2004 PARADISE GROUP F RCE 47604 EXP. 12/31/05 ~� w � W Z C) LLJ v w QfY OW 0- -__I Q J ,z Sheet No. `I C-7 C 77��11 m C, J 00 LOt\ (D a E O s C EQM C � M W y LO 00 le— 00 04 0 rn cn 1" = 40' � 1356.41E �P 9 / � \ �N61NEE Y ER 1365.a RIM N •:" ;,�� J60.OIE LL J LLI n /X U g o cn cn A M Z 1 ¢fs Lu 7 4) Y 4 rq _ CONSTRUCTION NOTES y t'^U� -a O1 4" PVC SDR-35 SEWER PIPEcn 0 6'PVC STIR-35 SEWER PIPE Q v d o 371.5 1364.4 REM 1370.8 RIM 1 O3 4"CLEANOUT a ~ N s fl� 1364.11 40- 6'CLEANOUT (yam �pN.f 70 OS OIL/WATER SEPARATOR FCj11-J 'Ppt�P� 1 4'45'PVC ELBOW 7 6'45-PVC ELBOW POINT OF CONNECTION AT RIGHT-OF-WAY-JOIN TO 6' fo — — — — — PVC SEWER LATERAL(CONSTRUCTED PER EVMWD SEWER&WATER a I 1 I "_ PLAN FOR AUTO CENTER DR.) < o — — — — — Q9 POINT OF CONNECTION AT RIGHT Y WAY JOIN TO PER o m CL DOMESTIC METER(CONSTRUCTED PER EVMWDO SEWER&WATER PLAN FOR AUTO CENTER DR.) FF = 1372.40 "— 10 POINT OF CONNECTION AT 5'FROM FACE OF BUILDING- z° SEE BUILDING PLUMBING PLAN FOR CONTINUATION d Y -r 1f- 11 POINT OF CONNECTION FOR IRRIGATION SYSTEM(2'IRRIGATION « c o '" METER&SERVICE CONSTRUCTED PER EVMWD SEWER&WATER a:o°6 i _ — — — — — -- PLAN FOR AUTO CENTER DR.) r 4'DIA.MANHOLE PER EVMWD STD. DWG. S-4 O 2'PVC CL-200 WATER PIPE- MAINTAIN MINIMUM 4' COVER W o 4" 90'PVC ELBOW 2'PVC CL-200 90'ELBOW � 16 2"PVC CL-200 TEE Q - `� — — i ( I I "— 17 2'PVC CL-200 45'ELBOW I O I I I I o ❑ ❑ ❑ 0 o a� �� 1 � — — — — — — — AVENUE g a � z A E :D W Li Q r: O [)� > c� Ca�'� OZ o w W C/) Lj (n J F z t--I W Z (n 0 U W Q W ow CL J Q -i -� Sheet No. C-8 0 40 80 120 160 / I EXISTING RESIDENCE O NOTE LEGEND I CONCRETE CURB. 5EE CIVIL DRAWIN65. - / I 2 CONCRETE CURB AND GUTTER. SEE CIVIL 17RAWINEf. / S tip I I 5 A.G. PAVING OVER A66RESATE BASE. REFER TO CIVIL DRAWIN455 FOR PAVING SECTIONS AT DRIVE AND PARKIN& ISLES. 4 SIDEWALK PER GIN OF LAKE ELSINIORE STANDARDS. PROVIDE HANDICAP RAMPS WHERE NOTED SEE CIVIL DRAWIN65. 1 15 5 ENTRY DRIVE PER CITY OF LAKE SSINORE STANDARD. SEE- 0 I EXISTING RESIDENCE CIVIL DRAWINGS. 75 I b ON 517E CLARIFIER.SEE PLUMBING,CIVIL DRAWINI&5. I\ / `a0. -T LANDSCAPE AREA,TYPICAL. SEE LANDSCAPE DRAWINGS. / �,1 /.♦ I 8 '." HEIGHT CONCRETE CURB ADJACENT TO A.G. PAVING. 5 / O SEE CIVIL DRAWINGS. 4. v _ 21 9 4'WIDE PARKING LOT STRIPING AND GRAPHICS. COLOR TO BE 15 — — — — — — —— — — I WHITE. IO AC6I23I151-E RAMP.SLOPE NOT TO EXCEED 5%. SEE DETAIL 5\ a I I II (TRASH ENCLOSURE PLANS. SU SLOPED CONCRETE PAVED RFACE. VACANT I I 12 ACCESSIBLE PATH OF TRAVEL.SLOPE NOT TO EXCEED 5% WITH MAXIMUM 2%CROSS SLOPE. d O / 49 ?O 0.G.EA OVER 4•SAND.PROVIDE SCORE LINES AS SHOWN PER IS 4' THICK SCORED CONCRETE PAVING WITH 03 BARS 0"DETAIL 9A/A21.0,EXPANSION JOINTS MIN IMUM 10'-0' O.G. c ? I I PER DETAIL 9B/AIOD. 14 FIRE SPRINKLER BAGKFLOW PREVENTS¢WITH FIRE DEPARTMENT 1 / / ♦ \ / I I CONNEC AW TION. SEE CIVIL DRIN&S. 3 / 5 I5 SITE L16HTINI6.5Ee ELEGTRIGAL DRAWINGS. 32 I / 5 N 35' F.F 1 OO IN VACANT I6 CONCRETE MASONRY SGREEEN WALL WITH CONCRETE MASONRY a / ♦ i SPLIT PAGE BASE AND TOP CAP.SEE CIVIL DRAWIN65. 1 \ I 18 IRRIGATION GONTROLLLR.SEE LANDSCAPE DRAWIN&S. I 7 I 19 SURROUND. SEE PTRATLBP AL SITE D ELECTRICAL CONCRETE PAD, BOLLRA N FLAK W 2 1 / O• 7 20 NEt0U6HT IRON GATE.PAINT.SEE PARTIAL SITE PLANS. Q I / • , 9r- - 2I CONCRETE RIBBON GUTTER.SEE GML DRAWINI&SVACANT 22 FIRE HYDRANT.SEEGML DRANIINGS. 14 I o -1 c �_ 23 ?'CONCRETE PAVING OVER CLASS II BASE AT DRIVE AND N s` /• N tO I I I I I I I AREAS. PROVIDE PAVINGJOINTS, STEEL Q 000 - — 1 y LI LEWD g 1 REINFORGEFIENT PER NOTE N 13. 24 PAINTED 5TRIPPINS.SEE"PARKINS AREA DESI6NATI01,1.9'. o- I 9• 13 29 F.E -71�:�. I 29 BUILDING SOFFIT ABOVE. °. W Z ¢a _ _ _ _ 26 ACCESSIBLE PARKING,STALL SIGN CENTERED AT END OF STALL., y 0 = I 0 SEE DETAIL 2/AIOD. N I BU I I o I 2T W-O'SQUARE INTERNATIONAL ACCESSIBLE 5YMBOL PAINT o O «ov VACANT I WHITE STENCIL SYMBOL_OVER BLUE PAINTED BAGK6RCIIND. = o o m I I DRIVE F. 0. 3 a I I 28 PAINTED ACCESSIBLE L.OADIt,6NNLOADINI6 AIBL.E AS SHOWW. < 23 COLOR SHALL BE WHITE. 29 &'-O'HIGH SWIN&IN&104tOU6HT GATES.PAINT.PROVIDE a 4 ^ — _ .. — - LOOKING DEVICE.SEE DETAIL WALL b BO CHAIN LINK FENCE .I.SEE DETAIL I/AI 7 I I .g 12 SERV� I I � w PARKING EWL PARKING I I GENERAL NOTES � 20 100 5 AGES I VACANT SEE PARTIAL SITE PLANS SHEETS AI.I, AI.2 FOR I 20' 20' ADDITIONAL INFORMATION AND DIMENSIONS. a Z I MIN. — it I I I RGUTTER, 905NALK AND ORECONSTRUCT ANY DAMA6®I OR_DEFACIW PER CONCRETE CURB, < s J I e I STANDARDS.ENGROAC14MENT PERMIT REGIIY IREP. GIB 0 0 8 19 FINISH GRADE AROUND BUILDING SHALL SLOPE AWAY FROM o`O Z I 12 .�0. ® 23 ,6 I �BU�T N6 UN FODATION!,MINIKH 2%FOR THE FIRST <o 0 21 121' 20 W. 101'-4" n I I z 110 b 279' — a5 23 225 54 8' 0 fir- I VACANT ALL PROPERTY LINES,EASEM@1T5 AND BUILDINGS BOTH i m EXI5T,N&AND PROPOSED ARE 5HOMP1 ON 517E PLANES W o 2 5 I I s s e a •' 8588 I o .. . ... . ... ... . ..... . . . . ......... . . . .. . — '1 . . ... ...... ... zo i I P R G AREA DE5 GNATIONS - y - —— — — — — PARKING STALLS SHALL BE DOABLE STRIPPED W H WITH FOUR INC (4') p 7 4 1J AVENUE I 7 ,S 30 4 ,9 0 24 28 LINES TWO F�Tr2',APART. � - 0 N — — — — — — — — — — — — — N — — — — — — — — — ALL LOADING ZONES SHALL Be CLEARLY MARKED WITH YE LOW _ 5TRIPIN6 AND SHALL NET CITY STANDARDS FOR LOADING ASILIES. c 9 PAINTED ARROWS ON 71E ASPHALT SHALL BE LOCATED AT ALL C INTERNAL ASILES. 1. DOTTED LIME INDICATES MINIMUM 56'WIDE CONTINUOUS DETECTABLEPATH N F SITE PLAN RL&HTINS OF WAY EXTENDTAGGESS TO CONCRETE SITE PAVING. COMPLY SCALE I" 40'-0" MOTH SECTION 112-rea,ITEM 6. 0 20 4o Ioo N ENTRY BUILDING ACCESS NOTES a� 181-01 8'-9" 18'-1,• 27'-2" 9'-0• 9'-0• 9'-0• DRIVE GATES TO BE MINMUt-1 24'WIDE,MANUALLY OPERATED. s MANUAL&ATE PINS SHALL.BE RATED WITH SHEAR PIN FORCE,NOT 8 2'-0•. 2 TO EXCEED 50 FOOT POUNDS. �i RAPID KEY ENTRY LUCK BOX SYSTEM SHALL BE INSTALLED ON THE OUTSIDE OF THE BUILDING.TO BE APPROVED BY FIRE MARSHALL. I 29 2e 20 18 .° a t2 27 - .O N —' 3. m— I ..... ..... .....I .... I 10. 28 .. ..: I N 11 15 b� ••'l, � ,o ze .._. _ ,... jai, :._ ✓_ O ------- ----- ---- ---- ----- j 27 'O EWino� ---- ----------- ss •i I - city a La►� A pcoval a I - .. - 1 ion P ct � i m � zt , I To P1ann�Dt� N b 10. 10. z-0' 2'�O" — SCREEN WALL/ROLLING GATE ELEIlATI ON 3 — zs. D w h ,.�.. s SCALE : I/8"=1'-O" `� o C 27 ze I: O z Elf ze ---��: 0 Z V - A1.1 1 e .... '^ / 31•_p• _ 9�_2� I .I W v! 1 o `a. Uid a m `o. Q W a .m - - w 0'-0• p'S°. �4J ® ® 28 I Q Q J o. a g 2 Sheet No. ` t 28._0. 9•-0. g,-0. 9.-0. 18,_p. 2,_0. .5-8. 22,_2. i ll� SCREEN WALL/SWINGING GATE ELEVATION HAND I GAP PARKING STALLS HAND I GAP PARKING STALLS A1.0 ALE : I i V s q ' O / J 6 MATCH LINE — / — — — — N --�-- m -- -- -- O -- -- -- -- -- -- -- -- — — — MATGH_LINE SEE SHT.AI 2 J N $ 5EE SHT.AI-2 1 2 P27'-2- 27'-0- — 6 SPACES O 9'-0' - 54'-O- 10'-0' 20'-10' e i � I Q N 8 10 • -I I .: 22 I 13 t22� 21 --- �' pO //'o'er SQ a I _:=;{• '_ ��__._ �' I.. g ) 73 " 13 _ F.F. 71_00 / n 1 • I I 21 O�I W O rn o co 5 I w O 1 rnl 22 I p rA N o Ij ° O ca :O _ II N a rn1B Z BC • p p 3 9 0 3 N I I n (A 0 I � I I •� O � � G. N 12 •^ O 0 (] 0 0 � O O Y M y C a $ p a NI N y F O 0 No e : pQ8 o15 O N 15 15 --- — — It 11 a I 1 1 15 g s o in I 44 O I 2� a I o O 0 3 1 I I �o + I 14 I •' I 1 1 Ta I I. I to 1 Rol ® I I 1 3 ----- Tn z o O I I • I I 0I 0I — B 9 E-0 22 . .. :,. ,. W3 ' 20'-0' a Z °o20'-0' 4 0 50-0 101-42 SPAC -19'-2 20'- ' 20' -0' �t " VLJ c c c�cg I I ZO w 30 SPACES O 9'-O'- 270'-0- 9'-2r N 40'-0' 1 8 SPACES O 9'-0" - 72'-0' 4'-2' m 9 0 5 k O J _ .. .' m in F S O 9 O PARTIAL SITE PLAN—EAST SCALE I" : 20'-0" 0 5 10 15 2025 50 O NOTE LEGEND N POST GAP s I CONCRETE CURB. SM CIVIL DRAWINGS. 15 517E L16HTIN&.SEE ElC-GTRIGAL DRAMN69. 4.PIMA. E 2 CONCRETE CURB AND 6UTTM SEE GML DRAMS5. Ib PORTION OF SERVICE BUILDING OPEN TO SKY. COLUMN LINE POSTS FOR 9 A.G. PAVING OVER A66RE6ATE BASE. REFER TO CIVIL 15 &'-0' HIGH SMN61N6 W11IOU6HT IRON BATE.SEE DETAIL CHAIN LINK PENCE DRAY6NSS FOR PAVING SECTIONS AT DRIVE AND PARKIN& 15/AIO SIMILAR PAINT.PROVIDE LOCKING DEVICE. ISLES. 5 HEAVY 3 g p A ELECTRICAL TRANSFORMER ON CONCRETE PAD, 5OLLARD DUTY Ot hake Elsinore O $$ 4 SIDEWALK PER CITY OP LAKE ELSINORE STANDARDS. PROVIDE SURROUND. SEE ELECTRICAL DRAWIN&5, DETAIL HINGES Liri rovrl HANDICAP RAM WFE .5EE PS RE NOTED CIVIL ORAriIN&S. 14/AIOa. o o it pivision APP .9�s 5 ENTRY DRIVE PER CITY OF LAKE ELSINORE STANDARD. SEE 20 5'-0' HIGH ROLLING YROU64T IRON GATE IN CONCRETE W"OL"sw I.V CIVIL ORANNISS. PATH. SEE DETAILS 12 4 IS/AI0. PAINT. PROVIDE IRON APPro`' j a b ON SITE CLARIPIER SEE PLUMBING AW,CIVIL ORIN6S. LOCKING DEVICE DETAIL ed 9y� O W. a 21 CONCRETE RIBBON GUTTM SEE CIVIL DRAWINGS M li (� T LANDSCAPE AREA,TYPICAL. SEE LANDSCAPE DRAWIN&S. 19/AIO.O "ro I.L. O 22 DRAIN TERMINATION AT GURB FAGS FROM ROOF ABOVE. Z a b 'Z N HE��CONGRETE CURB ADJACENT TO A.G. PAVING. SEE PLUMBING DRAI"UN&S. FINISHED FINISH® PAVING PAVIN& '^ O 25 T'CONCRETE PAVING OVER CLASS II BASE AT DRIVE AND W V1 4 4'WIDE PARKIN&LOT STRIPING AND 6RAPHIGS. COLOR TO ISE LOADING AREAS. PROVIDE PAVING JOINTS, STD ==4J s WHITE. REINFORCe--fddT PER NOTE N IS. M4 TIC I I V! 12"O.G. W 10 VINYL COATED W-O'HIGH CHAIN LINK PENCE WITH 9'-O' 24 W-O' H16H C.ONCREM MASONRY 51-RE31 WALL. WITH (4)05 I I 2,000 PSI 2000 P51 ¢ - WIDE BATE SEE DETAIL I/AU CONCRETE MASONRY SPLIT FACE BASE AND TOP GAP. SEE 44 O C. Q W 3 VERTICALS CONCRETE. 12'04 O.G- GONGRfTE';m 4- II TRASH ENCLOSURE WITH SLOPED CONCRETE PAVED SURPAGE. SITE PLAN. BAR I I o (4� 1 f1r .o 8 SEE DETAIL NOTED. 25 BUILDING SOFFIT ABOVE. E I I n VERTTC 12 AGGESSIBLE PATH OF TRAVEL.SLOPE NOT TO EXCEED 5% WITH I I ^ J a Q MAXIMUM 2%CROSS SLOPE. IL J G 19 4' THICK SCOR CONCRETE PAVING WITH 05 BARS ID' 18' Sheet No. L ED A O.G.EA OVER 4'SAND.PROVIDE SCORE LIDS AS SHOYN PER 2'-0- DIA DETAIL QA/A2I0,EXPANSION JOINTS MINIMUM 10'-0' OZ. DWCL All DETAIL 9B/AIOo. m �� 14 PIPE BOLLARD 5'-0'O.G.PAINT.SEE DETAIL POST BASE IFENCE POST SASE DETAIL 14/AO.O. 2 1` SCALE I/2" I'—O" 51—ALE 1/2" : I'-0" / EXISTING RESIDENCE a / \ g / I a / / S / / I 0 / 'hh O t I s / a / / 4 / ?O• SSA I 1b. 4 0 9 I EXISTING RESIDENCE 12 / 1 0. x< 0 / ?0; u.1 0 O 14 I 0 / / ,Q• ° 1a t0• I N / / 'd QG� � �O• y LU o a / ?O• I 1S o� / / O o -- N a , �O ♦ Qa �U / / 3 q ��,'d• F`'O 12 / Q 13♦ O 46 O t, 7 Z / / fib. �� I ° ••°= .10 o `s / ♦ � mac,° � o � � // 4 •� fib• 1$ - - � - _ � � In H s / / ?O, 22 52'-8' 28'- 67*-11' 35'-0' '$ / / t O- �E e t MATCH LINE ` - - - - - -- -- -- -- -- -- -- -- -- - o -- - - _ - MATCH LINE SEE SHT.AI.I / - SEE SHT.AI.I 2 14 11 ggg / ... s .. r----------I 7-i-M PROPERTY l ERTY I i- a� LINE o $� PARTIAL 51 TE PLAN—WEST N SCALE I" : 20'-0" 0 5 10 15 2025 50 a s O NOTE LEGEND " W OCKY � Z � I CONCRETE CURB. SEE CAVIL DRAMN&S. II 4' THICK SCORE WITH D CONCRETE PAVING TH •5 BARS I6' Of take Vnning Division pP royal ApPrc O C CI V 3 0 OZ1!.K OVER 4'SAND.PROVIDE SCORE LINES AS SHOWN PER p Z K 2 CONCRETE CURB AND 61)TT7'R SEE CIVIL DRAWINGS. DETAIL 9A/A21.0,EXPANSION JOINTS MINIMUM 10'-0' Or— PER 'w PL`R DETAIL 9B/AI00. peeved By: {/J 5 A.G. PAVING OVER A66RESATE BASE. REFER TO GML ♦/1, J o DRAKNSS FOR PAVING SECTIONS AT DRIVE AND PARKIN& 12 PIPE BOLLARD 5'-0'O.G.PAINT.SEE DETAIL 14/AOA. vQJ 151 W 0 Jii. M 15 SITE L16HTIN6.SEE ELECTRICAL DRAWIN&S. V� 4 SIDEWALK PER CITY OF LAKE ELSINORE STANDARDS. PROVIDE Q W O <` HANDICAP RAMPS WHERE NOTED.SEE CIVIL DRAWNGS. 14 CONCRETE RIBBON 6UTTER.SEE CIVIL DRAWINGS Li i a ENTRY DRIVE PER CITY OF LAKE ELSINORE STANDARD. SEE 15 W-O' H16H CONCRETE MASONRY SCREEN WALL. WITH F GML DRAWINGS. 51GONCRETE MASONRY SPLIT PACE BASE AND TOP GAP. SEE FLAK a- Q C 6 LANDSCAPE AREA,TYPICAL. SEE LANDSCAPE DRAWINGS. J Q 8i T 4'WIDE PARKINS LOT STRIPINS AND GRAPHICS. COLOR TO BE Sheet No, WHITE L a C STRASH ENCLOSLIRE EE DETAIL NOTED. WITH SLOPED CONCRETE PAVED SURFACE. Al2• d t► It PORTION OF SERVICE BUILDIN&OPEN TO SKY. 10 5TRIPPED LOADIN&AREA. s 391'-10" I a --- - --- -J ■ i - ------------� --- --- - --- ----- - -- --- -IJ � ] I I II I I I � I I ❑ I ❑ I � I I ■ I I � � I I I I I I I I I z �O I I I IA I Lai Q I I I I I SEE SHEET s I 1 I w 0- I I < A2•2 9 Vic, U) j I ILDING I i�uQu.lI I I I SERVICE I I EAST I I Q Q I I I �IL IN WEST G f I -w I W I u I I I I I I I I I I I I I I I I I I I I I I rl I rl I I I I V F v --J +a O $ I N s I co 0 I o 0 pTf o� SEE SHEET x a ■ e o c Qe • r A2.3 I DRIVE THRIJ b Zcc a CAN ' y m � p m a v e \ ae o 9 I m —�� L_J L_J L_J L_J Q< U _t I I 7 6 I tPs O ❑ L_J L_J Li o n L_J L_J L_J I r !_ ❑ ❑ O Z ` I I a ■ L_i___ _ _ __ ________ _4_ i SEE SHEET A2J Ca F I 9 ' s ---------------------' ~ I +I 1 PARTS 1 1 lj m WALL LEGEND i x r b ■ e • i x a r o c ■ � See WALL TYPG9 SHEET A8.1 64'-8' 20'-0* 80'-3* 75'-0' 20'-0' 80'-3' 2X&STUD FRA-W WALL WITH EXTERIOR PLASTER FINISH ON s 188'- -3- EXTERIOR,5/5'GYPSUM BOARD ON INTERIOR SM STRLXTURAL DRAWINGS.U.N.O.SE:WALL TYPE AI `s p3 2X6 STUD FRAMED WALL WII O GYFS Mi BOARD EACH s SIDE UNA.SEB WALL TYPEcow-Rem mA.Sowy a SECOND FLOOR FIRST FLOOR WALL WALL g 744r574+ HALF HEIGHT CONCRETE MA90HRY WALL SEE WALL TYPE (, iF.S_�-_S2_S�_ EXIT PATH OF TRAVEL.SEE ELECTRICAL DRAWINGS FOR 3 Eh3tG@ICY LIGHTING,EXIT SIGNAGE$ o Q N BOLDING 2 SULDING 2 R PART B PART A A2'3 D N MASTER FLOOR PLAN O (Wr 3 SCALE I/I6" I'-O" V o O 5 10 15 2025 50 A2.4 A2.1 Z i BULDI I A2 2 Cl) Cl) W J UJ Q W p � Y KEY PLAN a J a 'b m N.7.5. Sheet No. 0 A2.0 O NOTE LEGEND I LINE INDICATES SOFFIT ABOVE.SEE REFLECTED CEILING PLAN. F.3 F E D.5 D C B A 2 STRUCTURAL COI SEE STRUCTURAL DRAwIN6s. 3 IY s 1-5/4•X 4-1/2•ALUMINUM INTERIOR STOREFRONT WITH CLEAR 8 I GLAZING AT SERVICE WRITERS.SEE LARGE SCALE PLAN 2/AS.O. 4 WI KM X 4'-0'HIGH INTERIOR YUNOOW NTH CLEAR TEMPERED SLAZIN6 IN PREMANUFAGTIRED FRAME.ALIGN WINDOW a 12 DRIVE-UP i2 I FRAME w1T4 ADJACENT DOOR FRAME.5M DETAIL 8/AI2.0. z 5 2X6 OFFSET EXTERIOR ALUMINUM STOREFRONT 5Y5TEM MT14 & 105'-1• MANUFACTURERS FINISH.SEE EXTERIOR ELEVATIONS. 0 23'-2• 31'-1' 10•-3• 20'-0• 20'-7' 6 REGE 710N COUNTER SEE LARGE SCALE DRAWING NOTED. 2'-5' 3'-8' 3'-0' 2'-8' '1 &1 HI6H X I-5/4'X 4-1/2'ALUMINUM INTERIOR 2'-5• 8•_0• 21• g'-O• 9• 7'-5• 7'-5• 7'-5• 7'-5• 7•-9• 4'-O• 12'-7" 4'-4' 16'-3• 20'-9' 30'-10• 8'-1' 11•-0• STOREFRONT WITH CLEAR TE4PBRED GLAZING TO FINISHED 8'- 2'GYPS UM BOARD SOFFIT ABOVE.PROVIDE VERTICAL MULLIONS 20'-5• 10'-5 VIIHERE SHOWN_ a I 8 4'-0'HIGH X I3/4'X 4-I/2'ALUMINUM INTERIOR STOREFRONT WITH CLEAR T3.4PERED GLAZING ON 48'HIGH 3 U o FRAME WALL.TYPICAL HALF WA TYPICAL AT NEW AND USED SALES s 5 Al I OFFICHS.SEE DETAIL SG/AI3A. ROOF DRAIN LEADER.PROVIDE STUD PURRING YWBiE SHOWN. —————— 9 FINISH WITH 5/8'GYPSUM BOARD. SEE PLUMBING DRAWINGS. aiEuN t© I - 7 I 3 m I M a 10 -___ 10 FIRE SPRINKLER RIB SEE PLUMBING DRAWINGS. g UP SERVICE 5ERV1 VICE tt 1 I o MA 12NA6ER 4 19 14>E 30 1 It311 m n DI AT TECH 17 2 2 II 3 X&LAZINS IN IPREMANUFAGTURE7 F TH CLEARRAME.AL16N WINDOW s ^ At i`1 t32 PARTS N ___ ___ I FRAME WITH ADJAC@17'DOOR FRAME.S DETAIL 8/Al2.0. sF1 z. 1t < t33 I I 12 LINE OF DRIVE THRU CANOPY ABOVE.SEE REFLECTED CEILING of o1 13 _ 4'-5- a 6'-3• 5'-4• I . 8 •I iv 1 5'-,0' 1 '-6• __ 19-10___ 5-3 16 0 3 I is PLAN n 4 — — — — 1 0• 3.1 I ',�_-_ 13 OPEN TO SECOND FLOOR ABOVE. € N a 13 F2aI WOMgN ® 1 t PARTS I N I4 LINE OF STORAGE AREA ABOVE. 67 5 15TAt�T' 138 C1 -I PARTS BT 15E I ^ 15 LINE OF COILING DOOR HOUSING ABOVE. VhG�F ® G IER, ANA6ER >(+� o M 1nAvr-�F 1 m 134 4 lo 14 1 L 16 FURNITURE.SUPPLIED AND INSTALLED BY ONPIER. �� II I n'_ s-r 7'-s• N .o I C1 1 s 18•- 2•-3' 8'-9• IT 94'HIGH PLASTIC LAMINATE COUNTER TOP AND BASE CABINET 0 3A 2 WITH ADJUSTABIE 5FELVES. Lu 8 F*I 4 0 0 SIN Uj _ 11 2 Q _ 2 ® 8 18IrAALLSOO IPRavl� WINSGOT TO 48•AT ALL Q a s 127 ALLY ♦ I I ——— — —— — 12=8r 23•-2• 10' i5'-7• `i 19 ADJACENT SITE WALL.s�917E PLAN. V 4 A L 1µTERNEMENT 1 I T I c it O 139 137 I _ a i 20 4•-2'HIGH X I-5/4'X 4-1/2'ALUMINUM INTERIOR y STOREFRONT YMTi CLEAR T lIFERM GLAZING ON 48'WISH W SENI!RAL I I 11 I I t0 n FRAM®HALF WALL TO FINISHED 8'-2•GYPSUM BOARD SOFFIT Q I MSALE R a —————— I lJ 3.t 2 PARTS A74.0 n c�v ABOVE.PROVIDE VERTICAL MILLIONS WHERE SHONa1 SEE 'r1 t2a o ct D1 30'-3' 11'-3• µlbµ7 i DETAIL'JC/A13.0. 9e -I*IOLESLm g N Fein 0 33.0 ^ I RR�AIIIL ire PARTS PARTS TS &OUNTER4 0 1s DRY 1 e e N s i!t CONTROL I I 142 I` 143 144 I •I oe p1 is Z Q o too CUSTOMER ——— ——— I ELECTRICAL +� W !`V 4 -j YVAITIN6 1 I I � Y 7�T N � ► -A I ro pr a :r io 1J In _ � ,o � y .`. O ► !:� to a 1 n e s $ 7 2 t ----��\ ---- g n $ ewe i 7 G T O 7 C I p O1 I I p1 z �� 2 ICE o�IGEa� 1STAIR 2 1 1 y 2 1 Q = ♦�� IEz '° j i 114 113 CC a a To 10'-0' 1� t3 13'-7' \� '-0. 4'-10• 7'-8' o m a OSFAFLES - 4-4, 7 o ISENERAL MA 13 io a SALES SALES`j fNEWIE 1. 146 OFFICE O I FFCE SALES ^ I -3t t ~ —�I 1 1a a 112 v �--- - 1 6 13 m 124 e I SALES SALES SALES SALE 11 I I SALES sAI Es o 1 BALE E 2 gig ST40R 2 REGEP7TON ICE ICE a I OFFI OFFIG� OFFIG OFFIG gALEg -s BALES t'US.EE-D) N`.2E7) NSEDy i 1 lot 1 20 1I t1a t11 m pp /�/ 11 I I e to7 Lemtoa I 3 O (Uf>FD/ A I g 8 I I 13 �� ® ` 3�.0 m se 1 3._0. I I I I ,� I t3 e 1 T 1 o o I 13 10•-0• 10'-2• 7'-4' 8•-9' 8'-9' 8'-9' 9'-3• 16-0 18-0' 6'-0' 8'-2' /-� 148 At n o •, 0 I I I 1 I I 1A ~ / A® 7 2 I PZ INZ 5ALE5 I I II I I i zo 2C c Y 0 iv M 1ANA6ER I I I I SAUCES BALES 2 s 13 ^` _ I I 1 I I � OFFI O'FFIGE OFFICE 5 SHOWROOM r I I ao I I 1 SHOWROOM c W LfT LET ' p1 11u to to6 1 J it 1 12' 1 T-O' 7' 1• LOBBY I I P io2 N 2 13 s 1 IL `o N ;5 2 tt• • I a 8•-8' 10'-0' 10'-2' 12' f75 9 i0 2•_0. 8'-0• 8•_0• 2•_0. _ .12' _ •I $ p 13 0 I 13 c I f0. En• 2# Q a 2 p— — — — — — — — — — - EQ. —EQ.— 41'-4• m 15'-0 4� m I 2._8. 2._8. �p e � m 1 — — — 1 v a O WALL LEGEND a r 5•-0• 5•_6• o1 1, T _'_1 5'-0• 1 1 5M WALL TYPM SHEET A8.1 10'-8• - 23'-2` 31'-1' N 10'-3. 20'-0' 20'-7' 20'-9' 30'-10• e'-1' i t'-0• 2X6 STUD FlRHrS-D WALL_WITi EXTHRIOR PLASTER FINISH ON a 188'-3• EXT RIOK'3/8'GYP UM BOARD ON INTERIOR RIGT/RAL• I H G F.3 F OED.5 D C B A 5T DRAYUN65.UND.SEE WALL TYPE A 2"STUD FRAMED WALL Y41VM 6YP5UM BOARD EACH y SIDE UNO.5E=WALL TYPE I i s CONCRETE MASONRY WALL.SeE WALL TYPEOH 7QQQpQc HALF HE16W CONCRETE MASONRY wAU-5M WALL I T I& FL 2S2S2S15252 o $� BULDING 2 j BULDIN6 2 O PART B PART A t, FIRST FLOOR FLAN p µ V:s 3 SCALE I/8" I'-O" 0 5 10 20 0 Z i BIILDIN61 ", J t O V^Q' WI El n a 4 Q W m KEY PLAN a a 3 L � N.TS. Sheet No. a A2■1 i ____ I 1 O NOTE LEGEND I LINE INDICATES SOFFIT ABOVE.SEE FtM9-GTED CEILING s PLAN. H G F E D.5 p A 2 STRUCTURAL COLUMN.SEE 5TRL'CTURAL DRAWINGS. 9 5'-0'WIDE X 4'-0"HIGH INTERIOR WINDOW WITH CLEAR `g TEMPERED GLAZING IN PREMAMPAGTIRE ,FRAME.AL16N WINDOW FRAME WITH ADJACENT DOOR FRAME.SEE DETAIL 8/Al2.0. 4 2X6 OFFSET EXTERIOR ALUMINUM STOREFRONT SYSTEM WITH MANIFACTLKER5 FINISH.SEE EXTERIOR EL.EVATON5. g . - S 42"HIGH GUARDRAIL.SEE DETAIL NOTED. 6 OPEN TO BELOW. 105'-1' 70'-8• 1 ROOF DRAIN LEADER PROVIDE STUD FURRING WHERE SHOWN. 23'-2' 41'-4' 20'-0" 20'-7" 20'-9" 20'-5" 30'-6• FINISH WITH 5/8.GYPSUM BOARD. SEE PLUMBING DRAWINGS. a 5 8'-6• 5'-9• 4'-0• 4'-6• 4' 4'-6• 4'-0' 4'-8' 4'-0' 4'-6" 4'-0" 4'-0" 10'-3• 6 FIRE SPRINKLER RI5M SEE PLUMBING DRAWINGS. 9 42"HIGH x 10'-0"WIDE REMOVABLE 1-1-/2'TUBULAR GUARDRAIL.LOCATE CENTERED ON ADJACENT COILING DOOR s PAINT.GRIND ALL WELDS SMOOTH.SEE DETAIL 513/AI4. `a IO ROOF HATCH NTH ROOF ACCESS LADDER SEE DETAIL 10/AII.O. 0 g 4 ♦ 4 4 ———————— II MECHANICAL DUCTS FROM FIRST FLOOR TO ROOF.SEE 9 9 MECHANICAL DRAWNGS. 2 .� I - L--- ----------------� 22 7 12 DECK DRAIN.SEE PLUMBINb DRAWINGS. r--- �II UPI '9 r 208 3 I IS TILED DECK SLOPE I/8'.FT.TO DRAIN.SEE DETAILS 14 t s N 73. I5/Al2A 14 SKYLIGHT ABOVE.SEE ROOF,REFLECTED 6EILIN6 PL . — — -- AN g ® n I ,4 I I I 1 1 15 ROOF BELOW.SEE ROOF PLAN DRAWING. Ell �IMGE zo N L_J L_J 3 L—J L—J 3.7 & 16 4'-2'HIGH X IA/4"X 4-1/2'ALUMINUM INTERIOR N BUSINESS 0 207 STORAGE STOREFRONT WITH CLEAR GLAZING.PROVIDE VERTICAL MANAGER a 2,2 t4.o MULLIONS WHERE SHOWN.SEE DETAIL 513 4 5G/Al2.0 SIMILAR g G 4 205 e I? EQUIPMENT WELL.SLOPE TO DRAIN.SEE ROOF PLAN DRAYUNb. t �n —3.0— ~ ID MEC EQU HANICAL IPMENT.SEE ROOF PLAN,MECHANICAL 12 'o --- 'j 2 17RAWIN65. PARTS r-, r-� of I9 6'-2'HIGH 2X6 OFFSET EXTERIOR ALL MINJM STOREFRONT w 7 o I I I I 2t3 ,a I s I I SYSTEM WIT4 MANUFACTURERS FINISH,TEMPERED 6LAZING WITH LU �.I 8 VERTICAL MULLIONS AS SHOWN.SEE EXTERIOR FINISH 8 N I I KITCHEN 3.0 'o z4 12 N T ® 210 I ao J L_J L—J sA L_J scrl�. Q dp 4A B _N ci i ` 2oa 0 i ® _ 14.0 20 FURNITURE,EMIPMENT SUPPLIED AND INSTALLED BY ONPER. O 14. [7 __ u A 10-10' T 11' 1T-11' S'-3' 710'-3 20'-0• 20'-T 2'-8' 20'-10• 1T-10• 21 ELECTRICAL 9118 PANEL.SEE ELECTRICAL DRAWINGS. y N A I I $AET2 OFFICE IHALL 22 EXPOSED MECHANICAL VW-rNG.SEE MECHANICAL DRAWINGS. a of 203 4 0 'ar S DECK 1a OWNERS 1 ® 1202 3.1 25 2X 57 UD SCREEN WALL NTH EXTERIOR PLASTER EACH SIDE Ar w of OFFICE24 12 O ® I TRAINING "� MECHANICAL ROOF NELL. otf v e ® CLOSET 1 ROOM m t3 ® I 24 SHOT METAL OVERFLOW WAFFER PER S.MA.GNA FIGURE I- L Z B0.PAINT TO MATCH ADJACENT WALL. � _J � L_J L_J w f ® 2 ----10 a n r 70 '� 2 I ° O • YV 7 t7 ,1 co 2 S 14. 440 •� 18._6"L:J 1 11.-2. DN el — — 27._3. i �T < I ® 6'-10' ® ---- ----� I I ° ————— CONFER -ICE to Ir`I s w I ® 201 1, ROOF WELL J 1 I Soo I 1 T 7 17N 1 I a a a c� 6 I ® ---- 21 --- 18 N 16 1 s U �20 al t � I 12'-4' 6'-10' 46'-10' 3., + 57'-5- 17'-2• 1 5'-8• a -o o_ 1 4 I n 1 A13 r I co <o a o 1 z a g CLEARSTORYo02 8 I < o I � K�GUCQ L---------------- I o I 4 ° I Al ;r I 3 LogI ° s 2 I m . in rn F�- 2 s t O WALL LEGEND SEE WALL TYPES SHEET A6.1 to'—e• 64'-6• za'—o' eo'— • tr—o• 2X6 STUD FRAMED WALL WITH EXTERIOR PLASTER FINISH ON Ts 186'-3 EXTERIOR"'GYPSUM BOARD ON INTERIOR SC STRUCTURAL DRAWINGS.U.N.O.SEE WALL TYPE WI AI H G F E D B A 2X6 STUD FRAMED WALL MUTJ r 6YPSLM BOARD EACH s SIDE UNA.SEE WALL TYPE I CONCRETE MASONRY WALL SEE WALL TYPE© zQpgQQ� HALF HEIGHT CONCRETE MASONRY WALL.SEE WALL rrm o It BOLDING 2 BULDING 2 5 e SECOND FLOOR PLAN N PART B PART A O W. 0 5 10 20 O ga g€ Z 9 I I � J 0 W < W I E KEY PLAN a A a 1t N.T.S. Sheet No. 0 L d A2.2 . 1 G.5 G F E.5 D C B p ' I 213'-0' E 25'-8• 30'-0' 25'-4' 25'-4' 30'-0• 25'-4' 25'-B' 25'-8• Q NOTE LEGEND 9 114 4: 30'-4• 20'-0• 60' B• 20'-0• 33'-4• 20---0- 28'-8' 10'-0• N 2'-0• 2'-0• W I LINE OF OVERHANG ABOVE.SEE ROOF PLAN. s -t F 1 W*W 2 TRENCH DRAIN.SEE PLUMBINb DRAWINGS. Ft0 9 STRUCTURAL STEEL COLUMN.SEE STRUCTURAL DRAWINGS. 8 Q 4 CONCRETE SLAB, SLOPE MAXIMUM 1/5',FOOT TO DRAIN. D SEE SIRIGTURAL RAWINGS. 5 SLOPED CONCRETE FLOOR BEWIMN ADJACENT FLOOR FINISHES.SLOPE NOT TO EXCEED 4A4%. - � n 1812 L ----- ------i I20 ae - a 15 28 LI ----- ------i 36 19Q _ i------ ------i 18 b TRLG HIGH DRok N MASONRY WALL WITH PAINTED FINISH.SEE STRUCTURAL_DRAWINGS. . �J 'i GATGH BASIN.SEE PLUMBINb DRAWINGS. 11 I tt I z, I D SHEET METAL DOWNSPOUT.PAINT.AT EXTERIOR BUILDING a t 7 I IWWJ m I PROVIDE CONCRETE 9PLA+f BLOCK. NJ 1 m 9 AUTOMOTIVE EQUIPMENT.SEE MECHANICAL, ELECTRICAL DRAWINGS. •� I 11 19 2 35 43 I c�i c I I 7 I :; I 7 I ,i 7 I ( 10 LINE OF SUS PENDED CANOPY ABOVE. SEE DETAIL a I/A14.0. 1X SLO ( I 1X SLOPE i','. � I' 1% OPE I I - %SLOPE I I ip X SLOPE I II LINE OF COILING DOOR HOUSING ABOVE. 17 I I •� I -4 E--- I 9 I I 12 VEHICLE HOIST. PROVIDED BY OMER, INSTALLED BY I 3 CONTRACTOR s10 I I 18 m 28 I I 34 I 42 13 19 HOIST CONTROL UNIT MOUNTED TO ADJACENT STRUCTURAL 8 ' 14 STORAGE TANKS.SEE EY;b11PMENT PLANS A ' I 15 LINE CP DRIVE THRU CANOPY ABOVE.SEE REFL.EGTED d I 2 yQN I CEILING PLAN. X111111 16 HOIST CONTROL UNIT MOUNTED TO WALL. c 5 I I'1 HOIST CONTROL UNIT MOUNTED TO ADJACENT 9TRUGTRUAL 99 17 25- 3341 N C.OL rplft 16 RECESS IN CONCRETE%LAB FOR•DYNO'METER VERIFY EX i PLAC'EMMM ri1TH OWNER SEE ELECTRICAL d 4d 4 � 419 ROOF ACCESS AND ACCESS LAMM SEE DETAIL3ID/OLIO. W~ AY 1 ~ ® BlL X11T 16 24X11T 32 t01 0 12 20 RATED GGILMN%IIRROIIHD.TYPICAL OF(S).SEE DETAIL Q N N 11 IBOUIPMENT NOTE Rn ,2 REFER TO EQUIPMENT PLANS FOR ALL REQUIREDQ Dlt�l%IONs, lIGHTg AND SPECIAL INSTALLATION RBQUIRIS-ews. VERIFY ALL REQUIRED715 :r 2331 Y 39 CONCRETE THIGKNE%8� AND SLOPES, CONCRETEMEGMANIGAL AND PLUMBING DRAMUNGS'�j EQUIPMENT PAD 9183.REFl3RAL.%O TO ELEGT1iIGAL,I T I W to N • $ ' 'I ' � ' � Q I to . pa• e I I 14 zza : + :v Il s 1X SLOPE I I X SLOPE iX SLOPE., I I SLOPE I I U X SLOPE OX y I T I fi' TOOL I T I I T I a I soo B �i¢a p U I Syd �20 5 13 w 21 29 37IN�11 28'-0• U 28'-0• - Go I 7 a , „ I 10 N 14 m 0 g I,., tE 20 14 ----- 40 � ----�4- M 1E ------------ � � I RA, 17 o g2 I g2 B2 B'1 z 1J Z o Q $ 0 3 C 30'-B' 20'-0' 30'-0• 30'-B' 20'-0' 33'-4• 20'-0• 29'-4' 10'-0• F� a1 1 c U c� 4. 2,_2. 100._a. 2._3. Iis 's b e A ij x 9 PARTIAL FLOOR PLAN—SERV I GE BUILDING WEST—SER1l1 GE BAY N SCALE I/8" 1'-0" 0 5 10 20 WALL LEGEND h SEE WALL TYPES SHEET A6.1 2X6 SnV FRAMED WALL MOTH EXTERIOR PLASTER FINISH ON °STRIZMARR/1LroDRAW1G NSS 9�INTERIOR. TY E� g 2X6 SM10 FRAMM WALL KZr GYPSUM BOARD EACH 9 give UHO.SEE WALL TYPE I E e GONGRL'TE INA.90NRY WALL.9m WALL TYPE© 744Q�¢ HALF FEIGHT GONGReTE MASONRY WALL.SEE WALL TYPE g n. .b �AR1T 82 PART A2 O WM ♦1 3 i Q V g€ 0 Z BULDINb I W J n Bg W Ed v a 241 � Y .E 9 KEY PLAN a a 5 d J Q N.TS. c Sheet No. r � a A2.3 194'-0• to 30'-0• 34'-0• 26'-0• 40'-0• 39'-6• 24'-6• W 21'-2• 20'-0• 34'-8• 20'-0• 18'-9• 39'-9' 2'-10• 8'-4• 8'-0• 6'-4• -0 - 0 NOTE LEGEND 3• B•-i '2_O. -4, 2-4. 2'-0• '-4• s I LINE OF OVERHANG ABOVE.SAS'ROOF PLAN. c _ I 2 TRENCH DRAIN.SEE PLUMBINS DRAWINGS. s STRUCTURAL STEEL COLUMN.SEE STRUCTURAL DRAWINGS. 4 CONCRETE SLAB.SLOPE MAXIMUM 1/6',FOOT TO DRAIN. o I I SEE STRUCTURAL ORAYUNGS. B2 g2 a 4 I I ® © S 8'-0'WIDE X 4'-0`NIGH LIGN EXTERIOR WINDOW IN NOLLCOI METAL FRAME.PAINT.ANDOW FRAME WITHITN a I m 1 _ ADJACENT DOOR FRAME.S�DETAIL b/AI2.d . ————— a - --- J Y 7(- ,WTI ----J 6 FLOOR DRAIN.SIB=PLUMBING DRAWINGS. °D 11 9 I •! GATGH BASIN.SEE PLUMBING DRAWINGS. I ( 8 SHEET METAL DOYBL-POUT.PAINT. a II I $ a DETAIL a '® I y I tO WARRANTY II �a sE1ivIGE 10 5 SUPPLIES I STORAGE y I a STORGAE -- OIL �j 4 AUTOMOTIVE B=IPMENr SEE MECHANICAL,ELECTRICAL m a 1i8 m 114 111 T DRAWINGS. N B2 I I B2 I 10B 10a • I 10 AIR COMPR380R5.SEE EQUIPFIENT PLATES,ELECTRICAL, AND PLUMBING DRAWINGS. ILINE OF COILING DOOR HOUSING ABOVE. a T —— ————— 12 VENEN HOOISST.PROVIDED BY ONU4 K INSTALLED BY LJ Is No1sr CONTROL uWr MouNTED ro ADJAGENr STRUCTURAL COLUMN. 12 I14 STORAGE TANKS.SEE EQUIPMENT PLANS. 4 410 4yLOOKERSECkJIPMENT NOTE82 IREFER TO EWIPMENT PLANS FOR ALL REQUIRED CLEARANCES,DIMENSIONS,HEIGHTS AND SPECIAL 1% SLOPE E- I 4 �- INSC.STTALLA111ONWRZTE ROMI8ES AND SERIFYY G L REWIRED RETE EQUIPMENNT PAD SIZES.REFER ALSO TO ELECTRICAL, 3 ME IMECHANICAL AND PLUFffiING DRAWINGS.I ® © w 12 I I c1 ~ � w DETAIL BAYS 115 ———— ———— s o � 4 2 I I Y1ASI4 RACK 3 AT.o $' 113 3 1n W � a o a 2 .Rs v s I I I N T B2 B1 I Z C a �A 11 w ,s I 25,000 L8 LIFI a) m 1 TECH a i LUNCH ROOME I g 104 , m r C = �• N I I a Zia I T I I 13 1X SLOPE T s a a u N I 12 M N I T I T I 18.000 LB LIFT ,P2Tjdb) PP,�4, o io m g 0 2•-0•T�4 10,-e 2'-0• QQ W m J f u O n H 9 PARTIAL FLOOR PLAN-5ERV I OE BUILDING EAST-5ERV I OE BAY N 0 5 10 20 WALL LEGEND b� SEE��WALLL�L!!TYPES SHEET A8.1 1LLW.WJIIL 2"STUD FRAM®WALL WITH EXTERIOR PL.A97ER FINISH ON EMBLIORR S/8'GYPSUM BOARD ON INTERIOR sm STRUCTURAL.DRAWINGS.UNO.SEE WALL rrrt AI 8 2X6 57W FRAMED WALL K S/8 GYPSUM BOARD EACH 9 2 SIDE UNA.SEE WALL TYPE I CONCRETE MASONRY WALL.sm WALL TYPEQB HALF Hew-T CONCRETE MASONRY WALL.SEE WALL TYPE al g� a N b BU•DI B2 BU RING 2 O U T A Z � O $ Z CO)af oBALDING 1 VJ W a KEY FL Q W o d N.T.S. fi Y e Sheet No. a A2.4 20'-5- 0 NOTE LE6END IAL4y. I COLUMN.SEE STRLICTURAL DRANINS6. 2 1-1/2* OD. PIPE HANDRAIL 54*ABOVE STAIR NO5N&. PAINT. SM DETAIL 6/A14.0.EXTEND HANDRAIL 23' BEYOND LAST STAIR MEER,12*BEYOND STAIR APPROACM. DI'L 5 I-It2' OD. PIPE HANDRAIL 54'A50VE STAIR NOSINS. PAINT.HANDRAIL TO BE MOUNTED ON 294 FRA�oW HALF AALL .1 DN. SEE DETAIL 4/A14.0.EXTEND HANDRAIL 25' BEYOND LAST STAIR RISER,12-BEYOND STAIR APPROACH. 4 SLIP RESISTANT DIAMOND PLATE TREAD,RISM AND LANDINS. STAIR APPROACH AND LANDINSISEM DETAIL 2$S/AI4.0. ti 4'-0- 6 TREADS 0 5 1-1/2* OD. WARDRAIL 42'ABOVE FINISHED FLOOR, SEE 6 TREADS 4'-0' 2� 12 TREADS 0 11' 1 l'-0" LANDING 10 TREADS 0 11' Q'-2" 23' 23" 14 TREADS 0 11 12'-10" LANDING 11' 5'-S' 1�2 DETAIL 51A14.0. 12 0 11 5-6 S 0 11" 12*-10" 23' LANDING 14 TREAD 6 1-1 O.D. PIPE dUARPRAIL 42"ABOVE FIN15HW FLOOR. 23- PAINT.dUARDRAIL TO BE I-40LINTED ON 2X4 FRA?-W HALF INALL " ECOND FLOOR SEE DETAIL 4/A14,0 7 (2)STEEL STRIN&ER:S.PAINT.SEE DETAILS NOTED. 20'-5" 13'-7- 4---0- 5 CONCRETE SLAB FLOOR.SEE STR14-TURAL DIRWAIN65. 13'-0" 4'-0- LANDING 10 TREADS 0 11 9'-2' q DRINKIN& FOUNTAIN. SEE DEAL q/A14.0, PLUMBINS 9 VRAAIN&S. 10 2 X A0012 FRAHM STAIRS AND LANDIN&S.SEE 5TRLkfnW.AL 2 *0 STAIR APPROACH AND LANDINS.. UP '01 (-5 12 5/8* TYPE'X'&YPMM BOARD FINISH.SEE INTERIOR FINISH 12 SCHEDULE. 4 rr- 15 FLOOR SHMATHINS OVER FLOOR STFUCTURE. SEE STMJCTLlRAL DRANIN". 14 2X KALL FRAMIN6 AITH SYPSUM 50AFW FINISH. 2,3' 14 TREADS 0 11' - 12'-10' 15 1-1/2' O.D. PIPE HANDRAIL 54*ABOVE STAIR NOSIMS. PAMT. SEE DETAIL 2 4 5/14,0.EXTEND HANDRAIL 25" U Li BEYOND LAST STAIR RJSM 12'BEYOND STAIR APPROACA4. ---------------I 16 CARPETED STAIR.FROMM 2*CCWRASTIN&STRJP AT EACH w STAIR NOSINS,STAIR APPROACH AND LANDINS.SEE INTERIOR LLJ FIN1544 5C+tM%LE. ('—,—'�5TAIR SECTION 0 CU5TOMER YiAlTIN6 ca co REAR 5TAIR 5TAIR (9 CUSTOMER z CC FA __T�54 STORA&E LU RTSI��5TO�PA&�E��� I AITIN(Sp SCALE 1/4" 1'-0" SCALE 1/4" 1'-0" 1� 0 5 10 0 1, 0 5 10 U) v 78 V-0, U) ,,112 12 TREADS 0 Ill- 10'-10' LANDING 10 TREADS 0 111" 9'-2* < it 20'-10* 131-0" LANDING 12 TREADS 0 11* ll'-O' "ZZ -1, 0 z 0:: 23* 7 -1 1 0. 4'-0' 12 12 TREADS 0 11 1 l'-O* LANDING 10 TREADS 0 1 V 6 6 ECOND FLOOR 4'-0 10 TREADS 0 11" 9'-2' LANDING TAIR SECTION 5ALES AREA ALE 1/4" 1'-0" \�5c JJANITOK Lp 23* 10 TREADS 0 111" -2' L LANDING 10 TREADS 0 11 -9*-Z* 12" Ill�45fl 4 in 14. 2- r 10 TREADS 0 11' 9*-2' 0.1 FK 0. 0 U.j (n JANITOR CENTRAL 5TAIR CENTRAL 5TAIR 0 c z 4 FART5 4 5TORA&E 2 SALE5 AREA OZ SCALE 1/4" : 1'-0" SCALE 1/4" 1'-0" 0 5 10 0 5 10 Lu CO Ln .0 7 14. 0 w I al LU 0 IL E ;-�5TAIR 5ECTION SPART5 4 5TORA&E a. -j < ALE 1/4" 1'-0" Sh"t No. 0. A3.1 i i 3 I 1 j 00 :'. \ . . o° 0 NOTE LEGEND I CLAW'B'MODIFIID 519UHN ROOFINb OVER PLYWOOD �rc ROOF SHEATHING.SLOPE MINIMUM I/4",FOOT.SM SPWIFICATIONS.GLAW'B'MODIFIED 15ITW-4EN ROOFING 51 OVER FURRING,PLYWOOD ROOF SHEATHING.SEE STRUCTURAL DRAWINGS,SPECIFICATIONS. 2 ROOP AND OVERFLOW DRAINS WITHIN 2'SUMP U.N.O.SEE _ I PLUMBING DRAWINGS FOR TERMINATION OF LEADERS.SEE j .. DETAIL WAII.O. S ROOFIN6 OVER PLYWOOD CRICKtT.SLOPE MINIMUM `a. I/4'.F'OOT.SEE NOTE M. j .. 4 PARAPET WITH SHEET METAL CAP.SEE DETAIL NOTED. . I S ROOF ACCESS HATCH.5E=DETAIL 10/AII.O. H CLAW b'MODIFIED BIT1/P EN ROOFING OVER FURRING, a - PLYWOOD ROOF SHEATHING.SEE STRUCTURAL DRAWINGS, 11. SPC-GIFIGATONS. 7 MODIFIED BITUMEN ROOFING OVER SHEATHING,DIAGONAL ERACIN6/CRIC4CET JOISTS.SEE STRUCTURAL_DRAWINGS. `b H SHOT METAL GUTTER.PAINT.SEE DETAIL NOTED. - - 9 4'X 4'SKYLIGHT ON MINIMUM H'HIGH CURB. 10 LINE OF EXTERIOR WALL BELOW. . .. .. - I II PARAPET WITH SHEET METAL CAP.SEE DETAIL NOTED. i. 12 SHOT METAL DOWNSPOUT TO ROOF BE OA PROVIDE SHEET Ali A METAL sPt.o e.H PAN AT ROOF WELL. rp�• _ _ .' •.�. .. _ j 11. 11 Jp 2 1 IS F1L5Cd•IANK.AL VWIPh1ENT.SEE DETAIL'VAII.O, �94 I. YQ4' y�Q%' MECHANKAL DRAWINGS. 9j 14 WALK-OH MATS. O - 1 O O .•. .. -.' - O-I IS 4'X 4'SKYLIGHT ON MINIMUM H'HIGH CURB. . I' -I v :. : - :: . t� 11 I J O \--•---•---•---•— — If 1 Q 0 . Q - W _ � rod� �a•.:i °Ta `� .i,�>< - •.• - ii. •. - - - yA4 a '.Sf ' '.i .' SLOPE - 2' .b O "" k-l13 .13- i O yAQ$• b�'Y O OrK s�0 llQY SLOPE I 19 S s s g so d v4•.1-17. .. Ag s 11 1 I. 4.FT.' 'Al' rob• o o A bo 2 I, 9 1 7 0 I H F E B A NOTE: ALL ROOF ELEVATION HE16HT BASED ON ASSUMED BULDIMb 2 BULDING 2 a a a FINISH FLOOR OF 5HOPIROOM/PARTS OF 0'-0" PART B PART A O w U) 3 ROOF PLAN € N Z i SCALE 1/8" : 1'-0" Bu�ING I w'^ o O 5 10 20 v! J s --- — w a w Y 0 KEY PLAN a J a N.T.S. c Sheet No. A4.0 --------- ---- -------------- :71, G 5 E.5 D c P, cl < 4 m 6 WWI. 10 .......... CZ.* uj Av "T. 094M W.,T. . .4174 z U) ---------- ---------- cc Ir LU CO) 12 41 W. U) C: SLOPE </W.FT. L SLOPE 21/Ll--l. z 0 ----------------- ------ ------- ------------------ ----------------------------------------------------------------- -------------- --- ---------------------------------------------------- --------------- 0 V < All NOTE. ALL ROOF ELEVEATION HEI&HT BA5M ON A55UMED FINISH FLOOR OF 5HOMOOM/PARTS OF 0'-0" ROOF FLAN-5ERVICE BUILDIN6 INEST N SCALE 115" : '-0" 0 5 10 20 0 NOTE Lrz6F-NP I C-LASS '13' MODIFIED BITLIMEN ROOFINS OVER. PLYA000 ROOF SHMATHINS. SEE STRIX-TLIRAL DRAHINS5, SPEr-IrIC.ATIO111S.. 2 CONCRETE MASONRY PAIWT-T AITH SHEET METAL CAP.SEE DETAIL NOTED. a EAVE Y41TH CONTINIJ0.6 SHEET METAL OUTTER. DETAIL NOTED. MJLDIN(9 2 IN19 2 PART 8 A 4 SHEET METAL VOMOPOJT. SEE 51TE PLAN, CIVIL VRAKN&S IFOR DRAIN TERMINAnoN. 5 EXPAN51ON15EISMIr, JOINT ISETHEEN BUILDIN&S. SEE LU DETAIL NOTED. 6 ADJAC-EW STEEL C.ANOP'r ROOr.WE DlEAIL NOTED. a: 0 'I SEE ROOF PLAN 5HM-7- A4.0 FOR r.MOPr ROOF. L Z 8 CONCRETE MA50MY SITE AALL MMOK SEE SITE PLAN. Lu CO) -4 C42INIC4itEM t-�KALL PUTH SHEET METAL CAP AT ROOF Cl) OPENIN&SEE DETAIL 2/AII.O SIMILAR- LU 10 MECMNICAL E>04ALIST VENT.WE W,,-HAKIrAL DRAAIN&S. 0 id LLI a- 11 OPEN A50VE. a: 12 t-�HAXICAL EWIPMENT. E 15 ROOF ACCZ55.5EE DETAIL IO/AIIO <E,r FLAN r Sheet No. 2 A4.1 ------------ ---------- 5Z NOTE LF-6END I CLAW *5* MODIFIM 517UHM ROOFIN&OYM PLYY4000 ROOF SHEATHINS. SEE 5TRIX-TLRAL DRAMIN&S, 5FWIFICATIONS- < 2 CONC4wZM f-�FAJRAFET INITH SFEET METAL CAP.SM DETAIL NOTED. 7 5 F-AVr P41TH WNTINUOI.S SHEET METAL 6UTTER. SEE 3i DETAIL NOTED. 4 SHEET METAL POINNSPOLff. SEE SITE IFLAN, VIAL DRAAIN&S POR DRAIN TEWINATION. '0, 14 5 57RIjk-TURAL C40L"BELOn MC+"ICAL rOJIM-SNT.SEE M�ANICAL DR.AAIN&S. 1 TRkSH EW205LRE Y41TH METAL DECK ROOFINO ECLOK A101 8 CONCA;MTE MASONRY SITE KA.LL BMLOK SM SITE PLAN, E -q C-ONVIIETE MASONRY HALL V41TH SHWr METAL CAP AT ROOF OPENIN(S,.SEE DETAIL 2/AII.0 SIMILAR. 10 MEC+FNICAL E)04AUST VENT.SEE W.C~ICAL DRANIN65. 0 1/ 7. 11 OPEN ABOVE. m�l .4--------------- -------------- co ce C*c ca 3 ca 0- /8 Cc) 41 0 0 cc 2 M 0) NOTE, ALL P40OF ELEVATION HEI&HT BA51W ON A550-W FINISH FLOOR OF SHOIAIROOM/PARTS OF 0'-0" ROOF PLAN-5ERVIOE BUILDINC7 EAST N 5C-ALE Va" 1'-0" 0 5 10 20 BLLDINS 2 BLLOIN&2 C PART 0 PART A a. w 0 CC cr 0 Z Lu 55 R w 0 < < ui Ed 0 loc �e �73 KE"r FLAN N.T.5. ME Sh"t No. A4.2 as -7 ------- 0 N07rz LEGEND 1 LINE OF FINISHED FLOOR 02TP IS 6, _66MM RCIAL 5 I-VT AL WITH SCREED TH ALUMINUM MILL FINISH. LAKE CHEVROLET TYPICAL SEE DETAIL lb/Al5.0. T.O.P. 4 2' X 6' OFFSET ALUMINUM STOREFRONT WITH 2- 6" MANI.PAOTURERS FINISH. SEE EXTERIOR FINISH CANOPY" 5 TINTED 6LAZIN6.(T)VENOTIEE,TEMPERED 6LAZIN6. SEE EXTERIOR FINISH SCHEDULE. F.F. 6 STEEL CANOPY.PAINT.-PF DETAIL I/AI4.0,EXTERIOR FIN1544 SCHEDULE,STRUCTURAL DRAWINGS. 'I ALUMINUM 5TOR15FRONT DOOR STOREFRONT WITH LEE 4 PB 7 12 10 5 14 19 20 py MANUFACTURERS FINISH. (T) DENOTES TEMPERED 6LAZIN6.5EE DOOR EXTERIOR FINISH SCHEDULE. 8 HOLLOW METAL DOOR AND FRAME.PAINT PROCESS'EMV. SEE DOOR,EXTERIOR FINISH SCHEDULE. cl PAINTED GUARDRAIL 42'ABOVE FINISHED SURFACE. SEE DETAIL NOTED. NORTH ELEVATION 10 EXTERIOR PLASTER WITH LIGHT SAND FINISH. PAINT. 51EE EXTERIOR FINISH SCHEDULE. SCALE 1116" '-0" 0 5 10 15 20:25 50 11 516NA&E. SUPPLIED BY OKIIEK INSTALLED BY CONTRACTOR.SEE ELECTRICAL DR,"IN�65. 12 CONTINUOUS 5URFArSIE MOUNTED LI&HTlN6 5TRJP. SEE ELECTRICAL VFkAV41N&5. 15 TERMINATION OF ROOF AJIV OVERFLOW DRAIN LINES AT GRADE.SEE ROOF PLAN,PLUMBING ORAWIN55. F E 14 ADDRESS NUMBERS MINIMUM 24'HI6+1 IN CONTRASTING COLOR TO 5Ax_K6ROUNV. TEXT TO BE V151BLE AND LBSIBLE TO STREET. 15 PARAPET WITH SHEET METAL CAP. PAINT TO MATCH APJA4,'Er-tr EXTERIOR PLASTER SEE DETAIL NOTED. 9 16 EXTERIOR PLASTER SOFFIT. PAINT. SEE EXTERIOR FIN1544 SCHEDULE,REFLECTED CEILIN& PLAN, DETAIL 15/AI5.0. IT CONCRETE MASONRY BLOCK WALL.PAINT.SEE EXTEFJOR FINISH SC+IEVULE. w I& CONCRETE MASONRY SPLIT FACE BLOCK AT 5A51! OF BUILDING.-A-F EXTERIOR FIN15H SCHEDULE. Iq CONCRETE MASONRY SCREEN WALL. WITH CONCRETE MASONRY SPLIT FACE BASE AND TOP CAP. SEE 51TE -A R, 20 M005W IRON ROLLING(SATE.PAINT.SEE SITE PLAN. LLI DLET I *I9--I T " .0, Z 3 01.1 Soo ia pq IF3 3 T F pl 2'g cq NAR6 12-0 SOMT A Ts, 1 P5 0 z L TT ~ m T T T O,F 0.- FT. K NORTH ELEVATION(PARTIAL) AST ELEVATION(PARTIAL), *� QJE7ALE 1/4" 1'-0" 2 SCALE 1/4" My Of Lake Elsinore Planning-Division Approval Approved By; 30. < J! 13: 9 0 cr 0 EXTERIOR FINISH SCHEDULE z T T T Oj LLJ ...... PI PAINTED PLASTER,WHITE. Lo 0 '. G.A P2 ACCENT BAND 5 6NA61E,BLUE. w 0 < M 14 PS PAINTED PRECISION CONCRETE E3LO0K WALL,SCREEN WALLS.WRITE. _% Lu P4 PAINTED SHEET METAL CAP,GUTTERS,DOY06POUT5.MITE. ALUMINUM STOREFRONT,"kOU&HT IRON FENCING,HOUZ"�T ELEVATION (PARTIAL) ONNER OFFICE 1-5 METAL FRAMES,DOORS,EXP05M STRIJ,,TUIRAL COLUMNS. /4" VVITE. Sheet No. P6 &LASS. 1/4'TINT. PI SPLIT-FACE CONCRETE BLOCK. Pa WFIRECIVONOONCRETEBLO'c< A5.0 Pq INDIVIDUALLY t,OIINTtTJ INTERNALLY ILLUMINATED LETTERS. 46"HIGH. ----------- ----------- ...... F 3 F E D.5 D C B A O NOTE LEGEND I LINE Or FINISHED FLOOR .1 LINE OF ROOF. %=6 5 1-1/2 ALUMINUM SCREED WITH ALUMINUM MILL FINISH. TYPICAL SEE DETAIL lb/AIS.O. 4 2' X 6' OFFSET ALUMINUM STOREFRONT WITH MANUFACTURERS FINISH. SEE EXTERIOR FINISH SC+iEDULE. lg,-B* ®�� 5 TINTED SLAZINS.(T)DENOTES TEMPERED GLAZING. SEE LA KE Cf IEV $T.O.P. EXTERIOR FINISH SCHEDULE Axx STEEL CANOPY.PAINT.SEE DETAIL I/AI4.0,EXTERIOR /7'\ FINISH SCHEDULE,STRJCT.RAI-DRAWINGS. 13. 12*-0* 6, ALUMINUM STOREFRONT DOOR STOREFRONT WITH $SOFFIT b MANUFACTURERS FINISH. DENOTES TEMPERED GLAZING.SEE POOR,EXTERIOR FINISH SCHEDULE 7 15 HOLLOW METAL DOOR AND fRk-oE.PAINT PROCESS'EMS". SEE DOOR EXTERIOR FINISH SCHEDULE. T HT T IR COILING DOOR WITH MANUFACTURERS CUSTOM COLOR SEE E: DOOR EXTERIOR FINISH SCHEDULE. 0. T -IIIJ�-T T T T 7 — I T1 0* 10 EXTERIOR PLASTER WITH LIGHT SAND FINISH. PAINT. F CONTRACTOR SEE ELECTRICAL PRMIN95. 4F ------ SEE EXTERIOR FINISH SCHEDULE. 11 SW AGE. SUPPLIED BY O"93F, INSTALLED BY 12 CONTINUOUS SURFAC CE MOUNTED LIGHTING STRIP. SEE 5ALES BU I LD I Nry NORTH ELEVATION ELECTRICAL DRANNSS SCALE 1/8" '-0" Is TERMINATION OF ROOF AND OVERFLOA DRAIN LINES AT 0 5 10 20 &RADE.SEE ROOF PLAN,PLUMBINS DRANNSS. COLOR TO BACKGROUND. TEXT TO BE VISIBLE AND 1-159,1151-rz TO STREET. 15 PARAPET WITH SHEET METAL GAP. FAINT TO MATCH ADJACENT EXTERIOR PLASTER.SEE DETAIL NOTED. 918. 21 S 15 16 EXTERIOR PLASTER SOFFIT. PAINT. SEE EXTERIOR FINISH SCHEDULE,REFLECTED CEILING PLAN, DETAIL IWAISO. $T.O.P. 20 3 'T EXTERIOR PLASTERSUSPENDEP CEILING AT DRIVE-THRU CANOPY.SEE REFLECTED CEILING PLAN. Lu LAKE �JLETSERVICEIIR ALUMIWIM SLIVINS DOOR WITH TEMPERED SLAZIN& ISEE DOM SCHEDULE. SOFFR -- 1 F 0 0`0 - 1 20 DASH®LINE!INDICATES ALUMINUM STOREFRONT AT CLEAR --- STORY.SEE BUILDING SECTIONS,NOTE*4 4 S. L--J L­ L--J L J co 21 PAINTED GUARDRAIL 42'ABOVE FINISHED SURFACE. cx Q 23 23 \Z;/ WALL 1-� LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 25 6'-0' HIGH ROLLINS VOWWW IRON GATE AND ADJACENT SWINGING WROUGHT IRON GATE IN CONCRETE PATH. SEE DETAILS 12 * IS/AIO. PAINT. PROVIDE LOCA<INS c" T T DEVICE. T 24 CANOPY ROOF.SEE ROOF PLAN DRAWINGS.. =2 L-+ f7ITTT TFT 0. 25 EXTERIOR LleHr FIXTURE.SEE M.MTRIGAL DRAWINGS < 26 SHEET METAL OVERFLOW SCUPPER. PAINT TO MATCH ADJACENT EXTERIOR PLASTER. a. ALL M-EVATIONSARE BASED ONA55UMEDFINISH FLOOR ELEVATION OF 0'-0" ATSHOVOROOKIPARTS, BUILDINS. SALES BUILDING EAST ELEVATIONoQ REPER TO CIVIL DRAMNSS. 5,--ALE 116" V-0" 11 L 0 5 10 20 A E ns 613.h T T.O.P. T.O.P. 0 psi z O \v/ 25 17 12- 13. 13. I II T _ SALE5 BUILDING SOUTH ELEVATION 0 5 '0 20 :5 City Of Lake Elsinore phmtng Div*iO-APPwv2l pI 4 20 11. , T.O.P. Appo�.d By: 25'-0' T.O.P. LAKE vR6LET *-8'. a. -rL 1 9 � #.. ---I ' I F T.O.P. M u') L I L--� --1 L--J 12- 0 w :11 fj cc U) SOFFIT 13.0 0 EXTERIOR FINISH SCHEDULE Z PI PAINTED PLASTER,WHITE. ui CO P2 ACZENT BANDSI61NA(SE,BIJLr- Lu PS PAINTED PRECISION CONCRETE BLOCK WALL,SCREEN 8 lid WALLS.MITE. Lu it r 0.o 0 T T TF ---AJ 41, P4 PAINTED 5HBEr METAL CAP,WrTBR5,VOJ*r,-OJTS.WHITE. P5 ALUMINUM STOREFRONT,HWU&HT IRON FENCIMS,HOLLOA CL —1 < METAL FRAMES DOORS EXPOSM STRUCTURAL COLUMNS, Sheet No. Pb GLASS.1/4'TINT. PT SPLIT-eACE CONCARETE BLOCr- 5ALES BUILDINGWEST ELEVATION Ile 61 PRECISION COW-R-Mm BLOCK A5.1 SCALE Va" : 1'-0" 0 5 10 20 Pa INDIVIDUALLY MOUNTED INTERNALLY ILLUMINATED LETTERS. 46'HI&H. O NOTE LEGEND I LIME OF ROOF.SEE ROOF PLAN. ' o Z ADJACENT PAVING.SEE SITE PLAN,CIVIL DRAWINGS. M L K J I H s ry 5 ADJACENT CONCRETE MASONRY SCREEN WALL WITH CONCRETE MASONRY SPLIT FADE BASE AND TOP GAP.SEE SITE PLAN. J 4 CONCRETE MASONRY SPLIT FACE BLOCK AT BUILDIN&BASE. 4 11. Vj S TOP OF PARAPET WITH SHEET METAL GAP.SEE DETAIL NOTED. 9 g 9 3 f b CONCRETE MASONRY WALL WITH PAINTED FINISH.SEE EXTERIOR 1{1 FINISH SCHEDULE. $ 28•_8• $ T.O.P. .ti b 0MMtRCIAL DOOR'EXTERIOR FINISH MANUFACTURERS E. COILING DOOR WITH MANUFACTURERS CUSTOM COLOR.SEE DOOR EXTERIOR FINISH SCHEDULE. n R 516NAbE. SUPPLIED BY OWNER,INSTALLED BY CONTRACTOR SEE ELECTRICAL DRAWING5. 10 CONCRETE MASONRY CONTROL JOINT. II HOLLOW METAL WINDOW FRAME WITH ATINTED SLAZIN6. PAINT PROCESS'EM'S, SEE EXTERIOR FINISH SCHEDULE. IZ EXTERIOR PLASTER GEILIN6.SEE DETAIL NOTED. 8 io 15 EXTERIOR L16HT FIXTURE.SEE ELECTRICAL DRAWIN65. 14 EXPANSION JOINT.SEE DETAIL Ib/A11.0. ALL ELEVATIONS ARE BASED ON ASSUMED FINISH FLOOR s N ELEVATION OP 0'-0'AT EHOWROOMiPARTS BUILDING.REFER TO 6 1 1 1 1 n CIVIL DRAwIN65. .' 3 10 ♦ 11 T Z Q J F ob 12. H N W a U a s m 0 m r J H Z W � n —m F- 16 (n m _�♦ 11. T.O.P. fn t o m 13.. g 12 13 2 so i W 1 U 2 0 CANOPY VN I s N o 2 � o go 1� 10 7 3 8 14 a a: c U U ---OOOFEEF))) o 0 s SERVICE BUILDING — NORTH ELEVA7I ON SCALE 1/6" 1'-0" n s 9 O 5 10 20 a 14 13 12 11 10 e e 10 11. s 10 CItY Of lake Elsinore s Planning Division A E e pprovai a -- 13 12. !n b N O a: 0 � U Q EXTERIOR E I NI SH 50HEDULE Z € - PZ u PI PAINTED PLASTER,WHITE. J 3w ACCENT BAND 916NA6E.BLUE. Q 4 @ PS PAINTED PRECISION CONCRETE BLOCK WALL,SCREEN id U y. A WALLS.WHITE. W O H P4 PAINTED SHffT METAL GAP,GUTTERS,DOWNSPOUTS.MITE. Y C PS METAL F STOREFRONT, D0 5 EXP�I 55TTRNUCT�URIALL'�. �i Q SERV I GE BUILDING —EAST ELEVATION WHITE. Shas1 No. 2 SCALE 1/5" I'-O" a O 5 10 20 Pb 6LA55. 1/4'TINT. c 3 PT BPLITfAGE CONCRETE BLOCK A5.2 o � Pa b'PRECISION CONCRETE BLOCK. t� P9 INDIVIDUALLY THOl1lHTED INTETRNALLY ILLUMINATED LETTERS. 48'HIGH. -- tied... :.: ... .: .: ..' ....: .., .. ... O NOTE LEGEND 79 I LIPS OF ROOF.SEE ROOF PLAN. 2 ADJACENT PAVIN6.SM 5ITE PLAN,CIVIL DRAWINGS. a s` B ADJACENT CONCRETE MASONRY SCREEN WALL WITH CONCRETE MASONRY SPLIT FADE 5A5E AND TOP GAP.SEE SITE PLAN. H I J K L M 4 C.ONGRETE MASONRY SPLIT FACE BLOCK AT BUILDING BASE. I� 3 � O 5 TOP OF PARAPET WITH SHEET METAL GAP.SEE DETAIL NOTED. G CONCRETE MASONRY WALL WITH PAINTED FINI5H.51SE EXTERIOR $ I W 71. 10 S 10 7 FHOLL.O DOOR AND FRAME.PAINT PROCE55,'E W. 5EE t�l DOOR,EXTERIOR FINISH SCHEDULE. 5t 28•-6•� 0 COILING DOOR WITH MANIFAGTURERS 0U5TOM COLOR SM DOOR T.O.P. EXTERIOR FINISH SCHEDULE. 4 A 51GNA6E. SUPPLIED BY O1NVt,INSTALLED BY CONTRACTOR a 7. 5�!'1EGTRIGAL 17RAWIN65. 1 '0 10 CONCRETE MASONRY CONTROL JOINT. � ' I iv II SUPENDFD STD CANOPY.PAINT.5�17ETAIL I/AI4.0. ___—_—_—_ _ I2 PARAPET BEYOND. 5 - IS EXTERIOR LIGHT FIXT,IRE.SEE ELECTRICAL DRAWIN65. 12. 3 ALL A WA FON5 ARE 5A5EV ON�A55WW L9iN6R FLOOR L o o CIVIL DRAWINGS. I � 11g1 1IQ B 7 9 4 8 10. fIN A B C D E F G w C N > w t-- LLL�1L a rA A a o � I o 13 w •`oA p P.• N m =_�+ 3 T.O. O 01 + .�.o sA B a /ter ro 0 W 9 S e 7 4 J. 12 7 e Q S N M a � Q O O SERV I GE BUILDING — SOUTH ELEVATION < aZy o 3 W 1�OUCJ SCALE 1/5" : I'-O" 0 5 0 20 JW C O �$ O 9 g o N 8 9 8 9 10 14 b � ~ �� 3 S 12 i T.O.P.• TAB C VROLET 9 13 b 13. I •-8. ftll ljnOf eke Elsinore / CAN OP 8�vLs'on Approval p� Mlprovea gr: 0 Cj �ntr 3a A -- -- a D 1 b �F° O w q: � U g U 0 EXTERIOR FINISH SCHEDULE Z of Lu I oPI PAINTED PLASTER,MITF_ 'w 5 P2 AGGBtT BAND 916NA6E,BLUE. `/Q) W o f PB PAINTED PRELI5ION TE CONCRE BLDGK WALL,SGREM Q uj V id WALLS MITE 0 o_ .o P4 PAINTED 9FEET METAL GAP,GUTTERS,DOWNSPOUTS,WHITE. JE '' T ' • ^. METAL DOOR SERVICE a BUILDING — 1NE5T ELEVATION MIS Sheet No. L SCALE I/8" : I'-O" P6 6LA55, I/a•nNT. a 0 5 10 20 P7 SPLIT-FACE CONCRETE BLOCK 1-8 6'PRECISION CONCRETE BLOCK- A5.3 P9 INDIVIDUALLY MOUNTED INTERNALLY ILLUMINATED LETTERS. 4D'HIGH. - O NOTE LEGEND I H G F.3 F E D.5 D C B A 1 I/ROOFIFNb To OVER CRICKET.SLOPE MINIMUM NOTE 05. 2 PARAPET WITH SHEET METAL GAP.SEE DETAIL s NOTED. 9 Gt.P59'B"MODIFIED BITIM RO IEN ORINB OVER 17. ROOF SHE HINS SLOPE MINIMUM 1/4'. FOOT.SEE SPEGI T 8 2S S 18 2 3 S 23 4 MODIFIED BIT I12 N ROOPIN&OVER SHEATHINS, DIAGONAL BRACING/CRICKET JOISTS.SEE STRUCTURAL DRAWINGS. 79 -- �� - - - - - - - 5 '1/8'EXTERIOR PLASTER. - - - - - - - - - - - - +28-b•-.-�-� --•1 ------'- - - - - - -. - - -. -. - -.-.-.-.- T.O.P. -._ -.-._. _ 3 I I /- 11. - b R-IS INSULATION. I I 19'-8' I I 1 T FINISH,INSULATION,SEE WALL TT'PM.INO NTH 1/6' PLASTER EXTERIOR � T.O.P. i1/4' PER Fr. I I 1/4' PER FT.� 1 _�' / 8 STEEL GOWMN.SEE STRUCTURAL_DRAWINGS. S S CLEARSTORY I 4 CONCRETE FLOOR SLAB.SEE STRUCTURAL DRAWIN&S. 10 CONCRETE FOOTIN6.SEE STRUCTURAL DRAWI1,165. soFFrr I I II PLYWOOD FLOOR SHEATHING OVER FLOOR 57RUGTURE 13 19 1e 9 t AT 5TORASE PARTS.SEE STRUCTURAL DRAWINGS. t1• 12 ADJACENT PAVANS.SEE SITE PLAN,CIVIL I I DRAWIN&S. 12 I to 5H0 I LOBBY I 9 15 ROOF STRUCTURE SEE 57RUCTIRAL DRAWIN65. I I 14 5/8'TYPE'X"bYPSI1M BOARD FINISH.SEE g, I 1 INTERIOR FIN15H SCHEDULE. ---__ A6.3 ---- ?2 10 16 INTERIOR ALUMINUM STOREFRONTSEE WITH 3 MANUFACTURERS FINISH.SEE FLOOR PLAN DRAWINbS. Ib EXTERIOR ALUMINUM STOREFRONT WITH FINISHI , MKIMOR ELEVATIONS. UI LD I N(5 SECTION IT STRUCTUIRAL BEAM.SEE SMICTJRAL DRAWINGS SCALE /8" I'-O" A8 SIUSPETIDED ACOUSTIC CEILING.SEE REFLECT V CEILING PLANS,ROOM FINISH SGFEDULE,DETAIL O 5 10 20 14AI5.0. 14 R-191NSV-ATIOK a) W 20 SOFFIT FRAMING. F-- 21 PARAPET BEYOND. Q 22 R-I5 INSULATION. 0 I H G F.3 F E D.5 D C B A 25 I�1a�d�6HT CONCRETE AT SECOND FLOOR N w 24 MECHANICAL EOUIPWNT.SEE t-E HANICAL DRAWINGS. Q p 25 BUILT-UP ROOFING TO ALIGN 1'8T4 H16H WINDOW SILL AT CLEAR STORY. u 11 Z R e 21 _2 3 19 17 S � e ��� ' \ �� I I � v • «�• I ,1/4' PER FT. 1/4'PER Fr., by 19'-8' a .T.O.P. 11. SLOE �{ T --- 1/4'PER Fr �z Msodo 14 to i CONFERENCE i `J . ROOF WBJ. .� `. I I a a �— — — — — — — - - _ I o� 2O e ? -1 / I I stP b 1e 1 I 1e 1 i / 9 SALES CUSTOMER ITIN6 RECEPTION I I o g F�OFO l 1 g o Ll 10 ---------------� o 13. Z 10 ° U I LD I NG SECTION 0 0 5 10 20 ii o 2f 9 H G F.3 F E D.5 D C B A a �g g� . go� 24 21 13 19 3 2 13 11. , T.O.P.• a I ----- I ,1/4' PER FT. 1/4'PER FT., i i I 1 I 1e 23 e e e 00#49m DECK OWNERS OFil10E ST. PARTS 11 �• F.D. a Lu10 1/ .yb I 1 14 { I I e RESTROOh1 RETAIL PARTS PARTS STORAGE 9 12 O V 0 CO � Z i o oW d Y p m. UI ��I. G SECTION a J a E G SCALE -7 c O 5 1 00 20 a Sheet No. 0 w � A6.0 ---------------- -------- -Z 0 NOTE LEGEND I ROOFING OVER PLYWOOD CRICKET.SLOPE MINIHJM 1/4'.FOOT.Q`r NOTE 05. 2 PARAPET WITH SHEET METAL CAP.SEE DETAIL NOTED. 5 CLASS'IS'MODIFIED BITUMEN ROOFING OVER PLYWOODROOF SHEATHING.SLOPE MINJMJM 1/4, 11. s FOOT.SEE SPECIFICATIONS.. rrG 4 MODIFIED 511LIMIEN ROOFING OVER SHEATHING, +IT 050. DIAGONAL BRACING/CRICKET-JOISTS.SEE STRY-1URAL DRAMN&5. a u a 5 '?/&'EXTERIOR PLASTER. 6 R-15 IN5LLATION. 1 2 X STUD FRAMING ATH 1/6" PLASTER EXTERIOR PARTS MEZZANINE I T.O.P.- FINISH,INSULATION.SEE MALL TYPES. a STEEL COLUMN.SEE STRUCTURAL DRAWINGS.ROOF YELL Iq CONCRETE FLOOR SLAB.SEE STRUCTURAL DRAWINGS. I Vy I mml 2'-Q'. I 1 10 CONCRETE FOOTING.SEE STRUCTURAL OPLAKIN&S. 11 PLYWOOD FLOOR SHEATHING OVER FLOOR STRUCTURE AT STORA6E I-AIM.SEE 57IRV-TURAL DRAWINGS. 12 ADJACENT PAVING.SEE SITE PLAN,CAVIL DRAKN65. PARTS S I 0RA6E 5 ROOF STRUCTURE.SEE STRUCTURAL DRAWINGS. �4 5/8'TYPE W SYP5W BOARD FINISH.SEE u- INTMOR FINISH SCHEDULE. 15 INTERIOR AUJMII4,M STOREFRONT WITH MANLIFACTLIRERS FINISH.SEE FLOOR PLAN DRAWINGS. 16 EXTERIOR ALUMINUM STOREFRONT WITH MAN)FACTARL-R5 FIN15H'SEE FLOOR PLAN DRAWINGS,, EXTERIOR ELEVATIONS. IT STRUCTURAL BEAM.SEE STRUCTURAL DRAMINGS, '710 18 SUSPENDED ACOUSTIC,CANLIN6.SEE REFLECTED �UILPIN& SECTION CEILINS PLANS,ROOM FINISH 5CHECULE,DETAIL SCALE Va" 1'-0" 0 5 10 2 14AIS.O.20 14 R-Iq INWLATION. 20 SOFFIT FRAMIN& uj 21 PARAPET BEYOND. 10 9 22 BUILT-W ROOFING TO ALIGN WITH HIGH WINDOW 4L> SILL AT CLEAR STORY. 25 1-1/2'L16W VV16HT CONCRETE AT SECOND FLOOR OFFICE SPACES. 24 Ml5C+tANICAL EQUIPMENT.SEE MECHANICAL DRAKN65. < 21 2 3 25 CONCRETE MASONRY KALL. on .0 26 WSPENIVED EXTERIOR PLASTER CaLl".SEE DETAIL cc,; ISIAdLO LU 1/4- PER r. 1 w a a a-s cc STORAGE TRAINNINS, CONFEREWE CLEAR STORY I 1 SOFFIT yi 1 3'Ro.IF \4/ 1 V, 1 v I \V ��12 DRIVE THRIJ CANOPY TECH PARTS HOVIROOM Li RETAIL PARTS _ G S I) L i L----i ——————————— & WV 5 8 -\RUILDIN& SECTION .2 5,-ALE 116" 1'-0" 0 5 10 20 A? r3"\ 6 SLOPE 1/4'. \V0 I W- '1 84 rr--7 91-01 T.O.P. F.F. A3'-O* STORAGE F.F. IREST OFFICE 2 3: 0 10 12 DRIVE THRIJ CANOPY saw TER! to 0•-0 Ca rpiTE" sm"Ca m YOAITIN6 5HOVORDOM D F.F. 0 L----J L----J 0 E: ----------- Z w Cl) CO) W id uj a: 0 UILDIN,5 SECTION r SCALE 116" 1'-0" Sheet No. 0 5 10 20 v A6.1 O NOTE LEGEND _9 I CLASS'B•MODIPIED BITUMEN ROOFING OVER PLYWOOD ROOF SHEATHN6.SLOPE MINIMUM 1/4". FOOT.515E SPECIFICATIONS. M L K J I H j I 2 STEEL COLUMN.SEE STiUGTIRAL DRAWIN65. IH 5 CONCRETE FLOOR SLAB.SEE STRUCTURAL DRAWINGS. _ 4 CONCRETE FOOTING.SEE STRUCTURAL DRAWINGS. x 12 10 1 12 13 1. 1 1 t I 5 ADJACENT PAVING.SEB SITE PLAN,CIVIL /71� DRAWINGS. 1L 8 �^ ^� I 6 ROOF 9TtlJGTJRE.SEE STQUGTJRAL DRAWINGS. $ �28'-6' I 26'-6'0 T.O.P. SLOPE I/4:FT. /— 1 /SLOPE /SLOPE I/4:FT. I I T.O.P. 7 INTERIOR TYPE FINISH bYPSUP4 BOARD FINISH.SEE d I INTERIOR FINISH 5G44E3XULE. 8 STRUCTURAL BEAM.SEE STZUGTIRAL DRAWINGS 9 R-19 INSULATION. a a e ii ii ii I T.O.S. 10 PARAPET BEYOND. V II MECHANICAL EQUIPMENT.SEE MECHANICAL MAKIN". T 12 CONCRETE MASONRY WALL WITH SHEET METAL GAP. IS GOILIN6 DOOR,HOUSING ABOVE.SEE FLOOR PLAN I I I DRAWINGS. I14 GATGH BASIN.SM PLUMBING DRAWINGS. s SERVICE BAY 3 \ SERVICE BAY \ 3 SERVICE BAY I4�1 OM 15 CONTINUOUS TRENCH DRAIN AT SERVICE BAYS.SEE � SLOPE� � i SLOPE � i SLOPE I I PLUMBING DRAWINGS. s I I 13 14 14 4 I S �WJ uj g VIF- rA PARTIAL SECTION SERVICE BU I LD I N6 EAST—SERVICE BAY 0 5 10 20 V O a N a) Q o 0 eo og e a C LU B A W co Z cc a � S 12 13 11. 1 11. $1M. 1Z 13 12 1 13 ,q00 SLOPE 1/4:FT. /— , iSLOPE SLOPES iSLOPE I i � I I n^ g 2 2 3 Q o I 3 I c II I Z SERVICE BAY SERVICE BAY SERVICE BAY SMWICE BAY SERVICE BAY I I d .0PE i SLOPE SLOPE S OPE i SLOPE I U ¢Socicg I� 13 14 4 14 15 14 ——— ———— � c O g N 1= P RTI L SECTION SERVICE BU I LD I N6 NEST—SERVICE BAY "a SCALE I/8" 1'-O" O 5 10 20 �p 10 11 12 13 14 2 4 11. b'd 12 10 1 11. /-� a T.O.P. \ % s 9 6 C) F� W Q b ICE 3 STORAGE O V z � $ 0 Z � J a U I LD I N6 SECTION Q W a SCALE 1/8" 1'-0" O 5 10 20 Q Q 5 8 Shmt 0 o. a � A6.2 1 1 _ _ z J - O NOTE LEGEND I BEAM.SEE STRI47UQAL DRAWINGS. v / \ x 2 f _ _ _ 2 PARAPET WITH 5HEET METAL OAP.SEE DETAIL _ _ _ _ _ _ _ _ - NOTED. - - -.-.- -.-.-.-._.-._. _ .-. 5 GLASS'S'MODIFIED 5ITJMEN ROOFING OVER '_0• PLYWOOD ROOF SHEATHING.SLOPE MINIMUM 1/4", 1/4'PER FT.,. T.O.P. FOOT.SEE SPECIFICATIONS. - � 8 4 TILE OVER OVER SETTING BED.SLOPE TO DRAIN. a „I 5 1/5"EXTERIOR PLASTER. b R-IS INSULATION. 17. 7 2 X STUD FRAMING WITi 1/5'PLASTER EXTERIOR FINISH.SEE WALL TYPES. 5 5 SOFFIT FRAMING. 4 CONCRETE FLOOR SLAB.SEE 51744TLWAL DRAWINGS. 11. 10 CONCRETE FOOTING.SEE STRUCTURAL DRAWING5. � \ - - II ROOFINb OVER I-I/2'LIGHT WEIGHT CONCRETE OVER PLYWOOD FLOOR SHEATHING,FLOOR FRAMING.SLOPE MINIMUM 1/4'�FT.TO DRAIN. 12 ADJACENT PAVING.SEE SITE FLAN,CIVIL 23 11 DRAWINGS. $ _ ROOF YELL 14 - 15 ROOF STRUCTURE.SEE STRUCTURAL DRAWINGS. .� 1/4'PER Fi_, 14 5/5"TYPE'X'GYP"BOARD FINISH.SEE _ '-0• 13'-0• INTERIOR FINISH SCHEDULE. CLEARSTORY �� 2ND. FI12. - 15 INTERIOR ALUMINUM STOREFRONT WIT+ MANUFAGTIRERS FINISH.5EE FLOOR PLAN DRAWINGS. Ib EXTERIOR ALUMINUM STOREFRONT WITH 5 MANUFACTURERS FINISH.SEE FLOOR PLAN DRAWINGS, EXTERIOR ELEVATIONS. 50FFIT 5TRU TURAL BEAM.SEE STRUCTURAL DRAWING5 SOFFlT IH 5U5FENDED ACOUSTIC CEILING.SEE REFLECTED 8 CEILING PLANS,ROOM FINISH SCHEDULE,DETAIL 14AI5A. 14 R-I4 INSULATION. N 20 BUILT-UP ROOFING TO ALIGN WIT#HIGH WINDOW W a SILL AT CLEAR STORY. F- � � Q o o _ . 21 PARAPET BEYOND. V 22 R-13 INSULATION. 0 N 25 1-1/2'LIGHT PEIGHT CONCRETE AT SECOND FLOM s OFFICE SPACES. Q w 0 LOBBY SALES 9 - 24 MECHANICAL EQUIPMENT.SEE MECHANICAL DRAWINGS. v a Z R e N • • o O 8 10 Q ` 4 O O ,C C OC < 4 _z a>� /4LL SECTION �JNALL SECTION N etid 3 SCALE 3/5" I'-O" \ /SCALE 3/6" 1'-0" A 24 21 3 jp� U 11. 11. S>y 42 0 T.O. . \ / T.O.P.,----------------- a 0 n n a I � U X 11 2 1 25.- T.O.P. u N a I I 1/4•PER Fr_ a I I IT ROOF WELL 12 2J }t I OWNERS DECK 4 OFFICE SIM. o a n e s n s If 1 C o b 18 1 1J. G O � i p n O 0 O �� 1n 14 13. ^•' i LL O p � b W 12 < 9 F 9 1 NALL 9 SALES \ / I.L O V N ,z Z Of o'-o• O.A._ F.F. / F.F.$ � co i Q W 0 s ,O I id 0 ,J. Q W 10 10 Q Q 5 s a. —1 a ° ALL 5ECTION ALL SECTION Shea, N°. 4 SCALE 3/5" : 1'-0" SCALE 5/all : 1'-0" ex A6.3 H 10 3 L O NOTE LEGEND I DIAGONAL SUSPENDED PIPE SUPPORT.PAINT. 2 PARAPET YUTH SHEET METAL GAP.SEE DETAIL 3 2 4 NOTED. a 11 2a'-6�� S PLYWOOD•MODIFIED 5Inft-lEN ROOF 5HEATHI SLOPE MIINNIMJJM 1/4'. T.O.P. FOOT.SEE SPELIFIGA710K5. $ I I 4 STEEL TUBULAR 9TRUGTIRE AT SUSPENDED CANOPY.PAINT.SEE STRUCTURAL DRAMN65. /1/4" PER FT. I I _ I 5 'i/b'EXTERIOR PIASTER. 3 I I 11. 6 METAL DECKING.SLOPE TO DRAIN. ` 3 'I CONCRETE MA50NRY WALL PAINT.5E=5TRUGTJRAL N 1/4"PER Fr, 5 SOFFIT FRAMING. iii111 I 17 9 CONCRETE FLOOR SLAB.SEE 5TRLk TIRAL DRAYUNG5. � I I 10 CUNGRETE FOOTING.SEE STRW-7LRAL DRAMN65. II II SUSPENDED ACOLSnr-CEILING.SEE DETAIL ' 11. I4/AIS.O. 1 I 12 ADJACENT PAVING.SEE 51TE PLAN,CIVIL 19-6"� DRAWINGS. T.O.P. i I 19 ROOF STRUGTJRE.SEE S7RUGT1RAL DRAYUN65. 2. I I I I 14 5/6'TYPE'X'GYP5UM BOARD FINISH.SEE .1 I I I I INTERIOR FINISH SCHEDULE. v 15 I I 15 SUSPENDED EXTERIOR PIASTER CEILING.5EE DETAIL \ I I5/AI IA. Ib EXTERIOR AL.IIMINUM STOREFRONT WITH 79 MANUFAGT/RER:a FINISH.SEE FLOOR PLAN DRAWIN65, EXTERIOR ELEVATIONS. 5TRU47JRAL BEAM.SEE STRUCTURAL DRAWIN55 Ib SUSPENDED ACOUSTIC.CEILING.SEE REFLECTED CEILING PLANS,ROOM FINISH 5GH®ULM DETAIL N 1 14AIS.0. 3Faj 7 \ / SOFFff A R-I9 INSULATION. 19 fA o 9 1J. Cl) 13. I n W F- Q_ 14 U 18 � O y M y ~ Q e LU o �• o 8 0 EE oif y o 3 •� o_ SERVI E$ Y 9 12 N y m ��� 9 9 SALES V ' �re \ � C e V d 10 10 il ro ?ALL SECTION r, WALL SECTION I ALL SECTION SCALE 3/8" 1'-0" o 2 o S n 3 Q o o z o z - 3 17 2 3 o 11. K S O D U � r.o.P. � c s a X 0 22�L�2R 3 m 5 3 2 AV 13 \ 10'-0' p 14. \ \ / e PER Fr. /•- \\ a \ Y 19 1C 10 S 14. 14. 15 11 H 12. / n{ €g 0w G 3 q Z uj 0 9 12 9 SALES12 (/) J 1 _ W �RVICE STORAbE SLAB 12 / \ Q Q °c Ep a J a c U Sheet No. D ,4 ALL SECTION 2 ALL SECTION A6G4 r~ SCALE 3/8" I'-O" SCALE 3/8" I'-O" - -_.> _, — 0 NOTE LEGEND Lj 1 2'-0" SUSPENDED ACOUSTIC TILE CEILING. TILES TO BE POSITIONED IN ROOM AS 5HOM. SEE DETAIL 14Ai5,O. 17 2 5/6'GYPSUM BOARD CEILIN&AT HEIGHT INDICATED.SEE INTERIOR FINISH SCHEDULE. 5 RErEe5ED DOML16HT. SEE ELECTRICAL DR.AHIN65. a 4 CONTINUOUS SOFFIT VENT.PAINT TO MATCH ADJACENT CEILINS. 5. 2' x RECESSED FLUORE5CZNTLI&4T FIXTURE. SEE Pq TR]CA-PRAHINS5. SUSPENDED FLUORESCENT LI&-rr FIXTURE. SEE r9=0 ELECTRICAL DRAAIN65. EXPOSED STRUCTURE ABOVE. 6 SUPPLY AIR DIFFUSER- SEE MECHANICAL DRANIN65. q RETURN AIR DIFFUSER, SEE W=OHANICAL VRAHIN65. SERVICE 10 EXHAUST PAN, SEE MECHANICAL DRAWINGS. 2 11 EXIT SIGN, EXIT DIRECTIONAL 516NA&E. SEE It GELECTRICAL DRAHIN&S. )A 12 SURFACE MOUNT FLUORESCENT L16+4T FIXTURE. SEE ELECTRICAL DRNNIN65. 5 5/81 61775UM BOARD SOFFIT AT HE16+fr INDICATED. 4 715' EXTERIOR PLASTER FINISH AT UNIX9;*IPE Or 1 mvic SOFFIT LEAT HEIGHT INDICATED.SEE EXTERIOR FINISH SWRIMAM I III I PART5 SCHEM . L L:.c 15 OPEN TO ABOVE.SEE SECOND FLOOR REFLECTED CEILING PLAN. -T-1Ib SUSPENDED EXTERIOR PLASTER CEILING. SEE DETAIL V40MENS 0 0 0 M, ARPARTS, -1AI STOR-A�&E I I I I IE it ............... 0 0 59)F'IT 9 LLJ &0 it j All MENS 1 L 2�0 rs-0i 0 0 0', ELECTRICAL to u I 2-77-- — --——— PARTS C45T47MIR P HC-e RAL 'S o NIGHT® c a NMI I -::a[- �gEl— — Eww v a - -- - :1-- —Num N�7�— o uj U)cf) 6m VIE"AE JANITOR AS --15 9mm�L— IT F+ 13 no MO-A 4 r EL I I xi cc -c 4 9-0 IT ------ - Opm TO I I IxI q-o ABOVE El Li 7 1 rin, ................... ICE 5TORL Ll Ko 1 1 —Z (94 9)n (131 ICE r= �TOI /13AA \6 o mxixm-R IX 9-0 TO dTK A - o Ir CEILING LEGEND z-- 2'X4'FLUORESCENT LIGHT FIXTURE S co 2'X2'FLUOR.E5,-'I5NT LIGHT FIXTURE El 14 r11 ■ 2'X2'FLUORESCENT LI&HT FIXTURE SUPPLY AIR DIFFUSER&RILL VN RETURN AIR DIFFUSER GRILL EXHAU5T GRILLE E 0 DOWN LIGHT 505PENDED LIGHT FIXTURE .121 5ULDINS 2 EIULDINS 2 c? PART B PART A D FIR5T FLOOR REFLECTED CEILIN6 PLAN - SALE5 BUILDING N 0 aw: 0 5CALE 1/5" 1'-0" Im 0 z Z INS I ui -Ifg ------ Lu 0 I<F-'T' PLAN 0- -1 < N.T.S. Sheat No. ATO 4 O NOTE LEGEND 1 2'-0' SUSPENDED AGOU5TC TILE CEILING. TILES TO BE POSITIONED IN ROOM AS SHOWN. SEE DETAIL H G F E D.5 p A 4AI9A. 2 5/6'GYPSUM BOARD COLIN&AT HEIGHT INDICATED.SEE INTERIOR FINISH SCHEDULE. a 9 RECESSED DOWNLI6HT. 5EE ELECTRICAL DRAWINGS. 4 2' x RECESSED FLUORESCENT LIGHT FIXTURE. SE: ELECTRICAL DRAWINSS. g 5 SUSPEND® M-UORBSCBNT LIGHT FIXTURE. SEE ELECTRICAL TRIGAL DRAWINGS. 6 EXPOSED STRUCTURE ABOVE. 1 SUPPLY AIR DIFFUSER_ SEE MECHANICAL DRAWINGS. r 6 RETURN AIR DIFFUSER!- SEE MECHANICAL DRAWING5. 9 EXHAUST FAN. 5EE MECHANICAL DRAWIN65. a 10 EXIT 51&N.5EE ELECTRICAL DRAWIN65. p`e 1 II SURFACE MOUNT FLUORESCENT LIGHT FIXTURE. SEE $ I ELECTRICAL DRAYUNG5. 12 1/8' EXTERIOR PLASTER FINISH AT UNDERSIDE OF .[ \� 9 SOFFIT AT HEIGHT INDICATED.SEE EXTERIOR FINISH SCHEDULE. 0 e 15 OPEN TO ABOVE.SE_SECOND FLOOR REFLECTED CEILING SUPPLIES 7 i TYP. 14 a TYP. PLAN. � 14 4k4' FWORESGETLf LIGHT FIXTURE. SEE ELECTRICAL . 9-0 R CA MAKINGS. I 15 EXTERIOR PLASTER C--I1-IN6 AT HEIGHT INDICATED. i y-0 1 WIDE PLASTER SCREED. MAINESS NAER_B S 9-0 _.—.—.—.—.—.—. y 3 1GITGHEN �/ W F • '�' TOILET TOILET mo eo -a MB PAR NINE 8 f-• V &-0 9-0 Q O Q Wo o .:. 9 ao 00 �s `a 1-13 9 4 ® •a Z Q• 2 11 M 7 1 — 7 m STAIR N t • .'.g Ccc °° o a Eu Wrl ROOF s rN h� o 0 I s RSTOR� � � o_ <o o ° •—•—•—•—•—•—•— ---•— —•—•——•—•—•—•------ Z ► A I � o� s a CEILING LEGEND � m ■ 4'X4'FLUORESCENT LIGHT FIXTURE WW m 9 W 2'X4'FLUORESCENT LIGHT FIXTURE N I 9 5 — i 2'X2' FLUORESCENT LIGHT FIXTURE m I I 1 SUPPLY AIR DIFFUSER GRILL I I I s« I I I I RETURN AIR DIFFUSER&RILL � I I a ® EXHAUST 6RI LLE I H G F E D B A O DOWN LIGHT � Y Y 9 SUSPENDED LIGHT FIXTURE a ¢I BUP�I B2 BUULDIN A2 O g b SECOND GE I FLOOR REELECTED L I NO PLAN — 5ALE5 BUILDING N O w � h 0U 3 SCALE I/8" I'-o" 0 5 10 20 �R v Z Lu IN61 0 Q W id Y KEY PLAN a -j a q N.T.S. Sheet No. 0 A7.1 ___ u H G.5 G F r E.5 E D C B A I I Im I $ < I I I I I I I I a a 14 n I OL ROOM ® 4 I 4 4 10 USED OIL t s 3 13 s 2 11 6 ❑ ❑ L 4 MEN� 13 II woMEN w F- 12 Q 2 2 2 2ZE T 2 U N 7 TYPO— YP 7 Q o O A 13 T TYP 70 El z �— e 1 a ,IJ cn REDe ca 2 14 CA t Q m Crp 1 1 O .m m i CC -c Q O v r ro 0 O J aq ytyb, R�� 4 ILiom T'a a o 1 0 o HOG r(F3 F \E/ D.5 D C B A o ma x 9 b�yy M s PARTIAL REFLECTED GE I L I NG FLAN—SERV I OE BUILDING WEST—SERVICE BAY N s SCALE /8" I'-O" 0 5 10 20 a« O NOTE LEGEND g s I EXPANSIOIL"JEI5MIC JOINT BETYIEEN 5UILDING5. SEE 8 FLOOR PLAN DRAWINGS. b 7 OPEN TO ROOF STRUCTURE ABOVE 5 EXTERIOR PLA5T M SOFFIT.SEE EXTERIOR ELEVATIONS. 3 p 4 ROLL-DOMPI 55CORITY GRILLE. SEE FLOOR PLAN BULDING 2 o $ DRAWINGS. INS 2 PART B PART A r 5 5/4'ALUMINUM SCREED.SEE SALES BUILDING REFLECTED Q � CEILING PLAN. a I � �.. 6 STRUCTURAL BEAM.SEE STRUCTURAL DRAWINGS. � � OQ e y � 'I SHEET METAL GUTTER SEE EXTERIOR ELEVATIONS. BULDIN6 1 � U LIG FIXTURE.SEE ELECTRICAL TRIGAL DRANGS. /R O HT i V g 9 GYPSUM BOARD SOFFIT/CEILING AT HEIGHT INDICATED. L--'- ----'J 10 SUSPENDED FLUORESCENT LIGHT FIXTURE. SEE r^ J O ELECTRICAL DRAWINGS y! Q. II 04/AISA ACOUSTIC.TILE CEILING.TILES TO J' BE POSITIONED IN ROOM AS SHOAK SEE DETAIL a W 1:112 SUSPENDED EXTERIOR PLASTER CEILING. SEE DETAIL Q ` 15/All. J KEY PLAN 15 EXHAUSTSE FAN. E MECHANICAL DRAWINGS. a. J Q o 14 SUPPLY AIR DIFFUSER SEE MECHANICALRAW DING5. N.T.S. Sheet No. t 15 RETURN AIR DIFFUSER.SEE MECHANICAL DRAWINGS. A7.2 a 16 UNDERSIDE OF SUSPENDED CANOPY. SEE EXTERIOR m � ELEVATIONS. 4= M L K J I H O NOTE LEGEND 5 W Iry Q I OPEN TO ROOF STRICTURE ABOVE. Z 12 ROLL-DOWN SECURITY GRILLE. SEE FLOOR PLAN J I DRAWINGS. s 9 STRUCTURAL MAM.SEE STRUCTURAL DRAWINGS. F 4 LIGHT FIXTURE.SEE ELECTRICAL DRAWING5. g ^ I 5 5U5FEND14 ED FLUORESCENT LIGHT FIXTURE. SEE ElS-ITRIGAL DRAWINGS DETAIL WARRANTY SERVICE 6 EXHAUST FAN.SEE MECHANICAL DRAWINGS. SU®I E5 ST RA ST RA u I 'I SHEET METAL SUTTER.SEE EXTERIOR ELEVATIONS. _ 2 a r� Z 1 � 13 g I y W F- �\ , i Q O N a0 ® o e ot1 v o `� rr o_ Z s r Lu i+I 7 TYP 7 ^�fYP. TYP 7 U) 7 2.A t O r B y t e e ZJZ 11 Q � e c rim CC a b)ti s 2 13 El _ J s o o 0 M g 10 QO O Z O Z O— � �80N 9 u N 9 M m s PARTIAL REPLEOTED OE I L I NCG PLAN—SERV I OE BUILDING EAST—SERV I OE BAY N SCALE 115" V-O" O 5 to 20 �M CD INS XX b N 9 b Cal 2 PART B � AP 2 ART A f^� GI g 1.�.. 4 0 w G � f/=CYI U Z �� BULDINb 1 O ---- Lu CO m QQ w id <EY PLAN o C. S N.T.5. (L J Q c n Sheet No. 0 A7.3 .:- �,���-� �. ���� . n�. •.:� �.,�, .�.�..�_�:n. _- „�,�,..�..s .�--n�.,�- :,;�,� -.� ter, ..-..--�;.�- �7--,. „�;,�. . .� ��-�,�--�r .. DOOR SCHEDULE DOOR SCHEDULE SIZE DETAIL FRAME 51ZE DETAIL FRAME DOOR MOUNTED 51Gx, GENERAL NOTES CENTERED ON DOOR O Q J p Q J I. DOOR HARDWARE, WALL MOUNTED SIGN WITH O Q O Q RAISED LETTERS LOCATED Z Z I w ADJACENT To STRIKE 51DE OF A. ALL DOOR A LATCHES SHALL BE LEVER TYPE AND ILIA Q/ * � * � � � J lU DOOR SHALL BE LOCATED 36"ABOVE FINISH FLOOR m (p W (p N 9 m (��y w (��J N s O Qiu.. Q lL F- m lL IL O z O ~ q N IL F- � lL.Q O z B. DooR HARDWARE SEMI.NOT REWIRE MORE THAN ab O Q Q Z Q Q Q r IU O Q I�I Z Q d Z Q Q Q} tU _ _ LB5.OF PRESSURE TO OPERATE EXTERIOR DOOR,A NO 8 Q F- 2 1L 2 1 x u- 2 N � 2 1- V li) REMARKS Q 1 IL 2 F- I 1L f U1 J 1 F li 0 REMARKS MORE THAN 5 LEs.OF PRESSURE TO OPERATE INTERIOR DOORS. FIRE RATED DOORS MAY REG DIRE 15 LBS. OF 8 PRESSURE TO OPERATE.. PRESSURE TO OPERATE DOORS PART/51-IOWROOM-FIRST FLQOR PARTS/SHOWROOM-SECOND FLOOR SHALL BE MEASURED AT RIGHT AN6LES TO THE HINGED e 001 A 6'-0" 'T-O" MFR II/AI2 II/AI2 12/AI2 AL MFR P/P Y E 156 F 3'-0" T-O" EM6 6/AI2 6/AI2 -- AL MFR L Y IN DOORS. G. TiRE51HOLS7�MAY NOT BE MORE THAN I/2'HIGH AND a 101 B 8'-0' 7'-0" MFR I6/AI2 I6/AI2 12/AI2 AL MFR P/P Y E I5q G 15--0-15.-0" MFR Ib/AI2 Ib/AI2 10/AI2 AL MFR L N N EXPOSED MOM SHALL BE BEVELED,NTH A SLOPE NO GREATER THAN 45 DEGREES. MAXIMUM ALLOWED 51N6LE z 02 A b'-0" 1'-0" MFR Ib/AI2 I6/AI2 12/AI2 AL MFR P/P Y E 140 E 3'-O" 'T'-0" 5 't/AI2 'T/AI2 13/AI2 AL MFR L N N vEzncAL c+HAr16E IN ELEVATION SHALL BE 1/4'. $ 105 G 3'-0" 7'-0" MFR I6/AI2 1b/AI2 12/Al2 AL MFR P/P Y E 141 D 1 3'-0" 7'-0' 5 7/AI2 7/AI2 13/AI2 AL MFR L N N 0 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE IN51M WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOW1-ED6E OR 104 D Cl'-O" T-O" MFR -- -- -- AL MFR L N N 142 D 5'-0" 'T'-0 R" MFR -- -- -- AL MFR, L N N EFFORT. a 9. bLAZIN6 SHALL BE T'J-IPERED A5 FOLL OAS, 105 F 3'-0" 7'-0" EMS 5/Al2 5/AI2 4/AI2 HM EMS. L Y N 143 E 3'-0" 7'-0" 5 "I/AI2 7/AI2 13/AI2 AL MFR L N N 106 F 4'-0" 7'-0" EMS 5/AI2 5/Al2 4/AI2 HM EMS L A. GLAZING IN FIXED OR HENEAREST OPERABLE PANELS ADJACENT Y E 44 E 3'-O" 7'-0' S 7/AI2 7/AI2 13/AI2 AL MFR L N N SL ZI DOOR WHERE 2 NEAREST EXPOSED EDGE of THE bLAZIN6 IS WITHIN A 24'ARC OF EITHER VERTICAL WHERE 07 F 3'-0" T-O" EMS 5/Al2 5/AI2 4/AI2 HM EM6 L Y E 145 E 3'-0' T-0" 5 7/AI2 18/AI2 13/AI2 AL MFR L N EDGE OF THE DOOR IN A CLOSED P051TION AND N THE BOTTOM EXPOSED EDGE OF THE 6LAZIN5 15 1 E55 L 105 K 14'-0' 12'-0" MFR I/AI2 2/AI2 5/AI2 HM EM6 - N N 146 E 3'-0" 7'-0" 5 VA12 7/AI2 13/AI2 AL MFR L Y U THAN 60 ABOVE THE WALxINb SURFACE. B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE IOq H (2'-0" 7'-0" EM6 5/AI2 5/AI2 4/AI2 HM EMG L N Y' *FIRE RISER SI6NA6E 147 E 3'-0" 7'-0" S 7/Al2 7/AI2 13/AI2 AL MFR L N N PANEL, OTHER THAN TH05E IACAnoNs DESCRIBED w ITEM A ABOVE, THAT MEETS ALL OF THE FOI.L0KN6 110 F 3'-0" T-0" EMS 5/AI2 5/AI2 4/AI2 HM EMS L N Y* *ELECTRICAL ROOM 516NA&E 152 I48 Ell 5'-0" 7'-0" 5 IVAI2 17/AI2 13/AI2 AL MFR L N N TOILET 51 GN LOCATIONS- CONDITION. I. EXPOSED AREA OF AN INDIVIDUAL PANE II 14q E 4'-0" 7'-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N GREATER THAN 4 SQ ARE ITT s NOT TO SCALE H2 E 3'-0" T-0" 5 7/AI2 VA12 13/AI2 AL MFR L Y N 50 E 3'-0" 7'-0" 5 VA12 ?/AI2 13/AI2 AL MFR L N N 2. EXPOSED BOTTOM EDGE IFss THAN 18"ABOVE THE FLOOR 113 E 3'-0" 7'-0" 5 7/AI2 "VAI2 13/AI2 AL MFR L N N 151 E 3'-0" 7'-0" 5 VAI2 'VAI2 13/AI2 AL MFR L N N S. EXP05M TOP E06E&RFATIER THAN 36'ABOVE a 114 E 3'-0" T-0" 5 7/AI2 VAI2 13/AI2 AL MFR L N N 152 E 3'-0" T-0" 5 VA12 7/AI2 13/AI2 AL MFR L N N '� N THE FLOOR - L E 3'-0" T-O" 5 7/AI2 7/AI2 15/Al2 AL MFR L N N 153 E 3'-0" T-O" 5 7/AI2 7/AI2 15/AI2 AL MFR L N N UnUI 4. ONE OR MORE WALKING SURFACES WITHIN 56' HORIZONTALLY OP THE PLANE OF THE&L.AZIN&. 116 E 3'-0" 7'-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N 154 E 3'-0" 7`-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N WOMEN MEN I17 E 3'-0" T-O" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N SERVICE BUILDING-EAST B WEST 4 WALL A GEILIN6 MATERIALS SHALL NOT EXCEED THE FLAME - -- _- 12"DIAMETER 12"EOUILATERAL SPREAD CLASSIFICATIONS IN UB.C.TABLE 8-B. 118 E 3'-0" 7'-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N 155 K 20'-0 12'-6" MFR IA/Al2 A/AI 5/Al2 - N N CIRCLE TRIANGLE S WATER CLO5ET5NRINALS 119 E 3'-0" T-O" 5 7/AI2 7/AI2 13/AI2 AL MFR L N N 156 K 20'-0 12'-b" MFR IA/AI2 A/AI 3/AI2 -- -- -- N N DOOR MOUNTED A CONTROLS SHALL BE OPERABLE NTH ONE HA A cl) SHALL NOT REQUIRE n6HT&RASPING, PINCHING OR F 120 E 3'-0" T-O' S 7/AI2 7/Al2 13/AI2 AL MFR 4 N N 157 F 3'-0" T-O" EMG 5/AI2 5/AI2 4/Al2 HM EM6 L Y E 51 GNAGE NOTES TNIsnNG of THE WRIST. 9-mo2. a 121 E 3'-0" 7'-O" 5 VA12 VA12 13/AI2 AL MFR L Y M 1e�8 F 3'-0" 7'-0" EM6 5/AI2 5/AI2 4/Al2 HM EM6 L Y E I. SINS SHALL BE MATTE FINISH PLASTIC,WHITE GRAPHICS ON B. CONTROLS FOR THE FLASH VALVES FOR TOILETS • CONTRASTN&BAC C&ROUND. URINALS SHALL BE MOUNTED(ON THE WIDE 51DE OP 122 E 3'-0" 7'-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L Y W K 20'-0' 12'-6' MFR IA/AI2 A/AI 3/AI2 - -- -- N N 2. WALL MOUNTED SIGH TExr sHAL BE BETv4�N 9/e•-2•HIGH, TOILET AREAS)NO MORE THAN 44'AFF.A REHIRE p A SHALL BE RAI5ED I/32'. NOT MORE THAN 5 LBS.OF FORGE TO OPERATE. y 123 E 5'-0' 7'-0" 5 7/AI2 'T/AI2 13/AI2 AL MFR L Y E 160 F 5'-0' 7'-0" EMS 5/AI2 5/AI2 4/Al2 HM EM6 L Y E B. WALL MOUNTED 51645 SHALL HAVE 6RADE 2 BRAILLE G. THE FORCE REWIRED TO ACTIVATE CONTROLS SHALL y 124 E 3'-0" T-0" 5 7/AI2 7/AI2 13/AI2 AL MFR -- -- _- BE NO 6REAT7ER THAN 5 L85.OP FORGE. 5-1502. a °� L Y N Ibl K 20b 12'-b" MFR IA/AI2 A/AI 3/AI2 N N A LETTERS A Na-tERALs ON SIGNS SHALL BE RAISED I/92', � SANS SERIF UPPERCASE CHARACTERS A ARE ACCOMPANIED D. WATER CLOSETS EN ASSOCIATED .6 6ALLONS 125 G 3'-0' '-0"*MFR 17/AI2 17/AI2 13/AI2 AL MFR L, Y N *ALIGN W/ADJ.STOREFRONT HT. 162 F 3'-0' 7'-0" EMG 14/AI2 14/AI2 4/AI2 HM EM6 L Y E BY GRADE 2 BRAILLE. ets o� VALVE SHALL USE NO MORE THAN Ib GALLONS PER y 26 E 3'-0' 7b' S 7/AI2 7/AI2 13/AI2 AL MFR L Y N 163 B RAISED CHARACTER5 SHALL BE BET'♦EEN'S/8'A 2'HIGH PWSI+ ALSO UR NALS AND ASSOCIATED f'L/SHOFiET�i Z ¢! F 5'-O" 7'-0" EM6 5/AI2 5/Al2 4/Al2 HM EM6 L Y E VALVES SHALL USE NO MORE THAN I GALLON PER FLUSH. a G BRAILLE DOTS SHALL BE 1/10'ON CENTER IN EACH Ca I BOTH SHALL MST PERFORMANCE STANDARDS ESTABLISHED LLI 12-T E 3'-0' 7'-0' S 7/Al2 VA12 I5/AI2 AL MFR L Y N 164 K 20'-0' Ib'-0' MFR 11A/AI2 A/AI 3/AI2 -- -- -- N N NTH 2AO'SPACE BETWEEN Ca a, BY THE AMERICAN NATIONAL STANDARDS INsmvre y 0 STANDARD AI12.I4.2 H•5 CODE,SECTION 1"14213Ub). ► -*e 128 E 3'-0" 7'-0" 5 7/AI2 VAI2 13/Al2 AL MFR L Y N 165 F 3'-0" 7'-O" EM6 5/AI2 5/AI2 4/Al2 HM MFR L Y E D BRAILLE DOTS SHALL BE RAISED A MINIMUM OP 1/40"ABOVE y =o' 12q E 9'-0" 7'-0" 5 7/AI2 7/AI2 13/Al2 AL MFR L Y N Ib6 J b'-0" T-0" EM6 5/AI2 5/AI2 4/AI2 HM EMS L Y E B 6. LAVATORIES, v o -- _- -- E sIGNA6E SHALL COMPLY NT4 SECTION 111103. A. HOT WATER A DRAIN PIPES UNDER LAVATORIES y t e : ago a 150 E 31-0" 7'-O" 5 7/AI2 VA12 15/AI2 AL MFR L Y Y* *JANITOR ROOM 516NA6E I6"1 K 20'-0 16'XO"MFR IA/AI2 A/AI 3/Al2 N N SHALL BE INSULATED. 5-1504(b). Q : a o co TO I LET ROOM 51 GNS ` + 131 E 3'-0" T-0" 5 VA12 7/Al2 13/AI2 AL MFR L Y E 68 F 3'-0" T-0" EM6 5/AI2 5/AI2 4/AI2 HM EMG L Y E B. FAUCET CONTROLS A OPERATING MECHANISM � a - ;;:;s 2 (OPERABLE NTH HE HA)SHALL BE OP THE TYPE NOT a 132 E 3'-0" '-O"* 5 18/AI2 16/AI2 13/AI2 AL MFR L N N *ALIGN NVADJ.STOREFRONT HT. 169 J 6'-0" 7'-0' EM6 5/AI2 5/AI2 4/AI2 HM EMS L N N NOT TO 5GALE REOURIN&TIGHT 6RA5PING,PINCHING OR TY415TIMS OF b THE WRIST (SUCH AS LEVER-OPERATED) A AN / 153 E 3'-O" 7'-0" 5 7/Al2 7/AI2 13/AI2 AL MFR L Y N 170 J 6'-0" 7b" EM6 5/Al2 5/Al2 4/Al2 HM EM6 L, N N OPERATIN&FORGE HOT EXGEEDIN&5 LBS. 5-1504(c). a o!o s C. IF SELF-CLOSING VALVES ARE USED,THEY SHALL �=N 134 E 3'-0" T-0" 5 7/AI2 7/AI2 13/AI2 AL MFR L Y U 171 K 20'-0'12'Xb" MFR IA/AI2 A/AI 3/AI2 -- -- -- N N I EN REMAIN OPEN FOR AT LEAST T SECONDS. 5-1504(c). 135 E 3'-0" '-0"• 5 18/AI2 18/AI2 13/AI2 AL MFR L N N *ALIGN W/ADJ.STOREFRONT NT. 17 7 2 F 3'-0' '-0" EMS 5/AI2 5/AI2 4/Al2 H M M E5 L Y E I75 F 3'-0" 7'-0" EM6 5/AI2 VA12 4/AI2 HM EMS L Y E 7. PL UMBIN6 REQUIREMENTS, * ZP\ 174 K 201-0'12'X6" MFR IA/AI2 A/AI 5/Al2 -- - -- N N FAUCET CONTROLS AT SINKS 5HAL L BE OPERABLE WITH ONE HA A SHALL NOT REQUIRE TIGHT 6RASPIN6,PINCHING OR TNISTIN6 OF THE WRIST(I.E.,USE LEVER-OPERATED, PUSH- 175 K 20--0'12'Xb" MFR IA/AI2 A/AI 3/Al2 -- - -- N N o x b"S16N DISPLAYINb TYPE, ETC). IF 9BP-GLOSINb VALVES ARE USED, THEY o 176 F 3'-0" 7'-O" EMS 5/AI2 5/AI2 4/AI2 HM EM6 q0M L Y N qo MIN.RATED A55EMBLY INTERwanOHAL SYMBOL SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 5-1505. o OF ACCESSIBILITY.SIGN '^b gs b. ACCESSIBILITY 516NA6E r�/ 177 F 3'-0" 7'-0" 5 Iq/AI2 19/AI 4/AI2 HM EM6 L Y M TO BE WHITE WIT+ g o ><7 DOOR TYPES PES q CONTRASTING BLUE MEH'5 RESTROOM SIGN C.EHTERED ON DOOR A MOUNTED a e f€1 178 F 3'-0' 7'-0" 5 Iq/AI2 III/AI 4/AI2 HM EM6 L Y W < BAGKSROAD.INSTALL 60•AFF. K 51&N TO BE 1/4'THIC EQIULATERA_TRIANGLE, z AT ALL ACCE5515LP 0 3'�• rDbEs 12'LONG AN5 VERTEX POIHnNb tIPYVARD IN CONTRAsnN o6 z .. F 3'-0' 7'-0" 5 Iq/AI2 Iq/AI 4/AI2 HM EM6 L Y N n ENTRANCES 1 STRIKE 5 DE OrpQ� COLOR PER CaIDA6 sic.42B.A WALL MOUNTED 516NA6E TO ` 3� 51. AT MOUNTING HEIGHT THE L.ATC44 SIDE OF THE DOOR 6.50UARE INTERNATIONAL 5YM130L ro" t 180 F 3'-0" 7'-O" EM6 5/AI2 5/AI2 4/AI2 HM EM6 45M L Y N 45 MIKRATED ASSEMBLY 5HOYgN LOIxOCATED ATED 60'FROM WITH ve¢BAL DESCRIPTION BELOW SIGN 8 a �. LOCATED 60'FROM FLOOR SEE 516NAbE NOTES. 181 I J 6'-0" T-0" EM6 5/AI2 5/AI2 4/Al2 HMEM6 L Y Y. *ELEGTRIGAL ROOM SIGNAGE WOMENS RE5TROOM 516N CENTERED ON DOOR A MOUNTED e m i 60*A.F.F.SIGN TO BE I/4'THICK 12'DIAMETER IN CONTRASTI146 (n z i i COLOR PER CaIDAG Sea.42B.A WALL MOUNTED 516NA&E TO `o '\ THE LATCH 51DE OF THE DOOR 6'SGUARE INTERNATIONAL SYMBOL m OF ACCESSIBILITY NTH VERBAL DESCRIPTION BELOW 516N m 0 'T 0 T T LOCATED 60'FROM FLOOR SEE SIGNA&E NOTES. O O O O )AGGESS 1 B 1 LTY S 1 GNA&E THE INTERNATIONAL E�VERY�LMARYACCESSIBILITY 15 C,O/TIRANC.E A T m a A B C D }L ROUTE OP TRAVEL.916N SHALL I OR NDICAATTE THE IRECTION TO 1BLE N I.5GALE 3" I'-O" 9 PAIR ALUMINUM PAIR ALUMINUM ALUMINUM STOREFRONT ALUMINM AGCE5515LE ENTRANCES A SHALL COMPLY NTH SECTION ' STORE'RON'T DOORS STOREFRONT DOORS DOOR Y'1/TEMPERED SLIDING 6LA95 DOORS I11-05.516NA6E SHALL CONSIST OU A WHITE FIGURE ON A 51 W/TEMPERED GLAZING NV TEMPERED GLAZING GLAZING W/TEMPERED GLAZING BBC AK&ROUND.SEE SITE PLAN FOR ACCE5515LE PATH OF M. AG�IBILITY ROUTES OF TRAVEL J e ALL WALKS A SIDEWALKS SHALL.HAVE A CON`114.4 i 511RFACE,NOT INTERIRUPTIED BY STEPS OR BY ABRUPT CHANGES _S IN LEVEL EXCEEDING 1/2',A SHALL BE MINIMUM of 48'IN NDTH. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2'OCC K THEY SHALL BE BEVE-E7 NTH A SLOPE NO GREATER THAN 1,2. b r EXCEPT THAT LEVEL C~6155 NOT EXCEEDING 1/4'MAY BE VERTICAL. SEE SITE PLAN DRANN&S FOR HANDICAP PATH OF TRAVEL TO a PUBLIC TRAN5POTATIOK HANDICAP PARKIN&,PUBLIC STREETS A ACCESSIBLE BUILDING ENTRANCES. g O O O O O O 10. TACTILE EXIT 516N5 ARE REQUIRED AT, s -g SOLID HOLLOW HOLLOW PAIR HOLLOW PAIR HOLLOW METAL I. EACH GRADE LEVEL EXTERIOR DOOR e GORE WOOD METAL DOOR METAL DOOR METAL DOORS METAL DOORS COILING DOOR IDENTTFIM BY A TACTILE EXIT NTH THE WORD DOOR ANENT ANENT 'EXIT'. E1 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM TO A hW1WAY THAT IS REQUIRED TO 3 (PAIR)SOLIDHAVE A VISUAL EXIT 916N SHALL BE IDENTIFIED o BY A TA.CTLE 916N NTH THE V40RDS 'FJCIT GOGO DO� ROTE U '. k SCHEDULE ABBREVIATIONS ACCESSIBILITY DOOR NOTES (L % a AN_ ALMINIMI MTL METAL ALL BUILDING ENTRANCES SHALL BE IDENTIFIED BY A STANDARD TY NTH O W T TAPED A SEALED /r 0 �� AT ACOU5TC TILE M MEN5 RESTROOM SIGN CENTERED SADDITI ZONAL 91Fi145 AT INGTONS"TO BETH THE INIORNATIONAL SYMBOL'VSI O LIPER50NS M 0 (� z -� ON DOOR A F MOUNTED•60'A .F. U UN15EX RE5TROOM SIGN ALONG APPROA.CHIN&PEDESTRIAN WAYS.THE SYMBOL SHALL BE A 3 a G CONCRETE 516N TO BE 1/4'THICK WHIT- FIGURE ON A 841E BACK6IROUND. BRAILLE, RAISED V Z ' EQUILATERAL TRIAN6LF,EDbES 12' V VARIES CHARACTERS, A PICTORIAL 5YMBOLS SI&N5 SHALL BE USED j CPT CARPET LONG ANS VERTEX POINTING IME+EVER SPECIALLY REQUIRED, A SHALL CONFORM TO THE 1 1 UPWA IN CONTRASTING COLOR VCT VINYL COMPOSITION TILE STANDARDS SET FORTH IN THE CODE.SEE DETAIL S/ABA. "' J p, PER COIDA&Sea.42B.SEE 1.2/A8.0 5 GT CERAMIC ALP ALL LATG+HIN6 A LOCKIN6 HA ACTIVATED DOORS SHALL Q uj PH PANIC DOOR HARDWARE W ON DOOR AND O UN SIGN CENTERED OPERATE NTH A SINGLE EFFORT WITHOUT REMIRN6 THE ABILITY TO E 11 o E EXIT 516N ON D00R A M+OI1N'fID• 60'A.F.F. 6RA5P THE OPENING HARDWARE.LOCI®EXIT DOORS SHALL �++ 4 SIGN TO BE I/4'THICK 12'DIAMETER IN Q Lu PP PUSH•PULL HARDWARE OPERATE AS ABOVE IN EGIRES5 DIRECTION. $� E6 PAINT PROCE55'E'M&&%IE Q CONTRASTING DOLOR PER M �/ a CaIDA&Sec.42.5.SEE 142/A8A li i m g N NO OR NONE DOOR SHALL BE OF A SIZE TO PERMIT INSTALLATION OF A DOOR NOT FRP FIBER REINFORCED PLA511C PANEL Yv WOOD LESS THAN S'IN NDTH AND NOT L.LSS THAN 6'-b' IN HEIGHT. ff11 J a RTs RESILIENT RUBBER TOP SET WEN INSTALLED EXIT DOORS SHALL BE CAPABLE OF OPENING AT li J Q c LEAST 40 DEGRES A SHALL BE MOUNTED 50 THAT THE CLEAR ggg 6B 5/8'bYP911M BOARD WpSF WOOD STAIN FINISH.VERIFY WITH ARCHITECT. a 9 PAINT PROCESS'9'(5ETtl-61-055 ENAMEL) NDTH OF THE EXIT DOOR 19 NOT LE59 THAN 92'. MEASURED c L LEVER TYPE HARDWARE e,� SELF�,� W ES GB YIATER-RISTANT 6YPSNM BETPEEN THE FACE OF THE DOOR A THE OPPOSITE STOP. Sheet No. BOARD MFR MAKFAGTIRER5 STANDARD FIN15H SV SHOT VINYL Y YES A8.0 t� ROOM FIN 1 SH SGHF_DULE CEILING FLOOR WALL5 GEILIN6 FLOOR WALL51 5GHEDULE ABBREVIATIONS AL ALUMINUM MTL METAL T TAPED AND SEALED d Q �_ d d AT ACOUSTIC,TILE M MEN'S REsnROOM SIGN CENTERED U UNISEX RG97ROOM SIGN ON DOOR AND MOUNTED•60'A.FF. :r ��LI jj�J T � �LI ��LI c CONCRETE sI4N TO BE v4 lu •TACK, EMILATER RI AL TANGLE,ED6L-5 12• V VARIES l O d Z d d d z O d z d d d Z GPI' CARPET LONG ANs veRTEx PoINnNG 1L UJ UPWARD IN CONTRA5TIN6 COLOR VCT VINYL COMPOSITION TILE k Y_ ROOM NAME 2 I 1L I 1D I 1L REMARK5 R/ ROOM NAME If I 1L X fn X IL REMARKS CT GERAMIG TLP PER C410A6 5e .42 B.WE 182/Ab.0 5HOWROOM/FIRST FLOOR SECOND FLOOR E EXIT SIGN PH PANIC DOOR HARDWARE W ON DOORAOMENS MOUNTED sSISN C6'AhFF..F. -� SIGN TO 9E I/4'hIIGK,12'DIAMETER IN 001 LOBBY 211-0" 65 EF Pr RT5 613/ E/ 201 CONFERENCE 1'-0" AT MFR OPT RT5 6B E PP PI/5H 8 PULl.HARDWARE CONTRASTING COLOR PER _ STIR MFR FS PAINT PROCESS"E"(B&&5HELLU CaIDA&5� .42.5.SEE 142/A8.0 IOl RECEPTION 21'-O" 6B EF PT RT5 68 E 202 HALLWAY q'-O" AT MFR CPT RTS bB E Pr PORGHAIN TLE FRP FIBER REINFORCED PLASTC PANEL WD WOOD ZI 102 SHOWROOM 12'-0" AT MFR PT RT5 205 OFFICE q'-0" AT MFR GPT RT5 6B E N NO OR NONE - STIR MFR 6B 5/8'GYPSUM BOARD WDSF WOOD STAIN FINISH.VERIFY WITH ARCHITECT. pp& 103 SALES OFFICE(FLEET) q'-0" AT MFR PT RT5 9� t�IR 204 OWNER'5 OFFICE q'-0" AT MFR OFT ND 6B E L LEVER TYPE HARDWARE RT5 RESILIENT RUBBER TOP SET W65 WATER-RESISTANT 6YPa1M L 6B/ E/ 5 PAINT PROCESS W(SEMI-6 L.05S ENAI EI BOARD a 104 SALES OFFICE(FLEET) q'-O" AT MFR PT RTS 5TR MFR 205 WET BAR 4'-0" AT MFR PT ND GB E MFR MANUFACTURERS STANDARD FINISH 51- St3.P COVE Y YES 105 SALES OFFICE(FLEET) q'-O" AT MFR PT RTS STIR Nett 206 SUPPLIES q'-O" AT MFR OPT WD 65 5 5V SHEET VINYL 106 SALES OFFICE(FLEET) q'-O" AT MFR PT RT5 CID/ E/ 201 BUSINESS MANAGER V-O" AT MFR CPT RT5 65 E STIR"a IOl SALES OFFICE(FLEET) q'-0" AT MFR PT RTS SIB/ E/ 208 TOILET q'-0" 65 5 PT GT GB E GT WAIN5GOT 5TR MFR 108 SALES OFFICE(NEY� q'-O" AT MFR PT RT5 �/ E/5TR MFR 204 BUSINESS OFFICE q'-0" AT MFR CPT RTS GB E $ iOq SALES OFFICE NEW q'-0" AT MFR PT R75 GB/ E/ 210 TOILET W-O" GB 5 GT GT 6B S GT WAINSCOT 5TR MFR 110 SALES OFFICE(NEYJU q'-0" AT MFR PT R75 CID/ E/ 211 TOILET V-0" GB 5 GT GT 65 5 CT WAIN560T 9 STR MFR III SALES OFFICE(NENU 12'-0" AT MFR Pr R75 55/ E/ 212 KITCHEN q1-0" 615 S SV RTS 65 5 STIR MFR 112 SALES OFFICE(NEW) q'-0" AT MFR PT RT5 STBR/ E/ 215 COMPUTER ROOM q'-O" AT MFR 5V RTS GB E 115 SALES OFFICE 04ENl1 q'-O" AT MFR Pr RTS 55/ E/ 214 STORAGE q'-O" AT MFR SV RT5 GB E STIR MFR a 114 SALES OFFICE(MEN) AT MFR PT RTS 63/ E/ 215 TRAINING ROOM W-O" AT MFR 5V RT5 613 E STIR MFR 115 SALES OFFICE(NEW) q'-OI' AT MFR PT RTS STR MFR 216 PARTS EX -- WD PLY RTS GB 5 114 SALES OFFICE(NENO q'-O" AT MFR Pr RTS &D/ E/ 211 STAIR q'-O" AT MFR CPT RT5 65 E STIR MFR g 115 SALES OFFICE(NENU T-O" AT MFR Pr RTS 65/ E/ 215 STAIR 8'-0" GBF5_JCPT RT5 65 1- 5TR MFR 9£t3 116 SALES OFFICE(NEW) 12'-0" AT MFR PT RTS 5� R SERVICE BUILDING BAY NIT SHOWROOM 12'-0" AT MFR PT RTS STBR MPR 101 SERVICE BAY(I) V EX 5 G N CMU 5 W I18 SALES OFFICE LASED) 12'-0" AT MFR PT RTS GB/ E/ 102 SERVICE BAY(2) V EX 5 G N Ow S Q 5TR MFR IIq SALES OFFICE(USED) 12'-0" AT MFR Pr RTS STBR/ t E/ 103 SERVICE BAY(5) V EX 5 G N GMU 5 V FR 120 SALES OFFICE(USED) 12'-0" AT MFR PT RTS &5// t E/ 104 TECH LUNCH ROOM q'-O" AT MFR SV RTS (55/J 5 O to CJl 121 SALES OFFICE(USED) 12'-0" AT MFR PT RTS S RR h�FR 105 WOMEN 8'-0" GB 5 SV RTS FRP 5 FRP WAINSCOT y !il 122 SALES MANAGER 1'-0" AT MFR PT RTS STIR MFR 106 TECH LOCKERS 8'-0" GB 5 SV RTS GB E Q c 123 SALES OFFICE(USED) q'-0" AT MFR PT RTS STR MFR 10-7 MEN 8'-0" GB 5 5V RT5 �B 5 FRP WAIN IT �m 1 124 SALES OFFICE NEED) 4'-0" AT MFR PT RTS (5B/ E/ 106 USED OIL 6 COMPRESSOR V EX 5 G N 0M1 5 Z ¢• 5TR MFR W moo^ 125 HALLWAY 4'-0" AT MFR PT RTS GB E 109 TOOL ROOM V EX 5 G N GMU 5 y 126 GENERAL SALES q'-O" AT MFR OFT RTS 6B E 110 OIL 5TORAGE ROOM V EX 5 G N GMU 5 y s ^ a MANAGER p + n i2-T F t 1 q'-O" AT MFR OPT RT5 65 E III SERVICE 5TORA,SE V EX 5 G N GMU 5 128 F 6 I 9'-0" AT MFR OPT RTS GB E 112 MEDIUM DUTY STALLS V EX 5 G N GMU 5 a e m 12q SERVICE MANAGER q'-O" AT MFR PT RT5 65 E 113 WA5H RACY: V EX 5 G N GMU 5 a 130 SERVICE SECRETARY 1'-0" AT MFR Pr RTS 613 E 114 WARRANTY STORAGE V EX 5 G N GMU 5 132 DISPATCH q'-0" AT MFR Pr R75 6B E 115 DETAIL BAYS V EX 5 G N GMU 5 b s 155 TECH.PARTS W-O" 6B EF SV RTS G5 E 116 DETAILS SUPPLIES V EX 5 G N GMU 5 �a e� m< 154 PARTS MANAGER q'-O" AT MFR 5V RT5 65 E 155 CASHIER 4'-0" AT MFR PT RTS 65 E �� ♦ SP 136 WOMEN 8'-0" GB EF GT RTS VO&OT/ E CT WAINSCOTNEW WALL TYIp ES 0 a 137 MEN 8'-0" GB EF CT RTS CT E GT WAINSCOT ASSISTANT SERVICE NO SCALE o '38 MANAGER W-O" AT MFR GPT RTS GB E g NOTE.BE STRU nR&M MUNSS FOR SPEAR WALL.LOGATONS a o 13q INTERNET q'-O" AT MFR CPT RT5 65 E 0 140 INVENTORY CONTROL q'-O" AT MFR CPT RTS 6B E ° m 141 CUSTOMER NLAITIN6 10'-0" AT MFR PT RTS GB E \ 141A STAIR V AT MFR CPT RT5 bB E `5TV4TRRE ABOVE STRUCTURE ABOVE. w Is o u 3 142 RETAIL PARTS 4'-0" AT MFR PT RTS GB E 9FgATHIN6 143 PARTS COUNTER 4'-O" AT MFR PT RTS 6B E "J"MOULD � YWOOD F" o 144 WHOLESALE PARTS 4'-0" AT MFR SV RTS 6B E m o 0 145 JANITOR 8'-0" GB 5 SV RTS YIH3 5 FRP WAINSCOT ---- _ �3 9 146 GENERAL MANAbER 9'-0" AT MFR PT RTS 6B E GEILIN6 JOISTS FINISHED GEILIN6 FINISHED GEILIN6 i o 14-1 STORAGE 8'-O" 6B 5 IT RTS 6B 5 rn 9 148 TOILET 8'-0" 615 EF GT GT GB E CT WAINSCOT S 6YP911M�� 149 ELECTRICAL 10'-0" EX -- G RTS GB 5 GYPSUM BOARD 6YPSUM BOARD 150 PARTS NIGHT DROP 10'-0" 613 EF G RTS G5 5 a 151 PARTS 5TORASE V EX -- G RT5 613 5 EXTERIOR PLASTER 152 STAIR V 65 5 GPr RT5 65 E 53 STORAGE 8'-O" 65 5 1 PT RT5 bB 5 WALL FRAMING GONGRCTE MASONRY WALL FRAMING a+i WALL FRAMING �a s 13. GOJC47mm CONCRETE CONCRETE /.1 .. c4wREm 13. FLOOR SLAB/ PLOOR SLAB/ FLOOR SLAB/ / — FLOOR SLABFLOOR FLOM FLOOR FLOOR / 'o $$ STRUCTURE STRUCTURE TRUCS TURF STRUCTURE 00 gAI NON RATED BI 2-HOUR RATED WALL GI NON-RATED WALL WITH NON DI NON-RATED WALL WITH NON W N EXTERIOR WALL WITH WITH 1-1/2-HOUR RATED RATED OPENIN65 RATED OPENINGS 0 V 3 � j NON-RATED OFENIN65 OPENIN65 6-3/4" THICK 6" WOOD'STUDS,(1)LAYER 6-5/4" THICK. 6" WOOD STUDS,(1)LAYER � 0 $€ 8"THICK GONGRE I MASONRY UNITS OF 5/6" GYPSUM BOARD ON EACH SIDE; OF 5/8" 6YP5UM BOARD ON EACH SIDE; o 7" THICK. b" WOOD STUDS, i/8" INSULATION. INSULATION. W (I) EXTERIOR PLASTER ON ONE SIDE WITH WITH SOLID GROUT ATTACH TO STRUCTURE ABOVE. ATTACH TO STRUCTURE ABOVE, �. 5 ONE LAYER OF 5/8" GYPSUM BOARD ADJACENT GEILIN6 FRAMING. 0 W ON INTERIOR SIDE;INSULATION. 82 NON RATED GMU WALL g W 1 TH NON RATED OPEN I N65 NON-RATED WALL WITH NON Q W 5 A2 NON RATED b" THUG RGOOTGREI MASONRY UNITS WITH RATED OPENINGS Q Q E if a EXTERIOR WALL WITH 6-3/4" THICK: 6" WOOD STUDS,(1)LAYER (L a ` $ NON-RATED OPENINGS OF 5/8" GYPSUM BOARD ON EACH SIDE; n INSULATION. o ATTACH TO STRUCTURE ABOVE.EXTEND Shaet No. L 1-1/5" THICK: 6" WOOD STUDS,?/5" GYPSUM BOARD ON EXPOSED SIDE EXTERIOR PLASTER ON BOTH SIDES m ENTIRE HEIGHT OF WALL FRAMING TO /� na.� ROOF SHEATHING ABOVE. H w x :I ,. ...: .wu�.e:ia..u�,-•'.vim.'-;3. Nw.t.:..w«+arr+w�.w>a+ww.'+«u.: 'w�im�u>.^�+.a.,u.wuva.-. ,.+wY.�w.-+,'xaw'a+..`,.,vy;', vxrwz�.;v:.+.'..+.,Y+.attwW'c':.�,;.'r-�..<...u.t..e:.. «,• sww-rxs'+vru.:.✓.✓.-bvwv�=ai"K .a. _fi.F .. ....«.. ..-..x. . _ .... .. ..............y„.+..._...�. ^+-_._ ._..,. _. ........_ ._ _....,... .,...:.:-»«mom.,:.......... ....... ^!v_ -«+"'*^1.. -.rd,,^^s.Y «-.o.^�*P .,.R^" ...:t...xt'a�a!ks�'Y✓m.Ea:'-ems`. 's@.6 a _ .-a" 'a..5�:..a-.."nv. _'.9� _ . -..ric4:...2iv+�� `'6Rsv.. .. 4.vs�zi.,.^:9.Rssa£.a>�'r'K'..-h.'rtch?-'4rti.atiertf 3t'aww,:�:t'tm'¢s�F:..: Ata.._.,r�.nma'3?m..-..-z... 'v.�<?.n....-a.LRtG� ^.'kc*'.a:'m -z':s'.mig s�-+�4'.,�'_4'�nn, t�`:W'n-.... -.w�.ti�5i--�..',w. ,..�.d° '��.=tr,..""' Ste,.,'.C.,*..ltdG" __ _ — .k^'J.�x a2*.�t SY+EYY•3'ik :� x .. S'C!+'+3rn5v '�Je+f2Y. 2* TMTM1'E' k 'S+gMa v FC ..,4��:.SX .2 _'s ""..`3 .fin" .':"at=.R. _ m ft .9 'za .F.?.' `ww+,%t�a.-sFsa A.a�'.,.rv-.• a#�roN'1aK..`���+�,:CN' 6?k..-fit C'�'. *.:> f;§ 4.^-fi»`vt�i+T:9: `•^x'1'[.: ,.3. V 22 21 21 21 22 21 22 22 y ~ 21 24 21 27 24 21 22 21 22 22 A 5• B G A 'D p B 0 0 5 G 0 0 0 `s 30 � 2e �• 3a ze n 77 n 29 � ,�• ,�.� � ,� s RECEPTION (101) RECEPTION (101) " a SGALE:1/4"=1'-0" 5GALE:1/4"=1'-0" 3 i8 7 7 — b \ \ .s 'o a 12• g 2' IW WI8 4 F � o r_ S — I I iv A 15 2 i B 1 10 G 2 12 D B 18 A 14 9 B 2 In. 1 �, 1 2 1 2 e D 8 t2 OMEN (Service Buildin 105) MEN (Service Buildin 107) SGALE:1/4"=1'-0" SGALE:1/4"=1'-0" 13 13 E � 1e 19 19 - - - - - - -- - - -- -= - = = 18 27 18 27 N - - 2S W a i m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 3 �+ A 31 B 12 G 12 D A B Q 23 8 ze 17 za n 28 � e 00 e► 5 TECH LOCKERS (Service Buildin 106) 6 GA5HIER (155) Z LU SGALE:1/4"=1'-O" SGALE:I/4"=1'-O" ca a�F N : W ag v 2 •f 7 31 4 7 31 Q V e o go cc R NUS b� a e — — 24' — � 24' bi / 1do T2 a 2' S I • 00 • T MJ ¢¢ o U < r 1 q n TI 71 �AN A 2^ B 12 9 11 G 32 2s 1 1 D 1 8 A 1 2 1 8 s \(S) 32 B 11 9 12 G 2 TI D 10 1 O a �o � OMEN (136) (�)5�EN (I 37)ALE:1/4"=1'-O" E:1/4"=1'-O" 8 a = 73. 13. SIM. <yy e�O 3 cp �' UU 18 19 19 /' 3'-2' fe to o 28 0 X- 17 't 164 9 ` 3S 24 A 12 28 B 17 28 28 19 D 29 17 A 17 28 23 B 24 17 24 17 24 17 RITERS (151) TECH PARTS (133) O, =ART5 COUNTER (145) '5GALE:1/4"=1'-0" IO SGALE:I/4"=1'-O" ALE:I/4"=1'-O" a O NOTE LEGEND I TOILET.SEES PLUMBING DR,"NGS. IS INTERIOR NUNDOW.SEE FLOOR PLAN DRAWING. 2 PLASTIC LAMINATE TOILET PART1T10N. 21 PLASTIC LAMINATE RECEPTION CO UNTBt SRS:DETAIL T/AI4,0. s SUBMIT SHOP DRAWINGS. S PLASTIC LAMINATE PRIVACY PAREI_ = CORRUGATED PLASTIC,LAMINATE PANS SEE DETAIL T/A14.0. 4 1-I/2'VIA.x 42'LONf STAINLESS STEEL GRAB BAR t- U SUBMIT SHOP DRAWINGS. SS'ABOVE FINISHED FLOOR 25 PLASTIC,LAMINATE PULL OUT AGC MIBLE COUNTER. 3 ¢ S I-I/2'DIA.x 56'LONG STAINLESS STEEL GRAD BAR MOUNTED p $gI SS'ABOVE FINISHED FLOOR 24 OPEN SHELVING. 3 6 WALL MOUNTED URINAL. INSTALL AT HEIGHT SHORN. SM 25 PLASTIC,LAMINATE PARTITION. FLUM151NO DRAN8N65. a '.a 26 KEYBOARD TRAY. IMIRROR IN STAINLESS STEEL FRAME. ��JJJJ is 2T RE•IOVABLE PLASTIC,LAMINATE PARTITION. O S 0 6 S INT G@ INT TILE WAINSCOT TO 4-0 ABOVE FINISH® PLOOR 0 ERIOR FINISH SGF®U.E. 20 PLASTIC LAMINATE BASE CABINET WITH AD.lN3TABLE SHELVES. R R>°LaSSW PAPCI TOWEL DISPBISM • TRASH RECEPTACLE. 29 CERAMIC,71LE COUNTER WITH 4'BACK SPLASH. 7 PAFM TONS SHALL BE DISPENSW AT +40• MAX SMG• SPECIFICATIONS. SO SOTRAGE CABINETS. SUPPLIED BY OWNS{ INSTALLED BY %A CONTRACTOR VERIFY OPENING RECUR®WITH ON ML Luv' 10 REC♦SSSED TOILET PAPBt /SEAT GOVBi DISFBN.M SM (j) J 0� 5 SPEGIPICATIONS. 91 WALL FINISH.SEE FINISH SGH®UE. W II SINK WITH LEVER CONTROLS.IM)LATE HOT WATER AND DRAIN 52 SOAP DISPENSER SEE SPBCIFIC,ATIONS. id Q LINES.SM PLUMBING DRAWINGS. Q W55 Q - 12 DOOR SEE DOOR SGf1vULE. PLASTIC LAMINATE COUNT6Q TOP. cc Q Q 5 s E 19 SOFFIT.SEE RIS9_MTED CEILING PLAN. c ,,ggg 14 ACCESSIBLE WASH POUNT'AIN.SEE PLUI MNG DRAWINGS. J a E IS WALL HANG LAVATORY WITH INSULATED HOT AATBt AND DRAIN Sheet No. LINES,LEVER CONTROLS.SEE MJA45INS DRAWINGS. 16 12'x 12'x 56'DOUBLE TIERM LOCKERS ON 6'HIGH CURB. w A9.� n o IT KNEE SPACE. 16 OPEN TO BEYOND. Sc 1S 15 13. \ L: I \ 24• O NOTE LEGEND 7 �a p 2' 1 FLOOR MOUNTED TOILET.SEE PLUMBING DRAWIN65. s N N 4 S 32 8 2 PLASTIC LAMINATE UPPER CABINET WITH ADJUSTABLE SHELVES. 8 PLASTIC LAMINATE BASE CABINET WITH ADJUSTABLE SHELVES. II § LJ "I o: '� 4 1-1/2"PIA.x 42'LONG STAINLESS STEEL GRAB BAR MOUNTED 95'ABOVE FINISHED FLOOR ',i b A 12 S 3 G 3 D 8 3 A 11 9 12 B B G 28 1 D 1 Zo 5 1-1/2'DIAL x 56"LONG STAINLESS STEEL GRAB BAR MOUNTED �.. S5'ABOVE FIN150®FLOOR HOLESALE PARTS (144) TOILET (148) 8 MKNEE IRK OPINE. � -- '! MIRROR IN STAINLESS STEEL FRAME. -- 12 SGALE:I/4"=1'-O" I 5GALE:1/4"=1'-O" 8 CERAMIC TILE WAINSCOT TO 4'-O'ABOVE FINISHED FLOOR 1a. SEE INTMOR FINISH SCHEDULE. . 9 RECESSED PAPER TOWEL DISPENSER 4 TRASH REGaFiACLE. y' PAPER TOYS SHALL BE DISPENSED AT HO'MAX SEE SPECIFICATIONS. s 10 TOILET PAPER DISPENSER,SEE SPECIFICATIONS. 24' 11 51W WITH LEVEL CONTROLS.INSULATE HOT WATER AND DRAIN 0 18 �j p 22 8 B 2 LINES.5EE PLUMBING DRAWINGS. $ I "rn 1 Zs 22 13 8 1812 DOOR SEE DOOR SCHEDULE. L., IS TOILET SEAT D15PEN5ER SEE SPECIFICATIONS. I I g \ n I v 14 SUPPLIED BY OMQ2R INSTALLED BY CONTRACTOR J A 20 21 A 24 24 A 20 18 1 B 1 10 G 12 D B ?D A 9 B 12 11 G 11 29 1 D 1 10 IS INTERIOR STOREFRONT WINDOW WITH CLEAR GLAZING.M DENOTES TEMPERED GLAZING.SEE FLOOR PLAN DRAWINS5. WET BAR SUPPLIES ROOM b SINK WITH LEVEL CONTROLS.S�PLUMING DRAWINGS. ( ) (206 OWNERS TOILET (208) TO I LET (20�{) I? MIRROR IN STAINED w000 FRAME.SEE SPECIFICATIONS. 17 18 PLASTIC LAMINATE COUNTER WITH 4'BAGKSPLASH,WHERE S�O.4AI'-O" I" SGALE:I/4"-I'-O' SGALE:I/4"=1'-O" SGALE:I/4"=1'-O' OCCURS.SEE SPECIFICATIONS. I9 GRANITE COUNTER TOP WITH 4'B .VERIFY WITH xt 23 2 27 27 OWNBt N 20 STAINED WOOD BASE CABINETS.VERIFY WITH oWN13R. REFRJ6ERATOR AITH STAINED VI PANELED 0 I I 21 KO�DOOR TMA�TGH ADJAC D WSEEENT WOOORK.S SPCG IP GATI0119. W n — — 22 SOAP DISPENSER SEE SPECIFICATIONS. ~ o 0 0 25 MICROWAVE.aAI SUPPLIED,CONTRACTOR INSTALLED.MOUNT TO ALIGN WITH BOTTOM EDGE OF LPPER CABINETS. V 18 24 PLASTIC LAMINATE ADJUSTABLE SHELVES. () io 25 WALL HUNG LAVATORY WITH INSU.ATED HOT WATER AND DRAIN LINES,LEVER CONTROLS.SEE PLUMING DRAWINGS.EL Q o A $ G D A S A 28 TRANSACTION PASS-THRU IN KNDOK 5�FLOOR PLAN o a 14 3 6 3 12 12 3 DRAKHGS. r 21 WALL FIN15H.SEE FINISH 50HEXIJLE. Z ¢o fGITCHEN (210) COMPUTER ROOM (211) TRAINING ROOM (222) SPECIFICATIONS.T PAPE24SEATCOVERDISPENSERSEE y • a v> > •I. 1 V I 20 29 CERAMIC TILE COUNTER WITH 4'BAGKSPLA:H.SEE DETAIL O • t V ' 5GALE:1/4"=1'-O" 5GALE:1/4'*'-O" 5GALE:1/4'*'-O" b/AI4. • o �:� 50 PLASTIC LAMINATE RILL OUT ACCESSIBLE COUNTER N t c : 13 1S a Y 90 T n G Qy �U O iV iV O T 7 P� io O1 I T # n Ll T T T T T of Ja 15 $ 12 32 is 30 A 12 za B 2e 1e 32 ¢o 0 z 77 i c y RETA I L PARTS (142) �A . ATCH (132) s o 21 AI4" ' " 22 13 27 c 0 13. 1J. 1J. m 'o s tV 9 !� O H o b. m X. m o, n a T T A 3z 1S 27 A 27 13 12 3 SALES OFFICE (FLEET) (105 T1'P I GAL) CONFERENCE ROOM (201) SALES OFFICE (FLEET) 105 2 &-_ALE:1/4'*'-0" (24ALE:1/4"= '-0" 25 SGALE:I/4"=1'-0" g s 1s z7 z7 1s 1z e� a � pt o XcD N a m n �{ T T T T T e.V 3 A A 0 Z w s L w SALES MANAGER (122) GENERAL MANAGER (145) Q wEd E 2 0 SGALE:1/4"=1'-0" 2—T 50ALE:1/4"=1'-0" Q Q O a 1s 5 _ a 0 g o. A9.1 i 2,_0• 28 37 3 31 33 13 39 2 41 31 33 2 1B 7 4 8 $ 08!-0, 32 O NOTE LEGEND 1• 1 5/4'SWARE II 6AI16E NBROUr4iT IRON PIGLET"'6'O.G. _ e < 32 2 A.G.PAVING OVER A66RE&ATE BASE. SEE SITE PLAN. a < a 15 5 HIGH X 6•WIDE CONCRETE CURB. 5 O n< ° ° °4 12•-10" B 6• SQUARE$ e n n G n J-1 _7_ 4 3'-0'SARE INTERNATIONAL HANDICAP SYMBOL. PAINT 5 PAINTED HANDICAP LOADINSANLOADIN5 AISLE AS 5HOM. i_____ COLOR SHALL BE WHITE,SEE PAINT 5PEGIFIGAMON. I ° 7E 7P i 7G 6 2'X 2"NROU&HT IRON FRAME 8 A TRAFFIC AREA O 34 33 © 32 6A .T CONCRETE PAVING.SEE SITE PLAN,CIVIL DRAWINGS. z 3" 2'-0" 3" TRASH ENCLOSURE 2e 8 LANDSGAPITl6. SEE SITE PLAN. M GATE HINGE DETAILS �� N1 q FIN15H GRADE. 6� m 7 18 15 39 9 � } HIGH TEXT f 10 PROVIDE ADDITIONAL ALUMINUM SIGN WITH I'HIG TEXT TO a SCALE I-I/2° I'-0" 3 7 o MATCH WIDTH AND DOLOR OF 5YM50L 516N. - o a _ II V x W ALUMINUM SIGN DISPLAYING INTERNATIONAL A I I 14 I HANDICAPPED SYMBOL WITH BLUE PORCELAIN ENAMEL AND WHITE U 68 a . - A j J2 31 33 B I Oj HRgLEGTORl2'ID SYMBOLS AND LETTERS. 12 22 x I? WITH MINIMUM ALUMINUM SIGN BLUE PORCELAIN 'il O �L— O 38 I • 1 " ENAMEL AND WHITE LETTERS.TEXT TO READ,IN LETTERS I• II • II J L_____ 15'-4" HIGH MINIMUM; TUNAUTi•IOR127D VEHICLE-5 NOTDISPLAYING - 2 7 2�• DISTINSUISHIN6 PLACARD''OR LICENSE PLATES ISSUED FOR a 3/8• THE PHYSICALLY DISABLED PERSONS MAY BE TONED AWAY AT .8 OWNERS EXPENSE.TONS VEHICLES MAY BE RECLAIMED BY o, TELEPHONING.XXX-XXXX".CONTRACTOR TO CONTACT LOCAL IL B PAVIN6 AREA 4 ° TRASH ENCLOSURE POLICE DEPARTMENT TO DETERMINE CONTACT PHONE NUMBER. g 6 GATE HINGE DETAILS I TRASH ENCLOSURE—PLAN 19 6ALVAN12FJ7„'CHANNEL POST. .. •' .i-•. .'• 14 CONCRETE FOOTING AS NOTED. ,• 18 1s 39 15 2•X 2'X 1/4'CONTINUOUS ANGLE WITH 5/8"X 8"ANCHORS ° '�' AT 24"O.G. 4 16 12'HIGH X 1/4"STD PLATE WEL.VED TO NRCU&HT IRON MU=� AALL FRAME. 12 PER sT�twcnm DRAWINGS IT 4•STANDARD STEEL PIPE BOLLARD,PAINTED.FILL WITH ~ 27 30 /J -MAX 18'oz. 1l� ,O CONCRETE AND DOME A5 SF10NAl. �vJ I6 FLUSH JOINT 5E7AEEN PAVING SURFACES.SEE DETAIL 1-1/2'x 20 6A.VECKIN6 CESSIB 8/AIOA. y 8 G. PAV I NG TO CONCRETE m Iq 1-5/0'X 1-1/2"U CHANNEL. F 0 20 ADJACENT CONCRETE MAsoNRY WALL.. 5!£BTRUGTORAt. Q DRAWINGS. v GATE PATH _ GON7.L 5 x5•XI/4'LEDGER 21 WHEEL. 1/8 7 W/5/H•DIAM.A.B.-4'-0'oz. 0 � e �•. •. 22 SLOPED CONCRETE SURFACE WITH 0OAR5E BROOM FINISH.12 N SCALE I-I/�" I'-O° EMBED. N U ..0•.. 74 25 12'WIDE BORDER OF 1/4•D�6ROVGi AT 5/4'O.G.IN Q °D 11 CONCRETE PAVING. �— DECKING AT GhAJ WALL t2'D1A 24 POLYURETHANE BASED 2 PART MASTOMERIG SEALANT. I o_ S m � A � PREFORLHED JOINT FILLET Lu v 8 NOTE:ATTACH SIGN AT HEIGHT INDICATED A7 26 CONCRETE MASONRY WALL 8'X H"PREVISION CONCRETE BLOCK I-I!2'x 20 6A 1/4'X 1-9/4'WIDE N� ADJACENT WALL WHERE APPROPRIATE. WITH tµ BARS,AT 24"O.G.EA.PROVIDE 12'DEED X 2'-4' tg CONT.D!"LKING ON CO•SIDE BOTTOM.PAINT.SEE EXTERIOR FINISH SCHEDULE.UOUS FOOrIN&AITH(2)44 BARS TOP AND V e U GGESS I BLE STALL SIGN _ s ` °' �'• $ t ��.LLOR51�-IF INT 2 OT TO SCALE 21 COMPACTED FILL Q 48 co 28 GLASS II BASE t 24 3/6• 7 a ROOF INTERIOR UNAUTHORIZED VEHICLES 72 2q MINIMUM 48'GL.EAR WITH MAXIMUM 2%CRO55 SLOPE. 79 NOT 3/4" E3E/+M DISTINGUISING PLACARDS 50 THICKENED CONCRETE ED6E y OR LICENSE PLATES { 3 • - PF111�SIUCA�LLYFOgSABLm SI I-1/2•x 20 6A I&E STEEL DECKING INFILL PANES WE OW TO °• 0 4"x 1/2"THK BEARINGDIAK PLATES W/2- RIPE COI.. TYP. PL7t50NS IAAY BE CUED 9TE8_FIRAhE. a< m U 'm OR TOV(FD AWAY AT a v • 5/5'DIAM.MB.- 1/4' OWNERS EXPENSE 4 a • o END CONY.4- 1-1/4' 52 1-1/2'X 20 6AUSE METAL DECKING.SLOPE TO DRAIN, •tt 18 / " , INTERIOR CORP. ( 'DIAM.PIPE COL. 13 ,y 99 HEAVY DUTY HIN6E9(4 PER LEAP). ) _ B END SUPPORT G INTERIOR SUPPORT 54 2"x I"x SAW x 6"L.ON19 STEEL CHANNEL AT EACH HINGE FlNISH WELDED TO PIPE COL W SURFACE ,g ,B 21 12 6 9 55 CANE BOLT,SE:SPECS.PROVIDE H12'LONG STEEL PIPE o �: @11SEPD®INTO PAVING AS 5HONN TO RECEIVE CANE BOLT, _Ve SHOP _ n EXPANSION JOINT TYPICAL. o FOR ARCHITECT APPROVAL STRUCTURAL MINN&SEN.BST r I 56 2 EACH M4 BARS,V-0'LONG,THR0116H PIPE EACH WAY. a o L. P 0 14 97 STANDARD STEEL PIPE FINISH PER EXTERIOR FINISH Z 3 I• ROLLING GATE CONCRETE JOINTS .MAXI •o.c. scN*Du e.GRIND 51100TNI ALL NBD3. i I-I/2'x 20 '• O SCALE SCALE 3" : 1'-0' &A.DECKING a s c • ct 56 PREMANJFACTURED,PR�INISFHED BIKE RACK INSTALL PER $O`cLi MA 4UPACTUREZ4 NsTRUGT10N5. •' I•• 54 CONCRETE PAVING.PROVIDE n5 BARS CONTINUOUS IN TRAFFIC 17 W6xq ROOF c1 U AREAS. `O BEAM n 6.- 40 6"HIGH CONCRETE CURB. `o n ®•®®. 10•WIDE x 1/2, m g THICK END PLATE _ 41 CONCRETE WASH CAP. .0 NY(2)5/6'VIA.AB. 12 ItIA AT 8.O.G.HORIZ. 42 STEEL BEAM. FINISH PER EXTERIOR FINISH SCHEDULE.GRIND 14 1/4' GGESS I BLE ENTRY S 1 GN 48 24 6AU6e SHEET METAL FASCIA TO COVER EXPO'. WISE!OF F 3 T TO SCALE METAL DECKING.PAINT. 9 ;, D BEAM AT DNA)WALL 38 19 ' j• N 10. 32 13 37 5 3" .. 9-5 8" r--------- ------- -�\ ^ ,•-8• TYR MIN.aEACH SHOT ♦B_p• ,7'�/ 7E `J a •MAX ID oz. PIPE COL.. --------- --- STEEL PIPE BOLLARDNS °E` °� 5EAM _ ----------- 14 - - - _ ° SCALE I/2" : I'-0" h I-1/2•x 20 � 6A.DEGIGNG I YY 6 04 NORM-TOP - : Sl o� 10. 04 x 16"RIZ.DOHELS• 8'GMU WALL 23 7 HO a ` / SIDES OF PIPEC40LUMN A/ BAR AT YWM4 I -- 29 ...• '.•. o AbX-1 ROOF J OMUMATS L O AALLPL.Y.E•VGR75 SURFACE I - 1\ 7G BEAM s . HO�RIZ AT CENTER OF —_� - NOTE.EPDXY PAINT ON ALL METAL.TYP. E F TRASH ENCLOSURE— z =_"____ ��� DECKING AT BEAMS COLUMN AT GMU WALL 40 >a• _�ffir \ I O I KE RACK G FRONT I-0LEVATI ON A Ct .fl'E PLACE COI..-CENTER ' COL OF UMN AND I.IL 0 O 3 CP CMU CELL WHERE J7 CONT.FOOTING OR PAD 32 CMU WALL OCCURS SLOPE W I'-*'•4 x I 'LONG rn a DOYELS-SIDES OP :FT. i \ O (� 3 I STEEL PIPE BOLLARD 61/2• COL.TOIZ IRFIN 1/4" 7A ; ' \ 7B 16 Z oNO SCALE 3z CONCRETESLAB Lu O/ -y I-I/4'PLATE EDGE xx 'BASE O PLATE ON �ACK J $ CENTER W Q • ^,_III OF COWDETAILS FOOR IF PER OTHER 20 A Oid 28 2 40 DETAILS OR IF NO CONT. Q _ _ _ POonNG,PROVIDE 5--0.50. 0 5 a m • - I = _ - -PAD x 12'TMC.W/9-04 EA. io i 1..1.1y S • • 1 WAY AT BOTTOM 0 42 9 CL J a c 6 GONG.FOOTIN:9 SIDE Sheet No. r _ TRASH ENCLOSURE- 0. ENCLOSURE SIDE ELEIlAT1 ON A10.0 16 ROOF FASCIA 11 CO��7.f�TF CURB G)TA�SH ENCLOSURE DETAILS SCALE 5" : I'-O" T.OP. 35 O NOTE LEGEND I 1/6'EXTERIOR PLASTER SEE EXTERIOR FINISH SCHEDULE. 30 2 2 X BLOGKIN6. 5 WALL FRAMING. 12" MIN. 12` MIN. 12'MIN. 4 PLYY4000 SHFA.THIN6.5 SEALANT OVER BACKIN6 ROD. 6 SHEET METAL DRIP. 27 83 t13 7 SFI�T METAL PLASTER CORNER M10ULD. ( 82 72 6 24(5,1 5ALVANIZID SHEET METAL FLASHING.PAINT TO ( 15 25 MATCH CONCRETE BLOCK WALL.SEE EXTERIOR FINISH SCHEDULE. / 33 20 9 I X HAILER 5 X NAILER 24 7 II GOLNTERSLIN G I/2'DIAMETER ANCHOR BOL AT 46'O.G. 24 PROVIDE BOLT AT EACH SIDE OF SPLICE. 3t n 112 5 P ' 27 PA BEYOND. PER .G.NA. $ u / 14 PLATE M 1'�-I4A PAI 24 NT.SEE EXTERIOR FINISHGH 5EDULE. I 4 25 i 15 (2)LAYERS 5/6'6YP5UM BOARD TYPE'X'. 3 16 24 GAUGE STANDING SEAM GALVANIZED SHEET METAL GAP WITH 34 -�/ — —_ 42 84 85 CMTm TAN STEEL'NJO,6 CLEAT AND SLOTTED 5CRE34 5GRS4 AND NEOPRENE NA5H R5 ATL244'OZ.SOVER MIRAFI 860 27 17 SHAPED SHM.OOFIN6. \, — --_ 16 I/2'EXTERIOR PLASTER SEE EXTERIOR ELEVATIONS. i 19 SOFFIT FRAMING. 25 K.20 6'CONCRETE BLOC TYPICAL AT TOP OF PARAPET. / 21 21 STEEL BEAM AND COLUMN.SEE STMJ T11RAL DRAWINGS. 44 , • ROOF DRAIN N 22 STEELANC+IOR BOLT.SEE STRUGTURrV_DRAWINGS. 25 25 1/ FO DE OT.CKIN6.WH.D TO ANGLE.SLOPE TO DRAIN MINIMUM 24 FASTENER AT 6'0/6. I /N 50ALE 1-1/2" 1'-0" 25 5'FIBER GANG 1 26 MODIFIED BITUMEN ROOM"OVER PLY WOOD ROOF d I BITUMENI \\J/ SWATHIN6. FlN 25 CANT/REGLET AT MODIFim BT OR BASE FLA5MIN6 SYSTEM SET IN 26 '.R r F STRLr-TU�RE,�9 RAWINGS. ----/ CONCRETE BLOCK 50 DISEAVE PIN WITH NEOPRENE/STAINLESS STEEL AA5HERS o 52'O/c, j� 47 43 µ I 5GALE 5" 1'-0" 51 CONCRETE MASONRY BLOCK.PAINT ALL EXPOSED .g / 71 5117E5. SIDE TO RECEIVE ROOFING NOT TO BE / \ PAINTED.SEE 5TRUGTURAL DRAWINGS. 45 31 52 24 6MW 6ALVANI2ED SHEET METAL GAP OVER Ei-ITISTUD Y'4LA H I NG -AT 'S5 MODIFI FORM. GAP SHEET SET IN HOT ASPHALT OR FLASHING CEMENT. 54 REGLET AND REMOVABLE FLASHIN6,FRY TYPE 'SM" Y i 21 1 48 1 OR EQUIVALENT. - SCALE 3" I'-O" 55 28 FLARED TOP EDGE,SEALANT. 96 INSULATION. 28 34 30 97 ANCHOR •TO•WALLL PROVIDESTEEL TEFL STUD AS Cl) 38 25 26 2 REQUIRED.ANCHOR TO FLOOR WITH 1NEJ-IT SLEEVE W SLOPE ANCHORS (AMA I.Gl3A.162U I/4• DIAMETER F, 34 WITH MINIFt1M I' EI•�t-81T. FILLET WB.D Q 1/4':FT. BRACKET ALL AROUND TO LADDER RAILS. LOCATE HORIZONTAL SE I SM I G JOINT ONE BRACKET AT TOP AND BOTTOM OF LAD 6'- V O'MAXIMUM DISTANCE BETNEEN. O 1 56 ROOF AGGEW LADDER;2'X 1/2' STEEL SIDE $ 5GALE 1-1/2" 1'-0" `O RAILS WITH I6'LONG RUNGS,FILLET WELD TO fA 24 LADDER RAIL5. N 3` SIM. I i 54 SEALANT OVER BACKING ROD. Q e • �\ 37 3 40 SEALANT ALL AROUND.TYPICAL. c g l—1` ��--�\ 1�2• i 41 2 X G1RB. of 42 TRIMMER OR HEADER JOIST, SEE STRUCTURAL c vo ! 27 ~ DRAYUNSS. u 45 9PRINO LATCH WITH INSIDE AND OUTSIDE HANDLES Z w o g I I 9 i AND PADLOCK HASP INSIDE Y 1 29 14 44 1'RIGID FIBER INSULATION AND METAL LINER LlJ -,a m 45 14 6AU6E STffi.COVER TA -e 2e 46 INTEGRAL GAP FIA;HIN6 N A 'a 37 6. 1 47 NEOPRENE SEAL ALL AROUND COVER tf a V 7 46 RUN BASE SHEETS AND PLIES UP CANT AND U VEIR .•. O r 74 MIN I GAP FLASHING. e e it 49 SET 40 LEAD FLANGE IN MASTIC.PRIME FLANGE N o • n o PRIOR TO STRIPPING Q 77 0 II g0 50 24 6AJ6E SHWT METAL Fl-A5HIN6 WITH FLARED TOP � ! CL EDGE AND SEALANT.PAINT FIAaHIN6 TO MATCH 51 CAST IRON PLLIM151 6 VENT STACK. b� 26 « 52 LEAD GAP BY •SANTA ROSA PRODUCTS' SEE CANT/REGLET AT N "d 55 MODIFIED BITUMEN PLASHING STRIP, z oo J FRAMED WALL 54 24 GAUGE SHEET METAL DRIP ED6E WITH / SCALE 5" I'-O" CONTINUOUS CLEAT.PAINT. 55 24 OMM GALVANIZED SHEET METAL FLASHIN6. / yg 31 70 S9 .56 SLOPE T? 7 METAL O PAINT AR FLEX-TUBE COLLAR 10 ROOF HATCH LADDER ROOF EAYE '7 SLOPE- 57' I'T ti9FxM6REce1VBZ . / T.O. 56 SLOPE PIPES AWAY FROM HOOD. a 5GALE I-I/2" I'-O" 6 1e _ 60 FASGI�PAINT.•32 EXTERIOR FINISH SCHWUIJ o Olr- SCALE 3" I'-O" 9TRlIGTURAL 17RAWIN69. o 28 S4 61 PROVIDE MINIMUM 4'CLEARANCE FROM PIPES TO n'- TOP OF CURB MINIMUM 2'BE'TPE04 PIPES. o,o 62 04 LEAD SHEET PAN WITHIN I'DEEP'J1MP. a o AREA SEPERATION AT I u0 65 MAIN avm-.o"DRAIN STRAINER WITH SLOPE 97 4 SERY I GE BLD'G. ROOF O-� "` R° OR DRAIN' AT O ER L A"'P" ° 1 4':FT. -.. 2a RING, PROVIDE 2' HIGH COLLAR AT OVEiFLOW Z c 3 s DRAIN. a c Y P t o GALE I-I/2" : I'-O" 77 a 65 (2)LAYERS 5i4•PLYWOOD AT BOTTOM OF SUMP-- 0 8 o ct c1 n L ——— — — 67 'J•MOULD. 66 STAINLESS STEEL SGRB"K THROUGH NEOPRENE 77 75 4 < WA5K8¢5 AND SLOTTED HOLES AT 24'OZ. 64 MlCH CAL EQIIIPM@IT. SEE ?,P HANICAL Ly I n 1Fil DRAYUN69. G I TO WA GRACE'ICE i WATER SHIELD'.TYPICAL AT m o 75 I 'I 1 71 SEISMICA56B•1BLY.AT PARAPET WALLS. 'm ? \::J\\ 27 72 5 OAJ6 FLFAFIING. a 28 L 14 i 'I9 244 GAUGE SF�T METAL GAP OVER PLATFORM, ROOFING. o I 2e a 27 ! 25 74 NON-COMBUSTIBLE! FACE FOR UPPERMOST 16' OF o m m N MINIMUM 90'HIGH PARAPET WALL. 1 0 F= g 79 25 I 41 4 9 37 i 15 HANbBt WIRE,06 WIRE AT 46'OZ,SADDLE TIE AROIIND IMAIN RUNNER S'¢ 76 ATTACH WITH(2)MI6 SGRB"IS TO ROOF STRUCTURE ABOVE. ,.:.y'•'::':. :.;.+-.+.':�• :C.}.•'s's.• TT GOMPRG5510N STRUT,2-1/2'X 20 6A 16E STUD,WITH(2)012 a SCREWS TO MAIN RlA*M LOCATE WITHIN 2'OF BR 64AN6 0 1 WllMS.MAXIMIM LENGTH 7'4'. a NOTE,SUSPEND®CEILIN6 SHALL COMPLY WITH 1 25 76 SET OF FOUR SP ED LAY BRAC.IN6 WIRES,MAXIMUM 45 DEGREES _ Mr�APTMt�. AT IW-6'PARAPET AT SHOWROOM,OMIT SCREED 6' FROM HORIZONTAL,ORIMCIED 90 DEGREES FROM EACH OTHEfI, SUSPENDED MEGHAN I GAL PLATFORM FOM T.O.P. 12 6A.WIRE,LOCATE AT 12'X 12'CENTERS. PLASTER GE I L I NG ALE 5" , 1'-0" B FRAMED PARAPET/CANT TM TYPICAL.ALL 5H^L ®YgTM�'TGHT T1RN9 MlNIM1M. �,,;,��EXTERICR ALE 3" : I'-O" ROOF EASE AT SCALE 5" : I'-O° eo I'WIDE METAL SCREED. ss 70 9 0-1 \�RPOF WELL SLOPE- SCALE 5" : I'-O" T.O.P. b 10 52 15 5 I eb e y 57 I $ S1 m 1 24 M 9 5e 1 /W/u� Q b 11 59 O LV U 3 so L 27 O $€ 25 + °° (W J 31 71 3 54 31 \ W g Q W U O id E 1 g.L J Q 40 54 23 81 28 c 4. 50 53 c Sheet No. t � A11.0 LUMBIN6 G VENT STACK PIPING THROUGH ROOF MASONRY PARAPET/CANT SCALE 1-1/2" : 11-0" I T.S. N.T.S. SCALE 5" : 1'-0" 49 O NOTE LEGEND I GOILIN6 OVERHEAD DOOR SEE DOOR SCHEDULE. s 39 St 3/8• 40 EXTERIOR OO4L ABOVE rIINI155HEDI FLOOR.FAINT. SCR .CHANNEL SCREWS AT Ib"O.G 9. 2'X 2'X I/4°STEEL ANGLE WITH 4"DEEP LA6 SCREWS AT 5 --- - 7 16"O.G. SET FLUSH IN SLAB AS SHOWN. a.• •,a. • I I mll, 4. GONGRETE PAVIN6.SEE SITE PLAN. 39 SLOPE I/8' .T. 5. CONCRETE FLOOR SLAB. b. 1'�ATHERSEAL BY MAN/FAGMtHt 17 ro �' •:I 17 n .•I •� , 7. METAL TRACK BEYOND. I{ LLLi 23 48 1S t5 8. METAL DOOR TRACK BY MANUFACTURER. TI LED DECK D DOOR 48 9. ALUMINUM THRESHOLD. 20 SCALE 3" I'-O" II. ALUMINUM DOOR STOP. THRESHOLDAT DECK 12. 2-PAR7 ELASTOMERIG SEALANT OVER PREFORMED JOINT FILLER IO A DOOR B WINDOW I IS. VINYL/CARPET REDUCER ze A AT GMU WALL 14. CONCRETE MASONRY BLOCK WALL.SEE STRUCTURAL ORAWIN65. EXTERIOR HOLLOW METAL 5. 20 GAUGE HOLLOW METAL FRAME WITH PAINT. S GOI NEH D ATTACH S TO WALL WITH 3 ANCHORS PER.IAMB.PAINT.SEE FINISH DOOR 28 SCHEDULE. " 28 FRAME-JAMB 16. GTHRESFOLD SET MASTIC.PROVIDE 2 ROWS OF SEALANT AND s 4J S34 CALE 3" I'-0" 11. METAL DRIP. M 28 i 7 a n 17 43 15. FLOOR FINISH.SEE ROOM FINISH SCHEDULE. EXTERIOR INTERIOR EXTERIOR INTERIOR Iq. PRE-FINISHED FRAME. i 3/8' t� 17 20. DOOR,SEE DOOR SCHEDULE. 24 24 Ir' 28 21. PLYWOOD WALL SHEATHIN6.SEE STRUCTURAL DRAWINGS. 30 1 22. ALUMINUM STOREFRONT.5EE EXTERIOR ELEVATIONS,EXTERIOR n - FINISH SCHEDULE. 21 25. I/2'DEEP EXPANSION JOINT 10'-O'O.G. 43 24. STOREFRONT DOOR,SEE DOOR SCHEDULE. y d W 17 29 25. 24 GAUGE SHEET METAL FLASHING. 2 INTERIOR 26. WALL FRAMING.SEE WALL LEGEND,WALL TYPES. a STOREFRONT DOOR HEAD STOREFRONT DOOR HEAD EXTERIOR 3/ BAT WOOD STUD WALL 2T. PROVIDE WAINSGOr PER ROOM FINISH SCHEDULE,WHERE 0 6 T STUD WALL I I T TRANSOM (JAMB SIM.) 23 GO I L I NG DOOR HEAD 25 5/8"GYPSUM BOARD TYPE"X".SEE INTERIOR FINISH y 5otIEvuLE. a SCALE 3" I'-O" 50 29 SEALANT OVER BACKING ROD. o 28 50 20 6AU&E HOLLOW METAL FRAME WITH WELDED CORNERS.PAINT. o SEE FINISH DOOR SCHEDULE. Z ¢ 2• 2' ui 51 'J'MOULD. N • _3/q• —ai EXTERIOR INTERIOR 42 92 SHIM. EXTERIOR HOLLOW METAL 55 SHEET METAL DRIP. 31 24 FRAME—HEAD I ^ 54 T/B'EXTERIOR PIASTER SEE FjCI'ERIOR FINISH SGFgDI1L.E. 10 V _ '_(J 55 SHEET METAL PEEP SCREED. 37 17 SCALE 3" '-0" 56 WALL SHEATHING.SEE STRUCTURAL DRAWINGS 4� I d7ti i 29 18 sT INTERIOR STOREFRONT N o0 s 25 � 98 4 X 4 FRAMING AT JAMB. 24 18 28 29 27 19 2p a a� a 59 TILED DECK SURFACE OVER THIN5Er.SLOPE TO DRAIN. 4 3^ --- — 40 1-1/2'MORTAR BED OVER MIRAFI B60 DECK WATERPROOFING. 41 CANT BY WATERPROOFING MANUFACTURER 'ss ! P' •,P-• '• `I\,/ 42 CONCRETE MASONRY WALL. Y � •� 0 •• .. `i M 28 48 SHEET METAL DRIP FLASHING.PAINT. t?•- - n F 12 INTERIOR STOREFRONT ''. ,♦ WINDOW GLAZING. g o 31 45 STEEL CHANNEL JAMB WITH 6'DEEP ANCHORS AT 16'O.G.TO o `�OOR AT STUD WALL STOREFRONT THRESHOLD 4'o•ABOVE PINISFgD FLOOR,PAINT. Z ... _....•. L16W WEIGHT CONCRETE YOOOD F THI Z L SCALE 3" I'-O" 12 34 29 s STFJZTI/RE.AT SECOND FLOOR STORAGE AREA,LIGHT ram& 3� o$ " SCALE 3" I'-O" \ 38 CONCRETE TO BE OMITTED. �8 0�8 28 31 n 41 CANT BY WATERPROOFING MANUFACTURER 48 GL.AZIN6,6LAZIN6 STOP_ J INTERIOR PREF I N I SHED DOOR 29 " 4A 24 6AU&E SHEET METAL DOOR PAN FLASHING SET IN MASTIC. •.~�•• 2. I I 50 GLAZING AND KNOOW SOP,WHERE OCCURS. - - FRAME-J BAM HEAD SIM II s ze SCALE 3" I'-0" io 1 o m n 8 rn F= s �� 13 20 28 28 48 47 � n a� O 1e 0�1J 6 AT WOOD STUD WALL : -$ 2 GO 1 L I NG DOOR JAMB 19 SCALE 3" '-0" 1 INTERIOR DOOR AT — — E 4 3 �. (�PTOR�EFRONTALE 30° INTERIOR THRESHOLDS 28 13 � SCALE 3" I'-O" --- — ------ -- �-(�-� INTERIOR PRE-FINISHED W I NDOW I 2° 8 FRAME-JAMB (HEAD SIM.) ' ' ..•� cz p� SCALE 3" I'-O" �• oI 32 26 28 J, INTERIOR S GO I L I NG DOOR SILL a SCALE 3" I'-0" m 0 W �t54 3 0 i i 29 20 0 Z ¢ _ Q € 40 39 4 w O S1A� � zoid e Q W M Y. ei E. 3/8 Q 12 (L� a 5 10 Q 34 ?? EXTERIOR HOLLOW METAL DOOR L Sheet No. STOREFRONT DOOR JAMB q T STUD WALL TILED DECK AT STUD WALL T STUD WALL THRESHOLD AT GRADE SCALE 3" I'-O" I SC SCALE 3" ALE 3" I'-0" : '-0" ■Al2 0 I 19 O NOTE LEGEND I EXTERIOR ALUMINUM STOREFRONT,GLAZING.SEE EXTERIOR ELEVAnONS,EXTERIOR FINISH 3 SGFIEDIILE. 10 \\ \ s to a 2s 12 2 SHEET METAL PEEP SCREED. 5` s 9 9 BLOCKING. —7—N—T— 4� ; ----- ----------- 4 WALL FRAMING.SEE WALL TYPES,WALL LEGEND. is 9 siH•GYPSUM BOARD TYPE'x•. .•.c I I. .�..4. '- _________________ �� 10 b 6 SEALANT OVER BACKING ROD. $_ II 8 2 • !.LI' • 05 FFfTFlN. 1 3/H'SHIM. _________________ m CE]UNG� H 7/H'SHIM. all \ "•• 18i7� 7 11 4 ANCHOR BOLT. ..•a': 10 "1/H•EXTERIOR PLASTER.SEE EXTERIOR FINISH a "• 1e ZJ A AT INTERSECTION S(FEDULE. 10 4 II ACOUSTIC,CEILING. SEE REFLECTED CEILING PLAN. s t2 INTERIOR STORHPiONT,GLAZING. EXTERIOR SILL AT S 12 IS 24 GAUGELAPPED 4',SHEET METAL FLASHING LAPP 4',SET RAISED CURB 3,8. IN MASTIC OVM YRR GRACE'ICE AND WATER SHIELD.' g I ALE 3 I'-O STOREFRONT AT � SC " : " NTRY 7 Ia C.oNGRE7E SLAB FLOOR/FLOOR sTRUGTJRE. a SCALE 3" '-O" 3 15 ELA5rOMER1c SEALANT OVER PRffORFED JOINT PILLIR 5 s A16 'J'MOULD. B HORIZONTAL , i.' IT 24 GAUGE PAINTED GALVANIZED METAL DRIP FLASHING WITH _g• 1e J6 001,1TIN1OU CLEAT. S 4 25 � 20 IH PRESSURE TREATED SILL PLATE. 14 a 14 WALL SHEATHING. € e $ AT STUD WALL 12 20 BASE SEE INTERIOR FINISH SGMEDULE. a � 21 SHEET METAL DRIP. INTERIOR SILL AT 22 LOFMIJACENT CONCRETE PAV NG. LU so FLOOR FRAMING ds I^ I i 7 24 LIE O SOFFIT,WHERE 000JR9.SEE REFLECTEDCOLIN&PLAN. a 1 SCALE 3" -O" . .• , e � ..,__ G SILL 17 25 ALUMINUM BRAKE METAL.MATCH STOREFRONT V FINISH. ..•x4 14 26 INTERIOR STOREFRONT,WHERE OGGURRS. N 37 s s '.,�+ 4+}••- SLOPE Q ,o ,e — 2-7 CONTINUOUS SOFFIT VENT WITH NON-CORROSIVE o0 SGR�N.PAINT TO MATCH ADJACBtF EXTERIOR pB o STOREFRONT AT PERPENDICULAR :`= :-: ::: : .a.' : : 2H (4)I2 GAUGE BRACING wIREB NUTH ls)nGHT TuuRs EacH -. a 33 . :4; •�. END AT 12'-0'O.G.EACH WAY. :— ALL FRAMING 29 12 GAUGE HANGING WIRE WITS(B)TIGHT TURNS EACH END AT Lu • ��� ' \ Q • n. •.• �. .• , 4'O'O.G.PROVIDE COUNTER SLOPING MRG1 WHERE WIRE IS —si a m GJ SCALE 3" : I'-O" A MORE THAN 1.6 OUT OF PLUMB. sA a 23A SECTION ELEVATION 90 2-I/2'x 20 GAUGE VERTICAL STRUT. 0-0 e o - $ zt SILL AT HALF WALL 91 AOOUSnC TILE GRID SYSTEM. to t % N. 92 FIRM END DO NOT ATTACH AT(2)ADJACENT EDGES OF GRID. a °� —————— ,2 XTERIOR STOREFRONT 9s LOCATE NFIES HIN W-O L STRUT AND SET AL S, DtAGONa_ 27 S 1. I I MAXIMUM OF 12 N BOTH DIRECTIONS. AND A SCALE 3" : P-0" 00 = Q-��VFLASTER SOFFIT I 94 MODIFIED BITUM N CAP SHEET,SET IN HOTALE 3" : 1'-0" ,e m ------ THROUGHN.I'CAPS AT 6'04. SEE ROOF PIA 39 ASPHALT OR FLASHING CO-ENT,AND NAILED AT TOP o a — 4. 29 28 30 33 e 4 95 SET FLASHING IN MASTIC. 7 SPS 7 AT STOREFRONT END ° 96 "2*SHOT PINS AT 92'O G UM.MINIM 1/2' D EMBEDMENT. USE RAMSET DES 1500,1 Z.B O. \ ` \ SOFFIT APPROVAL OR APPROVED EQUAL C,7NCRETE SLAB.AT SECOND FLOOR USE Ibd NAILINGS AT H' o g O.G.U.N.O. ,s o s s , 12 a 99 IN V PLASTER SCRE WITH ALUMINUM MILL g o H. 98 CLEAR SILICO SEALANT. z° NE 6 94 LINE OF HT IP WALL BELOW INTERIOR STOREFRONT. z .. e EXTEND STOREFRONT END bULLON TO FL.00R u �' c I I 7 ¢8Vcg I .I 10 N c 32 31 7 18 � - e o 17 1 9 N � sSTOREFRONT JAMB 9 AT EXTERIOR STOREFRONT �GUR\lED WALL SUSPENDED GE I L I NG E 2SCALE 3" : I'-O"s 7 �{ I SCALE 3" 1'-O" / S 4 ------ 3e s STOREFRONT AT Q CLEARSTORY D eurr GLAZING ,9 , 24 SCALE 3" : I'-0" STOREFRONT JAMB DNA ERIOR STOREFRONT 3 SI�L�L 5SIMILAR FkL 4 SCA I'-O' s 3 �� 15 GYPSUM BOARD SOFFIT 19a¢ ,2 ,e a o SCALE 3 1-O 2 3 4 e O W b O $' ,o SLOPE 1' W c ..�. 4 ..4 11 +.�. 21 to 3 iFu CO is Lu idQ" @ ^�—� ----- ---- Il "..� 3/8� 1e Q W Al E 0 (L J V O Sheet No. &S-- S NT&—n)�X7ERIOR ILL 6 STOREFRO HEAD 4 STOREFRONT JAMB A13 0 GREEDGE 3" : I'-O" SCALE 3" : I'-O" SCALE 3" : I'-O" ' 3'-0' O NOTE LEGEND V-0' I WALL.FRAMING.SEE FLOOR PLAN,WALL LEGEND FOR WALL TYPE 75 AND WIDTH. 31 r_ ___ ___ ___ _ _ 2 5/6'GYPSUM BOARD TYPE'X'.SEE INTERIOR FINISH s` A SGHE37ULE. < 14. 'y 1 4" 5 DRINKING FOUNTAIN.SEE PLUMBING DRAWINGS 4 LEVER/PUSH BAR TYPE CONTROL LOCATED b•MAXIMUM FROM 22 'g{, FRONT ED&E 34 \/\f 25 MU 5 BUBBLER OUTLET LOCATED MAXIM b'FROM FRONT EDGE. - \ 42 b CONCRETE SLAB.SEE S'fRIKTURAL DRAWINGS. 15 33 8 _ T BEAM.SEE STRUCTURAL I7RAWIN65. 30 27 1/4- 0 17 6 1-In IN"OD.HANDRAIL 54'ABOVE STAIR NOSG. ~ n Y a•. ° i r--- --- --- -- 4 CERAMIC TILE COUNTERTOP BACK AND 51M SPLASH. M Is. a 10 INSULATED HOT WATER AND DRAIN LINE. � II SPLASH. 12 SELF RIMMING SINK WITH LEVER CONTROLS. SEE ° Zg 25 PLUMBING DRANN65. 15 NOT USE. 18 14 FINISHED SURFACE. 1y 12• \AT SIJ�JFEN5IO PIPE 15 PLASTIC LAMINATE SURFACE WITH 5G7UARED EDGE. Ib PLASTIC, LAMINATE GOVERED UNDER COUNTER s STAIR AT STORAGE SORT P'°NEL- SCALE -/2" 44 IT 2•DIAMETER HOLE FOR UNDER COUNTER GABLES. 16 RUBBER BASE. �. 32 19 3/4'PLYWOOD SHEATHIN6 AT SLOPED SURFACE. RECEPTION COUNTER 4 �y d 37 43 20 FLOOR FRAMING.SEE 5TRU67i112AL DRAWINGS. I SCALE I-I/2" I'-O" a a 21 PLYW000 FLOOR SHEATHIN6. 22 LIGHT FIXTURE.SEE FI rr TRICAL DRAWINGS. K3 - 1 4" 25 EXTERIOR PLASTER. y 25 ~ 49 45 24 AK 6RACE 'ICE t WATER SHIELD OVER WOOD 37 48 40 47 to 'm FRAMING. W 9 SLOPE 25 CONCRETE MASONRY WALL.SEE EXTERIOR FINISH 9 a SGHE3711LE. Q n SLOPE I/4 P.T. 26 SAW DIAMOND PLATE TREAD AND RISER.PROVIDE CONTRASTING 2'WIDE 97RIP AT EACH STAIR NOSING,STAIR U O $ __________________ 24 2i APPROACH I'FROM TREAD EDGE 0 s U) 27 5'X 4'1/4.STEEL ANGLE AT EACH 5TRINGER. N e ______________ i 12 :�; ___ ___ ___ __ 28 GIZ X 20.T STEEL CHANNEL STRINGER PAINT.TYPICAL OF Q o F t 0 A f___ ___ ____ (2). e 24 ANCHOR BOLT. c r 10 50 CONCRETE SLAB. W 2`A 91 I-In'OD.STANDARD PIPE RAIL MAXIMUM 5'-0'O.G. �IAT EXTERIOR PAINT. =U , ------------------ � n 32 92 HORIZONTAL I-In'O.D.PIPE RAILS,SPACING As U J _ 39 INDICATED.PAINT. o�e 1` 1` 1 4• 55 5'X b'1/4'STEEL PLATE.PAINT. Z ~a e 'r 37 94 (2)1/ ' IA O X I"LONS STUD 5 CHANNEL AT EACH PIPE RAIL ` a H a a i 2i $ AT GMU WALL/GUTTER y, y 55 I-In'DIAMETER HANDRAIL.RETURN TO VERTICAL SUPPORT, tibo s 74 56 6'X 6'1/4"METAL PLATE ATTACHED TO 9TRLI0-71.11RAL BEAM - < WITH WITH(4)1/4'MACHINE BOLTS. 5T 2-In' PIPE SIEVE AT EACH REMOVABLE GUARDRAIL 42 SECTION.Yaa.D TO PLATE. 56 (2)1/4"MACHINE BOLTS AT EACH PIPE RAIL SUPPORT. t AVATORY COUNTER 59 STEEL TUBE.PAINT.GR ND ALL WELI79 SMOOTH. ao ,30 40 1-In'STEEL DECKING.SLOPE TO DRAIN. 49 n 41 SUSPENDED PIPE SUPPORT STEEL ATTACHMENT PLATE AND a o "� �lA I TER OR EMBEDMENT ANCHORS.PAINT.SEE STRUCTURAL DRAWNGS. a 5 42 Z-In' O.D.SUSPENDED PIPE SUPPORT.PAINT.SEE � STRUCTURAL DRAWIN65. o ..Y o SLOPE 1/4.P.T. _ 4 GUARDRA I LMANDRA I L 45 RECL ANV REMOVABLE SHEET METAL FL A.5HING.PAINT TO t a MATCH ADJACENT WALL COLOR s 3 18• SCALE 5" : 1'-0" ~ 44 FLARED TOP EDGE AND 9EALAN7. y J S 39 3D 45 74 GAUGE SHEET METAL 6UTTH2 PAINT.SLOPE TO DRAIN. aF 32 46 24 GAUGE SHEET METAL FL.AS41M6,DRIP® oGE PAINT. a O Jt ti 47 4'X 4'X 1/4'STEEL ANGLE PAINT. u O 46 SHEET METAL DOWNSPOUT. 9ggg . 49 24 GAUGE SHEET METAL DRIP EDGE WITH CONTINUOUS CLEAT. rn B 31 50 SUSPENDED PIPE SUPPORT STIFFENING PLATE.PAINT.SM 4 n M < C D AVIE '4 9TTNUCTUfiAL DRAWIMkGS. 4 32 32 51 HANDRAIL BRACKET MINIMUM 66'OL.ATTACH WITH 5/6' N CANOPY DINNER LAG BOLT THROUGH SOLID EL.00.KIN6. a$ I SCALE 5" : 1'-0" b U U 1 DRINKING FOUNTAIN 15 LOCATED WITHIN ____ 37 MINIMUM 15" DEEP X 52" WIDE ALCOVE se 12" 1 4' 0 'n 34 RINKING FOUNTAIN 20 SCALE 5/4" I'-U" / 37 8 31 � 5 v a / Y 23 2S — \E� 21 0 31 A PETAIL o ° 2• GUARDRA I L SCALE 1-1/2" ; 1'-0" - G N W Q b ' o a C3 W / 40 0 5 2 W <M Q W O � . 52 � st 2e E a Q J oSheet No. GONGRETE MASONRY WALL &5c STUD WALL FRAMING 6 HANDRAIL AT WALL 2 STAIR AT STORAGE A14.0 GALE 5" : 1'-0" SCALE 5" : 1'-0" SCALE 1-1/2" ; 1'-0" �IBECKER Ail® ASSOC. MECHAMCAL 1320 FLYNN RD. WTE 84 04� A CONSUL�TM MC CHAMCAL CAMAMLLO, CALF F. EN0NEERS FOR 93012 PARAMSE CROUP HVAC AND PMNG NOTES ENERGY REWREMENTS ALL LOCATIONS OF EQUIPMENT,PIPING AND DUCTWORK ARE SHOWN DIAGRAMMATICALLY. ALL DUCT JOINTS SHALL BE ACCOMPLISHED UTILIZING A LIQUID TYPE DUCT SEALANT WASTE VENTS SHALL NOT TERMINATE LESS THAN 10 FEET FROM,NOR LESS THAN 3 FEET ALL MECHANICAL,PLUMBING AND CONTROL SYSTEMS SHOWN ON EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN REQUIREMENTS FOR PIPE INSULATION: NO ATTEMPT HAS BEEN MADE TO SHOW ALL OFF-SETS OR TRANSITIONS THE SPECIFICALLY FORMULATED FOR DUCT SEALANT. EITHER'GLEN KOTE'OR'VULKEM'DUCT ABOVE,ANY OPERABLE WINDOW,DOOR,OPENING,OR AIR INTAKE. THESE DRAWNGS AND INDICATED IN THE SPECIFICATIONS SHALL INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO MECHANICAL CONTRACTOR SHALL COORDINATE ALL AIR TERMINAL INSTALLATIONS WITH SEALANTS ARE ACCEPTABLE. UNDER NO CIRCUMSTANCES SHALL ANY TYPE OF DUCT TAPE BE CONFORM TO THE FOLLOWING. TEMPERATURE WTHIN THE ZONE. WHERE USED TO CONTROL HEATING, ALL SPACE CONDITIONING AND SERVICE HOT WATER PIPING SHALL BE THE REFLECTED CEILING PLAN A D VERIFY THE CORRECT PLACEMENT OF ALL DUCTING CONSIDERED AN ACCEPTABLE JOINT SEALER. SEALING SHALL BE PER PAGES 1.8,1.9.1.10.1.11 THE CONTROL SHALL BE ADJUSTABLE DOWN TO 55 DEG.F.OR LOWER. INSULATED ACCORDING TO THE REQUIREMENTS SET FORTH IN SECTION WITH THE VARIOUS TRADES PRIOR TO FABRICATION. CONTRACTOR SHALL ADIMERE 70 h 1.12 h TABLE 1-2,SMACNA DUCT CONSTRUCTION SANDARDS FOR SERVICE TAKE-OFFS FROM GAS MAIN$,USE RIGHT AND LEFT COUPLINGS ON PIPING. EQUIPMENT AND SYSTEMS EFICIENCY: FOR COOLING,THE CONTROL SHALL BE ADJUSTABLE UP TO 85 DEG F. 123,TABLE N0.1-G OF THE ENERGY EFFICIENCY STANDARDS. THE DRAWINGS AS CLOSELY AS POSSIBLE,VARYING DUCT RUNS AND SHAPE(IF THE CONNECT TO EQUIPMENT NTH GROUND UNION JOINTS. INSTALL BALL VALVES AT OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, DUCTWORKINSTALL.A.G.A. AS REQUIRED TO MEET STRUCTURAL AND OTHER INTERFERENCES AS REQUIRED OUTLETS AND EQUIPMENT CONNECTIONS. INSTA APPROVED GAS REGULATORS SEE EQUIPMENT SCHEDULES FOR APPUCA13LE COEFFICIENT OF THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF AT INSULATION SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE UBC, BY THE PROJECT. CONCEALED DUCTS SHALL BE ADEQUATELY SUPPORTED PER THE DETAILS ON PLANS AND IN WHERE REWIRED TO PROVIDE LOW PRESSURE(APPROX.6°NC)SERVICE INSTALL PERFORMANCE,ENERGY EFFICIENCY RATING AND/OR COMBUSTION UMC,AND THE FIRE MARSIHALL COMPLIANCE WITH PAGES 4.1 AND 4.2 OF THE SMACNA DUCT CONSTRUCTION STANDARDS WIRE WOUND BELLOWS TYPE BRONZE EXPANSION JOINTS AT EACH SERVICE CONNECTION EFFICIENCY OF SPECIFIED EQUIPMENT. NO SUBSTITUTION OF FOR STRAP AND ROD HANGER SIZING SEE TABLES 4-1 AND 4-2 OF THE SMACNA DUCT TO EQUIPMENT. USE REDUCING FFInNGS WHERE PIPES REDUCE IN SIZE, EQUIPMENT HAVING A LOWER EFFICIENCY RATING SHALL BE ALLOWED. (FAST 5 DEC.F.WITHIN WHICH THE SUPPLY OF HEATING AND ALL DUCT SIZES ARE INSIDE CLEAR DIMENSIONS CONSTRUCTION STANDARDS ALL DUCTWORK SHALL BE SEISMICALLY BRACED PER SECTION WRIER HEARING SY5IEMS _ 603.1.3.4,1997 UMC R FOR DUCTING WITH CROSS SECTIONAL AREA 6 SQUARE FEET OR ANY APPUANCE FOR WHICH THERE IS A CALIFORNIA STANDARD COOI OFF NG IS SHUT O OR REDUCED TO A MINIMUM. LARGER,PER 1998 SEISMIC RESTRAINT MANUAL PUBLISHED BY SMACNA. INSTALL WATER HAMMER ARRESTORS IN UPRIGHT POSITION IN HOT AND COLD WATER UNES ESTABUSHED IN THE APPLIANCE EFFICIENCY STANDARDS MAY BE THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND EQUIPMENT MAY INSTALL MANUAL VOLUME DAMPERS AT EACH AIR DIFFUSER BRANCH AS FAR FROM BEFORE UST FIXTURE ON BRANCH LINES AND/OR ANY WATER SERVICE SERVING ANY AUTOMATIC _ INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN DEG.F. BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE THE DIFFUSER AS POSSIBLE (DAMPER SHALL BE TWO GAUGES LARGER SHEET VALVE(CLOTHES WASHER,DISHWASHER) COMMISSION,AS SPECIFIED IN THOSE REGULATIONS,THAT THE EQUIPMENT MEETS OR EXCEEDS ALL APPLICABLE EFFICIENCY THERMOSTATS SHALL HAVE ADJUSTABLE SETPOINTS ACCESSIBLE ONLY REQUIREMENTS LISTED IN SECTION 113 d-THE ENERGY EFFICIENCY METAL THAN DUCT). LOCATE IN ACCESSIBLE AREAS W THE CASE OF A PLASTER OR THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG CUTS OF ALL PROPOSED HVAC APPUANCE COMPILES WITH THE APPLICABLE STANDARD FOR THAT TO AUTHORIZED PERSONNEL 9 OTHERWISE-SOUD°C13UNG CONSTRUCTION.BALANCE OF AR SYSTEM SHALL BE EQUIPMENT,DUCT MATERIAL,JOINT SEAL14C.CONTROLS AND DUCT INSTALLATION TO THE APPLIANCE. INCLUDED ARE ROOM AR CONDITIONERS,CENTRAL AR STANDARDS: OIL-FIRED STORAGE TYPES>105,ODO BTU/HR;OIL- CONDUCTED PRIOR TO COMPLETION OF SAID COUNC UNLESS ALL VOLUME DAMPERS ARE PROJECT ENGINEER AT AL NIBECKER AND ASSOC.FOR RENEW AND APPROVAL PRIOR TO ROUGH-IN AND INSTALL PLUMBING FIXTURES AT A HEIGHT RECOMMENDED BY THE CONDITIONING HEAT PUMPS(REGARDLESS OF CAPACITY,EXCEPT FIRED NON-STORAGE TYPES>210,000 BTUMR;GAS-FIRED NON- DEEMED ACCESSIBLE BY SOME OTHER MEANS INSTALLATION PER PG.2.15,SMACNA DUCT BEGINNING WORK(N ORDERING ANY EQUIPMENT. MANUFACTURER UNLESS OTHERWISE INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS THAT REQUIREMENTS FOR CENTRAL AR CONDITIONING HEAT PUMPS WALL MOUNTED THERMOSTATS SHALL BE LOCATED AT 36'TO 48° STORAGE TYPES>200,000 BTU/HR. e CONSTRUCTION STANDARDS OR HANDICAPPED CODES AND REQUIREMENTS NTH COOLING CAPACITY OF 135,000 BTUMR OR MORE APPLY TO ABOVE FINISHED FLOOR. 1NEER HEATING PERFORMANCE BUT NOT COOLING PERFORMANCE),OTHER UNFIRED SERVICE WATER HEATER STORAGE TANKS AND BACKUP TANKS yy�� HEAT PUMPS SHALL BE INSTALLED WTH CONTROLS TO PREVENT FOR SOLAR WATER HEATING SYSTEMS SHALL HAVE EITHER EXTERNAL ^ T THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ALLOWING FOR THE MANUFACTURER'S CENTRAL TU CONDITONEItS NTH A COOLING CAPACITY LESS THAN y i PROVIDE DIELECTRIC INSULATORS BETWEEN DISSIMILAR METALS. INSTALL UNIONS ON 135.00D BTU METING RESISTANCE SUPPLEMENTARY HEALER OPERATION WHEN THE INSULATION NTH AN INSTALLED RE-VALUE OF AT LEASE R-12; VERIFY ALL SECTIONS AND SHALL NOTIFY PRIOR JE DUCT FABRICATION RON AND EQUIPMENT RECOMMENDED CLEARANCE FORM HERE NECESSARY AND PROPER EQUIPMENT OPERATION. CONTRACTOR /HR,FAN TYPE CENTRAL FURNACES WITH INPUT RAZE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE ELECTRIC INTERNAL AND EXTERNAL INSULATION NTH A COMBINED R-VALUE d PLACEMENT. CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT PROMPTLY WHEN CONFLICTS SHALL PROVIDE ACCESS PANELS WHERE NECESSARY TO MAINTAIN THE SYSTEM. EACH BRANCH FROM HORIZONTAL MAN ADJACENT TO EACH SCREWED VALVE AND ON LESS THAN 400,000 BTU/HR,BOILERS.WALL FURNACES,FLOOR RESISTANCE SUPPLEMENTARY HEATER OPERATION IS PERMITTED DURING OCCUR. CONNECTIONS TO EQUIPMENT. FURNACES,ROOM HEATERS,UNIT HEATERS,AND DUCT FURNACES OF AT LEAST R-i6;OR SUFFICIENT INSULATION SD THAT THE HEAT A� TRANSIENT PERIODS,SUCH AS START-UPS AND FOLLOWING ROOM O �• SHALL HAVE BEEN CERTIFIED TO THE CAUFORNIA ENERGY LOBS OF THE TANK SURFACE BASED ON AN BO DEG.F.WRIER-AIR •Pd, * WHERE'SMAGNA DUCT CONSTRUCTION STANDARDS'ARE REFERENCED,REFERS TO°HVAC DUCT COMMISSION BY ITS MANUFACTURER TO COMPLY NTH THE THERMOSTAT NT ADVANCE,WHEN CONTROLS ARE FRONDED TEMPERATURE DIFFERENCE SHALL LESS THAN 6.5 BTUMR/SF. 1SN03B WHICH USE PREFERENTIAL RATE CONTROL.INTELLIGENT RECOVERY, ALL SUPPLY AND RETURN DUCTWORK AND PLENUMS FROM AIR CONDITIONING UNITS SHALL CONSTRUCTION STANDARDS,METAL AND FLEOOBLE°,1995 EDITION,PUBLISHED BY SHEET META PROVIDE PROTECTIVE PANS UNDER OR OVER INDIVIDUAL PIPES PASSING OVER HIGH APPLIANCE EFFICIENCY STANDARDS BE ACOUSTICALLY UNED FOR AN EQUIVALENT ACCUMULATED LENGTH 15'FROM EQUIPMENT. AND AR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION,INC. VOLTAGE ELECTRICAL EMUS DUCT,SWTCHGEAR EQUIPMENT OR ELEVATOR EQUIPMENT. STAGING,RAMPING,OR SIMILAR CONTROL MECHANISMS DESIGN TO IF A CIRCULATING HOT WATER SYSTEM IS INSTALLED,IT SHALL PRECLUDE THE UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING HAVE A CONTROL CAPABLE OF AUTOMATCALLY TURNING OFF THE LU LINER SHALL BE FIBERGLASS MAT FACED DUCT UNER,1-1/2 LB./dU.FT.DENSITY, THE FOLLOWING SPACE CONDITIONING EQUIPMENT MAY BE INSTALLED DURING THE RECOVERY PERIOD. SUPPLEMENTARY HEATER OPERATION lJJ E 1°THICK. WHERE DUCTING IS EXPOSED TO AIR AT AMBIENT TEMPERATURE,DUCTS SHALL ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT IS ALSO PERMITTED DURING DEFROST. CIRCULATING PUMP(S)WHEN HOT WATER IS NOT REQUIRED. _ BE LINED AS SPECIFIED NTH MIN.2'DUCT LINER. LINER SHALL BE INSTATED PER ALL INDIRECT WASTE UNES SHALL DRAIN INTO WASTE SYSTEM AND SHALL BE HORIZONTAL DRAINAGE PIPING SHALL BE RUN IN PRACTICAL ALIGNMENT AND UNIFORM MEETS OR EXCEEDS ALL APPLICABLE EFFICIENCY REQUIREMENTS LAVATORIES W RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED a PAGES 2.25,2.26,2.27 AND FIGURE 2-19,SMACNA DUCT CONSTRUCTION STANDARDS INSTALLED WITH AN AR GAP AS REWIRED BY CODE. CONDENSATE DRAINS FROM HVAC SLOPE OF NOT LESS THAN ONE-FOURTH OF AN INCH PER FOOT OR TWO PERCENT TOWARD LISTED IN 112 OF THE ENERGY EFFICIENCY STANDARDS;ALL AR EQUIPMENT SHALL BE INSTALLED WTH TRAP AND REWIRED AR GAP. CONDENSATE THE POINT OF DISPOSAL,UNLESS OTHERWISE SHOWN ON DRAWNGS OR SPECIFICATIONS. CONDITIONERS,HEAT PUMPS AND CONDENSING UNITS>135,000 WTH: (� DRAINS SHALL BE INSULATED NTH MIN,1/2'THICK CLOSED CELL SOFT NEOPRENE BTUMR;ALL WATER CHILLERS;ALL GAS-FIRED BOILERS>301 OUTLET DEVICES THAT OMIT THE FLOW OF HOT WAIER TO A MAOMUM ALL WORK SHALL COMPLY WITH STATE.LOCAL AND NATIONAL CODES AND ORDINANCES RNSULATION WHEN INSTALLED WTHIN THE BUILDING ENVELOPE CONDENSATE GRANS BTUMR;AL OIL-FIRED BOILERS>225,000 BTU/HR;AND ALL WARM CONTROLS SHALL BE PROVIDED TO ALLOW OUTSIDE AR DAMPERS OR OF 0.5 GALLONS PER MINUTE N SHALL BE CONNECTED TO 114E NEAREST WASTE PIPING. CONDENSATE DRAINS SHALL COLD AND HOT WATER PIPING SHALL BE SEAMLESS COPPER TUBING,DRAWN TEMPER TYPE AR FURNACES AND COMBINATION WARM AR FURNACES/AIR- IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. HAVE A MIN.SLOPE OF 1/4'PER UNEAR FOOT DOWNWARD TO POINT OF CONECTION. L WHEN INSTALLED ABOVE GROUND AND TYPE K WHEN INSTALLED BELOW GROUND. CONDITIONING UNITS>225,000 MMR. FAN TYPE CENTRALDEVI IN STD OPERATED AT THE VENTILATION RATES AS SPECIFIED S. FOOT ACTUATED CONTROL VALVES.AND OUTLET DEVICES THAT UMIT N m FURNACES SHALL NOT HAVE A PILOT UGHT. THE FLOW OF HOT WATER TO A MAXIMUM OF 0.75 GALLONS PER MINUTE a ROUND DUCTWORK SHALL BE GALVANIZED STEEL SHEET METAL.SPIRAL SEAM,WITH GAUGEse AS SPECIFIED IN TABLE 3-2A,SMACNA HVAC DUCT CONSTRUCTION STANDARDS VERIFY NO PIPING SHALL BE INSTALLED IN LOAD BEARING FOOTINGS WATER PRESSURE IS TO BE A MIN.OF 50 PSI AND A MAX OF 80 PSI SERVICE AS PER PIPING,EXCEPT THOSE CONVEYING FLUIDS AT TEMPERATURES BETWEEN GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN pRppMltt SENSO R ACTUATED CONTROL VALVES,AND OUTLET DEVICES a a PRESSURE CLASS OF DUCTWORK WITH PROJECT ENGINEER AT NIBECKER R ASSOCIATES 2000 U.P.C.SECTION 608.2. WHERE WATER PRESSURE IS ABOVE ED PSIG THE CON- 60 DEG.F.AND 105 DEG.F..OR WTHIN HVAC EQUIPMENT,SHALL SHUTDOWN SHALL BE PRONGED ON THE OUTSIDE INTAKES AND m as DISCHARGES OF ALL SPACE CONDITIONING AND EXHAUST SYSTEMS. THAT LIMIT THE FLOW OF HOT WATER 1D A MAXIMUM OF D.75 GALLONS u_ TRACTOR SHALL INSTALL A PRESSURE REGULATOR ABOVE GRADE ON WATER MAN INTO BE INSULATED IN ACCORDANCE STANDARDS 123. PER MINUTE Z ¢ TRENCHING REQUIREMENTS FOR YARD PIPING SHALL BE COORDINATED WTH THE BUILDING. ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED NTH LIJ So«r, - THE LAST 6 FEET OF A BRANCH DUCT TO AN AR TERMINAL MAY BE INSTALLED WITH FLEX GENERAL CONTRACTOR. THE LOCATION OF EXISTING UTILITIES ARE INDICATED AS AR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED,INSTALLED, AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS SELF-CLOSING VALVES AND OUTLET DEVICES THAT UNIT THE FLOW (n m APPROXIMATIONS ONLY. THE PLUMBING CONTRACTOR SHALL DETERMINE THE EXACT ► -'„w DUCT. FLEX SHALL BE EQUIVALENT ID THERMAFLEL M-KE FLEX DUCT SHALL NOT BE SEALED.AND INSULATED AS PROVIDED IN CHAPTER 10 OF THE WALL OPENINGS TO THE OUTSIDE,EXCEPT FOR COMBUSTION AR OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS PER MINUTE.AND LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. PLUMBING U11LIZFD FOR EXHAUST SYSTEMS UNLESS NOTED OTHERWISE ON PUNS. ALL HOSE BIBBS,JANITORS SINKS OR SERVICE SINKS SHALL BE INSTALLED NTH UNIFORM MECHANICAL CODE. 0.25 GALLONS/CYCLE(CIRCULATING SYSTEM). CONTRACTOR SHALL REPAIR OR REPLACE,AT HIS OWN EXPENSE,UTIUTIES WHICH OPENINGS. « O ` ARE DAMAGED BY HIS WORK. CONTRACTOR SHAH PROVIDE`AS-BULLY DRAWINGS OF AN APPROVED VACUUM BREAKER. AN APPROVED BACIffLOW PREVENTOR SHALL BE re Y INSTALLED AT EACH CONNECTION BETWEEN POTABLE WATER PIPING AND CHEMICALLY AIR BALANCING: ALL SPACE CONDITIONING AND VENTILATION SELF-CLOSING VALVES,AND OUTLET DEVICES THAT LIMIT THE FLOW o' m _ RECTANGULAR DUCT SHALL BE GALVANIZED STEEL SHEET METAL OF GAUGE AS CALLED FOR UTILITIES. TREATED OR OTHERWISE CONTAMINATED WATER PIPING. CONTROLSt SYSTEMS SHALL BE BALANCED TO THE QUANTITIES SPECIFIED IN OF HOT WATER TO A MAXIMUM OF 2.5 GALLONS PER MINUTE,AND IN TABLES 1-31 1-4,1-5,1-6 AND 1-7 OF THE SMACNA DUCT CONSTRUCTION STANDARDS THESE PLANS,IN ACCORDANCE NTH THE NATIONAL ENVIRONMENTAL THE 0.50 GALLONS/CYCLE(NON-CIRCULATING SYSTEM). Q m m o VERIFY PRESSURE CLASS OF DUCTWORK NTH PROJECT ENGINEER AT NIBECKER AND ASSOC. THERMOSTAT CONTROL SHALL HAVE E CAPABWTY OF TERMINATING ••m ALL CONNECTIONS FEES.PERMITS,AND FEES FOR EXTENDED LENGTH SERVICES SHALL BALANCING BUREAU(NEBB)PROCEDURAL STANDARDS(1983).OR ALL HEATING AT A TEMPERATURE OF NO MORE THAN 70 DEG F.AND ASSOCIATED AR BALANCE COUNCIL(AABC)NATIONAL STANDARDS SELF-CLOSING VALVES,AND OUTLET DEVICES THAT LIMIT THE FLOW _ BE OBTAINED AND PAD FOR BY THE PWMBING CONTRACTOR. PLUMBING CONTRACTOR OF TERMINATING ALL COOLING AT A TEMPERATURE OF NOT LESS THAN (1986) OF HOT WATER TO A MAXIMUM OF 7.5 GALLONS PER MINUTE•AND SHALL ARRANGE NTH UTILITIES FOR ALL SERVICES SHOWN. 78 DEG.F. 0.75 GALLONS/CYCLE(FOOT SWITCHES AND PROXIMITY SENSOR `& i OUTSIDE AR CERTIFICATION: THE SISTER SHALL PROVIDE THE CONTROLS). EACH SPACE COND1110NING SYSTEM SHALL BE INSTALLED WTH ONE (� OF THE FOLLOWING THRRE CONTROLS MINIMUM LLOUTSIDE M AR AS SAND R THE MECHANICAL DRAWINGS LAVATORIES IN RESTROOM OF PUBLIC FACILITIES SHALL BE EQUIPPED II ��I�C -24� ®WAS AND SHALL BE MEASURED AND CONTRACTOR. BY THE INSTALLING LICENSED C-20 MECHANICAL.CONTRACTOR. NTH CONTROLS 1D LIMIT THE OUTLET TEMPERATURE TO 110 DEG.F. 1. THAT ALLOWS OPERATION OF THE SYSTEM DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWTCH SHALL BE CAPABLE OF PROGRAMMING THE LESSER OF THE MINIMUM RATE OR OUTSIDE AR REQUIRED BY DIFFERENT SCHEDULES FOR WEEKDAYS AND WEEKENDS;INCORPORATE PLANS OR THREE COMPLETE AR CHANCES,SHALL BE SUPPLIED TO CONSTRUCTION QOMPUAIICEt AN AUTOMATIC HOLIDAY"SHUT-OFF'FEATURE THAT(URNS OFF ALL THE ENTIRE BUILDING DURING THE ONE-HOUR PERIOD IMMEDIATELY E LOADS FOR AT LEAST 24 HOURS,THEM RESUMES THE NORMALLY BEFORE THE BUILDING IS NORMALLY OCCUPIED. PER SECTION 10-103 OF THE ENERGY EFFICIENCY STANDARDS,PRIOR SCHEDULED OPERATION;AND HAS PROGRAM BACKUP CAPABILITIES TO OCCUPANCY Or THE BUILDING.THE PERSON(S)RESPONSIBLE FOR THAT PREVENT THE LOSS OF DEVICE'S PROGRAM AND TIME SETTING THE CONSTRUCTION OR INSTALLATION SHALL PROVIDE THE BUILDING !PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERT- PERFORMANCE CERTIFICATE OF COMPLIANCEPart 2 of 3 PERF- PERFORMANCE CERTIFICATE OF COMPLIANCEPart 3 of 3 PERT- FOR AT LEAST 10 HOURS IF POWER IF INTERRUPTED. DUCT INSULATION: DEPARTMENT ALL APPLICABIE SIGNED STATEMENTS,INCLUDING BUT g i I NOT LNIIED 10,SHOWING THE BUILDING PERMIT NUMBER AND UETING '"+rO o 3 IS ]PROJECT NAME PROJECT NAME DATE 2 F THE SPACE IS INTERMITTENTLY OCCUPIED,AN OCCUPANCY SENSOR ALL THE MANUFACTURED DEUCES INSTALLED,INCLUDING THE NAME OF uJ Paradise Chevrolet Building1 5/14/04 Paradise Chevrolet Building1 5114I04 Paradise Chevrolet Building 1 5/14/04 ALL DUCT INSULATION SHALL MEET THE REQUIREMENTS OF THE ROJECTAwR ZONE INFO MATION SHALL BE INSTALLED TO CONTROL THE OPERATING PERIOD OF THE ENERGY EFFICIENCY STANDARDS SECTION ITS,AND U.M.C. THE MANUFACTURER•MODEL NUMBER,DATE OF MANUFACTURE. .E Lake Elsinore 0 ANNU L SOLING ENERG uMMARY Btws PI SYSTEM. IN ADDITION,A BUILDING VENTIUTIOM PURGE IS REWIRED MANUFACTURER'S STATED EFFICIENCY INCLUDING THE SOURCE COOING O z IPALdaaIwER.ENVELGPE TELEPxaxE a.J,-1. ;: P"' Cef. Proc. STANDARD NO.10-1 AND TABLE NO.10-D. INSULATION ASSEMBLY S END Rasmussen&Associates 805 644-7347 0 tmm.a woPo.a compplle Ann ILPo LEDWIR Elsa LPG Lew PRIOR TO NORMAL OCCUPANCY' APPLIED TO EXTERIOR SURFACE OF DUCT SHALL HAVE A FLAME FAN PERFORMANCE INDEX OF EACH HVAC 515TEIA. V o PR ENERGYCwPw DeMn DNIe MrRln a am wm. Zen.wle Occ I I 3 W/ _ ioocuxeltanoN ISEC tELEPxoNE SPREAD OF NOT MORE THAN 25 AND A SHgCE DENSITY NO EXCEEDING " •'n ' NIBECKER&ASSOC. 805 987-3419 Space Heading Ex a 'I. o.ta Act woea,.,I.Man W om® +zra •>.n 3.IF THE SPACE IS INTERMITTENTLY COCUPIEO,A 4-HOUR TIMER THAT EACH REQUIRED DOCUMENT SHALL BE SIGNED BY THE PERSON Ef, Pam sa a Umm�d1_ 4T10 •o. RESPONSIBLE FOR ITS PREPARATION. THE SIGNER SHALL BE A CIVIL Spam Cooling 3z.7 27. aos CAN BE MANUALLY OPERATED TO CONTROL THE OPERATING PERIOD DUCTING INSTALLED ON ROOF OR EXTERIOR OF BUILDING Q o o U U GENERAL NFORMA ON AG sale.olam.NPw oR,a. Sad •1. ENGINEER,MECHANICAL ENGINEER,ELECTRICAL ENGINEER,ARCHITECT, U a we NDITp o L c Intlda Fans ao a5 �.a OF THE SYSTEM. IN ADDITION,A BUILDING VENTILATION PURGE IS s�Moom snuu, R.a�Inmolr.l.sale +61s •2. BUILDING DESIGNER,GENERAL BUILDING CONTRACTOR,OR SPECIALTY A amw 1fi,026 .yx 10 Heat Rejection o a o. REWIRED PRIOR TO NORMAL OCCUPANCY. 1.5 IN.THK.OF 1.5 LB.DENSITY MINERAL FIBER DUCT LINER OR 3 aLyLGwG TYPE ®NwaaelceNnAL ❑HIGxw aESIOENTUL ❑xoTaRJmEL OGEar Row Pumps AG3 9ln-Non, R,NaiInWNGleaeb s.ie 1m •z. CONTRACTO;LICENSED OR REGISTERED TO PRACTICE BY THE STATE OF Z S Mise. o D. -Ded IN.THK.OF 0.6 LB.DENSITY MINERAL FIBER BLANKET. CALIFORNIA,OR SHALL BE THE BUILDING OWNER IF HE OR SHE IS Q IPtWEGPCG11tlTRUDTtw ®NEWCwaTRI3CTNMt ❑Ao w ALTERATION ❑EwerwG<AGDmw Domestic Hot Water a o. Ad, CN_ EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED NTH W a Lighting eoA a aoo CONTROLS THAT TEMPORARILY RESTART AND TEMPORARILY OPERATE ALL OTHER LOCATIONS OUTSIDE CONDITIONED SPACE: ALLOWED BY LAW TO PREPARE THE DOCUMENT. IF MORE THAN ONE =W a THE SYSTEM AS REWIRED TO MAINTAIN A SETBACK HEATING V W - 0.5 IN.THK.OF 1.5 I.B.DENSITY MINERAL FIBER DUCT UNER OR 1.0 PERSON MAY PREPARE AND SIGN THE DOCUMENT OR DOCUMENTS (This CertfiwmdCompiance hatsthe building features and 1 firetdmneededw-pi with Title 24.estn. Tana Racepmda to Tat 0m n THERMOSTAT SETPgNT. cN i6,d the State BuildingCods.This demfidate applies s onl ate mm Barre Process Ta T.T D.co n e said APPLICABLE TO THAT PORTION OF THE DESIGN OR CONSTRUCTION IDOLUMENTATIOII AUTHOR a IdNA a re DATE Cus,Pmarwaie LPEE oaoa Await +23stt THK.OF 0.6 LB.DENSITY MINERAL FIBER BLANKET. FOR WHICH THE PERSON WAS RESPONSIBLE;OR THE PERSON NTH EiVorNEII_nTOTALS. 13,w 137aa 0S' Rsei PanssuahM Ries'nilwlealasae ars EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED NTH CHIEF RESPONSIBIUTY FOR DESIGN OR CONSTRUCTION MAY PREPARE The Pdnelpal Designers hereby certify that the proposed building design represemedin the mnetructon documenma modelled Pendent better than Standard: o5x I P1%».� I P..NI r olsor 112ARp SIGN TIRE DOCUMENT FOR THE ENTIRE DESIGN OR CONSTRUCTIOM.Nor mia pendt eppliorton an conalamnt with all other forms and worksheets.spedficatons,and other calculations submided with this THE SYSTEM AS REWIRED TO NANTAIN A SETBACK COOLING CULT CONSTRUCTION: rnpemt t app Iretldn.Ins proposed builWg as eeaigned roasts the enegy emGen ma dme scam Bdnein cds.ri BUILDING COMP Ace as�Tm�n� laem o+sra DY requireme g vaw sw znd Piave umm�d,oawd 4 THERMOSTAT SETPOINT. 24,Patl6 ALL DUCT WORK SHALL BE CONSTRUCTED,ERRECTED AND TESTED INENV.LTG.NEC a Food m OCCINANT OPERATING AMO 11ANTENANQE WFOWIATIW 10 8E I hereby amen that I am mlglde under me proWalone d Division 3dthe Business and Prufeaslene Code BuRding Ortenmtion cdnditiorxld Floor Alva Tao ,m EACH SPACE(XNgTIOMING SISTFM SERVING MULTIPLE ZONES WITH ACCORDANCE WTH THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PIlOVDED BY BULDERE: sign this document as the person rospowble forim prepalatwn:and mat l am hoelsea as a dw engineer. Number of Stones Unconditioned Floor Area e.s °m c7 1 A COMBINED CONDITIONED FLOOR AREA MORE THAT 25,OX)SQUARE PROCEDURES DETAILED W THE ASHRAE HANDBOOK OF FUNDAMENTALS. - mechanical engineer,elechical engrleerorarMimct. m FEET SHALL BE PROVIDED NTH ISOLATION ZONES EACH ZONE OR THE APPLICABLE STANDARDS AOOPTED BY THE SHEET METAL AND Number d Sysmrrs Conditioned Footprint Aree ++ .w ^f THE BUILDING SHALL PROVIDE THE BUILDING OWNER MANAGER,AND E R 2 lammn that am ell ible under the dDivision3dthe Business ana l3nKessione Code Sectlon Ac10 com war oR�® 1 u.+oo SHALL• NOT EXCEED 25.000 SQUARE FEET;SHALL BE PROVIDED AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. USE OF❑ ❑ s provisions responsible for its pepareEon;and!that I am,a IicerGaM Number d zones m -. THE ORIGINAL OCCUPANT THE APPROPRIATE CERTIFICATE(S)OF _ 55372 or 67373to st nmis tlacumem es the person Note:rsm LTD-11ro.,,,.­.�.k.,..l P,w s..trds NTH ISOLATION DEVICES.SUCH AS VALVES OR DAMPERS,THAT FLEXIBLE DUCTING,OTHER THAN THAT INDICATED ON THESE DRAWNGS o Contractor prepanng documents for work met l have contacted to perkmm. t s..ITG] ] n«�� ��.wmN ALLOW THE SUPPLY OF HEATING OR(XXXJNG TO BE SETBACK OR AND DESCRIBED IN THE SPECIFICATIONS IN EXPRESSLY PROHIBITED. COMPLIANCE AND A LIST Of THE HEATING COOLNG WATER SilaylmJBMm EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST HEATING AND LIGHTING SYSTEMS AND FEATURES.MATERIALS, a s 3.I aNum that)am eligible under Division 3 d aro euslness and ProfasalarG Cade co sign mis dowment A"' A'" This bc.i edmeemirtf v.hmad M,wd.i.u.awn a dw It..so-I-d, 11n,Tee.Mum.-0-p d.I wtwn SHUT OFT INDEPENDENTLY OF OTHER ISOA71ON AREA;AND SHALL DUCT UNING WHERE INDICATED SHALL BE MIN.1 IN.THK.ACOUSTICAL. 8 beCeUSe It permiro m a eWCNro«type d V/dk deacabed as exempt glsuent m Bu:urlaaa and Pnae39idlLs Front Elevation tN1.n tiva, �•1 a91.pI a na Me•an ed.a lupmwe.rd tloumrnawn,Pd.P uI w fidSt1en a w.s wlh m.Pw1.Pr a nP,Pw h.Tw i meaenwnl.y.ncy lists . COMPONENTS,AND MECHANICAL DEVICES,CONSERVATION OR SOLAR E Code Sections 5537,5538.ard6737.T(Theaesectd ofi Buainesaad Pmf w,a CDwmm,,bedln tw nwawcydm.lednunon.nndm.ynl.daeunarg ardWan mM otwrWe ceple wed on am.d.au.nydea BE CONTROIIm BY A THE CONTROL DEVICE AS DESCRIBED ABOVE. DUCT LINER GLUED AND RIVETTED(PINNED)IN PUCE DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS CONSISTENT full in One Norresldental Manual) Left Elevation tsa.Pn 15. nM d=,e.naeen.m,dwd D ENV P Rear Elevation swm 7+s.,n a.an. n.c -na Hvacs «nrwuER aauaE,raoTsvw^�,wuae.n Erxx,omG«.Th. mmn ou t< unw .v NTH SPEOnCATONS SET FORTH BY THE EXECUTIVE DIRECTOR. �{ 'Indicate locatbn on Plns d Note Block for Madatory Measures Right Elevation g - Required FermiENV-1 Total :Go°°` T .1 & RINLIP L N aIGNANRE IC. DatF Rod IP e �ndkate Iorauon on plans of Note Block for Mandatory Measures ..e e Lolling Porter Density wean 137a wePn. rSavirgs vs.Title 24' 05M Required Fo LTG-1 Presaiptive Env.Heal Loss E �a,.. Energy Pedonnanca Credit' o 1,- PRINCIPALLIOMTIHO DESIGNER NAME aIONAIURE IC.NO. DATE .'p Prescaptive Env.Heet Gain x x aae aems e MEC A PUI Rema ka: ndicale locaton on plans d Note Block for Martial s Twaxwplonal ls.amll.adln ml.Parlemane apge.ch.p llutlen M1aw.pecl5ollyeen nN.wd.Aa.auaa wlNenlwUar+llanaM o R� reaFure aa,.,,. nmm,lwir u.a h.e»n ProNd.a by dw spollount �RINcmAL MecxANlcAL OESIwEn.rvANE aw E Z,v TE ag nl DA 1 „wwwe aemta.«same Run lnlUa6on Tlme:05I1410415:54:11 Run Coda:1D84575251 a -rcara,o]., Erc,aaon wKr.Mtt ��j g LU Er O a Is O Ir W U ry z U cr W (n O O W H Q Q J Q W W X Q J X _j _e Sheet No. - 8 MC REFERENCE NOTES e O1 FOR H.V.A.C. LAYOUT IN THIS AREA, SEE SHEET REFERENCED. NOTES GENERALDOTES A. AN AIR BALANCE CONTRACTOR IS A REQUIREMENT FOR THIS PROJECT. ANY DUCT LEAKAGE IN EXCESS R M6 ) ) MS OF 10%TOTAL AIR FLOW FOR EACH A/C SYSTEM (BASED ON THE AIR BALANCE STUDY) SHALL BE 1 CONSIDERED UNACCEPTABLE CONSTRUCTION. THE HVAC SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUCT SYSTEM(S) WHICH CONFORM I TO THIS STANDARD AND SHALL BE RESPONSIBLE FOR ANY REPAIR OR MODIFICATION NECESSARY TO ------ -- --- ■ ------ -- PLACE ALL HVAC SYSTEMS WITHIN 10%MAXIMUM IVI LEAKAGE CONDITION. Li ----- B. GENERAL DUCT CONSTRUCTION: DUCT CONSTRUCTION, GAUGE, REINFORCEMENT, AND HANGING METHODS SHALL CONFORM TO STANDARDS AS SET FORTH IN N I ■ I ■ I ; I I 'SMACNA HVAC DUCT CONSTRUCTION STANDARDS ■_ _■ 1995'. ROUND DUCTING SHALL BE RIGID SPIRAL ROUND � � I ■ I I I PIPE, WITH CONNECTIONS SCREWED AND SEALED AIR-TIGHT WTH( JOB SHALL BE GND. U E $EAL-FLEX' OR ON THIS I I - I COMPOUND. USE OF FLEX DUCT ON THIS rS �� LIMITED TO DIFFUSER RUNOUTS FROM L j —1 I— I BRANCH DUCTS, AND SHALL NOT EXCEED 6 FEET IN GINEER e r ■ I • I 3 I ■ I ( BY THIS OFFICE 4� c ■ � ■ i. LENGTH, EXCEPT WHERE APPROVED ' PRIOR TO INSTALLATION. TURN RADII IN FLEX DUCTS I � I I III I SHALL NOT BE LESS THAN 1-1/2 TIMES THE DUCT ` a DIAMETER, AND DUCTING SHALL BE HUNG TO ELIM- I NATE SAGS. RECTANGULAR DUCTING, AS REFERENCED u l I I 1 I I I I I ( I ON PLAN, SHALL BE SEALED AT JOINTS WITH 3751�3 z I ■ I I I - ' I • 'GLENKOTE SEAL-FLEX', EQUIVALENT ADHESIVE COMPOUND, OR AIRBOL METHOD. DUCT DIMENSIONS N a I I SHOWN ARE INSIDE CLEAR DIMENSIONS. w r I I II4 C. ALL DUCT MOUNTED SMOKE DETECTORS SHALL BE F ( MOUNTED IN STRICT ACCORDANCE WITH MANUF. U INSTALLATION DIRECTIONS. AS A PART OF THE AIR O / BALANCE WORK, STATIC PRESSURE DIFFERENTIALS rn s it ■ ■ ` ( ( SHALL BE MEASURED ACROSS THE SAMPLING TUBES IN THE SMOKE DETECTOR TO VERIFY CORRECT a o ------ ytt' �� 3�'� irk PIT Ocz ------ ------ THE PROJEC AR BALANCE REPORT. UNITSTHIS DATA SHALLEAR WHICH a, A PRESSURE BELOW ACCEPTABLE LIMITS SHALL BE z — RELOCATED/REWORKED TO PLACE UNIT IN CORRECT Eu OPERATING LIMITS. D. PROVIDE MANUAL VOLUME DAMPERS AT ALL SUPPLY, RETURN AND EXHAUST BRANCHES. MANUAL VOLUME DAMPERS SHALL BE POTTORFF MODEL CD-10R W/ a m m 2 o LOCKING QUADRANT. PROVIDE 1-1/2" STAND-OFFcc s I I 1 ti QUADRANT ON INSULATED DUCTWORK. - M2 MM ®®®® pp LEGEND -� SYMBOL DESCRIPTION SUPPLY AIR DIFFUSER (4 WAY), n �_...... 450 B 450 CFM, EFFE T.'1—; -1 AIR TERMINAL #1 a r F 1 � I ( ® SUPPLY AIR DIFFUSER (2 WAY CORNER) I n� m o0 - e SUPPLY AIR DIFFUSER (2 WAY OPP.) <O O N P - F 1F= Z RETURN AIR REGISTER Q Z v — — Ir ® EXHAUST AIR GRILLE Q o o 0 US J ®OR® EXHAUST DUCT RISER 0 a UIr i i I ®OR® RETURN AIR DUCT RISER ¢0 ° _ I j0 �} I ®OR® SUPPLY AIR DUCT RISER L ........... 0 DUCT DIAMETER N II SFD-1 COMBINATION SMOKE/FIRE DAMPER IN f l I I WALL, SEE DETAILS 3/M10 & 4/M10. ........ l .............. I SFD-2 COMBINATION SMOKE/FIRE DAMPER IN RATED FLOOR, SEE DETAILS 3/M10 & 4/M10. WALL-MOUNTED THERMOSTAT _figg $32 I WALL-MOUNTED TIME-CLOCK DUCT MOUNTED SMOKE DETECTOR s® + -- — DUCT MOUNTED RETURN SENSOR H.V.A.C. DUCTING s IIiI11111;pt FLEX DUCT 2� KEY PLAN w� � CC LLJ cc J °'a P RI B� ARI A2 0 cr W U Li I(!) Z Ucc =E w cl) QO Uj I LDIN6 I � J Z �.E Q W Q w d� QQ xQ J X J � A�WV.A.C. PLAN OVERALL FLOOR PLAN 2040P-M1 N � CR c` Na SCALE: 1/16"=1'-O" IEFTQuMlERS t 1326 FLYNN ROAD SUITE 1404 PHONE: 805 987-3419 M.1 r CAMARILLO,CALIFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES X O1 TRANSITION 14"x20" S/A DROP FROM AC-1 ON ROOF TO 14"x22". TAP 20"0 S/A DUCT INTO DROP AND ROUTE AS SHOWN. TRANSITION 32"x13" R/A DROP TO 20"0 AND ROUTE AS SHOWN. O2 EXHAUST FOR ELECTRICAL ROOM FROM ROOF MOUNTED EXHAUST FAN EF-11. SEE M-3 FOR CONT. O3 OUTSIDE AIR FOR EXHAUST AIR MAKE-UP FROM INTAKE HOOD H-1 ON ROOF. SEE M3 FOR CONT. 4O TRANSITION 20"x74" S/A DROP FROM AC-2 ON ROOF TO 30"x20" AND ROUTE AS SHOWN. TRANSITION 23"x69" R/A DROP TO 30"x2O" AND ROUTE AS SHOWN. DPROVIDE 12"x10" DOOR LOUVER FOR EXHAUST AIR MAKE-UP. LOUVER SHALL BE KRUEGER 600A. OCEILING MOUNTED CABINET EXHAUST FAN. TRANSITION 8"x6" OUTLET FROM FAN TO 6"0 AND ROUTE UP TO COOK PR-8 ROOF CAP. CONTROL 9 I ' FAN W/FAN SWITCH ADJACENT TO ROOM LIGHT SWITCH. O7 20"x2O" EXHAUST DUCT DROP DOWN FROM EF-9 ON ROOF. ROUTE EXPOSED IN PARTS STORAGE AREA. 1R ER O8 PROVIDE 24'x12" DOOR LOUVER IN (2) LOCATIONS m I ( FOR EXHAUST AIR MAKE-UP. LOUVER SHALL BE KRUEGER 600A. o ROUTE 12"0 EXHAUST DUCT UP THROUGH SECOND 240 1115 If 1 5 t i s 1 5 1 R CHASE TO EXHAUST F EF-1 ON ROOF. �j� { lSl93a* 260�SERVIGE" ter-- 200� rMt o ° W10 20E0 S A AND 18 0 R A DUCTS DOWN THROUGH• I / /7 1 m d RATED SECOND FLOOR CHASE FROM IDE SEE M-3 FOR CONTINUATION. PROVIDE SMOKE/FlRE SERVICE PENETRATION OF DUCTS THRU FLOOR a7s 3z I, 480A ARI3TER5 -14 m no I I DAMPER ._ I OF SHAFT. y 1 5 28- — _.. °i -14 15 �� I $ 18 I Ol T2I8318" S/A AND L6"x18" R A DUCT DROPS DOWN I i z„o -1 {, 2354f L34 -14 FOR CONTINUATION -4 ON ROOF. SEE otJ I 1 / 65 245 9 d - NOME 220685 -E, —� L ROUG HASE FROM AC w a c • 2 .. 8 n, L-14 14 75 -17s'd i36 "-8 _2 N ---I--f- -- ti 12 30"x2O" S/A AND 20"x3O" R/A DUCT DROPS • ^ 190 r4 wAY -z 0 0 I{ 9.0 a 6"d L—-- -- --- � r� DOWN THROUGH CHASE FROM AC-2 ON ROOF. N 5 a" m 7 1os a e s„d GA5HIER ° -- --- G PARTS - - SEE M-3 FOR CONTINUATION. m ` �.....! 14 -1 N �--� 240 ... �a40� .....'.... ...I ,5, ______ ____7 I m .�.. C ' 1 6"d 180 gas a 13 CEILING MOUNTED CABINET EXHAUST FAN. ROUTE _ d, tv d fi0 3 -z ; !-n ° rtrl ° o �` `- L. - __.. I 6"0 EXHAUST UP TO ROOF JACK IN MECHANICAL _14 sFo-2 I WELL. SEE M.3 FOR CONTINUATION. CONTROL FAN 9I 165 - — — - -- - W/ FAN SWITCH ADJACENT TO ROOM LIGHT SWITCH. "0 -14 215 215 a WHOLES ____L__ --+-- L___w___ e 3 N. 175 75 ` 105 I' 6 e.d -6 ° a a ARTS 11 14 PROVIDE 24"x12" DOOR LOUVER FOR EXHAUST AIR £ -14 -14 7 "m a t ELECTRIC, 1 1 MAKE-UP. LOUVER SHALL BE KRUEGER 600A. 210 a, - m I -2e 90 SAIL jp 1 2 15 TIMECLOCK CONTROLLING EXHAUST FAN EF-1. 5 --....____.. =ARrS 275� 3IT MOUNT IN WALL IN RESTROOM IN RECESSED LOCKING ,4s 1 iH sr - ao cUSrorER NI 2 9 _ -20 FINISH. PANEL / BRUSHED STAINLESS STEEL 70 2,370 d _ 90� as NEMA 1 W 72O --- NIAITIN& CROP F _ 17 � ml I 92t a 211# 16 SIDEWALL REGISTER IN LOBBY AREA, TYP. (5) PLCS. o ItJn�' 2 - fi�d "5!21� NA6F 1 MOUNT WITH CENTERLINE APPROXIMATELY 14' ABOVE Za NAGER145 fu335 t I ] z FINISHED FLOOR. VERIFY EXACT PLACEMENT WITH 5 3345 �1 -6 -14 I'u e PROJECT ARCHITECT. JO85 SALES(_ s0 OFFICE ' a 2656 50 a MENU 1 20"d I o.-e 4 17 PROVIDE SIDEWALL REGISTERS IN THIS LOCATION. J r 1 2 --- 3101 85 t r 09 90 265 LF o a: U. o sr e 2 s"d .t2 2� d a a MOUNT WITH CENTERLINE APPROXIMATELY 13' ABOVE Z .. Y 10'd z d 1 FINISHED FLOOR. Z� o o r `o .... ...... ___ _. -14 -2 g p 1 5 18 20x20" EXHAUST DUCT DROP DOWN FROM EF-10 d h 4 - 350'd 24 n LL r - o001 1 ts5 ,,ss" m ON ROOF. ROUTE EXPOSED IN PARTS STORAGE ARE U I N P s �x 895 -1 GE O -16 I 15 �F ♦° 7"d �b EF Q o 30x r. 7d a 6 A w Toh 65� 1 �a '+" 10i —� o,� 2 _ -2 895t 891 Lt O 15� - zo 10"d 10'd t� - 115 6 1165 'I. 6•d ;48_ Z� -15 1 240 t Ida 240 240 t ,, '12'd: _ p 3Ox20 _g II, _ y -8 Irl 8 Ire -8 1 -1 ] 8259 205 9 m -85 I I I t 10 -15 a a i 3 285 "d SALES 9 d -- 1,060' 6756 moo I 9 d 435 435 6 Howl I \ 4 -15 -ta r -g MA/NAGER_g I e FBI FBI Ic'�I Ic'91 105 m 7056 "QE3$Y i SHOWROOM 4709 470 t -10 • 'g t ._.— .... ........._._ ... ._ _-_�..._ . .. ....... 1,715LF 1.115 1.715 ( 1.525� , 1,525 I, 9 I904 wP� 1' TYP. z ' ....... .. - 11 (. : s� ';, 1,525d I I a3 . ........... ......... + ........ �- 1,DOO 1.000 f u 2 -16 -16 KEY PLAN y v �s 0 0 I � ss I i j SO U- _ BULDINO 2 BULDINS 2 0 W Q d j -\ J� PART B PART A O E 7': fu f C B t M O z (� i \\ Li x Z U Q kv 1N� (W -102 Q W — < ud w Q d � Y Y �e Q Q x Q H N/. . .AC PLAN- BULDI G ON - MRST FLOOR 20408-M2 a J x J v� � A�IIA7I7F� g N® I Pd���II(CAL Sheet No. Q� .SULT1[T�`U • �§ SCALE: 1/8"=1'-0" � o 1320 FUNN ROAD SUITE 1404 PHONE:(805)987-3419 M.2 CAMAPoLLO,CALIFORNIA 93012 FAX: 805 987-3561 REFERENCE NOTES 0 TRANSITION 24"x24" EXHAUST DROP FROM EF-10 ON ROOF TO 22"0 AND ROUTE DOWN TO ELECTRICAL ROOM BELOW. 2O TRANSITION 38"x38" OUTSIDE AIR DROP FROM H-1 ON ROOF TO 22"0 AND ROUTE DOWN TO ELECTRICAL ROOM BELOW. O3 24"x24" EXHAUST DOWN FROM ROOF-MOUNTED EXHAUST FAN EF-9. TAP 20"x2O" BRANCH OFF OF DROP TO SERVE SECOND FLOOR. AFTER BRANCH TAKE-OFF, TRANSITION TO 20"x20" & ROUTE DOWN >a TO FIRST FLOOR, EXPOSED ON WALL. DUCT RISER SHALL BE MIN. 20 GA. GALV. STEEL. SEE M.2 FOR CONTINUATION. O24"x24" EXHAUST DOWN FROM ROOF-MOUNTED EXHAUST FAN EF-10. TAP 20"x20" BRANCH OFF OF DROP TO SERVE SECOND FLOOR. AFTER BRANCH TAKE-OFF, TRANSITION TO 20"x2O' & ROUTE DOWN TO FIRST FLOOR, EXPOSED ON WALL. DUCT RISER SHALL BE MIN. 20 GA. GALV. STEEL. SEE M.2 FOR CONTINUATION. DTRANSITION 17"x11" S/A DUCT DROP FROM AC-10 ON ROOF TO 18"x11". TAP 16"0 S/A DUCT INTO DROP AND ROUTE AS SHOWN. TRANSITION 17"x11" R/A DUCT DROP TO 20"x11". TAP 18"0 R/A DUCT �N0I%EER INTO DROP AND ROUTE AS SHOWN. O14"x2O" S/A AND 32"x13" R/A DROPS FROM AC-6 14 i ON ROOF. TAP (1) 16"0 S/A & (1) 12"0 S/A AND TYP. 1 5 19 1 (1) 18"0 R/A DUCTS INTO DROP AND ROUTE AS s1s *S�° SHOWN. 3n Lu t2•e ❑ 7O PROVIDE 12"x8" DOOR LOUVER FOR EXHAUST AIR cn MAKE7UP IN S:JPPLIE 220d 2206 z2 66 s•0 � KRUEGER 6 OA?) LOCATIONS. LOUVER SHALL BE zo6 -6 -6 6 280 e 3 TYP. a 2.20 6 10 -8 .1 •I, -s x1-1.. o -1 3,4659 8O CEILING MOUNTED CABINET EXHAUST FAN. c 650 a auswEsS L370 -z1 TRANSITION 8"x6" OUTLET FROM FAN TO 6"0 AND g OFFICE 70o ROUTE AS SHOWN. CONTROL FAN WITH FAN 8 EF R 6 207 2 -9 5T0/RAGE WITCH LOCATED ADJACENT TO ROOM LIGHT Q M_ _ 18 PART5 SWITCH 2 S 205 ':+4EZZANINE 15 9 g•` '-14 1 220 6 8' 8•m 650 'zt a n TV. c.5 a a s 6 220 f 220 f -14 0 .1 O TRANSITION 14"x20" S/A DUCT DROP - P FROM AC-7 c" 220 f _ 6 6 LIJ 2w I ON ROOF TO 14"x22". TAP 20"0 S/A DUCT INTO Z 1 EF 370 _ -e 3,465f 78 DROP AND ROUTE AS SHOWN. TAP 20"0 R/A 2 e O -ta - 75 445 A'm -21 1 DUCT INTO 32"x13" DROP AND ROUTE AS SHOWN. ? m o a ....................... ..... ...--_ o , -14 -Y 11 ° zoe TOILE .12, 4 10 CEILING MOUNTED CABINET EXHAUST FAN. DECK 320f a 80 p TRANSITION 8"x6' OUTLET FROM FAN TO 6"0 AND cn z1a -s 9 0 a so4L5 18 j ROUTE AS SHOWN. CONTROL FAN WITH FAN oC e a - N o 7 owxERS a o<A, 45 t7 0 ti 7"m SWITCH LOCATED ADJACENT TO ROOM LIGHT OFFICE - 150 o 9 165 3.465� SWITCH. .od .m _ .. i I 12 a rn. OFFICE ._ ._ -g -21 1zo3. �z•.. rRAIwxG N j 11 COMBINE (2) 6"0 EXHAUST AIR DUCTS TO (1) 8"0 13 1206 s F DUCT AND ROUTE UP TO COOK PR-8 ROOF CAP. 3 80 -14 HALL i� m 222 1pA 1 d SFD-1 .` SFD-1 1202 150 f 7"� 155 - [ 12 12"0 EXHAUST UP IN CHASE FROM RESTROOMS AT N( -6 -6 2 FIRST1 FLOOR UP TO ROOF-MOUNTED EXHAUST FAN ® 515 t lil EF❑ ❑ a �7 -14 (i �i 13 TRANSITION 20"x19" S/A DROP FROM AC-5 ON a 6 1 9.0 12•p s"0 0'� I ROOF TO 22"x14". TAP 20"0 DUCT INTO DROP AND C7aC b o 6 11H - I 9 TYP. ROUTE DOWN IN CHASE TO FIRST FLOOR. 0 0 z 1 zs s 2ss f 255 .�' _ a20 \ I 1 TRANSITION 13"x32" R/A DROP TO 18"0 AND 0 o g o y o o SFD-1 -B XI -8 14 �1i�r M I \ 12'0 �, 9"0 9 „� \I I \ j ROUTE AS SHOWN. �� 6 J� I m 0 - 3D.20 sa L wy i 14 TRANSITION 31"x15" S/A AND 15"x4O" R/A DROPS Z z s I x 20x30 300 300 ( FROM AC-4 ON ROOF TO 26"x18" S/A AND 0 Z a 6 a "o t o 15 - - 6 �� 5 26"x18" R/A DUCTS AND ROUTE AS SHOWN. J LU 16 I I I 15 TRANSITION 20"x74" S/A DROP FROM AC ON 4 U I ROOF TO 30"x2O" AND ROUTE AS SHOWN. U TRANSITION 23"x69" R/A DROP TO 50"x20" AND Q W N ROUTE AS SHOWN. >!Z j =0 I I 16 11"07" S/A AND 11"07" R/A DUCT DROPS FROM 0 O I AC-8 ON ROOF. TAP 12"0 S/A AND 12"0 R/A _ 1 I DUCTS INTO DROPS AND ROUTE AS SHOWN. " I I I CLEARSTORY 17 TRANSITION FROM 31-3/4"x31-3/4" CONNECTION oa I aoz 1 ROOF-MOUNTED EVAP. COOLER EC-1 TO 32"x32" a L______________� O 1 & ROUTE EXPOSED IN PARTS MEZZANINE. ROUTE HORIZONTAL DUCTING AS HIGH AS POSSIBLE, I j APPROXIMATELY 20' ABOVE FINISHED FLOOR TO I CENTERLINE OF DUCT. F- n 18 ROUTE 20"x20' EXHAUST EXPOSED IN PARTS MEZ- ZANINE AS HIGH AS POSSIBLE, APPROXIMATELY 11' ABOVE FINISHED FLOOR TO CENTERLINE OF DUCT. 19 LOCATION OF WALL-MOUNTED VENTILATION CONTROL _ SWITCH FOR PARTS STORAGE ROOM. I n f i � I b _ —_ ........ ..._ ......... __ —� .... _ _... ...— _.... ......... ......... ... .._... ... ..... ......... _.._ 1 w KEY PLAN w �1 oLL LL i E EWLDIN6 2 EiULDIN6 J W J PART Ei PART A O cr F U c`� I 0 Z W LLI U � Ir161 v! J 0 Z Q W Q J W w XY - � �> a J X G;I.M.�1.C. Pl�A�l' L�4.DL�®�(I��i ®f�L - SECOND FLOOR zo4oa-M3 � A CAM c N® CONS UII.'�)�G Sheet No. - SCALE: 1/8'=1'-0" A A1ECEIANECA1 IEF1��lE1�1320 FLYNN ROAD SUITE 1404 PHONE: (805)987-3419 ■�M 9"3 A' CAMARILLO,CALIFORNIA 93012 FAX:(805)987-3561 REFERENCE NOTES 8 O1 ROOF-MOUNTED EXHAUST FAN SERVING ELECTRICAL ROOM BELOW. O2 ROOF-MOUNTED INTAKE HOOD SERVING ELECTRICAL ----------------- -- ROOM BELOW. a --------- --------- ------------------ — ROOF-M UNTED AIR ING O OUTSIDEDAIRNTAKE FORD515NCFM UNIT. SET O4 ROOF-MOUNTED EXHAUST HOOD SERVING CABINET z EXHAUST FAN EF-2 BELOW. a OS ROOF-MOUNTED EXHAUST FAN SERVING PARTS STORAGE BELOW. OROOF-MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 225 CFM. O7 ROOF-MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 30 CFM. O8 ROOF-MOUNTED EXHAUST FAN SERVING RESTROOMS BELOW. 9 (DROOF-MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 505 CFM. 10 ROOF-MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 180 CFM. 1seeR*rs 11 ROOF-MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 395 CFM. - E a ,� g 12 ROOF-MOUNTED AIR CONDITIONING UNIT. SET °d�1s 3u*s,�ti OUTSIDE AIR INTAKE FOR 540 CFM. o 0 13 ROOF-MOUNTED AIR CONDITIONING UNIT. SET c/) 0 0 EC 1,6 15 OUTSIDE AIR INTAKE FOR 30 CFM. LLJ 7 M 9 c 5 t M 9 9 � LL�� 1 1 14 ROOF-MOUNTED AIR CONDITIONING UNIT. SET a OUTSIDE AIR INTAKE FOR 430 CFM. U 1'6 11 M 9 7C 15 MAKE-UP AIRROOF-MOUNTED FOR PARTSEVAPORATIVE COOLER RAGE AREAPROVIDING a o g 16 SKYLIGHT, TYPICAL. or3 o a s 17 ROOF ACCESS HATCH, SEE ARCHITECTURAL PLANS. Z Uu 3,7 EF 18 ROOF CAP SERVING EXHAUST FAN EF-12 AT FIRST FLOOR. N 5 1 7 EF ©� c�o a 12 M9 bC m _ c cc < 4 N>v s t,s qc 16 � _ g M.9 6 IIICIV EF 4,7 1 ROOF NOTES 9 1,6 Ac 17 13 M9 4 © H v� 1 O 2,6 AC 1 2 A. VERIFY EXACT LOCATION OF ROOF MOUNTED AIR o s o M.9 8 o CONDITIONING UNITS WITH PROJECT STRUCTURAL E o ENGINEER. }............... 18 ® o o B. ALL ROOF MOUNTED H.V.A.C. EQUIPMENT SHALL BE W o o SEISMICALLY BRACED. SEE STRUCTURAL ENGINEERS Q b S 0 3 g g T 1 \ PLANS FOR FRAMING AND CURB ATTACHMENT pp ° I 1,6 AC \ \ 1,6 AC AC 1,6 0 6 O N N 14 M.9 3 \ N 6 \ 3 DETAILS TO ACCOMPLISH THIS. c \ / M.9 1 �i� L\ 2 M.9 z �� L C. ALL EQUIPMENT SHOWN SHALL BE INSTALLED IN z° - o 0 0 o ACCORDANCE WITH MANUFACTURER'S REQUIRED Z a a v a OPERATING AND SERVICE CLEARANCES. a 0 .o o INSTALLED ON AN ONE PIECE OF EQUIPMENT IS D. WHEN MORE THAN N THE ROOF. LABEL EACH PIECE OF (j EQUIPMENT TO IDENTIFY THE AREA IT SERVES. Q9 0 x s v� Flo j a� I ap o 0 1 o _ o a. d� o o I 2p PLAN ID Q ......... _ ..... � .... . ...... . ............. > rZ 0 ag a LL OULDINS 2 BULDIN6 s Li W -j '1 t, PART B PART A O M LLU F V z W ILd d IN6I w V, 0 Z J Q W ~ c � J W Q w Q Q XQ ma3cm J X J MM .A.C. PLAN- BULDNIG ONE ROOF 20408-M4 N N��NG ec No SCALE: 1/8"=1'-0" M EICEAMCAII, IE2 GMIEms e 1320 FLYNN ROAD SUITE/404 PHONE: (805)987-3419 M (wj •T t' CAMARILLO,CALIFORNIA 93012 FAX: 805 987-3561 REFERENCE NOTES O1 NO H.V.A.C. WORK IN THIS PORTION OF BUILDING. F t- uI - H N Q a f 0 L--------------J I I J-------------J L------------- J J i I I � ZmVAEER t Y k ; I I I I411.110I I I IT S b ® ® (n Lu 114 SERVICE o �I 141 BA Z(� i N I o� I I c I13 11 oriffil Lu o I I m . I� BAY(3) 1 BAY(1) Fl 03 I I I I I tot U) _ , i , J I I i I ® I I ® I I�� I �z Z v I I � - a ' >:5 �� -0 MIMI € I I L, I Irl 1.1 llf 0I I I —1uw a u� I ll R �I I � I I avLIU I I a« I I IQ I I a� UILI D*II �s o s KEY PLAN w as Z cr a 0 J BP ART B� 2 PART illA ORR W U V Z V cr kv eu191Nk5 I I Q Cl) Q Z ... � � J L-- --J Q W a W e Y XY _N Q Q X aaJX SEE 2 BULM� G -M5 a A ATMPARTDAL MMV.A. A. PLAN IN Sheet No.G20408 SCALE: 1/8"=1'-0 IET��1R�lE>F.� 1320 FLYNN ROAD SUITE W4 PHONE: (ROS)987-3419 M.5 t CAMARILLO,CALIFORNIA 93012 FAX (805)987-3561 REFERENCE NOTES O7 PROVIDE 24"x12" DOOR LOUVER IN EACH DOOR, (2) LOCATIONS, FOR EXHAUST AIR MAKE-UP. LOUVERS SHALL BE KREUGER 600A. O2 14"04" EXHAUST DROP FROM ROOF-MOUNTED EXHAUST FAN EF-5 OPEN INTO TOOL ROOM BELOW. O3 14"x14" EXHAUST DROP FROM ROOF-MOUNTED EXHAUST FAN EF-4 OPEN INTO USED OIL ROOM BELOW. O4 PROVIDE 24"x16" DOOR LOUVER IN (2) LOCATIONS a FOR EXHAUST AIR MAKE-UP. LOUVERS SHALL BE w KREUGER 600A. - � f ,� OS 14"x14" EXHAUST DROP FROM ROOF-MOUNTED EXHAUST FAN EF-3. TAP (1) 9"0 DUCT AND (1) U kn 8"0 INTO DROP AND ROUTE AS SHOWN. f O6 PROVIDE 12"02" DOOR LOUVER FOR EXHAUST AIR MAKE-UP. LOUVER SHALL BE KREUGER 600A. 1 O7 14"x2O" S/A & 32"x13" R/A DUCT DROPS FROM ® -� AC-9 ON ROOF. TAP (1) 18"0 AND (1) 10"0 S/A -------------J wAwzaNTY J �o�rCE {fg:� AND (1) 20"0 R/A DUCTS INTO DROPS AND ROUTE 5TOR ff_6AOE 9 i AS SHOWN. G 550 STOR I EXHAUST FAN EF-6 0 a 109 oa O P FROM ROOF-MOUNTED 11 $ 8 EXHAUST " EXHAUST DROP INTO SERVICE STORAGE 12 ® 1� ROOM BELOW. t DETAIL I O PROVIDE 36"x66" WALL LOUVER FOR EXHAUST AIR ` SUPPLIES I ® ® r ff_s 2 MAKE-UP. LOUVER SHALL BE RUSKIN L6811. o„+ ~� # 116 0 . o - 199N z ( ( ® ~ 3 10 14"x14" EXHAUST DROP FROM ROOF-MOUNTED ___ EXHAUST FAN EF-7 OPEN INTO WARRANTY STORAGE cn I ROOM BELOW. w II 13 ff_, � o ......... . MEN Do'cl t07 11 PROVIDE 24"x12" DOOR LOUVER IN EACH DOOR, (2) a I I ¢ LOCATIONS, FOR EXHAUST AIR MAKE-UP. LOUVERS U 106 [ SHALL BE KREUGER 600A. O N 3s a' 12 14"04" EXHAUST DROP FROM ROOF-MOUNTED N -n EXHAUST FAN EF-8 OPEN INTO DETAIL SUPPLY4 Q ROOM BELOW. ca 1- m ® I ® I I i s, ' �—— -_ 1 i�11I JtI.I;;`i ij 46 3 TIMECL OCK CONTROLLING EXHAUST FAN, EF-3. Z - MOUNT IN WALL IN LOCKER ROOM IN RECESSED w NEMA 1 PANEL W/ BRUSHED STAINLESS STEEL . t��_U>Cc►n>t �em boroziQro v6oi am Q,'oz3dU= !.2FINISH.MDIUM DUTY STALLS u A, 77 36596 370 t to DETAIL BAYS ,o"0 K > WASH RACK i13 1,005If -15 rf 1o"m L z 385 380 d 10"m iz LUNCHCH ROOM oos� m 12• ccZ 465 If 465It J -9n II EII_ s E _ u Pt %E 5 o J In JU KEY PLAN W < cc crO U. INS 5 vy PARTT 62� PART A2 O W w ¢ n cr 0 Z V I I Z U OWC a euLDINFa I J 00 Z W cl) E L J Q W ¢ W Q Q X < ������� fNil"�.�1,.C. P�A�lo S��N/OC�� �U0�®��IG A A'Ilzs NMI= J X J " 20408-M6 CONSULTM u S-et N., gSCALE: 1/8"=1'-0" MWHANECAIL �9 z� 1320 FLYNN ROAD SUITE i404 PHONE: (805)987-3419 M.6 CAMARILLO,CAUFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES ONO H.V.A.C. WORK IN THIS PORTION OF BUILDING. X G 1'I{u V VI FQ L g e• 'g d''lSmg N W s H U O N N a b 0 0 o oa oW s� 0 Z ¢� W e a� own C b ID Q b C ♦m o N1... q LLL a\ 03 o a=o 03 <00oN Cc V o0 z QV W >> K D O D U 2m J� e � Q J Ill s E$ KEY PLAN < ir og s� a+� 0 9 uI �s W 9 � l71 a� �g 0 � LLJEr � Q BIIPART B PART A2 0 M F_ U V Z Lu V L cr Lu BUI.DIN61 J O Z LLJ W Q w Y XY r� Q Q xQ PARTIAL HN.A.C. ROOF PLAN- SC�f�= BULMNIS 20408—M7 N � � A� � Jet Nox J vg ®�s SCALE: 1/8"=1'-O" � MCAL F 1320 FLYNN ROAD SUITE J404 PHONE: (805)987-3419 M.7 CAMARILLO,CAUFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES O1 ROOF—MOUNTED EXHAUST FAN SERVING OIL STORAGE ROOM BELOW. CONTROL FAN WITH FAN SWITCH LOCATED ADJACENT TO ROOM LIGHT SWITCH. O2 ROOF—MOUNTED EXHAUST FAN SERVING COMPRESSOR ROOM BELOW. O3 ROOF—MOUNTED EXHAUST FAN SERVING RESTROOMS BELOW. O4 ROOF—MOUNTED AIR CONDITIONING UNIT. SET OUTSIDE AIR INTAKE FOR 390 CFM. OS ROOF—MOUNTED EXHAUST FAN SERVING SERVICE _ � r STORAGE BELOW. O6 ROOF—MOUNTED EXHAUST FAN SERVING WARRANTY w STORAGE BELOW. CONTROL FAN WITH FAN SWITCH ILI N LOCATED ADJACENT TO ROOM LIGHT SWITCH. O7 ROOF—MOUNTED EXHAUST FAN SERVING DETAIL SUPPLIES BELOW. CONTROL FAN WITH FAN SWITCH LOCATED ADJACENT TO ROOM LIGHT SWITCH. xi s ® �31sr�3e*S 0 4 M.9 N W H EF 7 2 2 a 0 EF 3,7 3 a o 0 g 3 M.9 A 0 ou e W s ■a W .A N d b O fA CC Q ■ � vmm d N!v 5 d AC 1,6 4 _= 9 M.9 o p ^"Zgpp� 030 on! Q O W WON y IiL m 6 Z a ❑ dwZ Y <� a ¢O O U U Jw as KEY PLAN W < o� v� g >u a� W =m n� � cr o �g a a � � IB2 BU 'NS 2 W wP,RR pa��R 0 Z o I V Z U cr Q euwlrrb J 0 `Z W W a w QQ Xa pp MM pp 2 p �p pp ,�u p p p �p�± PART AL W.V.A.C. ROOF PLAN- SER V ME BU L�®D�V 3 20408-M8 A ATIS a J X J s N® 7Lv= �tY�>(JILLIfI[tY� sneer N. g SCALE: 1�8"=V-0" A'117ECHA1N CA1(+ r 1320 FLYNN ROAD SUITE/404 PHONE: r5)987-3419 M.V CAMARILLO,CAUFORNIA 93012 FA%: 805 987-3561 PACKAGED HEAT COOL SCHEDULE NOMINAL ENT. EVAP. COIL CO%ING COOLING HEATING HEATING HEATING SUPPLY SUPPLY SUPPLY SUPPLY CQMP COMP COMP COMP COND COND COND UNIT POWER MAX WEIGHT O.S.A. EER/ NOTE: THIS DETAIL APPLIES TO MARK MAKE MODEL CAPACITY COND. ENTERING TC TSC* FUEL INPUT OUTPUT FAN FAN FAN FAN NO. NCA No. 2 VOLTS FAN FAN VOLTS SUPPLY FUSE (LBS) CFM SEERR REMARKS AC-1-7 & AC-9 SYSTEMS ONLY. TONS, TEMP. DB WB BTUH BTUH BTUH, BTUH, CFM SP V PH FLA RLA RLA PH NO. FLA PH MCA SIZE AC CARRIER 48HJD007 6.0 101 76.5/62.5 71,502 60,282 NATURAL 72,000 59,040 2,400 0.6 460V-30 2.6 1 9.6 N/A 46OV-30 1 0.6 460V-30 17.9 20 750 225 11.0 W/8" ROOF CURB, MANUAL OUTSIDE AIR INTAKE, AND AIRFLOW 1 GAS IWG INTEGRATED ECONOMIZER WITH MODULATING POWER EXHAUST. EXHAUST TUBE AC CARRIER 48HJD017 15.0 101 76.3/62.4 172,824 134,924 NATURAL 275,000 223,000 6,000 0.8 460V-30 7.9 2 16.4 10.0 460V-30 3 0.8 460V-30 43.0 50 2,000 515 10.5 W/8' ROOF CURB, MANUAL OUTSIDE AIR INTAKE, AND BY DETECTOR / GAS IWG INTEGRATED ECONOMIZER WITH MODULATING POWER EXHAUST. MANUFACTURER SAMPLING TUBE CON- AC CARRIER 48HJD017 15.0 101 75.9/62.3 172,568 133,086 NATURAL 275,000 223,000 6,000 0.8 460V-30 7.9 2 16.4 10.0 460V-30 3 0.8 460V-30 43.0 50 2,000 430 10.5 W/8" ROOF CURB, MANUAL OUTSIDE AIR INTAKE, AND NAMPLIN BY MANUF. a GAS IWG INTEGRATED ECONOMIZER WITH MODULATING POWER EXHAUST. AC CARRIER 48HJD012 10.0 101 77.6/63.0 112,570 94,477 NATURAL 180,000 147,600 4,000 0.6 46OV-30 4.8 2 8.3 8.3 46OV-30 2 0.7 460V-30 27.6 30 1,178 530 11.0 W/8" ROOF CURB MANUAL OUTSIDE AIR INTAKE, AND RESET SWITCH GAS IWG INTEGRATED ECONOMIZER WITH MODULATING POWER EXHAUST. ALL DUCT MOUNTED SMOKE DETECTORS SHALL BE AC CARRIER 48HJD006 5.0 105 82.0/64.0 56,900 54,262 NATURAL 72,000 59,040 2,000 0.6 460V-3 2.6 1 9.0 N/A 460V-30 1 0.8 460V-30 17.4 20 675 515 13.0 W/ 8" 0OF CURB AND MANUAL OUTSIDE MOUNTED IN STRICT ACCORDANCE WITH MANUF. 5 GAS IWG AIR INTAKE. INSTALLATION DIRECTIONS AS A PART OF THE AIR BALANCE WORK,AIRFLOW VELOCITY THROUGH AC CARRIER 48HJD006 5.0 101 77.8/63.0 56,516 48,246 NATURAL 72,000 59,040 2,000 0.6 460V-30 2.6 1 9.0 N/A 46OV-30 1 0.8 46OV-30 17.4 20 675 505 13.0 W/ 8" ROOF CURB AND MANUAL OUTSIDE THE DETECTOR SHALL BE MEASURED USING A HOT g GAS IWG A R INTAKE. WIRE ANEMOMETER VIA A PORT PROVIDED WITH THE DETECTOR BY THE MANUF. SAMPLING VELOCITY PLACE LABEL STATING AC CARRIER 48HJD007 6.0 101 78.4/62.9 71,968 64,092 NATURAL 72,000 59,040 2,400 0.6 460V-30 2.6 1 9.6 N/A 460V-30 1 0.6 460V-30 17.9 20 750 395 11.0 W/ 8" ROOF CURB, MANUAL OUTSIDE AIR INTAKE, AND MUST EXCEED JO FIRM FOR ADEQUATE SAMPLING "A.C. SMOKE SENSOR e GAS IWG INTEGRATED ECONOMIZER WITH MODULATING POWER EXHAUST. OF DUCT AIRSTREAM. UNITS NOT MEETING THIS CRITERIA SHALL BE REWORKED/RELOCATED UNTIL RESET SWITCH ABOVE' Ac CARRIER 48GS018 1.5 101 82.1/64.5 18,500 11,996 NATURAL 40,000 31,000 600 0.5 208V-10 1.8 1 9.0 N/A 208V-10 1 0.8 208V-10 13.9 20 324 180 10.0 W/ 8" ROOF CURB AND MANUAL OUTSIDE PERFORMANCE PER THIS CRITERIA Is MET ON UNDERSIDE OF GAS IWG AIIR INTAKE. CEILING BELOW THIS AC CARRIER 48HJD007 6.0 101 80.4/63.7 72,317 63,250 NATURAL 72,000 59,040 2,400 0.6 460V-30 2.6 1 9.6 N/A 460V-30 1 0.6 460V-30 17.9 20 750 390 11.0 W/ 8" ROOF CURB AND MANUAL OUTSIDE DUCT MOUNTED SMOKE DECTECTOR. 9 GAS IWG AIR INTAKE. SMOKE DETECTOR ALSO PLACE LABEL AT AC CARRIER 50GSO42 3.5 105 74.7/61.8 38,484 30,973 -- N/A N/A 1,400 0.4 460V-30 2.0 1 5.3 N/A 46OV-30 1 0.8 460V-30 9.4 15 369 30 10.0 W/ 8" ROOF CURB AND MANUAL OUTSIDE TIMECLOCK OR MAIN 10 IWG AR INTAKE. c MOUNT SMOKE DETECTOR IN S/A MAIN CONTROL FOR AC UNIT DUCTWORK BEFORE FIRST BRANCH, IN ACCESSIBLE STATING LOCATION HOOD SCHEDULE EVAPORATIVE COOLER SCHEDULE LOCATION. MOUNT UNIT TO DUCTWORK W/ OF DECTECTOR. MARK MANUFACTURER MODEL WEIGHT CURB C.F.M. S.P. FUNCTION REMARKS AIRFLOW EXTERNAL BLOWER BLOWER BLOWER BLOWER PUMP PUMP PUMP PUMP UNIT FOUR (4) #12 X 1/2" SHEET METAL SCREWS (Ibs.) SIZE MARK MANUFACTURER MODEL (CFM) STATIC HP RPM VOLT/PH AMPS MODEL HP VOLT/PH AMPS OPER. WT. REMARKS IWG LBS 8 s:mOKE ®INFECTOR MOUNTING ; COOK PR-30 189 RCG-40 2,370 .0 INTAKE PROVIDE BI DSCREEN ® CHAMPION 14 21 DO 10,400 .40 1.5 260 46OV-30 3.4 110467 1/60 120V-10 1.2 1,069 NER ® �M/U UOLS DETECTOR FAN SCHEDULE MARK MAKE MODEL CFM S.P. FAN CURB FLA POWER VOLTAGE- WEIGHT REMARKS ROOF MOUNTED CENTRIFUGAL EXH. NOTE: THIS DETAIL APPLIES TO LINE VOLTAGE POWER TO A/C UNIT BY ELECT. CONTR. SEE IWG RPM SIZE HP W PHASE LBS d3rs103a«s FAN AC-1-7 & AC-9 SYSTEMS EQUIPMENT SCHEDULE FOR VOLTAGE AND PHASE. COOK ACEB 490 .375 1,281 RCG-16 N/A 1/6 HP 115V-10 60 W/GRAVITY BACKDRAFT DAMPER, ROOF CURB ONLY. ALL SMOKE DETECTORS ®1 10OC2B & NEMA 3R DISCONNECT. N SHALL BE UL LISTED & CA A/C UNIT W/24 VOLT CONTROL CO K GC-140 109 .25 1,500 N/A N/A 70 W 115V-10 15 W/PR-8 ROOF CAP. Lu 1-1/2"x1-1/2' NAILER WITH CURB STATE FIRE MARSHALL APPROVED. 2e TRANSFORMER BY MECH. CONTR. Q FROM FACTORY COOK ACEB 545 .375 1,338 RCG-16 N/A 1/6 HP 115V-10 60 W/GRAVITY BACKDRAFT DAMPER, ROOF CURB _ SYSTEM SENSOR MODEL OH400ACDCP \.4?j I 10OC2B & NEMA 3R DISCONNECT U DUCT MOUNTED SMOKE DETECTOR 5 TO 7 LOW VOLTAGE WIRES BETWEEN ® COOK ACEB 265 .25 1 986 RCG-16 N/A 1/6 HP 115V-10 60 W/ GRAVITY BACKDRAFT DAMPER, ROOF CURB O _ SKIRT OF EXHAUST FAN BASE. INSTALLED IN S/A DUCT AT DISCHARGE T-STAT AND AIR CONDITIONER ON 4 8OC2B & NEMA 3R DISCONNECT. cn PROVIDE (2) #8 SHEET METAL SCREWS OF FAN COIL PRIOR TO FIRST BRANCH. ROOF. LOW VOLTAGE WIRING BY ® COOK ACEB 230 .25 1,372 RCG-16 N/A 1/6 HP 115V-10 60 W/ GRAVITY BACKDRAFT DAMPER, ROOF CURB TIT THROUGH SKIRT INTO NAILER ON MECHANICAL CONTR. RUN IN CONDUIT 70C2B & NEMA 3R DISCONNECT. a o g (2) OPPOSING SIDES. ROUTE ROOFING BY ELECTRICAL CONTR. VERIFY NO. ® COOK ACEB 4,740 .375 1,091 RCG-28 N/A 1 HP 208V-10 146 W/ GRAVITY BACKDRAFT DAMPER, ROOF CURB m UP UNDER SKIRT TO FLASH IN CURB I i I I I OF WIRES NEEDED W/ MANUF. TO 6 195C7B & NEMA 3R DISCONNECT. 120 VAC - - - - I I I I I ALLOW ALL STAGES OF HEATING AND �F COOK ACEB 460 .25 1,110 RCG-16 N/A 1/6 HP 115V-10 60 W/GRAVITY BACKDRAFT DAMPER, ROOF CURB z - COOLING AVAILABLE IN UNIT TO BE 100C26 & NEMA 3R DISCONNECT. Lu e ACCESSED. EF COOK ACEB 540 .25 1,212 RCG-16 N/A 1/6 HP 115V-10 60 W/ GRAVITY ACKDRAFT DAMPER, ROOF CURB s 1-1/2" THICK, 3 LB DENSITY INSULA- e 10OC2B & NEMA 3R DISCONNECT. N z X., ROUTE S A FAN STARTER � 0 m 0 . TION INSIDE CURB BY FAN MANUF. / E COOK ACEB 5,080 .375 951 RCG-28 N/A 1.5 HP 46OV-30 --- W/ GRAVITY BACKDRAFT DAMPER, ROOF CURB COIL WIRING THRU FUSED DISCONNECT ® 21 OC2B & NF4A 3R DISCONNECT. m N.C. CONTACTS IN THE BY ELECT. CONTR. EXHAUST DUCT DOWN FROM CURB. e COOK ACEB 5,080 .375 951 RCG-28 N/A 1.5 HP 460V-30 --- W/GRAVITY BACKDRAFT DAMPER, ROOF CURB ` PROVIDE 1/4" NEOPRENE SEAL SMOKE DETECTOR. FAN TO 10 21OC8B & NEMA 3R DISCONNECT. a i c N m WHERE DUCT RETURN RESTS ON SHUT DOWNON DETECTOR CARRIER DEBONAIR 250 11 COOK ACEB 2,370 .375 1,010 RCG-22 N/A 1/2 HP 208V-10 --- W/GRAVITY BACKDRAFT DAMPER, ROOF CURB - CURB NAILER 165C5B & NEMA 3R DISCONNECT. THERMOSTAT W/ INTEGRAL SECURE CURB TO ROOF STRUCTURE 7 DAY TIMECLOCK, BY MECH. ;2 COOK GC-140 109 .25 1,500 N/A N/A 70 W 12OV-10 15 W/PR8 ROOF CAP. PER STRUCTURAL ENGINEER'S CONTRACTOR. DIRECTION F� 2 p p��pp 22 FAN �p �p5� �p�a g 2 2�p�e WIRING AIR TERMINAL SCHEDULE 7 II OOF-M®TSJ1NTED I!-// N MOUNTING u I��1G a� SMOKES SENSOR IRING VENTILATION NOTES: MARK MAKE MODEL NECK SIZE FUNCTION DEFL. LOCATION FINISH REMARKS y 1 THERMOSTAT SHALL BE PROGRAMMED BY INSTALLING CONTRACTOR CFM KRUEGER 1240 6" X 6" SUPPLY 2-WAY T-BAR STD 24"x24" PANEL, FRAME 23 -1 OPPOSITE CEILING, TO PROVIDE A PRE-OCCUPANCY PURGE CYCLE (1) HOUR PRIOR TO CFM KRUEGER 1240 6" X 6" SUPPLY 2-WAY T-BAR STD 24"x24" PANEL, FRAME 23 a BUILDING OCCUPANCY EACH DAY. DURING THIS CYCLE THE A/C UNIT -2 CORNER CEILING o SUPPLY FAN SHALL BE BROUGHT ON WHILE THE COOLING AND HEATING CFM KRUEGER 1240 6" X 6" SUPPLY 3-WAY T-BAR STD 24"x24" PANEL, FRAME 23 o ci z o FUNCTIONS OF THE A/C UNIT ARE LOCKED OUT. _3 CEILING 2) THERMOSTAT SHALL BE PROGRAMMED BY INSTALLING CONTRACTOR -4 KRUEGER 1240 6" X 6" SUPPLY 4-WAY CEILING STD 24"x24" PANEL, FRAME 23 j z TO ENSURE THAT THE A/C SUPPLY FAN SHALL RUN CONTINUOUSLY o 0 - CFM KRUEGER 1240 8" X 8" SUPPLY 2-WAY T-BAR STD 24"x24" PANEL, FRAME 23 WALL-MOUNTED T-STAT DURING NORMALLY OCCUPIED HOURS FOR THE AREA(S) SERVED. -5 CORNER CEILING W < 6 ; MAKES ON TEMPERATURE RISE. 2 o o g CFM KRUEGER 1240 B" X 8" SUPPLY 4-WAY T-BAR STD 24"x24" PANEL, FRAME 23 SET AT 75 F 3) THE INSTALLING CONTRACTOR SHALL VERIFY THAT DESIGN OUTSIDE _6 CEILING J - AIR INTAKE QUANTITIES AT EACH AIR CONDITIONING UNIT ARE ROOF-MOUNTED EXHAUST FAN CFM KRUEGER 1240 10" X 10" SUPPLY 2-WAY T- AR STD 24"x24" PANEL, FRAME 23 - PROPERLY SET PRIOR TO INITIAL BUILDING OCCUPANCY. Q WOOD NAILERS AT DUCT -7 CORNER CEILINGU N CONN. TO CURB & CURB CFM KRUEGER 1240 10" X 10" SUPPLY 4-WAY T-BAR STD 24"x24" PANEL, FRAME 23 Q W a ROOF MOUNTED PERIMETER, SUPPLIED -/1° 2 AC-8 A_ 10 CONTROLS -8 CEILING A/C UNIT W/ CURB C� CFM KRUEGER 1240 12" X 12" SUPPLY 4-WAY T-BAR STD 24"x24" PANEL, FRAME 23 =� NEOPRENE GASKET FOR -9 CEILING AIR TIGHT CONNECTON -FAN DISCONNECT SWITCH TO CFM KRUEGER 1240 14" X 14" SUPPLY 2-WAY T-BAR STD 24"x24" PANEL, FRAME 23 C REMAIN CLOSED DURING NORMAL -10 CORNER CEILING OF DUCT CONNECTIONS OPERATION TO CURB, TYP. LINE VOLTAGE POWER TO A/C UNIT BY ELECT. CONTR. SEE CFM KRUEGER 1240 20" X 20" SUPPLY 4-WAY T-BAR STD 24"x24" PANEL, FRAME 23 120 VAC EQUIPMENT SCHEDULE FOR VOLTAGE AND PHASE. -11 CEILING 6 GA. STEEL A/C UNIT CFM KRUEGER 880H 10" X 6" SUPPLY DOUBLE GYP. BD. STD W/ OPPOSED BLADE DAMPER HOLD DOWN PRt)VIDED -12 SIDEWALL W/ A/C UNIT CURB. NOTE: PROVIDE PERMANENTLY ENGRAVED A/C UNIT W/24 VOLT CONTROL CANT STRIP PLASTIC LAMINATE TAG ABOVE T-STAT TRANSFORMER BY MECH. CONTR. CFM KRUEGER 880H 16" X 6" SUPPLY DOUBLE GYP. BD. STD W/-13 SIDEWALL OPPOSED BLADE DAMPER - RIGID INSULATION, STATING, 'WARNING, LINE VOLTAGE CFM KRUEGER 1190 16" X 16" RETURN N/A T-BAR STD 24"x24" PANEL, FRAME 23 g RIPPED 4 x BENEATH FIELD SUPPLIED THERMOSTAT, DISCONNECT POWER PRIOR 5 TO 7 LOW VOLTAGE WIRES BETWEEN -14 CEILING r s TO SERVICING' 4-9 CURB TO ENSURE T-STAT AND AIR CONDITIONER ON CFM KRUEGER S80 20" X 20" RETURN 0' T-BAR STD 24"x24" PANEL, FRAME 23 $- LEVEL SET OF ROOF. LOW VOLTAGE WIRING BY -15 CEILING s CURB IN ALL RUN BUILT-UP-ROOFING MECHANICAL CONTR. RUN IN CONDUIT CFM KRUEGER S80 24" X 10" RETURN 0' GYP. BD. STD W/OPPO ED BLADE DAMPER DIRECTIONS UP & UNDER FLASHING ,D 2 �I�I pe �p p �a I I I I BY ELECTRICAL CONTR. VERIFY NO. -16 SIDEWALL d RETURN AT CURB 4 LSE-u u `�ONTROL� DIAGRAM I I I I OF WIRES NEEDED W/ MANUF. TO CFM KRUEGER S80 18" X 6" EXHAUST 35' GYP. BD. STD W/ OPPOSED BLADE DAMPER (E) ROOF, I I I I I ALLOW ALL STAGES OF HEATING AND -17 CEILING s o SEE ARCH. PLANS COOLING AVAILABLE IN UNIT TO BE CFM KRUEGER S80 36" X 18" EXHAUST O' DUCT STD W/ OPPOSED BLADE DAMPER k PARAGON EL7200 TIMECLOCK, WALL FUSED DISCONNECT ACCESSED. _18 SIDEWALL DUCT DROP DOWN FROM MOUNTED. SEE M3 & M6 FOR LOCATION. BY ELECT. CONTR. CFM KRUEGER S80 24" X 24" EXHAUST O' GYP. BD. STD W/ OPPOSED BLADE DAMPER UNIT TIMECLOCK SHALL BE SUPPLIED BY MECH. -19 CEILING CONTR. & INSTALLED BY ELEC. CONTR. CFM KRUEGER EGC5 36" X 30" MAKE-UP N/ GYP. BD. STD W/ OPPOSED BLADE DAMPER P -20 CEILING CFM KRUEGER DPL 70"x15" SUPPLY VARIABLE DUCT STD W/ OPPOSED BLADE DAMPER Si CARRIER DEBONAIR 250 -21 SIDEWALJL a THERMOSTAT W/ INTEGRAL CARRIER VENSTAR DUCT MOUNTED j Z g 7 DAY TIMECLOCK, BY MECH. REMOTE TEMPERATURE SENSOR. cc a INSTALLATION NOTES: CONTRACTOR. DUCT MOUNTED ON RETURN AIR a ANDDUCT BETWEEN FIRST UN T. SEE HVAC PLAN W BRANCH OR 0 0 SECURE CURB TO ROOF STRUCTURE BY ALTERNATE LOCATION. THE MARK IS O Z U y NAILING AND LAGS 18" O.C. THE LAGS SHALL BE a f 3/8" DIA. x 1-1/2" LONG. NAILS SHALL BE MIN. 16 DWT. 0 a' 2x BLOCKING SHALL BE PROVIDED UNDER FULL PERIMETER 1 2 3 4 5 6 7 8 VENTILATION NOTES: LLY C OF CURB TO ALLOW SECURE ANCHORAGE, SEE STRUCTURAL 1) THERMOSTAT SHALL BE PROGRAMMED BY INSTALLING CONTRACTOR ? C.)DRAWINGS FOR FRAMING REQUIREMENTS. TO PROVIDE A PRE-OCCUPANCY PURGE CYCLE (1) HOUR PRIOR TO a W � 0 BUILDING OCCUPANCY EACH DAY. DURING THIS CYCLE THE A/C UNIT cf) J A/C UNIT SHALL BE SECURED TO ROOF CURB USING STEEL SUPPLY FAN SHALL BE BROUGHT ON WHILE THE COOLING AND HEATING 11J J HOLD DOWNS PROVIDED WITH CURB BY CURB MANUFACTURER. FUNCTIONS OF THE A/C UNIT ARE LOCKED OUT. Q W HOLD DOWNS SHALL BE A MINIMUM OF 16 GA. STEEL & SHALL Q W ATTACH TO UNIT BASE RAIL WIH (4) #10 x 1/2" SHEET METAL 2) THERMOSTAT SHALL BE PROGRAMMED BY INSTALLING CONTRACTOR Y W e SCREWS. HOLD DOWN SHALL ATTACH TO ROOF CURB USING TO ENSURE THAT THE A/C SUPPLY FAN SHALL RUN CONTINUOUSLY Q Q X Q >" (4) #10 x 1/2" SHEET METAL SCREWS. NUMBER OF HOLD DOWNS DURING NORMALLY OCCUPIED HOURS FOR THE AREA(S) SERVED. _I X J PROVIDED NTH EACH UNIT SHALL BE AS DETERMINED BY CURB MANUFACTURER, BUT SHALL BE NO LESS THAN (4) PER UNIT, ROOF MOUNTED L 3) THE INSTALLING CONTRACTOR SHALL VERIFY THAT DESIGN OUTSIDEd 1. s eet na. s LOCATED AS RECOMMENDED BY CURB MANUFACTURER. FAN. AIR INTAKE QUANTITIES AT EACH AIR CONDITIONING UNIT ARE g 120 VAC PROPERLY SET PRIOR TO INITIAL BUILDING OCCUPANCY. 6 A/C ROOF CURB F-1 & 3 CONTROL SCH fMV. C-1-7 & 9 CONTROL M.9 SHEET METAL, ELBOW FITTING BEND RADIUS TO BE 1.5 TIMES SCHEDULE FOR TYP. CONNECTIONS TO STRUCTURAL SUPPORTING MEMBERS 4 THE DIAMETER OF DUCT MAX LOAD EXPANSION MACHINE SPREADER MACHNE SPAN- ANGLE TO ROD CAPACITY ANCHORS TO CAST-IN BOLT AT SZE BOLT AT CRETE SUPPORTING SZE TYPE IN TENSION CONCRETE PLACE STL BEAM WOOD ROD STRUCTURAL FOR A. STANDARD WOOD OR STEEL FRAMED FIRE OR SMOKE PARTITION WALL MATH SINGLE HEADER AND FIRE 120 VAC (PONDS) INSERT CAMP MONIER PIPES RATED MATERIAL LINING THE OPENING. LINING NOT REWIRED AT CONCRETE OR MASONRY. OPENING N.C. 120 VAC POWERED, FLEX DUCT JOINT TO SHEET METAL LT.W. HARD ROC( SHALL BE MINIMUM 1/8'PER FOOT LARGER THAN THE OVERALL DAMPER AND SLEEVE ASSEMBLY SIZE. SHALL BE DUCT TAPED AND THEN I 409 5/8 I/Y 3/8' 3/8' C}.5.4 1/2' 318E LS-I/2x2-1/2X3/- H 1/2Y MAXIMUM OPENING SIZE SHALL NOT IXCE 1/87 PER FOOT PLUS 1'. OPENING SHALL NOT BE LESS N.C. ACTUATOR IN DUCT TIE WRAPPED, TYP. II 550 314E 5/8' 1/Y 3/8' C4.5A 1/Y 3/¢' L5.3.3/Bx3'L1H 5/9'f THAN 114E LARGER THAN ANY SIZE DAMPER AND SLEEVE ASSEMBLY, MOUNTED SMOKE/FIRE III 900 2-1/Y 2-}/g' 1/Y 318E CSx8.7 314E 318E (2)L4.3.5/18x4'LLH 3/4't B. DUCT TO DAMPER SLEEVE CONNECTION SHALL BE BREAK AWAY STYLE RECTANGULAR DUCTS SHALL DAMPER, SEE 12/M9 IV 1300 2-5/8' 2--5/6': 112E 112E C6x95 1/2' (2)L%3.3 451H ml%-, USE ONE OR MORE OF THE FOLLOWING CONNECTIONS: PLAIN S-SUP,HEMMED S-SUP,STANDING v 1800 2-3/4' 2-5/,a' S/8' 1/2- C8x11.5 1/2' (2)L5-1/W-1/kI/2.4'UH S-SLIP,AND OTHER SIMILAR{LINT COMMONLY USED SLIP TYPE JOINTS. DUCTMATE MAY BE USED IN DUCT MOUNTED SMOKE VI 26g0 4-5/8' 4-1/2' 2-1/2' 518E C9x114 (2)L5x3.3/Bx10'UH LIEU OF SUP JOINTS PROVIDED THAT CORNERS ARE NOT BOLTED AND NON-METAUC CLEATS ARE DETECTOR, SYSTEM SENSOR USED. ROUND DUCTS SHALL USE DRAW BAND TYPE CONNECTIONS DAMPER MANUR SUPPLIED BREAK 4 314E 4 5/e' 2-5/a' S/8' CIOA5.3 ()L5-t/2.3-1/2.1/2AI-1/2 AWAY CAP/COLLAR ASSEMBLY. SLEEVE THROUGH WALL SHALL EXTEND APPROXIMATELY 3"MIN.BEYOND MODEL DN400ACDCP. THE PARTITION UP TO A MAXIMUM OF 16'. DETECTOR SHALL BE C. MOUNTING ANGLES SHALL BE A MINIMUM OF 1-1/2%1-1/2'x16 GUAGE. THE ANGLES SHOULD BE BE INSTALLED IN STRICT SCHEDULE OF SIDE BRACING FOR RECTANGULAR DUCTS ATTACHED TO THE SLEEVE,NOT THE PARTITION,WITH NO.10 SHEET METAL SCREWS,OR WELDS,OR ACCORDANCE WITH ITS - 3DUCT VERTICAL AND VERTICAL AND VERTICAL AND BOLT CONNECTOR 1 Wf.T 1/4'x2O BOLTS AT 12'O.C.MAXIMUM. A MINIMUM OF TWO CONNECTIONS PER SIDE,TOP•BOTTOM. LISTING REQUIREMENTS, SIZE LONg1UONAL LONGITUDINAL LONGITUDINAL SIZE TO LINEAR MOUNTING ANGLES SHALL OVERLAP THE WALL A MINIMUM OF 1'. ON FLANGE TERMINATION UNITS (3) 1.'x SUPPORTING MEMBER FOOT(2) SLEEVE FLANGE MAY BE USED IN UEU OF MOUNTING ANGLES ENSURE THAT THE ATTACHMENT DEVICE DETECTOR SHALL BE FLEX DUCT SHALL BE LIMITED IN LENGTH 3O'SO. 2XW6 GA 2x2.16 GA 2.W6 GA 1/44 TYPE I 13 DOES NOT INTERFERE WITH THE OPERATION OF THE DAMPERS AND THE FREE MOVEMENT OF THE MOUNTED UPSTREAM OF L=jTO 6 FEET MAX, AND USED ONLY AT 42-SO. 2-I/2x2-I/2x16 GA 2-1/2t2-1/206 GA 2-1/212-1/206 GA 1/4't TYPE a 2D BLADES SMOKE/FIRE DAMPER - LG TERMINAL CONNECTIONS. IT SHALL BE 54'SQ. 2-1/2x2-1/2.16 GA 2-1/2x2-1/2x14 GA 2-1/2.2-1/216 GA 3/8'4 TYPE W 27 D. THE SMOKE/FIRE DAMPER SHALL BE ATTACHED TO THE SLEEVE BY WELDING,OR WITH NO.10 SHEET H 2O VAC A HUNG OR LAID LEVEL WITHIN f5" VERT. 60'SQ. 30.16 GA 3x3.14 GA 3.3A6 GA 3/8't TYPE W 36 METAL SCREWS,OR BOLTED WITH 1/4'x20 BOLTS AT 9'O.C.MAXIMUM. A MINIMUM OF TWO BENDS SHALL BE LIMITED TO A MINIMUM 84'S0. 4x4x14 GA 4.4.14 GA 4x4.14 CA 3/8't TYPE Iv 53 CONNECTIONS PER SIDE.TOP AND BOTTOM. MULTIPLE SECTION UNITS SHALL BE ATTACHED AT THE RADIUS OF 1.5 TIMES DUCT DNA. FLEX 95'S0. 4.4,12 GA 4x4z12 GA 4.4x12 GA 1/2'r TYPE M 8D MATING FRAMES WITH WELDS.NO.10 SHEET METAL SCREWS,OR 1/4%20 BOLTS AT 9'ON CENTER DUCT SHALL BE FULLY EXTENDED WHEN MAXIMUM.WITH A MINIMUM OF TWO FASTENERS USED. E. WHEN JOINING MULTIPLE DAMPER ASSEMBLIES,A CONTINUOUS 1/8"BEAD OF DOW-CORNING 999, NOTE: DUCT DETECTORS SHALL BE AIR TERMINAL (SEE (1) SEE SCHEDULE ABOVE FOR TYPICAL CONNECTION TO STRUCTURAL SUPPORTING DOW-CORNING SILASTIC 732 RTV,FlBERFAX OR GE RTV SIUCON RUBBER SEALANT SHALL BE PROVIDED & INSTALLED BY MECH. SCHEDULE FOR SIZE MEMBERS APPUED ON THE MULLION JOINT. ANOTHER BEAD OF THE SAME SEALANT SHALL BE APPLIED CONTRACTOR, WIRED BY ELECT. g AND TYPE) (2) MAXIMUM WEIGHTS OF DUCT OR COMBINATIONS a DUCTS PER LINEAR FOOT. OETWEEN THE DAMPER AND THE SLEEVE ONLY APPLY THE SEALANT TO THE'UNKAGE SIDE'OF THE CONTRACTOR. R. (3) THE DUCTS MAXIMUM DIMENSION SHALL GOVERN WHAT BRACING IS REQUIRED. EXAMPLE A 36'x 6O'DUCT SHALL BE BRACED AS A 60'SO.DUCT. F. DAMPER OPERATOR.ACTUATOR MUST BE TESTED PRIOR TO SYSTEM START-UP TO INSURE PROPER �� ��� TERMINAL n�� �����n wn OPERATION. PRIOR TO APPLYING POWER TO THE OPERATOR/ACTUATOR THE POWER VOLTAGE/PHASE MUST BE VERIFIED. \INFEs3 SMOKE/FIRE DMPR. WIRING SC-2M. R#Y e CONNECTION TO STRUCTURAL SUPPORTING MEMBERS TO BE THE SAME FOR VERTICAL DIAGONAL AND LONGITUDINAL VL SEE SCHEDULE ABOVE. � z3 A B N: - - �. o o a = o PROVIDE FRAMING FOR ATTACHMENT POINTS, v WALL-MOUNTED T-STAY DUCT COLLAR, DEEP ENOUGH F vEHncAL'C VERIFY WITH PROJECT STRUCTURAL ENGINEER. S 4 aF ears- d2 s TO ACCOMODATE DIFFUSER DO NOT HANG/SUPPORT ANY DUCTWORK/PIPING AB sECHmOIE q aF A"LxE MAKES ON TEMPERATURE RISE. AND OPPOSED BLADE FROM SUB-PURLINS. HORIZONTAL'r EO. [EQ. I SET AT 75' F DAMPER. �w SEE SCHEDULE N NU: ABOVE LONGITUDINAL V __. UJ BRACE ONE EACH lJ z L---------J -2" X 2' X 1/4" STEEL CHANNEL SECURED TO SIDE OF DUCT. FOR SZE SEE _ ROOF FRAMING, 2 SIDES ONLY. VERIFY POINT ID --- 1 (SHOWN TIED) �- � � D -ROOF-MOUNTED EXHAUST FAN 2I / sHowN DOTTED U OF ATTACHMENT W/ PROJECT STRUCTURAL _ _ GONAL'L' M"x / ( ) IIFo 6 45. ENGINEER. g E saEDULE / �OVE3/8"0 STEEL HANGER ROD, TOTAL OF (4), 81i. ��mu� \ _2 PER CHANNEL( ) ABOVE,TYPICAL '4 1-1/2" X 1-1/2" X 1/8" STEEL CHANNEL. ATTACH ^� `�� I -FAN SWITCH LOCATED ADJACENT TO AIRFL� ANGLE TO DUCT USING (4) FASTENERS FOR EACH -_- _�� r�CLEAR \ -1 ROOM LIGHT SWITCH. z Q ANGLE. PROVIDE STEEL CHANNEL ATTACHMENTS Mawmum 2 SUCH THAT ALL SECTIONS OF THE RECTANGULAR1. w � -FAN DISCONNECT SWITCH TO RISER ARE SUPPORTED. �J REMAIN CLOSED DURING NORMAL cn s 120 VAC OPERATION „ t TRANSVERSE BRACING TO OCCUR_V O.C.MAXIMUM,TRANSVERSE BRACING SHALL BE NOTE: FOR FIRE/SMOKE DAMPER IN WALL CALL-OUT ON PLANS IS SFD-1. m o m INSTALLED AT EACH DUCT TURN AND AT EACH END OF A DUCT RUN. LONGITUDINAL FIRE/SMOKE DAMPERS SHALL BE CALIFORNIA STATE FIRE MARSHAL NOTE: PROVIDE PERMANENTLY ENGRAVED BRACING SHALL OCCUR AT 60'O.C.MAXIMUM. TRANSVERSE BRACING FOR ONE DUCT PROVIDE TAPERED 45? TRANSITION ON SECTION YAY ALSO ACT AS LONGITUDINAL BRACING FOR A DUCT SECTION CONNECTED APPROVED AND U.L LISTED FOR INTENDED APPLICATION. VERIFY VOLTAGE PLASTIC LAMINATE TAG ABOVE T-STAY a m m NOTE: THIS DETAIL APPLIES TO DUCT DROPS PORPENDIt"R TO IT,IF THE BRACING IS INSTALLED WITHIN FOUR FEET O*THE REQUIREMENTS OF ACTUATOR WITH FRCP PROVIDER PRIOR TO ORDERING. STATING, 'WARNING, LINE VOLTAGE Cr_ a IL LEADING SIDE OF REGISTER TRANSITION. FROM ROOF MOUNTED AIR CONDITIONING UNITS. INTERSECTION OF eonH DUCTS AND eRAa"c Is arFD FOR THE LARGER DUCT. PROVIDE 12"x12" DUCT ACCESS PANEL IN CEILING/WALL TO PROVIDE THERMOSTAT, DISCONNECT POWER PRIOR - SERVICE TO DAMPER AND ACTUATOR. TO SERVICING' 95 SIDEWALL DIFFUSER TAP ll VERTICAL DUCT SUPPORT ECTANGULAR DUCT SUPPORT jkp FIRE/SMOKE DAMPER AT WALL L2J EF-5 & 5 CONTROL ®IACRAf�il - A, CONCRETE OR MASONRY FIRE PARTITION SHOWN. SEE WOOD STUD AND/OR STEEL STUD FRAMING FOR FIRE DAMPERS IN DRYWALL AND/OR CAVITY SHAFTWALL PARTITIONS SUPPLEMENTAL INSTALLATION INSTRUCTIONS FOR FURTHER VERTICAL FRAMING STRAP THRU-BOLTED OR SCREWED MOUNT INSTALLATION DETAILS. THE OPENING SHALL BE A MINIMUM OF 1/4' TO A o MEMBER TO FRAMING 3/8" X 2° LAG SCREW INTO FRAMING 2-X1/8"CHANNEL SUP- MAXIMUM OF 3/4 LARGER THAN THE OVERALL DAMPER AND SLEEVE ASSEMBLY SIZE. FUSED DISCONNECT, TYP. DAMPER MUST BE INSTALLED WITH LEADING EDGE OF CLOSED BLADE WITHIN THE PORT TO FRAMING ABOVE O O MEMBER EACH SIDE. USE EXPANSION THRU-BOLT INTO FRAMING PARTITION. ¢o N o a MOLLY-TYPE BOLT ON SHEET ROCK WALLS. W/3/8-STEEL BOLT TIUR.. MINIMUM N.C. CONTACT IN DUCT-MOUNTED B. FOR RIGID TYPE DUCT CONNECTIONS THE SLEEVE SHALL BE A MINIMUM OF 16 GAUGE SMOKE DETECTOR AT EC-1. f� z FOR DAMPERS UP TO 24' WIDE BY 24' HIGH. WHEN LIGHTER GAUGE SLEEVES ARE d 1 1/2" X 16" GA GI STRAP NOT MOREUSED, ONE OR MORE COMMONLY USED BREAKAWAY STYLE CONNECTIONS ARE REQUIRED. zTHAN 12 FEET APART. IN ENCLOSED DUCT REFER TO SLEEVE TERMINATION SUPPLEMENTAL INSTALLATION INSTRUCTIONS FOR2- 10 SELF TAPPING SCREWS EXISTING STRUCTURALFURTHER DETAILS. IN NO CASE WILL THE SLEEVE GAUGE BE LESS THAN THE THE 120V-10 F_ o°o CHASES, EACH SECTION OF DUCTWORK DUCT GAUGE TO WHICH IT IS CONNECTED, DAMPER SLEEVE SHALL NOT EXTEND MORE Liu MUST BE INDIVIDUALLY SUPPORTED IN THIS THAN 16' BEYOND THE RATED PARTITION ON THE ACTUATOR SIDE, THE OPPOSITE SIDE EXTENSION SHALL BE A MAXIMUM OF 6' UNLESS AN ACCESS DOOR IS INSTALLED PROVIDE SEISMIC BRACING D MANNER TO PREVENT SEPERATION BETWEEN IN THE SLEEVE WHICH THEN PERMITS THE EXTENSION TO BE A MAXIMUM OF 16'. VENTILATION CONTROL 45' MIN. CONSISTING OF STEEL SECTIONS. RECTANGULAR DUCT SWITCH FOR PARTS (� „ STEEL ALL-THREAD C. MOUNTING ANGLES SHALL BE A MINIMUM OF 3/4'xl-1/2' TALL x 20 GAUGE. RETAINING STORAGE AREA. SEE Q o STRAP, SAME GA. AS HANGER ROD. ANGLES ARE ONLY REQUIRED ON ONE SIDE OF THE PARTITION AND MUST BE M3 FOR LOCATION. HANGER, ON BOTH SIDES OF VERTICAL DUCT RISER UP WALL ATTACHED TO THE SLEEVE IN LIEU OF ATTACHING TO THE PARTITION, RETAINING DUCT, EVERY 30' MAX. & AT ANGLES MAY BE INSTALLED ON BOTH SIDES OF THE PARTITION AND MUST BE _ EVERY CHANGE ' ATTACHED TO THE SLEEVE. ATTACHMENT TO THE SLEEVE AND/OR THE PARTITION 120 VAC SHALL BE WITH NO. 10 SCREWS OR BOLTS, 3/16' DIAMETER STEEL RIVETS, 9 DIRECTION. WELD, BOLT OR NO.8 SCREW, STRAP TO QUICK-LOCK JOINTS OR WELDS, AT 12' D.C. MAXIMUM. A MINIMUM OF TWO - CONNECTIONS PER SIDE, TOP AND BOTTOM. A MINIMUM 3/4'x2O GAUGE FLANGE 460V-10 THE DUCT. CAULK TO SEAL DUCT PROVIDE,SEISMIC RESTRAINT FOR TERMINATION MAY BE USED IN LIEU OF MOUNTING ANGLES. REFER TO SLEEVE PENETRATIONS. UUCT SUPPORTS PER SEC.100E u.M.C.,1980 EDITION __-- ------ - ---7�r TERMINATION SUPPLEMENTAL INSTALLATION INSTRUCTIONS AND FRAMING FOR FIRE MIN. OF 3 FASTENERS WITH DUCTS DAMPERS FOR FURTHER DETAILS, ENSURE THAT ATTACHMENT DEVICE DOES NOT MAX. DIA. STRAP HANGER INTERFERE WITH OPERATION DF THE DAMPER AND THE FREE MOVEMENT OF THE -u 24" WIDE AND UP DAMPER BLADES. ROUND DUCT, HANGER SPACING VENT NOTE:SEISMIC BRACING INDICATED INCHES 2'x 2'x 1/8'STEEL ANGLE MAX SIDE OF STRAP SUPPORT SUPPORT HOPoZ HANGER IS FOR ROUND DUCTING LESS THAN IRON SUPPORT. RECT.DUCT HANGERS R00 ANGLE ANGLE SPACING D. WHEN JOINING MULTIPLE SECTIONS OR FASTENING THE DAMPER TO THE SLEEVE, THE g THRU 14 1"%26 GA B" NOTE: IN INCHES DAMPER SHALL. BE FASTENED WITH 3/16' DIAMETER STEEL RIVETS, QUICK-LOCK _ 28"0 16 THRU 22 1°Xc24 GA 8" IN CHASES DUCT CONNECTIONS SHALL THRU 18 1 x18 GA - - - - JOINTS, WELDS OR NO. 10 BOLTS OR SHEET METAL SCREWS AT B' D.C. MAXIMUM. A COOL 19 THRU 30 1 x1B GA - - - - MINIMUM OF TWO CONNECTIONS PER SIDE, TOP AND BOTTOM, r , 120 VAC 24 THRU 28 1"x22 GA 8' BE SEALED OVER WITH VULKEM SEALANT. NOTE:THIS DETAIL APPLIES TO 31 THRU 38 - = 1.571 x 731 r RECT.DUCTS w/MAJOR 49 THRU 60, - 3 B 1z1zI ,e' E. A CONTINUOS BEAD OF DOW-CORNING 999A, DOW-CORNING 732, FIBERFAX, OR GE RTV ALL I DUCT TAPE IS PROHIBITED. ALL DIMENSION OVER W. SILICONE RUBBER SEALANT SHALL BE APPLIED BETWEEN THE DAMPER AND THE OVER 60 - 3 1ztx1 2x2x1 4' I o SLEEVE AND BETWEEN SECTIONS OF A MULTIPLE DAMPER ASSEMBLY. SEALANT IS IS/A BLOWER PUMP ONLY REQUIRED ON ONE SIDE OF THE DAMPER. 4 HORIZONTAL p DUCT p p �1 �A2I� /�1 DUCT (� /�I�R�1p p DUCT p III I�q� L-------- -- ----J z II/(I W®RIZONT/�L� DUCT SUPPORT II® Vv ERTICAL DUCT SUPPORT 7 RECTF�IItl�ULAR DUCT SL�yI�P®D-B U F. FIRE/LEAKAGE RATED DAMPERS AND QUALIFIED OPERATORS ARE QUALIFY TOGETHER BY E 'v u-tt @d UNDERWRITERS LABORATORIES AND ARE FACTORY INSTALLED TO QUALIFY FOR STANDAR DAMPER/OPERATOR WARRANTIES. FIELD INSTALLED QUALIFIED OPERATORS SHALL BE INSTALLED ACCORDING TO THE SPECIFIC OPEPATOR INSTALLATION a_'o NOTE : EACH EVAP COOLER MOUNTING PLATFORM INSTRUCTIONS FOR MOUNTING ARRANGEMENTS, DUCT VELOCITY, AND DAMPER SIZE. MAG. STARTER W/ 120 VAC COIL DAMPER OPERATOR/ACTUATOR MUST BE TESTED PRIOR TO SYSTEM START-UP TO FRAMING SHALL;XTEND BEYOND THE FOOTPRINT OF THE COIL PROVIDED & INSTALLED BY ENSURE PROPER OPERATION. BEFORE APPLYING POWER TO THE OPERATOR/ACTUATOR, s p MEMBER UNIT 3 ALL AROUND, MINIMUM. ELEC. CONTRACTOR, TYP. 'a 1" STANDING FLANGE LOCHI1��D THE POWER MUST BE VERIFIED. r STRAP THRU-BOLTED OR SCREWED ON PLATFORM TO MATCH S(A DUCT OPERATOR/ACTUATOR -OPERATOR/ACTUATOR AND ROOF-MOUNTED EVAP. COOLER, TO FRAMING. OPENING IN BOTTOM OF EVnnAP. COOLER, o LINKAGE ARRANGEMENT VARIES FLASHED INTO PLATFORM CONTINUOUS EC-1. d INTERIOR WALL W/DUCT DROP FROM EVAP COOLER. - - - - - OPTIONAL INDICATOR '��l Q ROUND DUCT 24 GA. GALV. SHEET SWITCH PACKAGE � �J AIR FLOW METAL CAP SHEET Z 6 HORIZONTAL ^1" X 18 GA. G.I. STRAPS BRACKETS REQ'D EVERY 12 FEET OR Ix RECTANGULAR LESS. IN ENCLOSED DUCT CHASES, ROOF-MOUNTED EXHAUST FAN. d C 0 DUCTING a� BUILT-UP EF-9 �+STRAP SPACING TO BE 8' MAX. SUPPORT EACH INDIVIDUAL SECTION OF DUCT WITH A BRACKET. ROOFINGJI W J t N0. 8 SHEET METAL SCREWS, p �-CANT 0 HU TYPICAL 1-1/2" X 16 GA. STRAP �E Z U ¢ IN CHASES DUCT CONNECTIONS SHALL BE 3/+' o� MECHANICALLY FASTENED TOGETHER (SCREWED) CDX PLYWOOD 2x PLATORM FRAMING, W z -12" MAX. SPACING AND JOINTS SEALED WITH VULKEM SEALANT. SEE ARCH./STRUCTURAL (n J 0 Z USE OF DUCT TAPE IS PROHIBITED. PLANS - - - - - - - - - A Q Uj Q J LW _3" MIN. BOLT TO WALL EDUCT VAP DROLEROWN FROM C E D B Y - NOTE: FOR FIRE/SMOKE DAMPER IN FLOOR. CALL-OUT ON PLANS IS SFD-3. X Y y o ALB SCREW MIN. CAULK TO FORM SEAL NOTE SEISMICALLY BRACE EVAP COOLER FIRE/SMOKE DAMPERS SHALL BE CALIFORNIA STATE FIRE MARSHALL Q Q X 4= B I I J X J g° -,I�-1" MIN. TO PLATFORM. PROVIDE (4)) 12 GA. STEEL APPROVED AND U.L. LISTED FOR INTENDED APPLICATION. VERIFY VOLTAGE ANGLES LAG BOLTED INTO ('LATOFORM FRA LNG REQUIREMENTS OF ACTUATOR WITH FACP PROVIDER PRIOR TO ORDERING. ROOF-MOUNTED EXHAUST FAN. NOTE: & THRU BOLTED INTO CO ER. US MIN. 1 4' � PROVIDE 12"x12" DUCT ACCESS PANEL IN CEILING/WALL TO PROVIDE Street No. ° THIS DETAIL TYPICAL FOR RECTANGULAR DUCTS STEEL THRU BOLTS & 3J8 X 1-1 2° LAG OLTS. EF-10 § WITH MAJOR DIMENSION LESS THAN 30"?. ALL CONNECTION POINTS SHALL B VERIFIED BY SERVICE TO DAMPER AND ACTUATOR. FIRE/SMOKE DAMPER SHALL BE a STRUCTURAL ENGINEER. POTTORFF MODEL FSD-171. M.1� l3 HORIZONTAL DUCT SUPPORT � VERTICAL R®ll�® OLDER SUPPORT S EVAP. COOLER PLATFORM 4� f�GRE/SD DIKE DAMPER AT FLOOR � PARTS STORAGE VENT. CONTROLS REFERENCE NOTES O1 FOR DETAILED PLUMBING IN THIS AREA SEE REFERENCED DETAIL AS NOTED. O2 2"CW RISER AT BUILDING 1. PROVIDE ON RISER A PRESSURE REGULATOR, SHUT-OFF VALVE AND HOSE BIBB PRIOR TO WALL PENETRATION. 3O 4" WASTE LATERAL TO SERVE BUILDING 1. PROVIDE WITH A CLEANOUT TO GRADE AS SHOWN. O4" WASTE LATERAL TO SERVE BUILDING 2. PROVIDE i WITH A CLEANOUT TO GRADE AS SHOWN. 3 D 2"CW RISER AT BUILDING 2. PROVIDE ON RISER A P7 1 I PRESSURE HOSE B BB PRIOR ATORWALL PENETRATION,, SHUT-OFF VALVE AND ______ ______ ■ ______ ______ ______ 6O LOCATION OF 3000 GALLON SAND AND OIL INTER- CEPTOR BELOW GRADE. SEE REFERENCED DETAIL I I I I NOTED. ROUTE A 4" S.O. WASTE FROM SERVICE I I I I AREA TO INTERCEPTOR. ■ I ■ ( — I —° —° —■ —I I 7O LOCATION OF APPROVED SAMPLE WELL AT DIS- ■ ( CHARGE END OF INTERCEPTOR. SEE REFERENCED DETAIL NOTED. I I I I sty\NEER I' I I I ■ I I i I I GENERAL NOTES U) 4" W I I I I I I W g A. CONTRACTOR TO VERIFY EXACT SIZE, SLOPE AND a 2" CW I I ( I LOCATION OF ALL EXISTING UTILITIES PRIOR TO i I I I I ■ I ■ ( ■ ( I SUBMITTING BID FOR CONSTRUCTION. i i ■ I ■ I I I I ( I I B. ALL SEWER AND VENT PIPING SHALL BE HUBLESS U) LOCATION OF FIRE CAST IRON PIPE WITH (4) BAND STAINLESS STEEL ¢ o A SPRINKLER RISER. SEE COUPLINGS BELOW GRADE, "HUSKY" TYPE AND (2) 5 ______ CIVIL FOR CONTINUATION BAND STAINLESS STEEL COUPLINGS ABOVE GRADE. 3" SO 3" SO HB CO r 4" SO 3" SO 3" SO 3" SO 3" SO 3" SO C. ALL WATER PIPING SHALL BE HARD DRAWN TYPE "L" w so— sow t SD so CO So COPPER PIPE. SOLDER FOR WATER PIPING SHALL N CO CO BE LEAD FREE. ( 3F a » . -a s 4 r —4" SO 4" SO D. ALL NEW HOT WATER PIPING SHALL BE INSULATED m 2 LP12 4 WITH 1" ARMAFLEX PIPE INSULATION BY ARMSTRONG. � t e `m .20 4" W TO 6 OI P8. DOMESTIC E. ALL NEW PLUMBING FIXTURES IN THIS PHASE SHALL cc a N>m WASTE 6 COMPLY WITH CITY ORDINANCE WATER CONSERVATION P8 POLICY. WATER CLOSETS SHALL BE 1.6 GALLON FLUSH; URINAL SHALL BE 1 GALLON FLUSH; ALL LAVATORY OR SINK FAUCET SHALL BE SUPPLIED WITH 2.5 GPM FLOW RESTRICTOR. E: F. ALL WATER CLOSETS FOR PUBLIC USE ARE TO BE 1 n ELONGATED BOWLS WITH OPEN FRONT TOILET SEAT. P7 I j G. WATER CLOSETS, URINALS, LAVATORIES SHALL COMPLY a rc 8 2 I TO HANDICAPPED REGULATIONS. TITLE-24 SECTION 0 P8 I I 5-1502, 5-1503, 5-1504 AND A.D.A. 1991. ^o 7 j z o c I n i2 � HB oo I " " I H. ALL GAS PIPING IN AND WITHIN 5' OF BUILDING SHALL < m o i BE THREADED SCHEDULE 40 BLACK IRON PIPE. Z z I ' I 1 2 J. ALL COLD WATER AND HOT WATER SHUT-OFF VALVES J < ; PZ SHALL BE 1/4-TURN BRONZE BODY BALL VALVES, dm o o ——— CONVENTIONAL PORT WITH CHROME PLATED BALL J K. ALL FIRE SPRINKLER EQUIPMENT SHOWN WITHIN THESE PLANS ARE FOR PLANNING PURPOSES ONLY. �� o FIRE SPRINKLER CONTRACTOR/DESIGNER SHALL SIZE >W 3 \ - I I 3" W LOCATION OF FIRE AND SPECIFY ALL EQUIPMENT. J> 3/4" CW I SPRINKLER RISER. SEE dO L T I — l CIVIL FOR CONTINUATION ti 1/2- HW o CO II II 4" W 4" W 4" W 1-1/2" CW 1-1/2" CW PLUMBNG LEGEND — -- I SYMBOL DESCRIPTION I — — _ � 0 C.O. CLEANOUT o I I W WASTE — I � — � — - i CW COLD WATER v E s - b SO SO SAND AND OIL WASTE D4 S.O.V. SHUT-OFF VALVE o� a� s KEY( PLAN W z � 6 ¢ 0 Pa o O e g W ' � �A w RB 0PL MMNIG PLAN, OVERALL B L® VO 20408-P1 Z IN rz) UQ I I Z Up L t' SCALE: 1/16"=1'-0" cr �vi14s I J 00 oa I W cl) W a w Lu X Q AIlIR� (L J X J U Q:®IYs4JII.'1Cm S ME CAl Sheet No. vF 1320 FLYNN ROAD SUITE/404 PHONE: (805)987-3419 P■1 r CAMARILLO,CALIFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES 1O FOR DETAILED PLUMBING IN THIS AREA SEE REF- ERENCED DETAIL AS NOTED. 2O FOR CONTINUATION OF UTILITY SERVICES, SEE REF- ERNECED SHEET NOTED. 3O 2"CW RISER UP TO SERVE SECOND FLOOR REST- ROOMS. SEE SHEET P-3 FOR CONTINUATION. O4 4"W RISER UP TO SERVE SECOND FLOOR REST- ROOMS. SEE SHEET P-3 FOR CONTINUATION. O2"CW SERVICE DOWN PLUMBING WALL TO SERVE FIRST FLOOR RESTROOM. OLOCATION OF WATER HEATER MOUNTED ON WALL SHELF. ROUTE A 3/4" CW AND A 3/4" HW SERVICE TO WATER HEATER. ROUTE A FULL SIZED TEMP. AND PRESSURE RELIEF DRAIN TO MOP SINK BASIN. OLOCATION OF FLOOR MOUNTED CORNER MOP SINK. PROVIDE TO SINK A 3" W, 1-1/2" VTR, 1/2" CW, 1/2" HW SERVICE. OLOCATION OF GAS METER AT BUILDING. ROUTE A 3"G SERVICE THRU WALL AND UP TO ROOF STRUCTURE. SEE SHEET P.3 FOR CONTINUATION. FOR WALL PENETRATION SEE REFERENCED DETAIL 1rrEEa r NOTED. c to O�ISMJ38�S1,' o 0 W AEMANGRTECH I- -z 15ATG I ( Qt � ARTS t32 133 1 I ( V SERVICE I 1 O ARITER5 3t I P.1 2 —— I a c F4I PARTS I a Fl-281 YIOMEN STORAGE I I �m I t36 Z FARTS 15i I I m J MANAGER I e 38 I 3a I L Z CASHIER c oO0 all 3s I N !; --..__.._._........... N. ...................................... ....... ............................................. 4 0 0 o 3" DRAIN TO SPILL F41 2"CW $_ AT CURBFACE 127 I 5I P8 AAgy INTERNET o F-lTl o I Q 4 0 0=o tzs 3a I MEN - I GAS it e a a>� 3' I METER I IJ I o WH 6 P8 NIGHT 3" G GENERAL , RETAIL I 1 PARTS HOLESLA: � ' MANAGER I PARTS I OUP PO 4 7 tso t 28 INVENTO I I t az 143 ELECTRICAL COSLI —I CUSTOMER I , t ao WAITING r149 j 141 I JANIT094 z v � e r I SALES SALES 2 o c IoIGE a �E Al 1 3/4-CW GENERAL J 0 g o 0 3 0 P SALES ...SALES 3"W MANAGER ' o vi o a ES :x SALES 5ALE5 °CNEW�E �E ;E i._46 m0 z ST I IOFFIGE DEFILE 1Ds ;.10 Z� r, s I I (NEY`v fNENU \ - OFFICEJd aN--- - __. .. ..._ (USED) \ — — — —�- — — I — — --SAt'E5 — — — — T�GE 1/2„ HW ST _ lL 2 I SALES SALES ,--1NEK 107 � 1 P7 P.1 2"W — I SALES 'OFFICE 1=0 �� SALES I 4"W 3/4"CW !; 2 P.1 I I ,{ s� 1I - 4��W I. m 9 OFFIG I L_ W N NSED I x'b '.L ,.'i8 I l I P.1 2 I Z i 23 I 1 I CEPTI N TOI LET a 0 I tat I I � ,49 I SALES MANAGER I I I '"�W WATER FIX. LIMIT CAM N 2z I I I PARADISE GROUP LAKE ELSINORE, CA. I ( I 5ALE-5 SALES SALES OFFICE OFFICE DEFILE 13,UILD11�1(i - 1 S L - - 5HOARooN I i I SHbwRoaM (FLEET) (FLEET) tFLEEr1 qTY DESCRIPTION FU/ TOTAL s g (1-n I I I I [_72, O �' I PUBLIC FIXTURES) FIXTURE 103 �04 :A5 g I I Loear I I 8 WATER CLOSET VALVE TYPE 5.0 40.0 _.... _... _..__. ..... ..... ....... FRO ITI I I 1 URINAL 5.0 5.0 I I I 7 LAVATORY 1.0 7.0 s — I 1 DRINKING FOUNTAIN 0.5 0.5 ......... w-........— ._.. ......- - 2 SINK 1.5 3.0 1 MOP SINK 3.0 3.0 TOTAL FIXTURE UNITS: 58.5 TOTAL G.P.M. DEMAND: 55.0 a WATER SERVICE TO BLDG.: 2" s= WATER PI E E PIPING SIZED IN ACCORDANCE WITH APPENDIX gu - - - - - - - - - - - - - - - - - — - - — — — — — — — — — — — - - - - - - - - - - - - - t 'A' OF THE 2001CAUFORNIAPLUMBINGCODE I2: KEY PLAN as ......- - - ...... .................. ........ _ - - - � i WZ o _ � jr p0 r EU. CC Q ' BULDIN&7 BULDINS 2 �� !,� ^ AA PART 8 PART A O W 0 Z III L uj�€ 0 BULVIN6 I J F- Z I I 0 LV a J L - --J Q W W xw v Q Q X Q N s a —1 X JAAAPLUMBING PLAN- BUILDING ®N22 FIRST FLOOR 20408-P2 o g N® e� �NS���+ G Sheet No. SCALE: 1/8"=1'-O" R�Amcl&f. IEtYQ><IIFTIEIE2s e 1320 FLYNN ROAD SUITE#404 PHONE: 805 987-3419 P.2 CAMARILLO,CALIFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES Oi FOR DETAILED PLUMBING IN THIS AREA SEE REF- ERENCED DETAIL AS NOTED. O2 2"CW RISER UP PLUMBING WALL TO SERVE SECOND FLOOR RESTROOMS. PROVIDE WITH 2" SHUT-OFF VALVE LOCATED BEHIND ACCESS PANEL IN PLUMB- ING WALL AS SHOWN. O3 4"W DOWN COMMON WALL TO BELOW GRADE. SEE SHEET P2 FOR CONTINUATION. O4 3" DRAIN RISER ROUTED DOWN COMMON WALL AS SHOWN. SEE SHEET P2 FOR CONTINUATION. O5 SEE REFERENCED DETAIL NOTED FOR ALL ROOF PENETRATIONS. O6 LOCATION OF 1/2"CW AND 1" DRAIN RISERS UP TO UNDER ROOF STRUCTURE AS SHOWN AND ROUTED OVER TO SERVE ROOF MOUNTED EVAP- ORATIVE COOLER. ROUTE 1" DRAIN TO SPILL AT MOP SINK BASIN IN JANITOR'S CLOSET. �aGtNEE s — o 0 o�d31s 038 t S1r L——— ——— ( --- ❑ 1" GAS SERVICE RISERS TO EVAP. COOLER Lu TO BUILDING. 5UF'PLI ON ROOF ~ 208 Q I_�OoM -,211 5TORA6E ; U z12 �� 1/2`CWN 4!J BUSINESS OFFICE 2 MBUSINESSS 207 I N o 2D5 P7 a 3/4" G, AC-7 if ZZZANlN� I 1" DRAIN _ 72,600 BTUH — — ———— a,a 1/2"CW Z ¢o c a 1-1/4" G N s g " TOE K I 2-1 2 G LJ I G El is m =off 144,000 BTUH 701LPT zo9 2to 3" DEC 2 G z0e 783,000 BTUH ❑ 855,000 BTUH 1,130,000 BTUH m DRAIN O N 396,000 BTUH I', o77, G m m=o e 4 1-1 2" G� I CC e 4 aim DEGK / 3AR 2 4 216,000 BTUH I �4A 761,000 BTUH �qyL j 6 1 s 3" DECK OF IGE 202 T 7RAININ6 TYPICAL ALL ,2Da ROOM , PB HORIZONTAL PIPING DRAIN ( /I 222El 71 1" G, AC-5 ow�E 3/4"Tie 72,000 BTUH (204 72,000 BTUH ❑ ❑ pp'�+pp ryry'�aa/�pp p'�11pp pp q� ��ppc I I i PARADISE GROUP LAKE ELSINORE, CALIF. 0 np\q z N I II 171/4" AC-4 1-1/4" G, A MARK B.T.U.H. DIST. FROM GAS PIPE -�0 6 O N N 180,000 TUH 275,000 BTUH CONFERENCE DEMAND GAS METER BRANCH SIZE jJ 02 AC-1 72,000 138 FT. 3 4" G m z° 3/4" G, AC 72000 BTUH 275,000 BTUH AC-2 275,000 100 FT. 1-1 4" G ZZ z° 1-1/4" G, AC-21 40,000 BTUH / - - AC 3 275,000 194 FT. 1 1 4" G Jo o t o AC-4 180,000 198 FT. 1-1/4- G d(� E7 AC-5 72,000 208 FT. 1" G W I 5 P8 TYPICAL ALL I AC-6 72,000 164 FT. 3 4" G PENETRATIONS. AC-7 72,000 200 FT. 3 4" Gmul " I I AC-8 40,000 175 FT. 3 4" G �Z I AC-9 72,000 385 FT. 1" G a0 1 j TOTAL GAS DEMAND IN CFH =1,130,000 BTUH 1,076 CFH a I FURTHEST GAS FIRED APPLIANCE FROM N v I GAS METER = AC-9 ®385 FT. GAS SERVICE FROM METER TO BUILDING = 3" G GiEARSTORY I NOTE: o 002 I -ALL GAS PIPING SIZED IN ACCORDANCE WITH E x --------------i a i CHAPTER 12 OF THE 2001 CALIFORNIA PLUMBING CODE ---------------------- g I s � J a v a 00 a \ € I .. ...... ... _ -. ....... .. ........ ......... cr Ir a o O j1^ � j t E a B A BPAW B2 i PART A� O LL W U �� V Z UL cr Lu euLDIN16 I U) J Q z W � J Q W aw X w :s Q Q x �Il� a. J X SECOND FLOOR PLAN- BUL® G ONE 20408-P3 J "$ INCOMBUILTHN 1,7vz SCALE: 1/8 � sheet Na. P v 1320 FLYNN ROAD SUITE J404 PHONE: (805)987-3419 1 .3 CAMARILLO,CALIFORNIA 93012 FAX: (805)987-3561 g REFERENCE NOTES 5 4" LEADER 5 4" LEADER Ot ROOF AND OVERFLOW DRAIN. ROUTE ROOF DRAIN 6" HORIZONTAL 4" HORIZONTAL Ins ALI�O SECURELY ROOF TO SPILL AT CURBFACE AND OVERFLOW DRAIN TO s 3,360 SO. FT. 1,810 SQ. FT. CONTROL UNIT FROM STAr — LOCATED IN WORK AREA - SPILL 12" ABOVE GRADE AT EXTERIOR WALL. SEE BUILDING PLUMBING PLAN FOR CONTINUATION. SIZE ----------------- - - --______ ______ -----------_-_-_-_-_- PIPING AS SHOWN. ---------------- -- a -- ----------- - AND OVERFLOW DRAIN. ROUTE ROOF WATER SUPPLY: INSTALL W/ O T00 PILL AT V N RBFACE AND OVERFLOW DRA AITO SOV Nk 8'CAPPED DIRT LEG INSTALL W/TRAP TRAP s"' o raSER. PROVIDE WEATHER- SPILL THU ROOF SOFFIT. FOR CONTINUATION SEE WEATHERPROOF ROOF JACK PROOF ROOF JACK O ROOF BUILDING PLUMBING PLAN. SIZE PIPING AS SHOWN. O ROOF PENETRATION. PENETRATION. CONNECT TO INSTALL W/MANUF. FLOAT VALVE SUPPLIED W/ SUPPLIED 2-WAY SOLENOID E'AP.COOLER. O ROUTE CONDENSATE DRAIN THRU ROOF. SEE VALVE AS PER NANUF. REC O M MENDATION PROVIDE REFERENCED DETAIL NOTED. APPROVED AIR GAP k TRAP WHERE DRAN CONNECTS TO O ROUTE GAS PIPING SERVICE THRU ROOF TO SERVE BIEDG DRAIN.. PROVIDE ACCESS A/C UNIT. SEE REFERENCED DETAIL NOTED. ACCESS PANEL O CONNECTION Q OS ROOF AND OVERFLOW DRAIN. ROUTE ROOF DRAIN VI TO SPILL AT GRADE ONTO SPLASH BLOCK AND OVERFLOW DRAIN TO SPILL 12" ABOVE GRADE AT EXTERIOR WALL. SEE BUILDING PLUMBING PLAN 1•DRAIN WTH 3'DEEP P-TRAP FOR CONTINUATION. ROUTED TO SPILL AT MOP SINK IN JANITORS CLOSET AT FlRST O FLOOR. LOCATION OF ROOF MOUNTED EVAPORATIVE COOLER. SEE H.V.A.C. PLANS FOR SPEC. AND EXACT LOCATION. PROVIDE TO EVAP. COOLER A 1" DRAIN - RPM �p�± f�p� I� COOLER I�I� ROUTED TO APPROVED TAILPIECE CONNECTION If�If�UvV�71 to LS V�Ir" »®®LL�ESIfO UPDWATER.W SERVICE WITH BALL VALVE FOR MAKE TWER*� 5 4" LEADER 6" HORIZONTAL 2,285 SQ. FT. 0 o Tn CD o 1/2"CW WITH BALL 1" DRAIN (2) PLACES, W VALVE VALVE a 4" LEADER 5 y 6" HORIZONTAL HI o g 2,010 SQ. FT. VL-JI cn 0 CD Z ICI pII� LL JIJV W OFA 0 G m = • .m 4" LEADER a * c a oc -It a 6" HORIZONTAL CD 3,240 SQ. FT. 2� CD JIJL' 3" LEADER 2 G CD G 4" HORIZONTAL )Fl 4" LEADER 1,390 SQ. FT. o ��� 11 6" HORIZONTAL m 0 o v�� TYPICAL P8 3 0 2,490 SQ. FT. o G r o 2 3" LEADER w CD 4" HORIZONTAL LL m kv 1,550 SQ. FT. O G �� /I I� O QOUiON \ITN "�E CD LII�I I E 1 k/ G G 12 TYPICALZ z CD P8 Q Z d CD JW Q „ a� N 00 Oo ao x a _t a c!) Z 2 2" LEADER 2 2" LEADER Cp Ts 3" HORIZONTAL 3" HORIZONTAL �� 290 SQ. FT. 390 SQ. FT. J' am I a; >1 o� og $ 4" LEADER 2 6" HORIZONTAL 2,410 SQ. FT. o a 2 4" LEADER 6" HORIZONTAL 3 o o 2,430 SQ. FT. Y� r� E a o 0 2 3" LEADERKEY PLAN o _...... __ _.— -- - --............. ._ ----.. ..... ..--- - --...........-- - - 4" HORIZONTAL w Z 1,030 SQ. FT. cr p Q l ML.DIN&2 BULDINS 2 W J �) F E •z} •,r PART B PART A O fY F U /// 0 LL I I Z Z cr uJ In O BUL.DI I J Q Z O W J �p w d ® PL�N41ME NG PLAN �WJI�®�LV>,7J ®EVES � �®®U 20408-P4 � Y x w N SCALE: 1/8"=1'-0" fYII�1EIB (L J X J va a s Fi41XICHAM(CAL sheet No. E 1320 FLYNN ROAD SUITE/404 PHONE: (805)987-3419 PA CAMARILO,CALIFORNIA 93012 FAX: (805)987-3561 REFERENCE MOTES h 1O CONTRACTOR TO INSTALL A PRE-SLOPED TRENCH DRAIN SYSTEM AS SPECIFIED. PROVIDE TRENCH DRAIN WITH TRAFFIC RATED FRAME AND GRATE. SEE PLUMBING FIXTURE SCHEDULE FOR SPECIFICATION. 2O LOCATION OF TRAPEZE PIPE SUPPORT FOR AUTO- MOTIVE LUBE PIPING. SEE PACIFIC LIFT PLANS FOR EXACT LOCATION. INSTALL WATER PIPING ON TRAPEZE SUPPORT TO SERVE HOSE REELS. 3O FOR BRANCH PIPING DETAIL, SEE REFERENCED DETAIL NOTED. a rr- Q f g sL-------------J L-------------J L --------J I I of o I o I I o co I �' 00I °0 I � CAP END TYPICAL 1N R t YPICAL PS 3 g o o o I ( Cl o ( a a E 1 2" CW I I TYPICAL m.. " m ( I °D 3/4' CW 1/2" CW `�- 1-1 2" CW 1" CW o ( ( z 1" CW z I 1" CW I z_ 1/2" CW z I s� 0co �_ - - - - - - - - - - - - N04 C.O. o - - - - CDT C.O. o c.o. o I W r W I 3/4" CW 00 I 3/4" CW 3/4" CW I a 3" SDR-p5 0 I —3" SDR-b5 I `3" SDR-35 I U c I m I PLASTIC PIPE m I 00 I PLASTIC rIPE I I PLASTIC IPIP I O g I I I I I I I I I I a co CD ng m I I 00 I I m I LO I I I I zcc m I m I I m I I m -�•ERVIGE I an I �ERVIGE I cn ( SERVIl�E I co v o BAY_(3) o I I 5AY(2) o I I aAY(I) o I rb o b `r Y °0 I �a3 I m 00 I ,02 co I tat I 00 E LL s z —4" SDR-S5 ( —4" SDR-1i5 I 4" SDR-65 a b b'o o PLASTIC PIPE m I 00 I PLASTIC rIPE m I PLASTIC IPIP s d Na'� I I I I 00 o I o I I co I l o r I o I ( o I 00 C3 I I o II I C=' 12"x12� AREA DRAIN ( 12"021* AREA DRAIN I 12"x " AREA DRAIN W/CAT IRON TRAFFIC I I CDW/CAT IRON TRAFFIC I o I W/C T IRON TRAFFIC I a RATED GRATE. TYPICAL m 2 TYPICAL RATED GRATE. TYPICA RA GRATE. TYPICAL 00o I 2 TYPICAL CD Z o 4 PLA ES 4 PLACES I I 4 P CE� SDR- 4" SDR- " 4 SDR-I o^c0vi oz3$ASTIC dPLASTIC PPE PLASTIC PPE PL CW 3/4 oa I I Z Z z° 11 z I I I I 3" S -35 PLASTIC 0o 3" SD 35 PLASTIC m I °' 3" SD 35 PLASTIC n I PIPE RA CH TO I » S o u 0 d f� N PIPE RANCH TO I PIPE BRANCH TO I ARE DRAIN. TYPICAL ( I Jm 3/4" CW AREA pRAIN. TYPICAL 3/4" CW AREA pRAIN. TYPICAL I CE� I 3/4" CW I a W u m 4 PLACES 00 u co �4 PLACES E u � u 4 U I I I I I P> cr CAP END w m co I TYPICAL d rn P13 I I P13 P1 I ( P13 I I P13 r------- ----- I TD TD r------- ----- TD r------- -----Ii TD v — — s 3" SO; FOR CONTINUATION 3" SO; FOR CONTINUATION 3" SO; FOR CONTINUATION 3" SO; FOR CONTINUATION 3" SO; FOR CONTINUATION SEE SHEET P.i ( SEE SHEET P.1 SEE SHEET P.1 SEE SHEET P.1 SEE SHEET P.1 4" SDR-35 PLASTIC 4" SDR-35 PLASTIC 4" SDR-35 PLASTIC 0-9 I PIPE TO SERVE PIPE TO SERVE PIPE TO SERVE AREA DRAINS AREA DRAINS AREA DRAINS $j Y � o < y 3/4" S.O.V. KEY PLAN W PARTQAp PL MINIG PLAN- SERVICE BUL®NG Z 20408-P5 SERVICE WATER CC O r` BRANCH. LL Q a SCALE: 1/B"=1'-0" � � � J eu A 82 ir16 2 cr H U ti G i R O Z I I V V W� 6A \\�SERVICE ARN CE WATER D euLDlFlb I VJ J O Z G� w a W X W Q Q X a g 2YII�lE2'�]& [L J X J CO S pLMS Sheet No. lV9.Lull M(CAL bg xg 1320 FLYNNROAD SUIT PHONE: (805)987-3 ���1W �TERBRAN HZOMETRIIC CAMARILLLO,CAlFORNIA 93012 FAX: (805)987-3561 REFERENCE NOTES Ot FOR DETAILED PLUMBING IN THIS AREA SEE REFERENCED DETAIL ON NOTED. GS W�J W N JN 0. - V FYI F a -------------JI ------------- OIL I I 5TO.4&E GOMPRE550R toe DETAIL 12" 12 AREA DRAIN AARRANTY 12"x12" AREA DRAIN S EORGAE 708 7 }c �aeea*r 5UPPLIE5 I 5TORA&E 16 CAST IRON TRAFFIC a W/CAST IRON TRAFFIC RA DIGRATE—� I RATED GRATE sts3a I I I ® z I w Z I I o m I MEN Q co 3" SDR- 5 PLASTIC 3" SDR-35 P(ASTIC I LOCKERS 07 I I U O o PIPE � PIPE � oo toa U) co J -12"x121 AREA DRAIN I 12"x12" AREA DRAIN I a 0 W/CAS IRON TRAFFIC C.O. W/CAST IRON TRAFFIC x Do RATED GRATE-� ( PIR P8 RATED GRATE Z cc fm 1-1/2"VTR Lu 2 0 ( o ------ 3" SDR-35 PLASTIC (I s —4" SDR- 5 PLASTIC 4" SDR-35 P AST1C I 3" SD35 PLASTIC I ,t PIPE B ANCH TO PIPE I PIPE BRANCH TO PIPE CD AREA DRAIN AREA DRAIN g MEDIUM DUTY o DETAIL BAYS I I HASH RACK STALLS F„a a i,1z a a Ln 12"x12 AREA DRAIN 12"x12" AREA DRAIN o co W/CAST IRON TRAFFIC W/CAST IRON TRAFFIC aO 2"CW I RATED IGRATE RATED GRATE Lo I 4"W 3" SD co � 3" SDR(-35 PLASTIC ( I TYPICAL UNLESS 1 PIPE BRANCH TO o OTHEREISE NOTED P8 I AREA [RAIN I 3" SDR-35 PLASTIC ( ro v 2 P13 PIPE BRANCH TO E TDI AREA DRAIN I o L3" SO 4" SDR-6 PLASTIC 4" SDR-35 PLASTIC a0 I J M s g z o p o 3 0 PIPE P15 5 PIPE I a g o w n C) j 12"x12'i AREA DRAIN I IR Pa 12"x12" AREA DRAIN °o° z z W/CAST IRON TRAFFIC W/CAST IRON TRAFFIC I TECH m p z v- RATED(GRATE ( ------- RATED GRATE LUNCH ROOM I J$ di ; —� � Ioo ,04 J J o o u u 1-1/2-VTR d m I I I �w o V 3" SDf�-35 PLASTIC I 3" SDR-35 PLASTIC ( °O u a j PIPE BRANCH TO 3" SO PIPE BRANCH TO �5 m I AREA RAIN I AREA DRAIN ( o I a91 i I I co aO P13 2 C.O. WATER FIX. UNIT CALIC. PARADISE GROUP LAKE ELSINORE, CA. BUILDING - 2 TOTALS E a —4" SDR-35 PLASTIC 3" SO; FOR CONTINUATION 4" SDR-35 PLASTIC 3" SO; FOR CONTINUATION 2"CW I 4" DOMESTIC QTy DESCRIPTION FU/ TOTAL o_g PIPE TO SERVE SEE SHEET P.1 PIPE TO SERVE SEE SHEET P.1 I WASTE PUBLIC FIXTURES) FIXTURE g AREA DRAINS AREA DRAINS 111 3 WATER CLOSET VALVE TYPE -- -- 1 URINAL -- -- A 3 VATORY COUNTER MOUNTED -- -- 1 DRINKING FOUNTAIN -- -- g 2 SINK 1 MOP SINK TOTAL FIXTURE UNITS: -- as TOTAL G.P.M. DEMAND. -- g WATER SERVICE TO BLDG.: -- Q w WATER PIPING SIZED IN ACCORDANCE WITH APPENDIX f 'A' OF,THE 2001 CALIFORNIA PLUMBING CODE KEY PLAN a > z cc cro g a pu- UJ Er BPART B BPT ARLDIT A2 O f1r w cc H U Z -{ BULDIN6 cf) J 5 USW Q W ¢ w Q X v p -J X J A AMPARTIAL PLUMBING PLAN- SERVICE BUILDING 20408-P6 o g N® r77777777777 .Q'®lgsu]Ld' G Sheet No. s SCALE: 1/8"=1'-0" 1320 CAMAFLYNN L ON IlE 2 CAUFORNIA9301 PHONE:FAX. (805)987-34 P"V �r19 REFERENCE NOTES g O1 LOCATION OF FLOOR DRAIN. PROVIDE EACH FLOOR DRAIN WITH A TRAP PRIMER. LOCATE TRAP PRIMER IN PLUMBING WALL BEHIND A LOCKABLE ACCESS PANEL. ROUTE TO EACH FLOOR DRAIN A 2" W, 1-1/2' V, AND A 1/2" CW TO TRAP PRIMER. OELECTRIC TANK TYPE WATER HEATER LOCATED ABOVE RESTROOM CEILING. ROUTE A 3/4" CW TO HEATER AND A 3/4" HW FROM HEATER TO FIXTURES AS SHOWN. O3 POINT-OF-USE WATER HEATER LOCATED UNDER 2"CW RISER UP TO 3/8-CW VALVED STUB ---- LAVATORY. THIS HEATER IS TO SERVE ONLY THIS CEILING SPACE OUT FOR REFRIGERATOR LAVATORY. 2 VTR 3/4 HW 4 3/4" CW �4 FULL SIZED TEMP. AND PRESSURE RELIEF DRAIN TO 4"W DOWN COMMON 2" W SPILL 6" ABOVE EXTERIOR GRADE WITH AN ELBOW TURNED DOWNWARD. WALL 1-1/2" VTR _ --� P5 --- 4- Xi - 1/2„ CW LAV - - - Ps 3 3 I d WH P8 LLAPi 1V PWC W1 = P7 1 P8 5 P1O 4" W I. iMC lel I FD �u WEER#Y FF 1 P7 �, 1-1/2" CW ID P4 9 - LAV 1" CW 2" VTR h I 2" W C� o fir � P11 BS - 2" VTR - w 3/8%W VALVED STUB Q OUT FOR REFRIGERATO I - MRST FLOOR RESTROOM REAM o O y BUeo� SCALE: 1/4"=1'-0"I ®�NG o I� L� �V�7J a o E I J o2f v m om Z ¢� W cn U m U U) = G tll C m •-rn m a R � Nam 9PrFDSECOND FLOOR RESTROOM REAM 2" CWli 3/4" CW Imp p�p ®�f�p� � SCALE: 1/4"=1'-O' P1 P2 P2 it P4 29111-- I�ILJ IL uV u WW LAV PLACE 1 IJ2" CW 4" WASTE E 2" CW J C.O. C. --� RISER ° I a - I 13/4" HW 2" VTR 0 RISER TO o ci Z a0 I 12ND FLOOR g m d 3 0 O N O N 2 V P1 V 2 P3 P4 2 II WC UR LAV PLACE I I a Y 4" W P7 p 4 FD dN � o 1 C �'ODUU 20 WH p8F o d Lu 0 0 s LAV — --1 V l� 2' W - E R I I 1/2" HW a 3/4" CW ---a vs I I 7 € _J �, P1 1 "AC-0 3 -----------� UR P2 1" CW S.O.V. a � C. 66- 2" CW -- - 2" VTR o I ( as P7 �_ DF -- W _ FED -- ------ ] Z cc Q� I 1-1/2'r a p LL 4"W 1/2rrCW W Q 2" CW 4" W Li i 0Er Z V -------- 2r,W I M Z W ' ULj w !/J O Q W J Q W Qw Y w z a Q X Q • R o � A�3�IIA'lrlF� 8 MRST FLOOR RESTROOM PLAN � MRSTf FLOOR RESTROOM PLAN 20408,P7 s� ME C� sheet No. Z� I���p ®�nppa fan SCALE: 1/4"=1'-O" rip p�p ®�(�pp± � SCALE: 1/4=1-0 I� L� �VI G L�L11 L� 0VL7J r 1320 FLYNN ROAD SUITE 1404 PHONE (BOS)987-J419 P.7 CAMARILLO,CAUFORNIA 93012 FAX: BOS 987-3561 CONDENSATE VENT PLUMBING SCHEDULE for FIXTURES at PARADISE GROUP PROJECT MANUFACTURER AND PIPING CONNECTIONS TO FIXTURES COPPER ELBOW FITTING MARK TYPE MODEL NUMBER CW I HW WASTE VENT GAS REMARKS TYPICAL LAVATORY OR SINK p1 WATER CLOSET AM. STD. MOD. 3043.102 S PPLY W LONGATED, ROOF MOUNTED AIR CON- PLUMBING FIXTURE WC (FUR. MOUNTED W SLOAN VALVE 1" -- 4" 2" -- _ N / VE�#111 OPEN FACE DITIONING UNIT WITH GAS CONDENSATE P-TRAP � WATER CLOSET AM. STD. MOD. #2234.015 SUPPLY W/ELON ATED, FIRED HEATING. SEE H.V.A.C. LEI (FUR. MOUNTED) W/SLOAN VALVE #111 1" -- 4" 2" -- OPEN FACE AT PLANS FOR SPECIFICATION I CONDENSATE DRAIN P3 URINAL AM. STD. MOD. #6541.132 3 4" -- 3" 1-1 2" _ SUPPLY W/J.R. SMITH THREADED BLACK IRON FROM H.V.A.C. EQUIPMENT ® (SIPHON JET) W/SLOAN VALVE#186-1 / / - WALL CARRIER 29 ROOF MOUNTED P4 LAVATORY AM. STD. MOD. p419.444 W/ SUPPLY FAUCET WITH 5 2 UNION LAV (COUNTER TYPE AM. STD. FAUCET 2385.003 1/2" 1/2" 1-1/2" 1-1/2" -- G.P.M. FLOW RESTRICTOR 2" H.V.A.C. EQUIPMENT u I MIN. 3/4" FLEXIBLE HOSE TO I P5 LAVATORY AM. STD. MOD. #0355.012 W _ WALL HANGER PROVIDED APPROVED GAS SHUT-OFF LAV (WALL MOUNTED) AM. STD. FAUCET #2385.00� 1/2" 1/2" 1-i/2" 1-1/2" APPROVED TAILPIECE - FOR INSTALLATION " 3" DEEP CONNECTION ^y P6 2-STATION WILLOUGHBY MOD.#WAW-2322 1/2" 1/2" (2) 2" 1-1/2" -- PIPE SUPPORT ON ROOF __ _ ��I ®V LAVATORY W/LIQUID SOAP DISPENSER -- -- TRAP TAILPIECE I P FLOOR J.R. SMITH MOD.#2005-A SUPPLY TRAP PRIMER F DRAIN W/TRAP, PRIMER #2699 1/2" -- 2" 1-1/2 -- WITH ACCESS PANEL P-TRAP P8 WA�ER HEATER RHEEM MOD. GSP15 3 4" 3%4" -- -- __ ELECT. DATA: 240V 1PH. ROOF ROOF I I e ELECTRIC 15 GAL. CAP / 6000 WATTS 1 ELEMENT PROVIDE PROTECTIVE COVERS OVER THE WASTE PSI WATER HEATER EEMAX MOD. #SP-3012 ELECT. DATA: 120V, 3KW, } TRAP AND HOT WATER SUPPLY PER A.D.A. RE- B POINT OF USE UNDER FIXTURE TYPE 1/2" 1/2" -- -- -- 25 AMPS GAS SERVICE THRU ROOF. SEE ROOF QUIREMENTS P10 KITCHEN SINK ELKAY MOD. LR291810 W/ 1/2+ 1/2" 2" 1-t/2" PROVIDE FAUCET W/GPM GAS PIPE SIZING CALCULATION ROOF STRUCTURE SEE DOUBLE BOWL ELKAY FAUC #LK41OO -- FLOW RESTRICTOR FOR SIZE AND DETAIL #8 ON JACK I I ARCHITECTURAL PLANS Pit BAR ELKAY MOD. #BLR150C W//EI KAY VERIFY FIXTURE SPEC. W SHT. P8 FOR CONSTRUCTION I BS SINK GOOSENECK FAUCET#LK1223 1/2° 1/2" 2" 1-1/2 -- OWNER PRIOR TO BID / CONDENSATE DRAIN TO *F NOTE *f P12 SAND/OIL JENSEN MOD.#JZ3000EE-SO __ __ __ __ PROVIDE W/TRAFFIC RATED AN APPROVED TAILPIECE INTERCEPTOR 3000 GALLON CAPACITY 4" MANHOLES & COVERS - Lj CONNECTION SHALL BE IN COMPLIANCE WITH 2O01 C.P.C. SECTION 807.2 �'a eP13 TRENCH DRAIN JAY R. SMITH FIG.#9812 E PROVIDE W/7RAFFIC RATED SYS74 PRE-SLOPED CHA#NNEL -- -- PLAN -- -- FRAME AN6 GRATE 12 GAS ma®�VNECTM 5�O ABC UMT l CONDENSATE ®RAK R®®If l( CONDENSATE ®RMN TO TA L�u'ILSCLS A11S MOP SINK(CORNER FLOOR) W/AMSTDEFAUCET�#8344112 1/2" 1/2" 3" 1-1/2" -- SUP BACKING BEHIN W�L MOUNTED FAUCET Pt5 INDUSTRIAL JENSEN MOD.#1616-HDI WITHSEE DETAIL FOR PIPING LL 4 R RECEPTOR TRAFFIC RATED GRATE -- -- 3" 1-1/2", E IN COPPER IMMEDIATELY PIPE.BREAK WALL P16 WATER CLOSET AM. STD. MOD. #2092.017 W VERIFY FIXTURE SPEC. W INSULATION IMMEDIATELY ABOVE B LOW TANK TYPE ELONGATED SEAT & COVER / 1/2" -- 4" 2" -- OWNER PRIOR TO BID / 2fSIO3W* H FLASHING ASSEMBLY. #0 C PRESSURE/TEMPERATURE LAV COUNT�RLAVATORYMOUNTR AM. SID TD. FAUCET #7 8��73� 1/2" 1/2" 1-1/2" 1-1/2" - VERIFY FIXTURE SPEC. W/ PIPING. TERMINATE 6" ABOVE - OWNER PRIOR TO BID Tn COMPRESSION TYPE COUNTER EXTERIOR CONCRETE WALL $tRVICE SINK BASIN, UNDER P18 DRINKING SUNROC MOD.#SF-2480 WALL HANGER PROVIDED w FLASHING ASSEMBLY FURNISHED WALL SHELF DF FOUNTAIN -- 1/2 -- 2" 1-1/2" -- FOR INSTALLATION ~ AS PART OF 900 SERIES ASSEMBLY. PVC PIPE JACKET a 9 #= VERIFY FIXTURE SPECIFICATION WITH OWNER PRIOR V CHROME PLATED PIPE FLANGE COLD WATER SUPPLY CONSTRUCTION 0 TYPICAL _ cn ANNULAR SPACE BETWEEN LEAD ATTACH TO WALL W/AN ¢ c FLASHING&COMPRESSION FLASHING APPROVED SEISMIC STRAP Dm s TO BE FIELD SEALED USING GE TYPE HOT WATER SUPPLY s SILICON PIPE SEALANT AROUND a'c II SIUCONE RUBBER CAULK OR WALL PENETRA11ON WATER HEATER Z w +`o EQUAL BY OTHERS Q GALVANIZED STEEL REINFORCING Q PIPEF N q ==~ _� cn BOOT FURNISHED AS PART OF 900 SERIES FLASHING. cn SEAMLESS 4LB.LEAD FLASHING a m g q o FURNISHED AS PART OF 900 SERIES FLASHING. WALL SHELF BY WATER HEATER MFG. ATTACH TO WALL AS PER MFG'S. s RECOMMENDATIONS NOTE: THIS DETAIL IS BASED ON ELMDOR/STONEMAN 900 SERIES — 6"SKIRT STD. �- Lgj PIPE THRU ROOF PIRG THRU WALL a WATER HEATER ABOVE RESTROOM TRAFFIC RATED STEEL COVER o WITH A MIN. 1"dia. LIFT HOLE WALL MOUNTED LAVATORY SEE PLUMBING SCHEDULE fA M 0 3 g L Q O V l O N 24" _ 24" CAST IRON FRAME & COVER a WITH GASKET (GASTIGHT) STANDARD HOT AND COLD WATER W o PIPES IN WALL CLEANOUT, TRAP AND AS REQUIRED U PLAN VIEW VENT AS REQUIRED BY VARIABLE HOT WATER SUPPLY TO PRESSURE /TEMPERATURE PIPING. AT EXTRA COST N PLUMBING ORDINANCE 5" ( l LAVATORY FAUCET ROUTE TO EXTERIOR WALL AND J SIZE: 3/8" TERMINATE WITH DOWN-TURNEDQ + ® ELBOW 6" ABOVE FINISH GRADE. F- i� 2432-03 RISER-3" COLD WATER SUPPLY TO ® LLI i 4" 4" 2432-06 RISER-6' WATER HEATER CABINET AND COUNTER o ~' INLET +� I -n 24" I— SIZE: 3/8" a«j OUTLET 4 Y• a•,, •:y•:.:r•: ;�'.;=;:"•;+.:i.-:r::::':;:... INVERT POINT-OF-USE WATER 12"' INLET INVERT HEATER. WALL MOUNTED HOT WATER SERVICE TO KITCHEN SINK STATIC WATER ALL FITTINGS TO BE 3" aUT UNDER LAVATORY. 2 s LEVEL CAST IRON SOIL PIPE 4"" INLET SEE PLUMBING SCHEDULE WATER HEATER 24+ SANITARY & OUTLET PIPE AND E a NOTES: 5_g EE LOCALE CODE FITTINGS, 2 1/16" NOTE: s 1.THE AAPPRROVAL OF THE COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS MUST BE OBTAINED BEFORE IN- STANDARD WATER HEATER SHALL EQUIPPED WITH A .5 G.P.M. FLOW RESTRICTOR COLD WATER SUPPLY WITH S.O.V. STALLg 2.IF INSTALLED OUTSIDE OF A BUILDING,ELEVATE THE SIDE WALLS ABOVE THE SURROUNDING GROUND SURFACE TO ON THE HOT WATER SERVICE TO FAUCET - EXCLUDE STORM WATER. 3.IF LOCATED INSIDE OF A BUILDING,THE TOP OF THE SAMPU14G BOX MAY BE LEVEL WTH THE FLOOR PRONDED FINISHED FLOOR p THAT WASTE ENTERS THROUGH INLET PIPE ONLY. a;•;;•,T ,a: ''x�.:•.. •+,• i•••�.;•.':.;:a ..:,t;;,..:r WATER HEATER SHALL BE EQUIPPED WITH A REPLACEABLE FILTER IN 4.ALL SURFACE WATER MUST DRAIN AWAY FROM SAMPLING BOX TO IXCLUDE RAINWATER FROM THE PUBLIC SEWER 5.STRUCTURE NOT FOR TRAFFIC LOADING. THE INLET CONNECTOR 6.THIS FACILITY TO BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE �x _ SIDE VIEW (CUT AWAY) SA�1PUNG BOX 3 PMT-O -USCG WATER HEATER ]W—WATER HEATER UNDER COUNTER 16'-10" JOIST (TYP.) HANGER RODS - SIZE AND SPACING SCHEDULE MAXIMUM HANGER SPACING — — — — — — - STANDARD ROD CLIP ANGLE WAS AND WASTE NATURAL MED.GAS r— — — — — — — 2"x2"xl/4" W/2-6x1-3/4" GAS &VACUUM F PIPE WEIGHT MIN.HANGER COPPER CAST IRON PLASTIC SCH.40 TYPE'L' 26" 26" I I I I WOOD S REWS THRU CENTER SIZE PER FOOT ROD SIZE TYPE'L' SRO. DWV/SCH.40 COPPER OF 1/2' 1.0 3/6• 6 FT. SEE NOTE 4 FT. 6 FT. 6 FT. Q a s 3/4" 1.4 3/6' 8 FT. 04 4 FT. 6 FT. 6 FT W N CONCRETE 5_g HANGER ROD: (25" MAX. LENGTH) Z a WASH DOWN 3 8 0 PI s2E TO 1"=1/4-0 1-1/4' 2.9 3/6" 6 FT. 4 FT. 10 FT. 6 FT. SLAB I I I I / » PIPE SIZE 1-1/$TO Y=3/B"W -1 2' 3.6 3/6" 6 FL 4 FL 10 FT. 6 FL 0 TYP. PIPE SIZE 2-1/2'TO 4'=t/z'r / _ r BRACING 10 FT. 4 FT. 10 FT. 10 FT. 0 W cc J ® LL _ — —— —— —— — — J L — —— —J TRANSVERSE �� I PIPE SIZE 70 2'=1/6'tl-s/6' -1/Y 3/6' to Fr. 4 Fr. 10 Fr. to Fr. Q W Q CLEANOUT 2 PIPE SIZE 2-1/2"TO 3'=3/16"x1-5/6' 3' 10.B 3/6' 10 FT. 4 FT. 10 FT. 10 FF. V 1"x 16 GA.ANGLE 4' 16.6 3/6' 10 FT. 4 FT. 10 FT. 10 FT. Z / TOP VIEW UP TO 2. BRACE O Z W W € 3 V a:(COVERS REMOVED) FOR 2-1/2"-4" MAX. NOTE: 30» PIPE SHALL BE 1. TRANSVERSE BRACING SHALL BE AT 40'-0" O.C. MAXIMUM �/� o if % \ 2-1/2'x 2-1/7 x 16 GA. W `x) O Z $ ! SOIL -STANDARD CLEVIS HANGER 2.LONGITUDINAL BRACINGS AT 80'-0' O.C. MAXIMUM UNLESS OTHERWISE J F.-LIQUID CAPACITY: 3,000 GALLONS. *NOTE: THE PRECAST CONCRETE UNITS SHALL NOTED. WHEN THERMAL EXPANSION OR CONTRACTION IS INVOLVED, PRO- Q W J BE PLACED ON LEVEL UNDISTURBED SOIL, OR INSULATION VIDE LONGITUDINAL BRACINGS AT ANCHOR POINTS. THE LONGITUDINAL Q w Q W BOX DESIGN LOAD: H-20 TRAFFIC FROM (IF REQUIRED) BRACES AND THE CONNECTIONS MUST BE CAPABLE OF RESISTING THE X TO 5' X OF SOIL COVER. APPROVED COMPACTED FILL. TWO 2x6 REDWOOD FORCE INDUCED BY EXPANSION AND CONTRACTION. Y W 1' Q Q Y GRADE BOARDS SHALL BE PLACED BELOW THE PIPE 6" 9" MINIMUM FOR COMPLETE DESIGN AND PRODUCT TANK SIDE WALLS ALONG THE LONG DIMENSION. 3.FOR GAS PIPING, TRANSVERSE BRACING SHALL BE AT 20'-0' O.C. MAX- a J X J INFORMATION CONTACT JENSEN PRECAST. NOTE: TRANSVERSE BRACE " NOTE # IMUM AND LONGITUDINAL BRACING AT 40'-0" O.C. MAXIMUM. ALSO 1", r 9 NOT REQUIRED ON: AS PER S.M.A.C.N.A. SEISMIC 1-1/4", 1-1/2"AND 2" SHALL BE BRACED THE SAME AS 2-1/2" DIA. 1) PIPING SMALLER THAN 2-1/2" IN RESTRAINT MANUAL, 1998 Sheet No. 6 PIPE IN SCHEDULE. m s NOMINAL DIAMETER EDITION, SEISMIC HAZARD e 2) TOP OF PIPE IS LESS THAN 12° LEVEL A". 4.SUPPORT AT EVERY OTHER JOINT UNLESS OVER 4', THEN SUPPORT AT EACH JOINT FROM STRUCTURE P"8 pp pp ��pp �p 2 p--2 A.SUPPORT ADJACENT O JOINT, NOT TO EXCEED 18'CTI V L IUvI USTRIAL RECEPTOR � SA6V®/®IL INTERCEPTOR it I�II®E SUPPORT B.SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION 0 I� I�LS veyl�"Ir IF'if u C.HANGERS SHALL NOT BE PLACED ON THE COUPLING GENERAL NOTES SYV30L_S _ SHEET INDEX SHEET DESCRIPTION SHEET DESCRIPTION A. � E1.0 GENERAL NOTES, ASBREV. AND SYMBOLS, ETC. E4.0 ELECTRICAL LIGHTING DETAILS 1. SCOPE DO ALL DRILLING,CUTTING,CHANNELING AND PATCHING REQUIRED TO INSTALL ELECTRICAL WORK AS SINGLE RECEPTACLE, WALL MOUNTED O+18"AFF, NEMA 5-20R U.O.N. E1.1 ELECTRICAL SPECIFICATION E4.1 FIRST FLOOR SHOW ROOM POWER PLAN THE DRAWINGS AND THESE GENERAL NOTES DESCRIBE THE SCOPE OF WORK AND SYSTEMS. THE MATERIAL REQUIRED INDICATED OR HEREIN SPECIFIED. ALL HOLES,CURBS,ETC.,IN FLOORS,CEILINGS AND WALLS SHALL BE FOR THE WORK SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED, UNLESS SPECIFICALLY NOTED PATCHED,UNLESS INDICATED OTHERWISE.PAINT ALL NEW ELECTRICAL RACEWAYS,CABINETS,ENCLOSURES DUPLEX RECEPTACLE, WALL MOUNTED O+18'AFF, NEMA 5-20R U.O.N. E1.2 TITLE 24 DOCUMENTATION E4.2 SECOND FLOOR SHOW ROOM POWER PLAN OTHERWISE. THE WORK INCLUDES BUT IS NOT LIMITED 70 THE FOLLOWING PRINCIPAL SYSTEMS AND EQUIPMENT. AND FITTINGS PENETRATING INTO FIRE RATED ENVELOPES,SPACES,ETC. (GFI DENOTES GROUND FAULT RECEPTACLE) E4.3 I SERVICE BUILDING WEST- SERVICE BAY POWER PLAN ALL CONDUIT RUNS SHALL BE CONCEALED,UNLESS SHOWN OTHERWISE.PROVIDE A PULL WIRE IN ALL I.G. Ql ISOLATED(ORANGE)GROUND DUPLEX RECEPTACLE,WALL MTD.018"AFF,NEMA 5-20R U.O.N. E2.0 SITE POWER PLAN E4.4 SERVICE BUILDING EAST- SERVICE BAY POWER PUN 2. PERMITS AND CHARGES EMPTY CONDUITS. DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, WALL MOUNTED O+18'AFF OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS,INSPECTION FEES,AND OTHER CHARGES BY E2.1 PARTIAL SITE -EAST LIGHTING PUN E4.5 SHOW ROOM ROOF POWER PLAN U AGENCIES HAVING JURISDICTION. EXISTING CONDITION SHOWN IS FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEY AND DUPLEX RECEPTACLE,WALL MOUNTED O+18"NEMA 5-20R U.O.N.TOP RECEPTACLE E2.2 PARTIAL SITE-WEST LIGHTING PLAN E4.6 SERVICE BUILDING WEST- ROOF POWER PLAN SHOWN FOR REFERENCE ONLY.CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITION AT SITE. STITCHED n--I 3. REGULATIONS AND CODES Q DUPLEX RECEPTACLE, FLOOR MOUNTED, NEMA 5-20R E2.3 PARTIAL SITE-EMPLOYEE PARKING LIGHTING PLAN E4.7 SERVICE BUILDING EAST- ROOF POWER PLAN PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE, CALIFORNIA ALL WORK SHOWN IS NEW UNLESS SPECIALLY INDICATED AS EXISTING(X).ALL ELECTRICAL E2.4 ELECTRICAL SINGLE LINE DIAGRAM E4.8 MECHANICAL EQUIPMENT SCHEDULE ADMINISTRATIVE CODE TITLE S. AND OTHER CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT MOUNTING AND ANCHORAGE MUST CONFORM WITH LOCAL AND STATE SEISMIC CODES. CEILING MOUNTED DUPLEX RECEPTACLE, 5-20R Fn EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE MANUFACTURERS E2.5 ELECTRICAL PANEL SCHEDULES Q) VOICE/DATA OUTIFT DOUBLE GANG DEEP BOX WITH SINGLE GANG P-RING AND 3/4" -- 1.-) o RECOMMENDATIONS. E. TO FPHONF SYSTEMS o PROVIDE RACEWAYS,AND ALL MATERIAL INCLUDING PUWNG CABLE IN EACH RACEWAY AS REQUIRED FOR WALL+18" C.O.1N1}H PULLCORD&TAGS TO 8°ABOVE CEILING WITH INSULATED THROAT E2.6 ELECTRICAL PANEL SCHEDULES E5.1 FIRST FLOOR SHOW ROOM SIGNAL PLAN 4. VERIFYING EXISTING CONDITIONS THE TELEPHONE SYSTEM PER THE SERVING TELEPHONE COMPANY BUSHINGS.PROVIDE STANDARD MULTIPLE JACK COVER PLATE. •^-1 u ' BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING SITE REQUIREMENTS. A� E2.7 LIGHTING CONTROLLER DIAGRAM E5.2 SECOND FLOOR SHOW ROOM SIGNAL PLAN THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A �Al�v77--III SPECIAL OUTLET,TYPE AS REQUIRED BY EQUIPMENT. E2.8 RELAY SCHEDULE E5.3 SERVICE BUILDING WEST-SERVICE BAY SIGNAL PUN O o c BID PROPOSAL FOR THE WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION F. GROUNDING&BONDING � JUNCTION BOX(CEILING MTD.)SIZE PER TABLE AND NEC ARTICLE 370 E5.4 SERVICE BUILDING EAST- SERVICE BAY SIGNAL PLAN V] a w AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE.NO REQUEST FOR ADDITIONAL PAYMENT WILL BE FURNISH AND INSTALL COMPLETE BONDING AND GROUNDING SYSTEM AS REQUIRED BY CODES. cn eemqpp p g a CONSIDERED AS VALID,DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTINUITY OF GROUNDING SHALL BE MAINTAINED MECHANICALLY AND ELECTRICALLY THROUGHOUT THE 1� JUNCTION BOX(WALL MID.)SIZE PER TABLE AND NEC ARTICLE 370 E3.0 ELECTRICAL LIGHTING DETAILS •� a o I_ C SYSTEM. A GREEN GROUNDING CODE SIZED CONDUCTOR SHALL BE CARRIED T THERMOSTAT a e 1O a IN ALL CONDUITS. O E3.1 FIRST FLOOR SHOW ROOM LIGHTING PLAN 5. COORDINATION II✓•o BRANCH CIRCUIT PANELBOARD-240 12OV,10.3W OR 30,3W,240VAC OR �i° m " COORDINATE ALL WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT WILL REWIRE COORDINATION AND / E3.2 SECOND FLOOR SHOW ROOM LIGHTING PLAN q 0 a a,o 120/208VAC,30,4W. o PROVIDE ALL ELECTRICAL CONNECTION REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. E3.3 SERVICE BUILDING WEST-SERVICE BAY LIGHTING PLAN ELECTRICAL EQUIPMENT LOCATIONS INDICATED ARE SHOWN DIAGRAMMATICALLY,EXACT LOCATION SHALL BE G. 1. INSTAL I AT10N 4'X8'X3/4"TELEPHONE BACKBOARD,MARINE PLYWOOD AND PAINTED WITH E3.4 SERVICE BUILDING EAST-SERVICE BAY LIGHTING PLAN O IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A COMPLETE AND WORKABLE ELECTRICAL FIRE RESISTANT PAINT,PER OWNERS REPRESENTATIVE. T C VERIFIED. INSTALLATION BE PROVIDED FOR ALL THE EQUIPMENT DESCRIBED OR SHOWN AS BEING IN L A CONTRACT. CONDUIT RUN CONCEALED ABOVE CEILING DR IN WALLS, U T L T Y G O N T A /� .J O TOWARD THIS END FURNISH ALL LABOR AND TOOLS NECESSARY AND FURNISH AND INSTALL ALL APPARATUS, Imo/ x 6. SERVICE CONTINUITY MATERIALS AND EQUIPMENT IN A FASHION COMPLYING WITH ALL APPUCABLE CODES,INCLUDING ITEMS -T- 1°C.O.TELEPHONE CONDUIT. ARROW DENOTES HOME RUN UNINTERRUPTED EXISTING ELECTRICAL POWER SHALL BE MAINTAINED TO OTHER TRADES FOR TEMPORARY POWER REQUIRED BUT NOT NORMALLY SHOWN,SUCH AS LAMPS,COUPUNGS,HANGERS,BRACKETS,CLAMPS,BOXES, TO TELEPHONE BACKBOARD. AREAS OF THE SITE DURING CONSTRUCTON. PROVIDE ANY TEMPORARY SERVICES AS MAY BE REQUIRED. IDENTIFY AT CONNECTORS AND HARDWARE.REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL,MECHANICAL AND CONDUIT RUN CONCEALED BELOW FLOOR OR UNDERGROUND ELECTRICAL SERVICE BID TIME, ALL WORK TO BE DONE ON PREMIUM TIME AND THE TOTAL OVERTIME MAN-HOURS REQUIRED FOR ELECTRICAL SECTIONS - - DAVE REDICLIFF (909) 928-8206 COMPLETION. ,�n,n FLEXIBLE CONDUIT(WITH GROUND CONDUCTOR,PROVIDE LIQUID TIGHT SOUTHERN CALIFORNIA EDISON LOURDES TORRES 2. PROCURE ALL PERMITS FROM LEGALLY CONSTITUTED AUTHORITIES,ARRANGE FOR ALL INSPECTIONS AND PAY CONDUIT IN ALL EXPOSED AREAS) 909 21291 71GIN ER 7. AS BUILT ALL COSTS FOR FEES AND TESTS IN CONNECTION THEREWITH. COMPLY PATH CODES: NOTHING IN THESE ( ) 3-6 F, y PLANS AUTHORIZES DEVIATION FROM APPLICABLE CODES. CONDUIT STUB UP, CAP AND IDENTIFY 2P oOp ` PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE TELECOMMUNICATION SERVICE PROJECT. RECORD DRAWINGS SHALL BE SIGNED AND DATED BY CONTRACTOR PRIOR TO RELEASE OF FINAL a-- CONDUIT TURNS UP 9 r 3. DETERMINE EXACT ROUTING OF CONCEALED FEEDERS AND BRANCH HOMERUNS IN COOPERATION WITH OTHER �u RETENTION OF ALL MONIES. TRADES TO SIMPLIFY INSTALLATION WHEREVER POSSIBLE BUT SUBJECT TO APPROVAL OF ARCHITECT FOR �- CONDUIT TURNS DOWN VERIZON XXXX o vo 8, GUARANTEE VISUAL AND STRUCTURAL REASONS. + CONDUIT FITTING SEALED WITH APPROVED COMPOUND FOR (805) 388-XXXX 6��bp CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN 4. PROVIDE A CODE APPROVED DISCONNECT SWICH OR BREAKER WITHIN SIGHT OF EVERY MOTOR AND FEED ENVIRONMENT SEPARATION. p'1b3161 WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR. MOTORS NOT EQUIPPED WITH"BUILT IN"PROTECTION THROUGH A MAGNETIC OR MANUAL STARTER WITH HASH MARKS INDICATE QUANTITY OF#12 CONDUCTORS.NO HASH MARKS INDICATE OVERLOAD HEATERS SIZED TO COMPLY WITH MOTOR MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE ��(2)#12AWG.(PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.) 9. SHOP DRAWINGS CODES. �O SUBMIT SHOP DRAWINGS AND MATERIAL UST FOR REVIEW PRIOR TO COMMENCING ANY WORK. ALL EQUIPMENT TO �-WHERE NO NUMBER IS INDICATED,THE CONDUCTORS ARE 2A cn BEAR U.L LABEL OR THAT OF ANOTHER ACCEPTABLE TESTING LABORATORY, SHOP DRAWINGS MUST BE STAMPED BY 5, FOR CONNECTIONS TO EXHAUST FANS,PUMPS,COMPRESSORS,SPACE HEATERS WATER HEATERS, #1 WG(MIN.)CONDUIT SIZE IS W THE CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTAL. AQUASTATS,SOLENOID VALVES AND OTHER MECHANICAL EQUIPMENT AND FOR CONDUITS AND WIRE AS REQUIRED BY ELECTRICAL CODE(3/4"CONDUIT MINIMUM). F- REWIRED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS REFER TO MECHANICAL PLANS AND Q SUBMIT SIX SETS OF SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASING ALL BREAKER MOUNTING HARDWARE, DETERMINE EXACT LOCATIONS UNDER DIRECTION OF HEATING AND VENTILATING CONTRACTOR. INDICATES A HOMERUN TO PNL 2LA,CKTS 1-3-5 WITH SHARED NEUTRAL&CKT 7 WITH ��� ���' -7�O CONDUCTOR D���T 1,I^ �,�'�' rT��D�nD �n�n TOn/Y� ^I� �r/WO�I�r�D�T o�(� DISCONNECT SWITCHES,FUSES, CONTROLLERS,LIGHTING FIXTURES, LIGHT SWITCHES, RECEPTACLES, ETC. DEDICATED NEUTRAL WSJ \V K \9I IV_ J II{\ jU( 'Ll{ II{\I1�I \V� FLL FL J U 6. DO NOT RUN ANY CONDUIT IN SLAB IF ITS OUTSIDE DIAMETER EXCEEDS 1/3 THE THICKNESS OF THE SLAB. 2LA 1-3-5.7 10. CONTRACTOR BID LOCATE CONDUITS WITHIN THE MIDDLE OF THE SLAB.WHERE CONDUITS ARE GROUPED IN PARALLEL RUNS, O CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND AS SPECIFIED. IF CONTRACTOR SPACE THEM 3"OR MORE APART. WHERE CONDUITS CROSS EACH OTHER, T14ICKEN SLAB PROPORTIONATELY �-- 3/4"C-2#12 & 1#12 GND NEC#310-8 ADJUSTMENT FACTORS TIGHTENING TORQUE FOR SCREWS(a) PROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION OF THE OVER A HORIZONTAL AREA EQUAL TO TEN TIMES THE DIAMETER OF THE LARGEST CONDUIT. REFER ALSO TO OWNER AND ENGINEER PRIOR TO BID IN WRITING.ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER IN DETAILS SHOWN. - - 3/4"C-3#12&1#12 GND TORQUE,POUND-INCHES Q c - WRITING. SUCH REVIEW SHALL NOT RELEVE THE CONTRACTOR COMPLYING WITH THE REQUIREMENTS OF 3/4"C-4#12&1#12 GND (a)MORE THAN THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE. SLOTTED HEAD HEXAGONAL HEAD/EXTERNAL O THE DRAWINGS AND SPECIFICATIONS, AND THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY 7. FOR CIRCUITS FED THROUGH FLUORESCENT FIXTURE CHANNELS AND FEEDS TO RECESSED INCANDESCENT WHERE THE NUMBER OF CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE NO.10 AND LARGER b DRIVE.SOCKET WRENCH 0 FIXTURES USE INSULATED WIRE OF 105 DEG.CELSIUS RATING. - 3/4"C-5#12 &1#12 GND EXCEEDS THREE,THE ALLOWABLE AMPACITIES SHALL BE REDUCED AS SHOWN IN THE SLOT WIDTH IN. °a CHARGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS OWN WORK,THE SIZE ( ) SLOT LENGTH(IN.) SPOT-BOLT OTHER n OWNER, ENGINEER OF RECORD OR THE WORK OF OTHER CONTRACTORS. - 3/4"C-6#12 & 1#12 GND FOLLOWING TABLE: TO 3 Z 8. SIZE OUTLET BOXES IN CONFORMITY KITH CODE FOR NUMBER AND GAUGE OF CONDUCTORS THEREIN,EXCEPT /64 OVER 3/64 TO 1/4 OVER 1/4 CONNECTORS CONNECTORS Z le Z #10 1" CONDUIT MINIMUM UNDERGROUND ' WHERE NOTED TO BE LARGER. MINIMUM BOX SIZE SHALL BE 4'SQUARE BY 1-1/2'DEEP. if 3/4°C-2#10 & 1#10 GND PERCENT OF VALUES IN 18-10 AWG 20 35 20 _35 80 75 W_ �.A 9. EXAMINE PLANS TO DISCERN CEILINGS WA1H A FIRE RATING OF ONE HOUR OR MORE, PROVIDE A ONE HOUR - 3/4"C-3#10&1#10 GND NUMBER OF TABLES AS ADJUSTED FOR 8 25 40 --25 40 80 75 - 1n O #10 FIRE-RATED ENCLOSURE OVER EACH LIGHT FIXTURE AMBIENT TEMPERATURE 6 35 45 35 45 -165 110 THEREIN. %TURF RECESSED THN. �}})S- 3/4-C-4#10 &1#10 GND CONDUCTORS IF NECESSARY 4 45 - 45 165 110 V e V 10. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING,SERVICING, �}}}� 3/4"C-5#10 &1#10 GND 4 THROUGH 6 80 3 - 50 - 50 275 150 ' MAINTAINING AND REPAIRING.ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE.EXPOSED CONDUIT iI10 7 THROUGH 9 70 2 - 50 - 50 275 150 a"o B. MATERIAL AND INSTALL ATIDN SHALL BE IN STRAIGHT ONES PARALLEL WITH,OR AT RIGHT ANGLES TO,COLUMN LINES OR BEAMS AND }- 3/4"C-6#1D & 1#10 GND 10 THROUGH 20 50 -- -- - - - N t C of 21 THRWCH 30 45 1 - 50 50 275 150 O e e «g ALL WORK AND MATERIAL SHALL CONFORM TO THE LATEST RULES OF THE GOVERNING ELECTRICAL CODE AND SEPARATED BY AT LEAST THREE(3)INCHES FROM WATER ONES WHENEVER THEY RUN LONG SIDE OR Q1 OR Q SEE KEY NOTE#1 AS INDICATED ON DRAWING -- - -- �- Q i o INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS OF WORKMANSHIP. ACROSS SUCH UNES.CONDUIT SHALL NOT BE RUN BELOW CABLE TRAYS OR LIGHT FIXTURES WITHOUT 31 THROUGH 40 40 _ 1�0 - 50 - 50 _ 385 180 a a>� SPECIFIC APPROVAL OF THE OWNERS REPRESENTATIVE.HANGERS SHALL BE FASTENED TO STEEL,CONCRETE SWITCH NTH PILOT LIGHT O 42"AFF 41 AND ABOVE 35 2/0 - 50 - 50 385 180 ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORY(U.L). OR MASONRY,BUT NOT TO PIPING, HANGERS AND SUPPORT SYSTEMS ARE AN INTEGRAL PART OF THE 3ab 3-WAY SWITCH a&b VDICATES LIGHT FIXTURE TO BE SWITCHED(EACH A 3/0 - 50 _ - 50 _ 500 250 VISUAL ENVIRONMENT.ALL HANGERS AND SUPPORTS EXPOSED TO PUBLIC VIEW MUST BE SHOWN IN DETAIL 3-WAY)MOUNTED O 42 AFF 4/0 - 50 - 50 500 250 ON PLANS SUBMITTED TO LANDLORD FOR APPROVAL OF APPEARANCE.ALL HANGERS MUST BE UNIFORMLY WHERE SINGLE CONDUCTORS OR MULTICONDUCTOR CABLES ARE STACKED OR BUNDLED -- - 1, CONDUITS SNITCH MINTED O+42"AFF 250 kcmil - 50 - 50 _650 325 SPACED AND NEATLY INSTALLED YATH NO EXCESS MATERIAL BEYOND NHA7 A REWIRED FOR THE SUPPORT LONGER THAN 24 INCHES(610 mm)WITHOUT MAINTAINING SPACING AND ARE NOT CONDUIT SHALL BE EMT, PVC, IMC,RIGID OR FLEXIBLE STEEL TYPE. CONDUIT SHALL BE MANUFACTURED IN FUNCTION.CONTRACTOR SHALL SELECT ACCESSORIES AND HARDWARE N1TH A SMOOTH,NEAT FINISHED INSTALLED IN RACEWAYS,THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE 300 - 50 - 50 650 325 ACCORDANCE NTH UL-1. A GROUND WIRE IS REQUIRED IN ALL FLEXIBLE CONDUIT AND UNDERGROUND CONDUIT. $M MOTOR RATED SWATCH -- ' . APPEARANCE AND PAINT ALL EXPOSED CONDUIT HANGERS TO MATCH THE ADJACENT FINISHES. REDUCED AS SHOWN IN THE ABOVE TABLE. 350 - 50 - 50 650 325 BUSHINGS SHALL BE INSTALLED ON ALL COMMUNICATION,TELEPHONE&SPEAKER CONDUITS. PROVIDE 3/16"NYLON $a,b,c,d 400 -_ 50 50 825 325 _ PULL STRING IN ALL EMPTY CONDUITS.NO MC,BX OR AC90 SHALL BE PERMITTED. 11. ALL WALL SNITCHES AND RECEPTACLES SHALL BE MOUNTED BETWEEN 18"AND 48"PER ADA REQUIREMENTS ) -C! EXCEPTION NO.1: WHERE CONDUCTORS OF DIFFERENT SYSTEMS,AS PROVIDED IN 500 - 50 - 50 825 375 UNLESS NOTED OTHERWISE. CIRCUIT SWITCH LEGS SECTION 300-3.ARE INSTALLED IN A COMMON RACEWAY OR CABLE,THE DERARNG 600 50 - --50 1000 375 ;5 2. SWITCHES AND RECEPTACLES WALL SNITCHES FACTORS SHOWN ABOVE SHALL APPLY TO THE NUMBER OF POWER AND UGHTING - - - - PROVIDE 20AMP NEMA RATED SNITCHES AND RECEPTACLES OF SPECIFICATION GRADE. ALL SWITCHES SHALL BE 12. ALL DISTRIBUTION BOARDS,SWTCHBOARDS AND TRANSFORMERS THAT ARE FLOOR MOUNTED SHALL BE BOAS DISCONNECT SWITCH,60AMP SWITCH,35 AMP FUSE,3 POLE W/OVERCURRENT (ARTICLES 210,215,220,AND 230)CONDUCTORS ONLY. 700 - 50 - 50 1000 375 _. RATED FOR 120 AND/OR 277 VOLT AND RECEPTACLES SHALL BE NEMA 5-20R.IN ALL OFFICES AND OFFICE AREAS MOUNTED ON 4'THICK HOUSEKEEPING PAD.TRANSFORMER SHALL BE ON VIBRATION ISOLATION PADS AND F-=35AF PROTECTION U.O.N. EXCEPTION NO.2: FOR CONDUCTORS INSTALLED IN CABLE TRAYS,THE PROVISIONS 750 _ - 90 _ - 50 _1000_ _ 375 DEVICES SHALL BE DECORA TYPE WITH COLOR SELECTION BY CONTRACTOR/OWNERS REPRESENTATIVE. CONNECTED WITH FLEXIBLE CONDUIT. OF SECTION 318-11 SHALL APPLY. 800 - 50 - 50 1100 500 QM 100A UTIUTY METER(OR AS NOTED) 900 - _ 50 _ - 50 1100 500 3. FEEDERS AND BRANCH CIRCUITS IDENTIFICATION 13. CONTRACTOR SHALL EXAMINE PLANS AND VERIFY IN FIELD LOCATIONS OF ALL FIRE RATED WALLS,CEILINGS EXCEPTION NO.3: DERATING FACTORS SHALL NOT APPLY TO CONDUCTORS IN NIPPLES 1000 - _ 50 - 50 1100 500 AND FLOORS.CONTRACTOR SHALL SEAL ALL ELECTRICAL SYSTEM PENETRATIONS THROUGH FIRE RATED 3P FUSED DISCONNECT SWITCH 1OOAMP SNITCH RATING KITH 60 AMP FUSES,3 POLE HAVING A LENGTH NOT EXCEEDING 24 INCHES 610mm. 1250 - - - - 1100 600 IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT DEVICE, LOAD END, AND ��....�_ ( ) _ __. _ WALLS,CEILINGS AND FLOORS KITH U.L LISTED MATERIAL APPROVED BY THE AUTHORITY HAVING «ti. m_ ' IN PULL BOXES WITH E-Z CODE OR OTHER APPROVED WIRE MARKER. 1500 - - - __ - - 1100 _600 m<� - JURISDICTION. 100A5 60AF EXCEPTION NO.4: DEBATING FACTORS SHALL NOT APPLY TO UNDERGROUND CONDUCTORS 1750 - - - 1100 600 LU IDENTIFY BRANCH CIRCUITS WITH I.D. MARKERS, THE CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT 200AF ENTERING OR LEAVING AN OUTDOOR TRENCH IF THOSE CONDUCTORS HAVE PHYSICAL ---- PROTECTION IN THE FORM OF RIGID METAL CONDUIT,INTERMEDIATE METAL CONDUIT, 2000 - - - 1100 600 C z° DEVICE,AT ALL SPLICES, IN JUNCTION BOXES, AND IN OUTLETS. USE PLASTIC COATED SELF-STICKING MARKERS )150AT MOLDED CASE CIRCUIT BREAKER 200 AMP FRAME,150 AMP TRIP RATING,3 POLE OR RIGID NONMETALLIC CONDUIT HAVING A LENGTH NOT EXCEEDING 10 FEET(3.05m) THIS TABLE GIVES RECOMMENDED CONNECTOR INSTALLING TORQUE'S FOR COPPER SUCH AS THOMAS&BETTS E-Z CODE FOR IDENTIFICATION OF CONDUCTORS. 13P ABOVE GRADE AND THE NUMBER OF CONDUCTORS DOES NOT EXCEED FOUR. m s AND ALUMINUM CONDUCTORS. THEY ARE FOR GUIDANCE ONLY WHERE NO TIGHTENING > - IDENTIFY SIGNAL&COMMUNICATION CABLES AT TERMINAL AND OUTLET. EXCEPTION NO.5: FOR OTHER LOADING CONDITIONS,ADJUSTMENT FACTORS AND INFORMATION IS AVAILABLE AND m p; 2 � H. 1. FIRE ALARM SYSTEM SIGN R III BY CONTRACTOR AMPACITIES SHALL BE PERMITTED TO BE CALCULATED UNDER SECTION 310-15(b). SHOULD NOT BE USED TO REPLACE MANUFACTURERS'INSTRUCTIONS WHICH SHOULD 4. CONDUCTORS CONTRACTOR SHALL PROVIDE AND INSTALL A FIRE ALARM SYSTEM FOR THE PROJECT ALWAYS BE FOLLOWED. < o o` u DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OR REEL,PROPERLY TAGGED WITH U.L AREA 70 INCLUDE: (EEC): SEE APPENDIX B,CONDUCTORS TORSI 11 FOR ADJUSTMENT FACTORS FOR MORE THAN (a) CLAMPING SCREWS WITH MULTIPLE TIGHTENING MEANS: FOR EXAMPLE, y LABEL,SIZE, TYPE, MANUFACTURER, TRADE NAME AND THE DATE OF MANUFACTURE. (MUST BE MANUFACTURED A)SMOKE DETECTORS IN ALL REWIRED AREAS THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE WITH LOAD DIVERSITY. FOR A SLOTTED HEXAGONAL HEAD SCREW,USE THE HIGHEST TORQUE VALUE m WITHIN 6 MONTHS) B)HEAT DETECTORS IN ALL REWIRED AREAS ASSOCIATED NTH THE DIFFERENT TIGHTENING MEANS. oo (b)MORE THAN ONE CONDUIT,TUBE,OR RACEWAY. O b FOR VALUES OF SLOT WIDTH OR LENGTH OTHER THAN THOSE SPECIFIED, Z C)DUCT DETECTORS IN ALL REWIRED SPACES SPACING BETWEEN CONDUITS,TUBING,OR RACEWAYS SHALL BE MAINTAINED. SELECT THE LARGEST TORQUE VALUE ASSOCIATED m - PROVIDE COPPER CONDUCTORS 112 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. D)STROBES/ALARMS IN ALL REQUIRED AREAS PROVIDE STRANDED COPPER CONDUCTORS FOR ALL WIRING.USE CONDUCTORS NTH THHN/THWN 600 VOLTS E)PULL STATIONS AT ALL LEGAL FIRE EXITS WITH CONDUCTOR SIZE. INSULATION, UNLESS OTHERWISE NOTED. F)TAMPER AND FLOW SWITCHES 0 2. CONTRACTOR SHALL SUBMIT FOR THE OWNERS SIGNED APPROVAL.APPROVED FIRE DEPARTMENT FIRE 5. LIGHTING FIXTURES ALARM DRAWINGS FOR THE PROJECT SPACE. COVIDE LIGHTING FIXTURES WITH ELECTRONIC BALLASTS PER SCHEDULE,PROVIDE WITH LAMPS BY G.E.,PHILIPS OR A 13 B R E \/V A T I O N S NEC^\V E C W IRE E ILL TABLE J7/ O- yr� 1 V SYLVANIA AS STATED IN THE SCHEDULE. 3. CONTRACTOR SHALL BE SILENT KNIGHT,NOTIFlER,FIRE CONTROL INSTRUMENTS,FARADAY. ,n r 6. PANELBOARDS (BID SQUARE D: PROVIDE SIEMENS ALTERNATE BID 1 4. ALL DEVICES AND EQUIPMENT SHALL BE CAUFORNIA STATE FIRE MARSHALL APPROVED. DISTRIBUTION AND UGHTING PANELBOARDS WITHIN PROJECT AREA SHALL BE OF THE COPPER BUS THREE PHASE, JUNCTION BOX DIMENSION. MIN.CU. MAXIMUM NUMBER OF CONDUCTORS _ FOUR WIRE 5. CONTRACTOR SHALL WARRANTY ALL DEVICES AND SYSTEMS FOR A PERIOD OF TWO YEARS. E DISTRIBUTED PHASING TYPE. CIRCUITING SHALL BE ARRANGED TO PROVIDE, AS NEARLY AS POSSIBLE,AN INCHES TRADE SIZE OR TYPE OAP,IN. NO.14 NO.12 NO.10 NO.8 NO.6 EVENLY BALANCED LOAD ON ALL PHASES.PANEUBOARDS SHALL BE BOLT-ON CIRCUIT BREAKER TYPE.AVAILABLE A AMPERES LC LIGHTING CONTACTOR FAULT CURRENT 15 STATED ON PANELBOARD SCHEDULE. PROVIDE PANEL IDENTIFICATION NAMEPLATE(ENGRAVED 6. CONTRACTOR SHALL PROVIDE 6(SIX)SETS OF FIRE ALARM MANUALS FOR ALL SYSTEMS AND DEVICES AF AMP FRAME/AMP FUSE LCL LONG CONTINUOUS LOAD 4 x1-1 4 ROUND OR OCTAGONAL 12.5 6 5 5 4 2 6 ON-ADHESIVE 1 2"MINIMUM LETTERS AND TYPEWRITTEN UST OF CIRCUITS IN THE DIRECTORY FRAME. IN ADDITION TO 6(SIX)SETS OF A SYSTEM OPERATIONAL MANUAL TAILORED FOR THE PROJECT SPACE. AFC AVAILABLE FAULT CURRENT LV LOW VOLTAGE / - / ) AFF ABOVE FINISHED FLOOR MTD MOUNTED 4 A-1/2 RIND OR OCTAGONAL 15.5 7 6 6 5 3 7. CONTRACTOR SHALL PROVIDE AN INDIVIDUALLY ADDRESSABLE TOTALLY SUPERVISED SYSTEM WITH ARCH ARCHITECT MTB MAIN TELEPHONE BACKBOARD 4 x2-1/8 ROUND OR OCTAGONAL 21.5 10 9 8 7 4 g 7. STRUCTURAL SUPPORT BATTERY BACK-UP FOR 24 HOURS OF MONITORING INITIATING CIRCUITS PLUS 30 MINUTES OF ALARM AS AMP SWITCH MTG MOUNTING 4 x1-1/4 SQUARE 18.0 9 8 7 6 3 EACH SECTION OF FLOOR MOUNTED SWITCHBOARD,DISTRIBUTION BOARD, MCC, ETC.SHALL BE BOLTED TO THE WITH DUAL RATE BATTERY CHARGER. AT AMP TRIP MV MERCURY VAPOR 4 x1-1/2 SQUARE 21.0 10 9 8 7 4 ., CONCRETE HOUSEKEEPING PAD USING(6)3/4"-10 GRADE 2 BOLTS AND CONICAL WASHERS TORQUED TO 70LB-FT. AND AMERICAN WIRE GAGE MH METAL HALIDE PROVIDE MINIMUM 4000 PSI STRENGTH CONCRETE BELOW ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. TIE THE TOP 8. CONTRACTOR SHALL PROVIDE A SATISFACTORY SYSTEM TEST IN THE PRESENCE OF THE OWNER,FIRE BKBD BACKBOARD MFG MANUFACTURER 4 x2-1/8 SQUARE 30.3 15 13 12 10 6 OF ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE IN A SEISMICALLY APPROVED MANNER. PREVENTION BUREAU AND CONSULTING ENGINEER. C CONDUIT NEC NATIONAL ELECTRICAL CODE 4-11/16 0-1/4 SQUARE 25.5 12 11 10 B 5 CB CIRCUIT BREAKER (N) NEW 4-11/16 0-1/2 SQUARE 29.5 14 13 11 9 5 9. CONTRACTOR SHALL PROVIDE A CENTRAL MASTER ANNUNCIATOR PANEL IN THE ELECTRICAL ROOM PER CONT. CONTINUATION NIL NIGHT LIGHT 4-11/16 z2-1/8 SQUARE 42.0 21 18 16 14 8 LOCAL FIRE MARSHAL CKT CIRCUIT P POWER OR POLE CLG CEILING PBO PROVIDED BY OTHERS 3 x2 x1-1/2 DEVICE 7.5 3 3 3 2 1 B 10. CONTRACTOR SHALL PROVIDE ALL CONNECTION TO POWER PANELS,CONDUIT AND WARE AND CO CONDUIT ONLY PNL PANEL 3 x2 x2 DEVICE 10.0 5 4 4 3 2 _ CONNECTIONS REQUIRED TO PROVIDE AN OPERATIONAL FIRE ALARM SYSTEM. CTV CABLE TELEVISION (R) REMOVED 3 x2 x2-1/4 DEVICE 10.5 5 4 4 3 2 ( ) CU COPPER FIGS RIGID GALVANIZED STEEL CONDUIT C. DEMOLITION GIN COLD WATER PIPE RM ROOM 3 x2 x2-1/2 DEVICE 12.5 6 5 5 4 2 _ I 1. NOTIFY THE OWNER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DIS DISCONNECT `'N SYSTEM NEUTRAL 3 x2 z2-3/4 DEVICE 14.0 7 6 5 4 2 DUE TO THE NEW CONSTRUCTION,AND WHICH IS NOT INDICATED ON THE PLANS. DS DISCONNECT SWITCH TC TIME CLOCK 3 x2 x3-1/2 DEVICE 18.0 9 a 7 6 3 2. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGEABLE SHALL REMAIN TIE PROPERTY OF TIE DWG DRAWING TTB TELEPHONE TERMINAL BOARD 4 x2-1/8 0-1/2 DEVICE 10.3 5 4 4 3 2 EC ELECTRICAL CONTRACTOR TIC TELEPHONE TERMINAL CABINET 4 x2-1/B x1-7/8 DEVICE 13.0 6 5 5 4 2 OOWER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY OWNER, (F) FRONT TR TRANSFORMER AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. REMOVE FROM PREMISES AND DISPOSE OF (F SHALLOW FLOOR BOX 7YP TYPICAL 4 x2-1/8 x2-1/8 DEVICE 14.5 7 6 5 4 2 ALL MATERIALS CONSIDERED BY THE OWNER TO BE SCRAP. GC GENERAL CONTRACTOR UDN UNLESS OTHERWISE NOTED 3-3/4 x2 x2-1/2 MASONRY OR GROUND FAULT INTERRUPTER UNSW UNSWITCHED BOX/GANG 14.0 7 6 5 4 2 - 3. ALL DEVICES,CIRCUITS CONDUCTORS,FEEDERS ETC.,WHEN NOTED TO BE REMOVED,SHALL BE REMOVED TO GND GROUND VA VOLT AMPS Q -- THE LAST ACTIVE DEVICE. ALL OVER-CURRENT PROTECTION AND DISCONNECT DEVICES NO LONGER UTILIZED HP HORSEPOWER V VOLTS/VOLTAGE 3-3/4 x2 0-1/2 MASONRY _ BUT REMAINING AS LAST ACTIVE DEVICE SHALL BE LABELED AS'SPARE'. COORDINATE ALL OUTAGES WITH I.G. ISOLATED GROUND W WATTS/WATTAGE BOX/GANG 21.0 10 9 e 7 4 W Z OWNERS REPRESENTATIVE. JB JUNCTION BOX NIP WEATHERPROOF ' CC W/KVA KILO VOLT AMPS=1000VA WITH FS-MINIMUM INTERNAL DEPTH ^^ n D. XF LTON (X) EXISTING 1-3/4 SINGLE COVER/GANG 13.5 6 6 5 4 2 LL (r LL x CAREFULLY PROTECT ALL WALLS, TRIM,FLOURS, EQUIPMENT UTIUTY ONES AND MATERIALS. WHEN WORKING ON FO-MINIMUM INTERNAL DEPTH = J ',a FINISHED SURFACES,LIMIT DAMAGE TO THE CONFINES AS MUCH AS POSSIBLE AND RESTORE TO THE ORIGINAL 2-3/8 SINGLE COVER/GANG 18.0 9 8 7 6 3 O M Q _? CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. L.L cr 0 W (� FS-MINIMUM INTERNAL DEPTH EQUIPMENT, MATERIAL,AND SUPPLIES REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGNAL 1-3/4 MULTIPLE COVER/GANG 18.0 9 B 7 6 3 /R o Z 53 LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF UKE KIND AND QUALITY. Lu FD-MINIMUM INTERNAL DEPTH V ` W Lu 2-3/8 MULTIPLE COVER/GANG 24.0 12 10 9 8 4 W 0 O L J pZ Q W ¢ W w s Q Q X Q E d J X J a Sheet No. 0 �L E1. E L E C T R I C A L S P E C I F I C A T 1 0 N 1.0 GENERAL PRIOR TO START OF INSTALLATION THE CONTRACTOR SHALL COORDINATE TELEPHONE OUTLETS SHALL BE DOUBLE GANG BOX WITH SINGLE GANG 1- WHERE THERE IS INSUFFICIENT SPACE FOR A SPECIFIED RECESSED THE FINAL LOCATION OF EACH OUTLET AND DEVICE WITH THE OWNER'S HOLE TELEPHONE COVER PLATE, UNLESS OTHERWISE NOTED ON FIXTURE PROVIDE EITHER A MORE SHALLOW FIXTURE AS APPROVED, OR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A REPRESENTATIVE. THE OWNER RESERVES THE RIGHT TO RELOCATE ANY DRAWINGS. A SURFACE MOUNTED FIXTURE OF EQUAL QUALITY AND SIMILAR COMPLETE AND OPERABLE ELECTRICAL SYSTEM AS SHOWN ON THE OUTLET OR DEVICE UP TO B FEET FROM THE LOCATION INDICATED ON PHYSICAL APPEARANCE TO MATCH OTHER FIXTURES IN THE SAME AREAS DRAWINGS). THE COMPLETE INSTALLATION SHALL MEET REQUIREMENTS THE PLANS AT NO ADDITIONAL COST. CABLE TELEVISION OUTLETS SHALL BE DOUBLE GANG BOX WITH SINGLE AND AS APPROVED. OF THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCALLY ADOPTED GANG 1-,HOLE CATV COVER PLATE, UNLESS OTHERWISE NOTED ON AMENDMENTS, INCLUDING BUT NOT NECESSARILY LIMITED TO THE ALL FEEDER LENGTHS INDICATED ON SINGLE LINE DIAGRAMS OR FEEDER DRAWINGS. PROVIDE ALL NECESSARY SUPPORTS FOR LIGHTING FIXTURES AS FOLLOWING: SCHEDULE ARE FOR VOLTAGE DROP PURPOSES ONLY AND ARE NOT TO BE REQUIRED. WHERE FIXTURES ARE INSTALLED ON OR IN SUSPENDED USED FOR MATERIAL TAKE-OFF OR BIDDING PURPOSES. INTERIOR BOXES SHALL BE GALVANIZED STEEL, MANUFACTURERS: B & CEILINGS, SECURE FIXTURES TO CEILING FRAME SYSTEM AND PROVIDE 1. NATIONAL ELECTRICAL CODE - LATEST EDITION C METAL STAMPING, BRYANT GENERAL ELECTRIC, LEVITON COMPANY, FIXTURE SUPPORTS INDEPENDENT OF THE CEILING SUSPENSION SYSTEM 2.CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 COORDINATE AND PROVIDE ALL EXIT SIGN LOCATIONS WITH THE LOCAL FIRE NORRIS STEEL CITY, CROUSE-HINDS, APPLETON, RACO, CARLON. AS REQUIRED. PROVIDE PENDANT FIXTURES WITH SWIVEL HANGER 3. CALIFORNIA ADMINISTRATIVE CODE, TITLE 19, FIRE CODE MARSHAL PRIOR TO BEGINNING WORK. LEGALLY APPROVED FOR WEIGHT SUPPORTED AND FOR EARTHQUAKE 4. UNDERWRITERS LABORATORY EXTERIOR BOXES SHALL BE "IS" TYPE BOXES WITH THREADED HUBS AS COMPLIANCE. WHEN INSTALLED, ALL PENDANT FIXTURES INCLUDING 5.AMERICAN NATIONAL STANDARD INSTITUTE THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO REQUIRED AND FULLY GASKETED UNLESS OTHERWISE NOTED. CONTINUOUS FLUORESCENT ROWS SHALL SWING A MINIMUM OF 20" IN 6.NEMA(NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION VERIFY DIMENSIONS, CLEARANCES, OBSTRUCTIONS, TYPE OF ANY DIRECTION. 7.ALL OTHER APPLICABLE STATE, LOCAL LAWS AND REGULATIONS CONSTRUCTION DOOR SWINGS SINK AND SPLASH BOARD DIMENSIONS 6.0 PANELBOARDS AND,SWITCHBOARDS AND BATH MIRRORS, TO CLEAR SWITCHES AND RECEPTACLES PRIOR TO RECESSED FIXTURES IN FIRE RATED CEILINGS AND SUPPLY AIR o$ WHERE THESE SPECIFICATIONS CALL FOR A HIGHER STANDARD THAN THE INSTALLATION. ALL SWITCHBOARDS AND PANELBOARDS SHALL BE CONSTRUCTED PER THE PLENUMS SHALL BE EITHER APPROVED FOR THE FIRE RATINGS OF THE ABOVE-MENTIONED RULES, THE SPECIFICATIONS SHALL GOVERN. NATIONAL ELECTRICAL CODE AND ALL LOCALLY ADOPTED AMENDMENTS. CEILING, OR SHALL BE FULLY ENCLOSED IN A FIRE RATED HOUSING ~" ■ WHERE ACCES$ PANELS FOR ACCOMMODATING ELECTRICAL WORK ARE WHERE REGULATIONS APPLY, CONSTRUCTION SHALL MEET REQUIREMENTS ACCEPTABLE TO LEGAL AUTHORITIES. SEAL ALL OPENINGS AS U ° h ■ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL LOCATED AND/OR SIZED ON THESE DRAWINGS, OR DRAWINGS PREPARED OF SERVING UTILITY. REQUIRED TO ELIMINATE AIR LEAKS. C) o 0 WORK IN ACCORDANCE WITH STAMPED PLANS APPROVED BY THE UNDER SEPARATE DIVISIONS OF THE WORK, IT SHALL BE THE v� ELECTRICAL DIVISION OF THE DEPARTMENT OF BUILDING AND SAFETY. CONTRACTOR'S RESPONSIBILITY TO RE-SIZE AND/OR PROVIDE SUITABLE ALL SWITCHBOARDS AND MOTOR CONTROL CENTERS SHALL HAVE COORDINATE LOCATION OF ALL LIGHTING FIXTURES WITH THE EXISTING ACCESS,PANELS FOR THE CONDITIONS. WHERE INSUFFICIENT SPACE WITHSTAND RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT CONDITIONS PRIOR TO STARTING WORK. PROVIDE MOUNTING METHOD AS o PRIOR TO CONTRACTOR SUBMITTING HIS BID, HE SHALL VISIT THE JOB EXISTS TO ACCOMMODATE LARGER ACCESS PANELS A SUITABLE WITH 42,000 AMP BEING THE MINIMUM. CONFIRM CONDITIONS WITH REQUIRED BY CEILINGS AND FIXTURES TO BE INSTALLED. e a SITE TO BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS OF THE NEW ALTERNATIVE IS TO MOUNT THE ELECTRICAL COMPONENTS TO THE SERVING UTILITY. SUBMIT CERTIFICATION OF COMPLIANCE WITH SHOP CONSTRUCTION AND ALL REQUIREMENTS THAT MAY BE IMPOSED BY THE BACKSIDE OF THE HINGED DOOR WITH AN APPROPRIATELY SIZED AND DRAWINGS. VERIFY TYPE OF MOUNTING FOR ALL LIGHTING FIXTURES WITH THE OWNER. FAILURE TO DO THIS WILL RELIEVE OWNER FROM ANY CODE APPROVED FLEXIBLE FITTING, THUS ALLOWING ACCESS TO EXISTING CONDITIONS PRIOR TO STARTING WORK. PROVIDE MOUNTING b �w m v� COANCIALOROBLIGATION FOR EXTRA WTAK NOTOR E C T INC RREBLEWO K BY THE HOURS, ELECTRICAL COMPONENTS FROM THE OCCUPIED SPACE IN LIEU OF THE ALL INTERRUPT THEEA DEVIICESFN EQUIPMENT.SHALL BE UL USED TO METHOD AS REQUIRED BY CEILINGS AND FIXTURES TO BE INSTALLED. ON-SITE STORAGE FACILITIES, AND AVAILABLE PARKING AND INCLUDE ALL LIGHTING FIXTURES SHOWN AND SPECIFIED ON THE ELECTRICAL THIS IN HIS BID. WHERE ELECTRICAL RACEWAYS ARE INSTALLED THROUGH 2 TO 4-HOUR ALL PANELBOARD SWITCHBOARDS SHALL BE GROUNDED IN ACCORDANCE DRAWINGS AS WELL AS THOSE REFLECTED ON THE ARCHITECTURAL, RATED FLOORS OR WALLS THE CONTRACTOR SHALL PROVIDE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCALLY ADOPTED INTERIOR DESIGN OR OTHER DRAWINGS PREPARED UNDER OTHER ALL PERMITS SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL APPROPRIATE FITTINGS PNOVED BY ALL LOCAL AUTHORITIES FOR THE AMENDMENTS. DIVISIONS OF WORK SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. INTENDED PURPOSE AND APPLICATION. FITTINGS SHALL SEAL TIGHT CONTRACTOR UNLESS OTHERWISE STATED. THE INTERIOR AND EXTERIOR OF EACH RACEWAY PENETRATION TO WALL-MOUNTED PANELS SHALL BE PROVIDED WITH TRIM AND,DOOR ACCURATE RECORD DRAWINGS SHALL BE MAINTAINED AND PRESENTED TO PROHIBIT FIRE PASSING FROM ONE AREA TO ANOTHER. WHERE EMPTY CONSTRUCTED OF CODE GAUGE SHEET STEEL AND SHALL HAVE FACTORY ALL FLUORESCENT FIXTURES WITH ELECTRONIC BALLASTS OPERATING AT THE OWNER AND THE ELECTRICAL ENGINEER AT THE TIME OF OCCUPANCY CONDUITS ARE INSTALLED FOR FUTURE USE, THE CONTRACTOR SHALL FINISH. DOOR SHALL BE FITTED WITH HINGES, SPRING CATCH LATCH 120 VOLTS SHALL HAVE A HARMONIC DISTORTION OF NOT MORE THAN NGINEEq PERMIT. PROPERLY SEAL THE RACEWAY TO COMPLY WITH THE PROVISIONS AND CYLINDER LOCK. PROVIDE 2 KEYS WITH EACH PANEL. PROVIDE 10%. b INDICATED ABOVE. THE ELECTRICAL CONTRACTOR SHALL SUBMIT TO DIRECTORY CARD HOLDER AND TYPEWRITTEN PANEL SCHEDULE. o°° THE GONTRATOR SHALL UNCONDITIONALLY GUARANTEE ALL HIS WORK THE ENGINEER FOR REVIEW THE PROPOSED FITTINGS TO BE USED AND PANELBOARD SHALL BE SO CONSTRUCTED AS TO,PROVIDE FOR ALL FLUORESCENT FIXTURES WITH ELECTRONIC BALLASTS OPERATING AT FOR ONE YEAR AFTER ACCEPTANCE AND FURNISH ALL MANUFACTURER DETAILS REGARDING THE INSTALLATION METHODS PRIOR Tp THEIR ADJUSTABLE ALIGNMENT OF TRIM AND INTERIOR PANEL. 277 VOLTS SHALL HAVE A HARMONIC DISTORTION OF NOT MORE THAN WARRANTIES FOR THE EQUIPMENT HE FURNISHES. INSTALLATION. THE INSTALLATION SHALL NOT BE COMPLETED UNTIL 20%. °' a FINAL APPROVAL HAS BEEN RECEIVED FROM THE ARCHITECT TO PROVIDE ENGRAVED NAMEPLATES IDENTIFYING SWITCHBOARDS AND THE CONTRACTOR SHALL INSTALL ALL ELECTRIC EQUIPMENT IN A NEAT PROCEED. PANELBOARDS. ALL EQUIPMENT NAMEPLATE IDENTIFICATIONS SHOWN ON 11.0 LAMPS °3ysi�y AND WORKMANLIKE MANNER. ELECTRICAL EQUIPMENT SHALL BE FIRMLY THE DRAWINGS ARE FOR REFERENCE ONLY. PRIOR TO FABRICATING THE SECURED TO THE SURFACE ON WHICH IT IS MOUNTED. AS A CONDITION FOR FURNISHING MATERIAL TO THIS PROJECT, THE FINISHED NAMEPLATES CONSULT WITH THE OWNER'S BUILDING INCANDESCENT LAMPS SHALL BE OF THE EXTENDED SERVICE TYPE, MANUFACTURERS AND SUPPLIERS AGREE TO DEFEND HOLD HARMLESS, ENGINEER FOR THE ACTUAL NOMENCLATURE TO BE USED. INSIDE FROSTED. RATING TYPE, ENVELOPE AND OTHER BASE AS N THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIVE (5) COPIES OF THE AND TO INDEMNIFY OWNER, ARCHITECT, ELECTRICAL LNGINEER, AND RECOMMENDED BY FIXTURE MANUFACTURER UNLESS SPECIFIEDUJI SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL WITHIN THIRTY (30) ALL RELATED SUBSIDIARIES AGAINST ANY LIABILITY ARISING OUT OF PROVIDE PANELBOARDS WITH SEPARATE GROUND BAR. OTHERWISE. DAYS AFTER THE AWARD OF THE GENERAL CONTRACT. IF SUCH A PRODUCT FAILURE OR MANUFACTURING DEFECT OF THE EQUIPMENT THEY Q SCHEDULE CANNOT BE MET, THE CONTRACTOR MAY REQUEST FURNISH. UNLESS OTHERWISE INDICATED ON PLANS, PANEL SHALL BE INSTALLED FLUORESCENT LAMPS SHALL BE OF 3500' K RAPID START, IN WRITING FOR AN EXTENSION OF TIME TO THE ARCHITECT. WITH TOP OF CABINET AT 6'-6" A.F.F. UNLESS OTHERWISE SHOWN ON DRAWINGS. U 2.0 DEMOLITION MANUFACTURERS SHALL BE SQUARE D, GENERAL ELECTRIC, OR SIEMENS HIGH INTENSITY DISCHARGE LAMPS OF TYPE RECOMMENDED BY FIXTURE SHOP DRAWINGS SHALL BE SUBMITTED ON ALL MAJOR PIECES OF THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE MANUFACTURER, GENERAL ELECTRIC, SYLVANIA OR WESTINGHOUSE. N ELECTRICAL EQUIPMENT, INCLUDING SERVICE-ENTRANCE EQUIPMENT NECESSARY DEMOLITION WORK REQUIRED TO ACCOMMODATE THE cn LIGHTING FIXTURES PANELBOARDS, SWITCHES, WIRING DEVICES AND REMODELING WITHIN THE VARIOUS AREAS RESTORE CONTINUITY OF WHERE LOADS ARE ADDED TO EXISTING PANELBOARDS THE PANEL 12.0 TRANSFORMERS ¢ c PLATES, AND EQUIPMENT FOR MISCELLANEOUS SYSTEMS. EACH ITEM OF ALL EXISTING CIRCUITING THAT IS TO REMAIN THAT BECOMES SCHEDULE SHALL BE UPDATED AND SHALL INDICATE YHE LOCATION AND EQUIPMENT PROPOSED SHALL BE A STANDARD CATALOG PRODUCT OF AN DISTURBED AS A RESULT OF THE NEW WORK. FURNISH ALL LABOR AND DESCRIPTION OF THE LOAD. TRANSFORMERS SHALL BE DRY TYPE, SHEET METAL ENCLOSED, CLASS 05 es ESTABLISHED MANUFACTURER. THE SHOP DRAWING SHALL GIVE MATERIAL TO REROUTE CIRCUITRY TO REMAIN, CONCEAL FROM VIEW IN H" INSULATION, TWO WINDING, WITH PRIMARY AND SECONDARY • COMPLETE INFORMATION ON THE PROPOSED EQUIPMENT. EACH ITEM OF PUBLIC AREAS AND MAINTAIN ALL CODE REQUIRED CLEARANCES AND ALL LUG CONNECTIONS TO PANEL BUSSING SWITCHES AND BREAKERS VOLTAGES AND KVA RATINGS AS SHOWN ON THE DRAWINGS. Z a• THE SHOP DRAWINGS SHALL BE PROPERLY LABELED, INDICATING THE ACCESSIBILITY. FIELD VERIFY ALL CONDITIONS AND REQUIREMENTS TO BE SIZED TO ACCOMMODATE CONDUCTOk SIZES INbICATED ON THESE INTENDED SERVICE OF THE MATERIAL, THE JOB NAME AND ELECTRICAL PRIOR TO STARTING WORK. WHERE EXISTING CONDUITS BECOME DRAWINGS. REDUCTION OF CIRCULAR MIL CAPACITY OF CONDUCTORS IS THREE-PHASE TRANSFORMERS SHALL BE DELTA CONNECTED ON PRIMARY Lu !«" CONTRACTOR'S NAME. EXPOSED AS A RESULT OF THE NEW WORK, CONTRACTOR SHALL REWORK NOT PERMITTED. ALL LUGS SHALL BE RATED FOR 75' C. WINDINGS. SECONDARY WINDINGS SHALL BE WYE CONNECTED. =�A WHERE EQUIPMENT IS IDENTIFIED BY MANUFACTURER AND CATALOG AS REQUIRED TO SUIT CONDITIONS TO CONCEAL SUCH CONDUIT FROM VIEW IN ALL PUBLIC AND BACK OF HOUSE AREAS. 7.0 CIRCUIT BREAKERS TRANSFORMERS SHALL BE PROVIDED WITH FOUR ((4)) 2-1 2% TAPS TWO NUMBER, IT SHALL BE CONSTRUED AS THE BASE OF REQUIREMENTS FOR ABOVE AND TWO BELOW NORMAL VOLTAGE ON PRltr(ARY WINDING. a ++ QUALITY AND PERFORMANCE. WHERE MANUFACTURERS FOR EQUIPMENT ALL WIRING WITHIN EXISTING OUTLETS ARE TO BE RE-IDENTIFIED MOLDED CASE CIRCUIT BREAKERS SHALL BE OF THE QUICK-MAKE, QUICK- � = 'Z •`■° ARE IDENTIFIED BY NAME, THE ELECTRICAL SUBCONTRACTOR MAY WITH EASY-MARKERS TO REFLECT THE NEW CIRCUIT DESIGNATIONS BREAK TRIP-FREE, THERMAL MAGNETIC BOLT-ON TYPE WITH ON-OFF- TERMINALS SHALL BE READILY ACCESSIBLE FROM TOP AND FRONT OF N t e e °°=8 SUBMIT FOR APPROVAL SIMILAR EQUIPMENT OF OTHER MANUFACTURERS WHERE REWORK OR EXISTING IS REQUIRED TO COMPLETE NEW WORK. TRIPPED POSITIONS. TRANSFORMER, WITH TOP ANDR FRONT PANELS REMOVABLE. a a •`� AS SUBSTITUTION. IT IS THE CONTRACTOR'S, RESPONSIBILITY TO pc < Iz «>� PROVIDE SUFFICIENT SUPPORTING DATA TO PERMIT EVALUATION OF THE ALL EXISTING ELECTRICAL EQUIPMENT AND MATERIAL THAT IS REMOVED CIRCUIT BREAKERS ABOVE 225 AMPERE TRIP RATING SHALL HAVE TRANSFORMERS 15 KVA AND LARGER SHALL BE IN A HEAVY GAUGE, PROPOSED SUBSTITUTE WITH RESPECT TO QUALITY, PERFORMANCE, AS A PART OF THIS WORK SHALL BE DELIVERED TO OWNER AT A INTERCHANGEABLE TRIP ELEMENTS. SHEET STEEL, VENTILATED ENCLOSURE. THE VENTILATING OPENINGS SERVICEABILITY, AND WARRANTY. THEENGINEER'S DECISION AS TO LOCATION ON THE PROPERTY THAT HE DESIGNATES. SHALL BE DESIGNED TO PREVENT ACCIDENTAL ACCESS TO LIVE PARTS WHETHER THE SUBMITTED EQUIPMENT IS ACCEPTABLE SHALL BE FINAL ALL BREAKERS SHALL BE CALIBRATED FOR OPERATION IN AN AMBIENT IN ACCORDANCE WITH UL NEMA AND NATIONAL, ELECTRICAL CODE AND BINDING. WHERE EXISTING OUTLETS AFFECTED BY THE NEW WORK ARE TO BE TEMPERATURE OF 40' C. STANDARDS FOR VENT&fED ENCLOSURES. SINGLE PHASE ABANDONED, REMOVE EXISTING OUTLET AND WIRING, CUT OFF AND PLUG TRANSFORMERS THROUGH 167 KVA AND THREE PHASE TRANSFORMERS ALL CHANGES NECESSARY TO ACCOMMODATE THE SUBSTITUTED EQUIPMENT EXISTING CONDUIT. WHERE THERE IS A POSSIBILITY TO REUSE A ALL MULTI-POLE BREAKERS SHALL BE SO DESIGNED THAT AN OVERLOAD THROUGH 112.5 KVA SHALL BE DISIGNED SO THEY CAN BE EITHER SHALL BE MADE AT THE CONTRACTOR'S EXPENSE AND SHALL BE AS APPROVED BY THE ENGINEER. DETAILED DRAWINGS PORTION OF THE EXISTING CONDUIT SYSTEM, EXTEND EXISTING IN ONE POLE AUTOMATICALLY CAUSES ALL POLES TO OPEN. FLOOR OR WALL MOUNTED. ABOVE 112.5 KVA THEY SHALL BE FLOOR INDICATING THE REQUIRED CHANGES SHALL BE SUBMITTED FOR CONDUIT TO NEAREST ACCESSIBLE LOCATION AND PROVIDE JUNCTION MOUNTED DESIGN. APPROVAL AT THE TIME THE SUBSTITUTION IS REQUESTED. BOX WITH SUITABLE COVER. COORDINATE EXTEND OF THIS WORK WITH ALL PANELBOARD CIRCUIT BREAKERS USED FOR DIRECT SWITCHING OR OWNER'S REPRESENTATIVE. LIGHTING CIRCUITS, SHALL BE SWITCH DUTY RATED. ALL TRANSFORMERS SHALL BE INSTALLED TO MEET THE MANUFACTURERS IF SUBSTITUTIONS ARE MADE I LIEU OF THE LIGHTING FIXTURES 3.0 WIRE AND CABLES ALL CIRCUIT BREAKERS SHALL HAVE A MINIMUM 10,000 AIC RATING RECOMMENDED NAMEPLATE CLEARANCES. SPECIFIED PHOTOMETRIC PERFORMANCE, FORM, DIMENSION, POINT BY POINT FOR 250V PANELS AND 14,000 AIC RATING FOR 600V PANELS. 13.0 TIMECLOCKS o PHOTOME7RIC STUDY, DESIGN AND PROFILE SHALL BE SUBMITTED TO THE ALL WIRING SHALL BE COPPER, MINIMUM SIZE #12-AWG, UNLESS NOTED ENGINEER FOR APPROVAL. BY "AL USA THHN IN DRY LOCATIONS ONLY AND THWN IN WET 8.0 FUSES PROVIDE TIMECLOCKS (WITH NUMBER OF POLES AS REQUIRED) BY LOCATIONS. AL" CONDUCTORS SHALL BE TYPE XHHW, ALL RATED AT "PARAGON" OR "FORK" AS FOLLOWS UNLESS NOTED OTHERWISE: m AT COMPLETION OF WORK, THIS CONTRACTOR SHALL CLEAN UP AND 600 VOLT. ALL ALUMINUM TERMINATIONS SHALL BE HI-PRESS TYPE, ALL FUSES SHALL BE AS MANUFACTURED BY GOULD SHAMUT, REMOVE ALL DEBRIS AND MATERIALS NOT INSTALLED IN WORK, BOLT ON. LITTLEFUSE, OR BUSSMANN MANUFACTURING CO. A. TIMECLOCKS FOR HVAC CONTROL SHALL BE 365 DAY TYPE WITH DISPOSE IN AN ENVIRONMENTALLY APPROVED MANNER, LEAVING MANUAL OVERRIDE AND HOLIDAY CAPABILITY. o a« PREMISES CLEAN. ALL FIXED ELECTRICAL APPLIANCES SHALL BE WIRED IN APPROVED 9.0 WIRING DEVICES z "s WIRING ENCLOSURES. 14.0 GROUNDING $ ELECTRICAL CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION SINGLE-POLE SWITCHES SHALL BE 20 AMPERES, 120/277 VOLT, AC, m o o i c°� SERVIC IF REQUIRED FOR THIS PROJECT TO MAINTAIN ESSENTIAL ALL FINAL FLEX CONDUIT CONNECTIONS TO ANY EQUIPMENT SHALL VERIFY FINISH COLOR WITH ARCHITECT, SIDE AND BACK WIRED, HUBBELL CAT. GENERAL: OROVIDE A COMPLETE GROUNDING SYSTEM AND SAFETY !E SERVICES DURING CIRCUIT CUT-OVER PERIODS. INCLUDE SUFFICIENT SLACK IN FLEX TO MOVE WITH THE EQUIPMENT. #HBL-1221-W EQUAL BY, G.E., PASS & SEYMOUR, OR LEVITON. GROUND ALL SERVICE DISTRIBUTION EQUIPMENT AND RELATED METALLIC m KKSSION FROM THE RE PERFORMING ANY E THREE-WAY S2 EQUIPMENT IN AN APPROVED MANNER AND AS REQUIRED BY NEC AND AS rn OR P TCHI GMSECURE IWM KRWH CHL PENETISS LIKE AE TO AFFECTU HECSTRERNETE GTTH OF A ING CONDU TORS WI FCOLOR CODE DACTTORYARY E PIPLIED COLOR ASD OLLLLOWS:NCH CIRCUIT VHBF 1223IW SWITCHES WITH LOUDEN BY G.E.E AN D&BACK WIRED, HUBBELL CAT SHOWN ON DRAWINGS. o CONSTRUCTION SHALL BE DONE BY THE MEANS DENOTED BY ARCHITECT. 208Y/120 VOLTS PHASE 480Y/27 VOLTS # GROUNDING CONNECTIONS SHALL BE MADE WITH THE FOLLOWING NAPES - OF CONNECTORS AS MANUFACTURED BY BURNDY, ILLSCO OR AN LACK A ROWN DIMMER SWITCHES SHALL BE SLIDE CONTROL SOOW, 120 VOLT, AC, EQUIVALENT MANUFACTURER. � IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL RED B ORANGE FOR INCANDESCENT LOADS OR AS INDICATED ON PLANS. EQUIPMENT AND WIRING AS REQUIRED AND AS INDICATED ON THE BLUE C YELLOW A. CABLE TO WATER PIPE TYPE "GAR" ELECTRICAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. SEE WHITE NEUTRAL WHITE B. CABLE TO UFER SYSTEM TYPE 'GAR" y MECHANICAL DRAWINGS FOR EXACT EQUIPMENT LAYOUTS AND GREEN GROUND GREEN DUPLEX RECEPTACLES FOR 120 VOLT SINGLE-PHASE SERVICE TO BE C. CABLE TO BOX OR CABINET TYPE "QAB" REQUIREMENTS INCLUDING SIZES VOLTAGES, CONTROL WIRING, RATED 20 AMPERES, 125 VOLT, BACK AND SIDE WIRED, 2-WIRE (NEMA-5-20R CONTROL DEVICES TO BE FURNISHED AND/OR INSTALLED, LOCATIONS GROUNDING TYPE, VERIFY FINISH COLOR WITH ARCHITECT, HUBBELL CAT. #HBL5362W ALL GROUNDING CONDUCTORS SHALL BE RUN IN CONDUIT AND SHALL BE AND OTHER REQUIREMENTS. 4.0 CONDUIT OR EQUAL BY PASS & SEYMOUR, G.E., OR LEVITON. INSULATED AS SPECIFIED. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS AND CONDUIT INSTALLED WITHIN CONCEALED AREAS MAY BE EMT OR RIGID DOUBLE QUPLEX RECEPTACLES 4-PLEX): TO BE SAME AS DUPLEX THE MAIN GROUNDING CONNECTIONS FOR THE SERVICE EQUIPMENT SHALL ROUTING TO BE DETERMINED IN THE FIELD TO SUIT CONDITIONS. STEEL IN EXPOSED AREAS SUBJECT TO CONDUIT DAMAGE, ONLY RECEPTACLES. TWO DUPLEX RECEPTACLES IN 4" X 4" OUTLET BOX BE MADE TO THE UFER GROUNDING SYSTEM AND TO THE WATER MAIN OR GALVANIZED RIGID STEEL MAY BE USED. ALL CONDUIT IN FINISHED WITH ONE TWO-GANG FACEPLATE. LEVITON, PASS & NEAREST ACCESSIBLE WATER PIPE WITH CLAMP OR FITTINGS MADE OF THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE AND OBTAIN AREAS TO BE CONCEALED SEYMOUR, G.E., OR HUBBELL. COPPER, BRONZE, OR OTHER SIMILAR NON-FERROUS MATERIAL. s APPROVAL FOR ALL NECESSARY ADJUSTMENTS IN CIRCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATIONS OF EQUIPMENT AND/OR A MAXIMUM OF 4' OF CONDUIT AND WIRE SHALL BE SOLAR EXPOSED ALL DEVICE PLATES SHALL BE OF THE UNBREAKABLE PLASTIC "STA-KLEEN" TYPE, RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS AS MEASURED BY DEVICES WHICH ARE AFFECTED BY ANY APPROVED AUTHORIZED CHANGE. MANUFACTURED BY PASS & SEYMOUR, LUTRON, LEVITON G.E., OR HUBBELL AND EITHER THE "FALL OF POTENTIAL" METHOD OR BY "DIRECT READING s ALL HANGES SHALL BE CLEARLY INDICATED ON THE RECORD (AS- ALL CONDUITS, INSTALLED UNDERGROUND SHALL BE MINIMUM 1". OF VERIFY FINISH COLOR WITH ARCHITECT. DEVICE PLATES FOR EQUIPMENT, STORAGE, AND GROUND RESISTANCE." BUILT DRAWINGS. UNDERGROUND CONDUITS SHALL BE PVC, SCHEDULE 40 ELECTRICAL KITCHEN AREAS SHALL BE STAINLESS STEEL. CONDUIT, A� MANUFACTURED BY CARLON OR EQUAL UNLESS NOTED CONNECTIONS TO THE WATER MAIN SHALL BE MADE ON THE "STREET " ALL MATERIAL AND EQUIPMENT SHALL,BE NEW, UL APPROVED, APPROVED OTHERWISE. OUTLETS AND DEVICES SHALL BE SET RIGID, PLUMB, FASTENED §IDE" OF THE WATER METERS. IF THE CONNECTION IS MADE ON THE BY THE LOCAL JURpDISDICTION AND, UNLESS OTHERWISE NOTED SHALL SECURELY; WHERE CONCEALED, SET FLUSH WITH FINISH SURFACE. BUILDING SIDE" OF THE METERS, SUITABLE COPPER JUMPERS OF EQU PMENNTHEXPOSEDINSTALLED TO WEATHER SHALL SHALL BETUILALISTEDTWEATHERPROOF. METALLIC RACEWAYS UNLESS NOTED• ELECTRICAL CONTRACTOR MAY OPT WIRING CONNECTIONS: CURL WIRE AROUND TERMINAL SCREWS AND FLEXIBLE, STRANDED INSULATED CABLE, BY-PASSING ALL METERS, ` TO USE SCHEDULE 40 PVC WHERE PERMITTED BY CODE AND THE OWNER. TIGHTEN SCREWS FIRMLY. SNAP-IN, PRESSURE-TYPE TERMINALS NOT SHALL BE PROVIDED AND INSTALLED, ALL IN ACCORDANCE WITH LOCAL CODE. ALL MOTORS OR EQUIPMENT LOCATED OUT OF SIGHT OR MORE THAN 50 IF PVC IS USED, ELECTRICAL CONTRACTOR SHALL SIZE ALL SUCH ACCEPTABLE. FEET FROM THE PANEL SHALL HAVE HORSEPOWER RATED DISCONNECTS CONDUITS AS REQUIRED TO IN GROUND CONDUCTOR, AND SHALL ALL GROUNDING CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INSTALLED AT THE MOTOR EQUIPMENT. SIZE GROUND WIRE PER CODE. PVC RACEWAYS SHALL NOT BE EXTERIOR DUPLEX RECEPTACLES ggFOR 120 VOLT, SINGLE-PHASE SERVICE INJURY AND SHALL BE RIGIDLY SUPPORTED. UNLESS OTHERWISE INSTALLED ALL REQUIRED POWER OUTAGES THAT ARE NECESSARY IN ORDER TO GROUNDING ABOVE CONDUCTOR SIZED D. ALL ER THE NED_�11TS SHALL INCLUDE A GOCBTM RATED WP2 HUBBELL 9TRES II FS362iNAAAYMACDCORPORATION #20510(COVER OR OR) SHOWNFILL UNLESSUND PRO ECTEDCBYYRST ELL CONDUITALL NOT BE RUN IN ANPD BOTH ONCRETE ENDS NDS OF THE OR COMPLEETE ANY PORTION OF THE WORK SHALL BE ENTIRELY AT THE CC EQUAL. CONDUIT S SHALL BE TORIDED SHALL BE BOLEDROVED TYPE PED, TO OWNERS CONVENIENCE AND AT A TIME DESIGNATED BY HIM AND BE ALL PVC UNDERGROUND CONDUITS SHALL UTILIZE COATED OR WRAPPED FULLY COORDINATED WITH THE OWNER'S REPRESENTATIVE. A MINIMUM RIGID STEEL ELBOWS AND RISERS WHEN RISING ABOVE GRADE EXCEPT ALL RECEPTACLE AND SWITCH COVER PLATES SHALL CLEARLY INDICATE, EQUIPMENT OR CONDUIT. NO SOLDER CONNECTIONS ARE ALLOWED. " OF 48 DESIRED. OF ADVANCED CED NOTICEAPPROVEALL BE OF GIVEN TO THE OWNER BEFORE THIS F IN APPROVAL AREAS NOT FROM SUBJECT TO D .MAGE AND WITH PRIOR WITH PERMANENT BLACK MARKER ON THE INSIDE OF THE PLATE THE Q CIRCUIT NUMBER AND THE SOURCE OF POWER FEEDING THAT SWITCH OR GROUND ALL INTERIOR METALLIC WATER AND GAS PIPING PER CONTRACTOR DISCONNECTS ANY CIRCUITS. CONTRACTOR SHALL RECEPTACLE. REQUIREMENTS OF THE LOCAL AUTHORITIES. W Z FURNISH, INSTALL, AND REMOVE ANY TEMPORARY JUMPERS ETC. TO MAINTAIN A MINIMUM OF 6" CLEARANCE BETWEEN ALL CONDUIT > M MAINTAIN ALL LOADS THAT THE OWNER DESIGNATES AS NOT BEING ABLE SLEEVES. VERIFY WITH GENERAL CONTRACTOR. ALL LIGHTING (CONTROLS SHALL BE +48" TO +36" AND WITHIN SIGHT PROVIDE A SEPARATE GREEN GROUND IN ALL FLEX CONDUIT. g TO SHUT DOWN DURING CONSTRUCTION. OF LIGHTING FIXTURES. CAC-24. a cr Ll THE ELECTRICAL CONTRACTOR SHALL PROVIDE EXPANSION/DEFLECTION>'b 15.0 LIFE SAFETY D Q SHOULD ANY CONDITIONS EXIST THAT DIFFER FROM WHAT IS INDICATED FITTINGS FOR CONDUITS CROSSING EXPANSION JOINTS. FITTINGS ALL CONVENIENCE RECEPTACLES SHALL BE +15". CAC-24. W ON THESE DRAWINGS THAT CAUSE DEVIATIONS IN THE WORK SHOWN, THE SHALL BE SUITABLE FOR CONDITIONS TO BE ENCOUNTERED. VERIFY CONTRACTOR SHALL FURNISH AND INSTALL NEW LIFE SAFETY DEVICES O Erw U CONTRACTOR SHALL IN A TIMELY MANNER SO NOT TO IMPAIR THE WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. SUBMIT ALL HEATING AND COOLING CONTROLS SHALL BE +48". CAC-24. IN THE AREAS OF,WORK. ALL DEVICES ARE TO BE OF THE SAME cr CONSTRUCTION SCHEDULE OR SEQUENCE OF EVENTS, SUBMIT A WRITTEN SHOP DRAWINGS FOR REVIEW. MANUFACTURER UNLESS NOTED AS THE EXISTING BUILDING LIFE SAFETY O ;i 11 REPORT OF THE CONDITIONS FOUND TO THE OWNER S REPRESENTATIVE 10.0 LIGHTING SYSTEM AND FULLY APPROVED FOR INSTALLATION BY ALL AUTHORITIES. Z Z W r� FOR APPROPRIATE DIRECTION ON HOW TO COMPLETE THE WORK IN PARKING LOT CONDUITS SHALL HAVE A MINIMUM 24" OF COVER. AT NO TIME SHALL THE CONTRACTOR DISCONNECT OR DISABLE ANY PART U cr QUESTION. ALL LIGHTING FIXTURES SHALL BE UL LISTED. OF THE BUILDING LIFE SAFETY SYSTEMWITHOUT APPROVAL OF THE W 5.0 OUTLET, PULL AND, JUNCTION BOXES Z _ PROVIDE LIGHTING FIXTURES WHERE INDICATED ON PLANS AND AS BUILDING LIFE SAFETY DIRECTOR. COORDINATE ALL REQUIRED WORK (n J 0 - WITH THE BUILDING LIFE SAFETY DIRECTOR. UJ Ul JUNCTION BOXES AND OUTLET BOXES SHALL BE SIZED PER CODE, BUT INDICATED IN FIXTURE SCHEDULE. LAMPS SHALL BE PROVIDED BY THE � � J IN NO CASE LESS THEN THE FOLLOWING: OUTLETS WITH 9 OR LESS CONTRACTOR. CONTRACTOR SHALL INCLUDE IN HIS BID ALL LABOR AND ALL FIRE ALARM RELATED BACK BOXES JUNCTION BOXES, AND BLANK < W 12 CONDUCTORS SHALL BE 4/S X 2-1/2 //D AND OUTLETS WITH 10 MATERIAL TO INSTALL ALL FIXTURES, INCLUDING THOSE FURNISHED BY COVER PLATES SHALL BE PAINTED DARK RED IN COLOR FOR a w a HROUGH 18 CONDUCTORS SHALL BE 4- 1/16" S X 2-1/8"/D. THE OWNER. PROVIDE 1-1/2 CEILING SPACERS FOR FLUORESCENT IDENTIFICATION. Y X Y FIXTURES WHERE REQUIRED. { ALL JUNCTION 0XES SHALL CLEARLY INDICATE WITH PERMANENT BLACK ALL FIRE ALARM CONTROLS SHALL BE +48". CAC-24. Q Q X Q E MARKER, IN 1/ J X J °c SOURCE OF POWER OF ALL CONDUCTORS CONTAINED WITHIN THAT APPROVED FOR THE NUMBER OF CONDUCTORS REQUIRED. BOXES MAY BE 16.0 UTILITY JUNCTION BOX. LOCATED IN NEARBY ACCESSIBLE AREAS SUCH AS STORAGE ROOMS,a sheet No.EQUIPMENT ROOMS, CLOSETS, ACCESSIBLE CEILING SPACES OR IN ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND OUTI■ETS FOR THE ATTACHMENT OF THE FIXTURES TO BE PROVIDED WITH REMOTE AREAS AS APPROVED, BUT NOT WHERE VISIBLE TO PUBLIC. TELEPHONE SERVICES, EQUIPMENT LOCATIONS, ETC. WITH UTILITY 3/8 MALLEABLE IRON FIXTURE STUDS AND BOX HANGERS WHERE COMPANIES PRIOR TO BID AND START OF WORK. INCLUDE ALL RELATED a g REQUIRED. EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE PROVIDE LENSED COSTS FOR THIS PROJECT AS PART OF BID PROPOSAL. Ell LIGHTING FIXTURES WITH LENSES OF 100% PURE VIRGIN ACRYLIC. PROJECT SHALL BE BID WITH LIGHTING FIXTURES AND OTHER EQUIPMENT AS SPECIFIED ON PLANS. SUBSTITUTIONS SHALL BE LISTED AS ALTERNATE. SHEET NOTES 1. VERIFY LOCATION OF AL BUILDINGS AND APPENDITURES ON ARCHITECTURAL AND CI�IL PLANS. 2, CONTRACTOR SHALL VERIFY LOCATION&REQUIREMENTS OF ALL ELECTRICAL DEVICES PRIOR TO BID.ROUGH-IN&INSTALLATION. 3. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THR CONTRACTOR€JCCEED ROUTING INDICATED ON DRAWING. ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. U 4. FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING.SCHEDULE AND COORDINATE ALL SITE WORK WITH OWNER PRIOR TO ANY TRENCHING. 5. ALL CONDUIT 90°CONDUIT BENDS AND RISERS SHALL BE PVC COATED RIGID STEEL. y C 6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL Cd SERVICE REQUIREMENTS WITH SERVING UTILITY. V V 7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE p p� / SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL,WITH WRITTEN APPROVAL RECEIVED PRIOR TO SUBMISSION TO ELECTRICAL ENGINEER FOR APPROVAL. .V 8. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON 46 m �i ARCHITECTURAL AND CIVIL PLANS. p p N p m j b p t` p D / *X?STING RE5IDENGE 9. MINIMUMCONDUIT BURIALDEPTH IS 24',36-MINIMUM BELOW O m>...W STREETS&PARKING LOTS FOR 0-600 VOLT SYSTEMS. O / 10. CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS. 11. / 1. O ._ .......-- .....-_-- ........... .. ..._ 'CONDUIT MINIMUM UNDERGROUND. , .... _.___._ ......... ..._ „_,- ....... ,....... ,,.,.. 12. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT / WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CON/� \ ELECTRICAL DRAWINGSNTRICAL DEVICES, OR NOT. REQUIRED WHETHER SHOWN ON �N01NEEq 13. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS o' RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER o LOCAL AUTHORITIES HAVING JURISDICTION. / sl � N6 RE5IDENGE O KEYNOTES � -X5T I LLI 5-C.O.FOR SCE PRIMARY.VERIFY AND PROVIDE PER SCE REQUIREMENTS. H \ I 2 (2)4'C.0 FOR GTE TELEPHONE SERVICE DUCT VERIFY AND PROVIDE PER GTE 8 REQUIREMENTS. C.> ` / \ \\ \\ �a BULDIN6 3O SCE SERVICE TRANSFORMER CONCRETE PAD/SLAB-BOXY CONTRACTOR PROVIDED N AND INSTALLED PER SCE REQUIREMENTS, X\)` � �����-�� ��- --- � � _ - �-- ------ ---�� - -- -- -- O FIELD VERIFY LOCATION OF GTE TELEPHONE STUB-OUT.CONNECT TO EXISTING Q 4 GTE STUB-OUTS AND EXTEND TO NEW POINT OF DEMARCATION(TELEPHONE i i ; �' ' \\�•\ � \\ #a / BACKBOARD).PROVIDE PULL ROPE PER GTE REQUIREMENTS, ca a s \ FIELD VERIFY LOCATION OF SCE PRIMARY DUCT STUB-0UT,CONNECT TO EXISTING Z Q c cy \ ALES \ 2$ - I PRIMARY STUB-UP AND EXTEND TO NEW SCE TRANSFORMER PROVIDE PULL D Y \\ �\\ }�. -.,iM --I M /AC ANT ROPE PER SCE REQUIREMENTS e •`p - (. cn VERIFY 8 PROVIDE CONNECTIONS AND DEVICES TO PRIOR T R SIGN PER VENDORS SHOP (p i,l s DRAWINGS.VERIFY SIGN VOLTAGE REQUIREMENTS PRIOR TO ROUGH-IN. V� / X- # /vASH RAG C ; a v v v \ V A A — DE :TA m S �+ = — 7 SEE DRAWING E2.4 FOR FEEDER REQUIREMENTS pit ii. p.e i � � \ 26 2'X3'X3'TRAFFIC CONCRETE PULL BOX ! 4 a>.ei / \ \ \ 1 mill #a \ M. DIUM DUTY I {=NT�1�Y! 1 °lD - /.AGANT BMWM PANEL i 4 � � e 'k, —Its O �� I , FA I "24' # 9UILDIN6 MS"1 SHOYiiO!OI'4 ____ OYRHANC, OUIll ■ $ \ ASOVE —� .. \ . II ` Y .. ......... b G N. 2 I , _.. -- 3#a 5._ - #8 ......f ..._ _.. '�LPL x�L fl-i—I- .... P3-24 i f/ \ \` e 34.J #8 ___ 24__ -. -__ .� _ ......... ..-....... ......... _...... ............. ! 00 01 cps _ I - - - - - i ,. /AGANT o - k IL ....._.. -- 22 - I .... .... RI l/E - _ - _ _ _ —i \ __. .. ...._l.. ..... ... DISPLAY .......... .... ....... _.. .......— _r. fLOT -22 \ ........ ._...4...... ..... _�................. ...... 1 ......... II I —, __._. •MAIN 9YWTGFBOARC { PARK NG __._. 6YfE APG i `itt`3_-*#e 22 _ -- -- ,fi- 6Ssa c ✓AGANT ....A. 3A �4 55 51 22 #a 22 — — — # -- I -- x 9GE . ... �.. 1 — a I . ' 7 I _a�.. .. ....... -�- G I ....... —_ E I CEI y #a 20` 20 — E n er n26 .... ✓AGANTy r$ - 1 1 1 : I t� # I#'tip 1 i 1 j i Ya. —• /) "y\ '"1� 'yT j A V E VU7E vERI50PL�, ,F, 5GE PRIMARY 5 E4.0 AVEiiIE 7IRON —PAINTED OR�IAMENrAI_ o -. ......... __ ..... ......- - T T _ - ....... _ - -... --...... _._..__.. ........ --- - TYPICAL: POLE MOUNTED __..... ...-...... - J / REGEPTAGLE,6FI,HP ; Z CC s a O "g J w O jr wv 0 ? wcc a SITE i=OWNER PLAN -- I—i I—I_�� N w z SCALE I" 40'-0" 0102Q3040.�0 100 O w O J Q w a w Q Q X w ¢ E g J X J o - C O Sheet o. a E`.O d TITLE 24 ENERGY COMPLIANCE FORMS _ ............... ..... ... ........ __ CERTIFICATE OF COMPLIANCE —LNrt 1 of 3� _ _LTG-1 CERTIFICATE OF COMPLIANCEPart 2 of 3� LTG-1 LIGHTING MANDATORY MEASURES ............... _ _ ........ ..... . .... PROJECT NAME PARADISE GROUP LAKE ELSINORE DATE OS-13-04 PROJECT NAME PARADISE GROUP LAKE ELSINORE GATE 05-13-04 PROJECT ADDRESS .. _ .......... -.... - �--� XXXX AUTO CENTER DRIVE INSTALLED LIGHTING SCHEDULE -- — -- _.___. _... —.._ rs _T ® w I —OFF TELEPHONE � ., P«!n4/ -- -- RL DING LIGHTING SHUT PRINCIPAL DESIGNER-WIINNG - LAMPS BALLAST Luminaire TOTAL GQAIG HOOD BOS fi41-4012 WATTS o.. DOCUMENTATION AUTHOR GNetlked b le q Nome LUMINAIRE Typa No. of Watts Typs No. of No. of Watts/ THE BUILDING LIGHTING SHUT-OFF SYSTEM CONSISTS OF AN AUTOMATIC TIME SWITCH, CRAIG HOOD B05 641-4012 Ehfd(ef!Ilept cY Use DESCRIPTION DESCRIPTION Lamps Per Lamp DESCRIPTION Ballast Lumin. Lumin. WITH A ZONE FOR EACH FLOOR: OR +� $ .............. — —_ -- THE BUILDING IS SEPARATELY METERED AND LESS THAN 5,000 SQUARE FEET; EXEMPT FROM ;;-1 a GENERAL INFORMATION F 2X2 LAY IN FLUORESCE 2 32 E 1 122 64 7808 THE SHUT—OFF REQUIREMENT. DATE OF PLANS / / BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE F2 2X4 LAY IN FLUORESCE 3 32 E 1.5 89 96 8544se F4 STRIP FLUORESCENT 2 32 E 1 144 64 9216 ® OVERRIDE FOR BUILDING LIGHTING SHUT-OFF TA N l BUILDING TYPE ®NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL WEST ROOM a o c F6 2X4 LAY IN FLUORESCE 2 32 E 1 12 64 1152 THE AUTOMATIC BUILDING SHUT—OFF SYSTEM IS PROVIDED NTH A MANUAL ACCESSIBLE d 1 o PHASE of CONSTRUCTION®NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED(File Affidavit) C 2X2 HID HID 1 250 E 1 29 250 7250 OVERRIDE SWITCH IN SIGHT OF THE LIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED a COMPLETE BUILDING ❑AREA CATEGORY �tAitDRED ❑PERFORMANCE 5,000 SF. _ .b t�Fao>.rwb STATEMENT OF COMPLIANCE ® aurordan CONTROL DENIES CERTIFIED _ ...... _ o This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,Parts 1 ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE ERTinED, ALL ALTERNATE and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. x+ The documentation preparer hereby certifies that the ®documon is accurate and complete. I U,,°r•SCFNr BALLAST•cT AND LUMINARIES CERTIFIEDci .r DOCUMENTATION AUTHOR CRAIG HbOD SIGNATURE I( 8 Exterior Lightingle on Plans Shows XXX ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN Meets SUBTOTAL FROM THIS PAGE THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. �NGINEIq h DATE Lighting Schedule i. The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is Efficacy and PLUS SUBTOTAL FROM CONTINUATION PAGE 33970 consistent with the other compliance forms and worksheets,with the specifications,and with any other calculations sYibmitted with this cy Control Requirement of C 130(c) 0 TANDEM HARING FOR TWO-LAMP BALLASTS oi�"r°ao permit application.The proposed building has been designed to meet the lighting requirements contained in the applicable parts of PORTABLE LIGHTING (From LTG-1 Part 3 of 3) .._.. Control Requirements of 9 131(f) Sections J10,119,130 through 132,146 and 149 of Title 24,Port 6. _: LESS CONTROL CREDIT WATTS (From LTG 3) 0 ALL ONE AND THREE LAMP FLUORESCENT FIXTURES ARE TANDEM WIRED WITH TWO (2) $ ADJUSTED ACTUAL WATTS XXX LAMP REEAST LAMPMERE FLUORES FLRED BY UORESCENT FIXTURES AREDS 132;SPECIFIEDRWITH ELECTRONIC HIGH— Please check one HIGH- Please MANDATORY AUTOMATIC CONTROLS FREQUENCY BALLASTS AND ARE EXEMPT FROM TWO—LAMP TANDEM WIRING _ — — REQUIREMENTS. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document NOTE TO fn as the person responsible for Its preparation; and that I am licensed in the State of California as a civil engineer or electrical CONTROL LOCATION CONTROL CONTROL TYPE engineer or I am a licensed architect. Room IDENTIFICATION Auto ikns Switch,Eovior,etc. SPACE CONTROLLED FIELD ® INDIVIDUAL ROOM/AREA CONTROLS F_ ALL OFFICES Ob - BI=LEVEL SWITCHING ALL OFFICES EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR a I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR-TO-CEILING WALLS. U O ® UNIFORM REDUCTION FOR INDIVIDUAL ROOMS cn I affirm that I am eigible under Division 3 of the Business and Professions Code to sign this document because It pertains to a ! N - structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.E ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 1.2 WATTS PER a w SQUARE FOOT OF LIGHTING LOAD SHALL BE CONTROLLED WITH BI—LEVEL SWITCHING FOR o a (These sections of the Business and Professions Code are pr to in II in the Nonresidential Manual) - - — UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. CONTROLS FOR CREDIT __ PRINCIPAL LIGHTING DESIGNER-NAME SIGNATURE I TYPE OF LUMINARIESflELD ® AREA CONTROL Z a CRAIG HOOD IDATE JUG' E 15392 CONTROL LOCATIONg. IDENTIFICATION Oau n�Daylght,Dimming,petc,) LUMINARIES CONTROLLED NOTE TO A DROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, U) c =_�• LIGHTING MANDATORY MEASURES _ ..... AT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50% ? OF THE LAMPS IN EACH DAYLIT AREA CONTROLLED BY A SEPARATE SWITCH; OR Indicate location an plans of Note Block far Mandatary Measures E1.2 THE EFFECTIVE USE OF DAYLIGHT THROUGH CANNOT BE ACCOMPLISHED BECAUSE THE e o w• _ ---•. _ WINDOWS ARE CONTINUOUSLY SHADED BY A BUILDING ON THE ADJACENT LOT. DIAGRAM cn z e` so�$ INSTRUCTIONS TO APPLICANT _........ OF SHADING DURING DIFFERENT TiMES OF YEAR IS INCLUDED ON PLANS. Q a •`o _ _� OC t d For detailed instructions on the use of this and all Energy Efficiency Standards compliance forma, ® CONTROL OF EXTERIOR LIGHTS please refer to the Nonresidential Manual published by the California Energy Commission. -- ;; — g Department Use Only LTG-1: Required an plans for all submittals. Part 2 and 3 may be incorporated in schedules on plans NOTES TO FIELD FoeBuilding De LTG-2: Required far all submittals. _. --- -... - ----— ---- --- EXTERIOR MOUNTED FIXTURES AND SERVED FROM THE ELECTRICAL PANEL INSIDE THE LTG-3: optional. Use only if lighting control credits are taken. BUILDING ARE CONTROLLED WITH A DIRECTIONAL PHOTO CELL CONTROL ON THE ROOF LTG-4: Optional Part 2 and 3 and LTG-5 are optional If'tailored Method is used AND A CORRESPONDING RELAY IN THE ELECTRICAL PANEL, Nonresidential Compliance Form January 2001 Nonresidential Compliance Form January 2001 PORTABLE LIGHTING WORKSHEET (Port 3 of 3) LTG 1 LIGHTING COMPLIANCE SUMMARY _ LTG-2 a — _ _ .. ........ ............ .. ........ __. .... ._ ...__.. .....-. [PliOJECT NAME DATE PROJECT NAME DATE PARADISE GROUP LAKE ELSINORE os-13 04 PARR LSE GROUP, LAKE ELSINORE 05-13-04 TABLE 1A — PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREA >250 SQUARE FEET ACTUAL LIGHTING POWER _._ _ A B C D LUMINAIRE IYRt! NUMBER OF WATTS PER LUMINAIRE CFC 11E1FA1li t TOTAL z° �Y NAME DESCRIPTION LUMINAIRES (including Ballast Y N WATTS 0 ROOM 1f AREA TOTAL WATTS 64 i� 78Q8 OR ZONE ID DEFAULT (SF) (B X C) F 2X2 LAY IN 122 QD � U U 0.2 F2 2X4 LAY IN BSI 96 x l 8544 17 9216 0 0.2 F4 STRIP 144 64 --y' 0.2 0.2 F6 2X4 LAY IN 12 64 XI i1 1152 N - 0.2 250 L� 7250 =� 0.2 C 2X2 HID 29 p F u IN DOCUMENTATION AUTHORS OPINION TOTAL in i= LIGHTING LEVEL PROVIDED BY OVERHEAD .... LIGHTING MEETS THE NEEDS OF THE WORK TABLE 1B PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA >250 SQUARE FEET SPACE A B C D E F — G SUBTOTAL FROM THIS PAGE 33970 PORTABLE LIGHTING LUMINAIRE(S) NUMBER TOTAL AREA TOTAL a ROOM DESCRIPTION(S) PER WATTS PER TASK AREA OF TASK (SF) WATTS OR ZONE ID TASK AREA TASK AREA (SF) AREAS (D X E) (C X E) PLUS SUBTOTAL FROM CONTINUATION PAGE 0 PORTABLE LIGHTING (From LTC-1 Part 3 OF 3) 0 g ..... LESS CONTROL CREDIT WATTS (FROM LTG 3) 0 ag 70 ADJUSTED ACTUAL WATTS 33970 ALLOWED LIGHTING POWER (Choose One Method), — ..... COMPLETE BUILDING METHOD a ......... ........ ........ ...................._....................... ..............._............ — s BUILDING CATEGORY(From 148(b)Table 1-M) WATTS COMPLETE ALLOWED PER SF ,LOG. AREA WATTS RETAIL STORE 1.7 29000 49300 TABLE iC — PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREA >250 SQUARE FEET AREA CATEGORY METHOD ----- — Z a ROOM # TOTAL AREA Desi ner needs to provide detailed documentation that the lighting WATTS WATTS ALLOWED W OR ZONE ID (SF) 9 P AREA CATEGORY (From ® 146(b) Table 1-N) level provided by the overhead lighting meets the needs of the PER SF SF WATTS apace. The details include luminairs types, CU, and mounting a ILL location relative to work areas. w JQ g0 Er TOTAL _. BUILDING SUMMARY — PORTABLE LIGHTING O ILL, U (� Z U O TOTAL ARE BUILDING SUMMARY (SF) TOTAL WATTS w ^a (FROM TABLES 1A+1B+1C) (FROM TABLES 1A+1B) Q w TOTALS AREA WATTS J aW BUILDING TOTAL TAILORED METHOD _ — __ Q Q X YQ Enter on LTG land 2:Portable Lighting TOTAL ALLOWED WATTS (From LTG-4) ==I a- J X J °J January 2001 E : January Nonresidential 2001 Compliance Form o - Nonresidential Compliance Form Sheet No. c `o s E1.2 L �� o "F a � . 0 SHEET NOTES O KEYNOTES 1, VERIFY LOCATION OF ALL BUILDINGS AND APPENDITURES ON B. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON 1O HOMERUN VIA SHOP BUILDING EXTERIOR LIGHTING CONTACTOR ARCHITECTURAL AND CIVIL PLANS. ARCHITECTURAL AND CIVIL PLANS. Q2 HOMERUN VIA SITE LIGHTING CONTROL CABINET 2. CONTRACTOR SHALL VERIFY LOCATION$REQUIREMENTS OF ALL 9. MINIMUM CONDUIT BURIAL DEPTH IS 24',36'MINIMUM BELOW ELECTRICAL DEVICES PRIOR TO BID.ROUGH-IN a INSTALLATION. STREETS&PARKING LOTS FOR 0.6DD VOLT SYSTEMS. 3. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE 10. CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS. CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING. 11, 1'CONDUIT MINIMUM UNDERGROUND. ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS, 12. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL U 4. FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONNECTIONS,DEVICES,AND WIRING REQUIRED WHETHER SHOWN ON TRENCHING.SCHEDULE AND COORDINATE ALL SITE WORK WITH OWNER ELECTRICAL DRAWINGS OR NOT, 1� PRIOR TO ANY TRENCHING. 13, CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXESAS REQUIRED 5. ALL CONDUIT 9D'CONDUIT BENDS AND RISERS SHALL BE PVC TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS COATED RIGID STEEL. RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER y C LOCAL AUTHORITIES HAVING JURISDICTION. o .+ 6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL P°i'•o C SERVICE REQUIREMENTS WITH SERVING UTILITY. 0 9H o 7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE O .t as Al SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL,WITH Y 1 u WRITTEN APPROVAL RECEIVED PRIOR TO SUBMISSION TO ELECTRICAL cn 0p q ENGINEER FOR APPROVAL. C, q'a Q,O 1 9 d, o /OSR i M al Q utv gonel Ufi"1m> u O O x i �11GIN ER h i y rr� 2 DLPI-2628 i / .. , .... . 2 w MATCH LINE GHLINE - - — — — — — — — — — — — — — — — _ _ _ _ _ - - - _ _ _ _ _ _ _ _- - - - - - - — — — — — — — — — — — — — — — — — SEESHT E22 i Q v cn I 3n, 313�I 3139 v m mnmm F a o \ / r - W >.. ABO Mt s l je'go� ;_:. ';• I #6—,! ._i:-../�./—f l28• //_�-_V dCa)y�AIII --�--- -- V '-..�I�'r•,y-fi,-,—,,I;,,I 8e6 J / k.z o...... A ' m,m 4.... . _k � ... - _ -..-.-- _-. acm n o` �e•o o#d C2 5 P20 i— r_czQ e ......_.. 35 353335 33 DL'1-37$w J SEE MAN LINE 10 ......., . wDLPI-2931 j EL 14,16 —— —1+- 22,24 24,31 3385 3335 j AUTO SALESCL DISPLAY LOT DLPI-18,20 DLPI-25,2'1 .... ......� , , - #11 1416 20 ao,l �2 TYPICAL — M1l 4:1# a #a_ Io,I — • •!*a/ �-,i- 1— = — + —// 21 23 212368 68 6A W Z >DLPI-10,12 OLPI I �ti DLPI-1915 W #a w U cZZw— 10,12 24 46 24 #e . 24 4'1,9 ne I'd9 #e I1,191 W � WpaQZW � SL2 5 SL1 5 Q W aw XYj $ QQXTYPICAL TYPICAL c Q E 0 c Sheet No. Y ........ E2.1 F FART I AL S 1 TE PLAN-EAST L 16HT 1 NG PLAN " 5—ALE I" : 20'-0" IN 0 5 1015 2cus 50 SHEET NOTES O KEYNOTES 1, VERIFY LOCATION OF ALL BUILDINGS AND APPENDITURES ON e. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON 1O HOMERUN VIA SITE LIGHTING CONTROL CABINET ARCHITECTURAL AND CIVIL PLANS. ARCHITECTURAL AND CIVIL PLANS. 2. CONTRACTOR SHALL VERIFY LOCATION&REQUIREMENTS OF ALL 9. MINIMUM CONDUIT BURIAL DEPTH IS 24',36'MINIMUM BELOW ELECTRICAL DEVICES PRIOR TO BID.ROUGH-IN&INSTALLATION. STREETS&PARKNG LOTS FOR 0-600 VOLT SYSTEMS. 3. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE 10, CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS, CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING. 11. 1'CONDUIT MINIMUM UNDERGROUND. ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 12, COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL U 4. FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONNECTIONS,DEVICES,AND WIRING REQUIRED WHETHER SHOWN ON �y TRENCHING.SCHEDULE AND COORDINATE ALL SITE WORK WITH OWNER ELECTRICAL DRAWINGS OR NOT. i--� PRIOR TO ANY TRENCHING. 13. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED 5. ALL CONDUIT 90'CONDUIT BENDS AND RISERS SHALL BE PVC TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS COATED RIGID STEEL. RECOMMEND�ITIONS,PER THE NATIONAL ELECTRICAL CODE AND PER U o c LOCALAUTHORITIES HAVING JURISDICTION. 6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL Cz �.'!► °q SERVICE REQUIREMENTS WITH SERVING UTILITY. e a 7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE rqy SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL,WITH O �y "o ~ WRITTEN APPROVAL RECEIVED PRIOR TO SUBMISSION TO ELECTRICAL d g p ENGINEER FOR APPROVAL. o u V g a Izl iAGINEER of h ° �. 'j1b-i151t1311 II . ° w 5 SL2 - E3.0 \ \ T1'P GAL rr LlU 1: #6 _ _ _ \ \ �\ XIS Nc: RE'50—:_ NC-�._. 6 1 LP2-9,11 o /• � � \ p:y \ m m�d csi #6 V DL}'2-1.3 _ � _v z - — AUTO SALES �. \ '�\ --- --�Q� 20 NB D15PLAY \ e z LOT� � .� � _ � #to � a ir r r /�\��\\\ \ `\ \ \\ \\ •n� \\. \ \ \ t-(1)DLP2b:8 - • L.:.__ .- in F= \ A 0 �2\\\ \ i\ /x\ \�'..� \ �0 / ♦t er✓�H RJ \�I\ /� I ,4'F}1DLP2.13,15 �`� x, \ DLP2-5,7 "•J2 �4.16 `� �\ * Q� st2 �> ICAL es #6MEN`LJM 17 r A 10,12 RV GE SERV .: i i 1p6 -- j 14,1� t0 DLP2-10,12 - - -_-- - Lu Z TT, 1 ._ 5 s MATGH LINE / / Iv1 DLP2.14,16 0 % MATGH LINE b SEE SHT.E2.1 / f , r /� �; 5EE SHT.E2.1 W Q 0 Ir 0 W U s' LA j CD 00 LL a IT i � I �J • W ................... ..........—__ ..,-...... .......— + . I Sheet No. 0 8 o d E2.2 g PARTIAL SITE PLAN—WEST L 1 GHTI NG PLAN N 5GALE I" : 20'-0" 0 5 1015 2025 50 _:X1571NO --_ _ SHEET NOTES *, 1. VERIFY LOCATION OF ALL BUILDINGS AND APPENDITURES ON ' 111111� / l �� ELECTRICAL DEVICES CIVIL PLANS. 5, SL2 ARCHITECTURAL AND uo 2. CONTRACTOR SHALL VERIFY LOCATION 8 REQUIREMENTS OF ALL TMf7l G PRIOR TO BID,ROUGH-IN 8 INSTALLATION. S 3. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR 8 CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD C THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING, E R DEVIATIONS 14,16 ENGINEER ORECORD MUST NOTIFIEDP PRIOR TO ANY FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. ' * ( : TRENCHING.SCHEDULE AND COORDINATE ALL SITE WORK WITH OWN , L; I 7D 1.Z 4. FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ER I--I PRIOR TO ANY TRENCHING. 5. ALL CONDUIT 90'CONDUIT BENDS AND RISERS SHALL BE PVC 18 I I COATED RIGID STEEL. o e I} o #8 T#8 6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL SERVICE REQUIREMENTS WITH SERVING UTILITY. U u r o 7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE Yn w ,.,,�..i`......... o a #10 I ! SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL,WITH LyELECTRICAL � 2 WRITTEN APPROVAL RECEIVE PRIOR TO SUBMISSION TO Q ENGINEER FOR APPROVAL. B. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON yy �• ° k B /b°W P A ARCHITECTURAL AND CIVIL PLANS. _ .-.- .............. .—_�_ ..... ! 9. MINIMUM CONDUIT BURIAL DEPTH IS 24',36'MINIMUM BELOW w o>v u b —I 1012 STREETS 8 PARKING LOTS FOR 0-600 VOLT SYSTEMS. O 14.16 li t^^^ 10, CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS. W 1B Nil: �,;I OR I. 11, 1'CONDUIT MINIMUM UNDERGROUND. -✓ 12. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTItlNS,DEVICES,AND WIRING REQUIRED WHETHER SHOWN ON WEER I T#8 T#B ELECTRICAL DRAWINGS OR NOT. oN0 a, 13. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER �� u D I. LOCAL AUTHORITIES HAVING JURISDICTION. i #,B _ _ _ 3JSIDla KEYNOTES 14,18 fn LLJ #B 1Q HOME RUN VIA SHOP BUILDING EXTERIOR LIGHTING CONTROL CONTACTOR H i I a 13 j �SPL-10,12,14,16 O -. .-. N D 18 fA AN a w ■o� `Yr ......... - ___ cn C O a � O s 1 SLP-18 cc .......... i /A AN #10 .......... 1 _ _ I #8 __.. cd .. a ¢ J di o ° ° c D U �,. 18 ...... x ._._. _... SLP-6,8 7 a _._... ... #B m BAR< N(5 . a /A4/' AN - x ;g I o i 3 g I 6 r s / i I Q w Z a •�/\ - g fiir x_ Q \ '.. c - -- - - .- ui cr F 0 W U .. Z LLJ Cc Lu W fA C O .......... W O ai g Q W aw ------ ----...... Y to w ✓= r E o d J X J .0 - Sheet NO. O Y �5 PART AL 51 TE PLAN- EMPLOYEE PAR<I N(5 L I GHTI N6 PLAN E2.3 ■ 50ALE I" : 20'-0" N 0 5 1015 2CI25 50 "MSB" SERVICE ENTRANCE RATED METER / MAIN SWITCHBOARD SHEET NOTES: 1. VERIFY LOCATION OF ALL BUILDINGS AND APPENDITURES ON - - - - - U.G.P.S. METER / MAIN DISTRIBUTION ARCHITECTURAL AND CIVIL PLANS. FEEDER SCHEDULE 1 2. CONTRACTOR SHALL VERIFY LOCATION & REQUIREMENTS OF ALL 2000A 480Y/ 277V, 30. 4W 42KAIC MIN ELECTRICAL DEVICES PRIOR TO BID. ROUGH-IN & INSTALLATION. TAG CONDUIT/CONDUCTOR FROM TO APPROX. LENGTH I a1 I 11600AF I 225AF 225AF 1100AF \600AF 225AF 225AF 400AF 3. CONTRACTOR SHALL, I ROUTING ALL CIRCUITS, INCREASE ❑ M )16003TP �225ATT )225 XP 3TT )1OOATT )600P 3P 3TT )2253TT )2253TT )4003TT 1 l CONDUCTOR & CONDUIT SIZE TI ALLOW FOR VOLTAGE DROP SHOULD 1 4" C.O. BY CONTRACTOR PER SCE REQUIREMENTS SCE MSB J THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING. METER GFP I I I I ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS 2 1" PVC - 1#1/0 AWG GND MSB UFER U FROM APPROVED PLAN CHECK (PERMIT SET) DRAWINGS. I I a I SPACE FOR 3P I 4. FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO 3 1" PVC - 1#1/0 AWG GND MSB STDEL Ui I I I BREAKERS TRENCHING. SCHEDULE AND COORDINATE ALL SITE WORK WITH OWNER PRIOR TO ANY TRENCHING. _ LE 1" PVC - 1#1/0 AWG GND MSB COLD a LIN �� 5. ALL CONDUIT 90' CONDUIT BENDS AND RISERS SHALL BE PVC WATER GND COATED RIGID STEEL O 0 9 - - - - - - - - - - - - - - - - - - - - - - - - - �5 2"C-3#4/0 & 1#4 GND MSB TRI m 6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL m mWWm o g o SERVICE REQUIREMENTS WITH SERVING UTILITY. © 2-1/2"C-4# 4/0 & 1#4 GND MSB SLP e n o 1 2 3 4 n� 5 6 9 10 11 12 13 mM y �' 7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE a SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL, WITH �7 1"C-1#1/0 AWG GND TR1 GROUND �w m 1 _ WRITTEN APPROVAL RECEIVED PRIOR TO SUBMISSION TO ELECTRICAL BUS o FROM E5.0 ENGINEER FOR APPROVAL. ❑8 3"C-4# 350 MCM & 1#1 GND TR1 DB SCE SERVICE W� 8. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON TRANSFORMER ARCHITECTURAL AND CIVIL PLANS. LARGE VERIFY & PROVIDE 2 100AF F �9 2-1/2"C-4# 1/0 & 1#4 GND MSB SIGN SERVICE DUCT BUILDING E5.0 100AT 9. MINIMUM CONDUIT BURIAL DEPTH IS 24 36" MINIMUM BELOW STEEL PER SCE 3 WHERE 3P STREETS & PARKING LOTS FOR 0-600 VOLT SYSTEMS. 10 (2) 4"C-4# 500 MCM & 1# 1/0 GND MSB SHVP ENgINE p h REQUIREMENTS E5.0 AVAILABLE PANEL LARGE PANEL PANEL PANEL o SL SITE "DLPl" "DLP2' "AC" 10. CONTRACTOR TO PROMDI' GROUND CONDUCTORS IN ALL CONDUITS. 4 2-1/2"C-4# 4/0 & 1#4 GND MSB DLP1 SIGN 11 M u E5.0 11. 1" CONDUIT MINIMUM UNDERGROUND. c 12. COORDINATE WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT 12 2-1/2"C-4# 4/0 & 1#4 GND MSB DLP2 WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS, DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON 13 4"C-4# 500 & 1#1/0 AWG GND MSB AC ELECTRICAL DRAWINGS OR NOT. w 13. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED 14 2-1/2"C-4# 4/'0 & 1#4 GND TR1 P1 G TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS - RECOMMENDATIONS, PER THE NATIONAL ELECTRICAL CODE AND PER 15 2-1/2"C-4# 4/0 & 1#4 GND TR1 P2 LOCAL AUTHORITIES HAVING JURISDICTION. 16 2-1/2"C-4# 4/0 & 1#4 GND TR1 P3 a A 0 KEY NOTES: 17 (2) 2"C-3# 4/0 & 1#1/0 GND SHVP TR2 °ia r r a1 Z LANDING LUGS BY CONTRACTOR PER SCE ` REQUIREMENTS 18 2-1/2"C-4# 4/0 & 1#4 GND SHVP SLIP N a GROUND FAULT PROTECTION ON MAIN BREAKER SHALL BE ADJUSTED, TESTED 19 1"C - 1#1/0 AWG GND TR2 GROUND AND REPORT PROVIDED BY INDEPENDENT ROD « `o "`• m THIRD PARTY TESTING LAB. N t '► o� SHOP BUILDING HIGH VOLTAGE DISTRIBUTION PANEL "SHVP" 20 (3) 3-1/2"C-4 # 400 MCM & 1#1/0 GND TR2 SPDB a a o"$ SERVICE ENTRANCE RATED it Z N>s 2-1/2"C-4# 4/0 & 1#4 GND SPDB SPt 600AF )600AT 22 2-1/2"C-4# 4/0 & 1#4 GND SPDB SP2 3P 600A,480Y/277V,30,4W I 23 2-1/2"C-4# 4/0 & 1#4 GND SPDB SP3 I N 5 600AF 225AF \ \ I GND )450ATT )2253P ) I 1 24 2=1/2"C-4# 4/0 & 1#4 GND SPDB SP4 2 3 4 I 25 2-1/2"C-4# 4/0 & 1#4 GND SPDB SP5 0 1 SPACE FOR FUTURE 26 2-1/2"C-4# 4/0 & 1#4 GND SPDB SP6 E a .'* 225A, 3P BREAKERS m m BUILDING E5.0 3 STEEL 417 18 WHERELz st AVAILABLE 90KVA Q 300KVA 480PR1 VV 480V PRI - 208Y 208Y / /120SEC 120V SEC 30,4W 30,4W 08 10'-0" OR LESS 10'-0" 19 20 OR LESS _ - PANEL SHOW ROOM BUILDING DISTRIBUTION PANEL "DB" "SLP" FAULT ANALYSIS s xi s z BUS AFC x 600AF� )600AT 1 42000 A PER SCE I 3P I 30,4W 42KAIC I SHOP POWER BUILDING DISTRIBUTION PANEL "SPDB" s 600A,20BY/120V 2 - - - - - - - - - - - - - - - - L I 225AF 225AF 225AF 1200AF 3 )2253P )2253P )2'153P ) ) I )1003PT I Q -SPACE -SPACE I W Z 1200A, 208Y/120V, 30, 4W 42KAIC Z FrO PRELIMINARY LOAD SUMMARY _ LL 225AF 225AF \225AF 225AF 225AF 225AF uJ J 'g 14 15 16 i )2153P )2253P )2253P )2253P )2253P )2253P I) I) SHOW ROOM BUILDING 600 KVA - H U / FUTURE ZSPACE FOR W cc a PANEL PANEL PANEL BREAKERS 5A, 3P SERVICE BUILDING 200 KVA W J (� Z P1 P2 P3 - - - - - - - - - - - - - - - - DISPLAY LIGHTING 300 KVA Q WLLI J 21 22 23 24 25 26 TOTAL ON MSB 1100 KVA Q w Q W (IN AMPS ® 48OV, 30) (1325 A) Q Q X Y o - PANEL J X PANEL PANEL PANEL PANEL PANEL Q. J ELEGTRIrAL SINCGLE LINE D f rzfAM I sheet ,v°. ° SP1 SP2 SP3 SP4 SP5 SP6 a �� 5:a__ � .��� E2.4 N SHOP LIGHTING PANEL SHOP POWER PANEL#4 SHOP POWER PANEL#1 PANEL NUMBER SLP VOLTAGE 277 480 PHASE 3 WIRE 4 �NEMA 3R W COPPER BUSS PANEL NUMBER SP4 VOLTAGE 208 120 PHASE 3 WIRE 4 911 NEMA 3R ®COPPER BUSS PANEL NUMBER SP1 2OBY 120 3 4 19 NEMA 3R ®COPPER BUSS VOLTAGE � PHASE _WIRE— SHVP-2 42000 SERIES RATED SPDB 42000 SERIES RATED MAN CIRCUIT BREAKER 225_ SPDB2000 SERIES RATED MAIN CIRCUIT BREAKER 225_ SOURCE A.I.C. �MAIN LUGS ONLY SOURCE A.I.C. SOURCE A.I.C.IC PANEL LOCATION BUS AMPERE RATING 225 M SURFACE MOUNTING PANEL LOCATION BAY BUS AMPERE RATING 225 0 SURFACE MOUNTING PANEL LOCATION BUS AMPERE RATING 225 0 SURFACE MOUNTING L LOAD A B KR BRKR LOAD(VA) C L L C LOAD VA BRKR BRKR LOAD A) C L L C LOAD(VA) BRKR BRKR LOAD(VA) C L C CIRCUIT DESCRIPTION CKT HASE CKT CIRCUIT DESCRIPTION C C CIRCUIT DESCRIPTION CKT HAS CKT CIRCUIT DESCRIPTION C C CIRCUIT DESCRIPTION CKT RASE CKT CIRCUIT DESCRIPTION L A B C POLE AMP ABC AMP POLE A B C L L A B C POLE AMP ABc AMP POLE A B C L L A B C POLE AMP A e c AMP POLE A B C L L 19 SHOP LIGHTING 2200 i 20 1 2 20 1 EXIT UGHTS 9 BAY 21 -LIFT 1D00 / 20 1 2 20 1 360 SHOP LIGHT REEL 1 DATA RACK J60 1 20 1 2 20 1 720 BAY 2 k 4 BENCH 4 L 13 2200 3 4 1 1 500 � - 1000 /�; 2 3 4 • 360 1 � 360 3 4 720 . . .. ._ _. _ _ �. _ _ _ �' BAY 1 k 3 BENCH _4 L 17 256 ..- ... ,. 5 ...6.. 30 ..-. !� 3300 EMPLOY. PARK. LIS 6 BAY 22„_.-LIFT! ;�1000 _20 5 6 720 BAY 22 dt 24 BENCH 4 BAY 2 LIFT 1000 20 5 6 360 — INFO CENTER 2 .� o v f/!. L 92475�� 7 8 2 J300 1000 � °, 2 7 8 720 / .i 4 1000 2 7 8 360 2 C L L 9 .2475' 9 10 30 3300 INVENTORY PARK LTS 6 BAY 24-LIFT 1000 „✓ 20 9 10 720 BAY 21 Ac 23 BENCH 4 BAY 1 LIFT i(100 20 9 10 540 3 U y r rmi .. ..-. ...__ __......_.. .._. ._ .._ ...._ ... .. ..... . ... .. ._. ... /' ° .. _. ,� ' ._ — _ /' ,' OUTLETS m u L 9 -" ''�2475 11 12 2 3300 _ __ a 1000 _...2 11 12 720 ._ 4 - 1000 211 12 .2...... O o 0 L 9 2475'. -' 13 14 30 3300 6 BAY 23 -LIFT 1000 �� d' 20 13 14 180 . _..... __...... ... ... ...--- _-._....... ..... _...._ .... ........._. ...- ...._ ,A_.. ..__.._ - ,/ ... EXTERIOR OUTLETS 1 ._.. .._.._. 1000 20 13 14 1S0 1 c BAY 3 LIFT ' ...._..._._ALARM..__._. L 9- 2475 - 15 16 2 3300 i 1000 2 15 16 180 1 1000 2 15 16 180 FILTER CRUSHER L 40 2560 17 18 20 1 2700 SOUTH WALL LTS 8 BAY 25 LIFT 1000 20 17 18 360 INFO OUTLETS 1 BAY 4 URr ' 1000 20 17 18 360 DETAIL BAYS 2 �o+ 2�o 19 20 20 1 2700 NORTH WALL.. 6 1000 1' 4r°i im cai .yi m A 2 19 20 360 ii 1 1000 2 19 - ._.__.. 21 22 ,' 1500 25 21 22 720 ._.._ __......_ � MOM 4 3 1 .. 1 Y 540 : 2 22 360 2 °'m ................... .......... _ . ........- ....................__-_..-- ................. ..........._ ........._BAY 27 LIFT ...-..._ " '� _.__ - - _. .. __._. BA 25!c 28 BENCH ......... .... ....... OUTLETS U�S"j w _ 23 24 _ _ _ ... ._�.._ --�;�7500 2 ...23 24 SPARE 2 �....__ �� 360 _ _ 23 24 720 ... 4 0 25 26 ,., .........BAY WHEEL B.AL 1000 .20 25 26 1 TREATMENT 500 , 25 26 _ 540 ROOF OUTLETS 3 0 - ...... ....... .. _ ........ ...... ......_ ...... .... ..—_ i _. .. _,_ _._ _ ...... ..._. WATE - .... _ ��t% R T ..27 28. _ .—�--- e, 1000 +! 2 27 28 - 1 _ ..-. 500 ... ..27 28 —_..SPARE xi ..- _......... / .... .. -. __ _ ...._ ... ....._ ...... . ...... .. ..... ....... - 39 32 _ SAY 28 -UfT 1000 '1000 20 29 30 _ 1 Sb0 29 30 ° � 2 31 32 ;.` PRESSURE WASH 1500 _40 31 32 33 34 _ SPACE 114 34 - 1500 2 33 34 _ 36 36 ' - 3 560 20 1 35 36 . ........ ... _ ..... ......._. _... OUTLET$...._ 37 38 JB SPACE 3 560 37 38 law ............. ... .._...... .___..._... ..................... _.. .._._.. N ..... ..._.__.. _....... SPARE 39 40i ; 42 „ 41 42 m TOTALS 7150 7150 7600 41 42 9800 71 b0 9300 TOTALS TOTALS 6000 5500 5500 1620 1980 1800� TOTALS TOTALS 5920 4900 4420 2160 1800 1800 T01AL5 OJ ! LC.L VOLT AMPS: PHASE A PHASE B PHASE C L.C.L.VOLT AMPS PHASE A PHASE B PHASE C L.C.L.VOLT AMPS PHASE A PHASE B PHASE C 3��515311 TOTAL VOLT AMPS: PHASE A 16950 PHASE B 14250 PHASE C 16900 TOTAL VOLT AMPS: PHASE A 7620 PHASE B 7480 PHASE C 7300 TOTAL VOLT AMPS: PHASE A 8080 PHASE B 6700 PHASE C 6220 N w TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C ~ Q U O SHOW ROOM POWER PANEL#1 FIRST FLOOR SHOP POWER PANEL#5 SHOP POWER PANEL#2 N d NEMA 1 0 COPPER BUSS 0 COPPER BUSS W COPPER BUSS Q o PANEL NUMBER P1 VOLTAGE 208Y 120 PHASE 3 WIRE 4 PANEL NUMBER SP5 VOLTAGE 208 120 PHASE 3 WIRE 4 W N MA 3R PANEL NUMBER SP2 VOLTAGE 208 120 PHASE 3 WIRE 4 9i NEMA 3R ot1 ao DB 42000 SERIES RATED SPDB 42000 SERIES RATED MAIN CIRCUIT BREAKER 225_ SPDB 42000 SERIES RATED MAIN CIRCUIT BREAKER 225_ Z s c SOURCE A.I.C. W MAIN LUGS ONLY SOURCE A.I.C. SOURCE A.I.C. PANEL LOCATION 1ST FLOOR BUS AMPERE RATING 225 SURFACE MOUNTING PANEL LOCATION BAY 20 BUS AMPERE RATING 225 SURFACE MOUNTING PANEL LOCATION BAY 44 BUS AMPERE RATING 225 9i SURFACE MOUNTING W o L L to a =_.�• C CIRCUIT DESCRIPTION LOAD(VA) BRKR BRKR LOAD(VA) CIRCUIT DESCRIPTION C C C C CIRCUIT DESCRIPTION LOAD(VA) BRKR BRKR LOAD(VA) CIRCUIT DESCRIPTION C C C CIRCUIT DESCRIPTION LOAD(VA) BRKR BRKR LOAD(VA) CIRCUIT DESCRIPTION C cn .:. =v� CKT RASE CKT CKT PHAS CKT CKT PHASE CKT A B C POLE AMP AMP POLE A B C L A B C POLE AMP AMP POLE A B C L L L L A B C POLE AMP AMP POLE A B C o a L ABC ABC ABC -♦ i. e O -J 1 20 20 1 _ 0 1 _1 2 4 1000 0 2 ��6 2 1 2 360 1 1 1000 20 1 2 20 1 360 ROOM f01 118 1080 'e,�. 720 EXTERIOR OUTLETS BAY 13-LIFT SHOP . LIGHT ._ ...._.__ _._ _.._ BA- 3__LIFT .. ,+'Tr ___ .._._._. -_ .._................. ,' _..._.. .......-_- ._....... _._....._ ... 6 / ` 1080 5 6 � 72D ROOM 103104 k 105 4 Y 14 FT ;oxs°° 1000 20 5 6 720 Y 4 1 - ,°„ ✓ !.1000� 2 3 4 380 '; 1 7 ROOM 119 120 /�260 3 4.. .. .... / 720 ......_.,--..._. ..._. 4 ............._ ._....._............-._ 1000 2 3 4 360 1 ,✓ 1000 __..,---- �. BA U BA 13& 1§ BENCH .... .......... ......... BAY 38 LIFT ___.._-. 20 ....5... 6....... ....._ ......... 720 .. INFO CENTER _ 4....... ....... t cc iL c m 8 1080 7 8 1080 6 1000 ,'✓. 2 7. B 720 �. f`T .'e�r0' 2 _7 8 720 ' ✓ °a, .�. 4 >�i BAY 14 g 16 BENCH 4 1000 6 1080 9 10 00 5 BAY 15 -LIFT 1000 20 9 10 720 �% BAY 17 & 19 BENCH 4 1 BAY 40-LIFT 1000 20 9 10 720 BAY 38 & 40 BENCH 4 7 ROOM 144, k 151 ' 1260 11 12 ," 1080 ._ROOM 106,107 146 6 �. .. 1000 2 11 12 720 BAY 18 k 19 BENCH 4 1000 2 11 12 720 BAY 37 & 39 BENCH 4 ...... 4 ..... .. ...__... ........._ 720 ...... .... ...._13.. 14 __.. 900 ......_- 5 ... .... .... ..... .. BAY....16 LIFT... 1000 % .20 .,13 14 JBO INFO....STATION...... 2 1 BAY 41 LIFT 100D 20 13 14 720 BAY 42_& 44 BENCH 4 ;, ..... ..... ........... .. -__....... ............ _ .... ........_ 720 BAY 41 h 43 BENCH 4 ........ _ 4 � 720 ':� _ 15 16 1080 ._�_. .. _6. .. _ _ ._ _._.�.. : ..1000 2 . -15 ..16 360 ......._ i._ 2 _ � 1000 .. 2 15 16 ;: 5 ROOM 151 900 .17.. 18 720 SHOW ROOM _.. ....._ 4 ,,.... ...._BAY_.17-LIFT 1000 20 17 1B _ __ __ __ SPACE 1 ...... BAY 42-LIFT,,. 1000 20 17_ 18 __... __.,. 180 OYNO INST. 1 _-� ......... 5 ROOM 131 132 133 900 19 20 720 - 4 1000 2 19 20 - 1000 2 _ 19 20 180 . OVERFILL ALARM 1 ' 5 ......... 900 __ __,,, _,-?_1. 22. _„ 900 _ ROOM 108,1 W,110_-, _,,, 5 BAY 18_,-LIFT 1500 25 21 22 1 BAY 43-LIFT 1000 20 2122 180 _EXTERIOR OUTLET_. _ __ - ............... _ _ ....- ._ .__ .... ........... ....... .....__. _ ... __ __._ # 5 - 23 24 5 - 1500 2 23 24 ; 1 '' 900 9 0 000 2 23 24 180 DYNO , _ - EXTERIOR OUTLET r 5 25 26 5 1000 � � .N 20 25 26 1 1000 20 25 26 ,e 500 ROOM 134142143 900 900 :- BAY 19 LIFT ✓ BAYµ LIFT 5 900 27 28 1080 ROOM 111.112.113 6 ' 1000 ,°✓i"' 2 27 28 " ' SPACE "- _- - 1000 2 27 26 10 500 --_- - < _30 1080 6 BAY 20 -LIFT 1000 20 29 30 ' SPACE 29 30 2 DYNO SPARE 31 32 1080 6 �,,.._.._ 1000 v;/''r, 2 31 32 ."i 31 32 20 1 SPARE _ ... ............_. ........... .._ ___. _..... ...__ _.... .............-.._... _. ............_.-. ..........-. ... ,, ........ .. .._ .._ ......... ...... .._ ........... ...... .. ..._ - - ..... ...._. 33 .... ....-_... 33 34 ..... ........ 1080 .-ROOM.114.115,1 18.._ 6 -._.._ SPACE / 33 34 _.....__ ... ' ,.... 35 36, 1080 6 _35 36 ;. 35 36 m z 37 38 1080 - 6 _ ;. - _ 3738 _ _ 37 38 _ 39 40 ......... SPARE -...._.....-_. _....... 39 40 r '._ _ 39 40 ai ; o 3QZ1 � 41 42 ' 41 42 - 41 42 Q O O D U ' TOTALS 4680 4860 5040 6480 5760 SSBO TOTALS TOTALS 6000 5500 5500 1440 1440 1440 TOTALS TOTALS 5000 5000 4000 2480 2480 2300 TOTALS I LC.L VOLT AMPS: PHASE A PHASE B PHASE C L.C.L.VOLT AMPS: PHASE A PHASE B PHASE C LC.L.VOLT AMPS PHASE A PHASE B PHASE C O. TOTAL VOLT AMPS: PHASE A 11150 PHASE B 10620 PHASE C 10620 TOTAL VOLT AMPS: PHASE A 7440 PHASE B 6940 PHASE C 6940 TOTAL VOLT AMPS: PHASE A 7480 PHASE B 7480 PHASE C 6300 V e w TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C d SHOW ROOM POWER PANEL#2 SECOND FLOOR SHOP POWER PANEL#6 SHOP POWER PANEL#3 PANEL NUMBER P2 VOLTAGE 208 120 PHASE 3 WIRE 4 NEMA t 91 COPPER BUSS PANEL NUMBER SP6 VOLTAGE 208 120 PHASE 3 WIRE 4 NEMA 3R M COPPER Buss PANEL NUMBER SP3 VOLTAGE 208 120 PHASE 3 WIRE 4 W NEMA 3R ®COPPER BUSS W MAIN CIRCUIT BREAKER 225_ 4 MAIN CIRCUIT BREAKER 225_ SOURCE DB AI.C. 42000 SERIES RATED MAIN LUGS ONLY SOURCE SPDB A.I.C. 42000 SERIES RATED SOURCE SPDB A.I.C. 42000 SERIES RATED PANEL LOCATION 2ND FLOOR BUS AMPERE RATING 225 �SURFACE MOUNTING PANEL LOCATION BAY 12 BUS AMPERE RATING 225 90 SURFACE MOUNTING PANEL LOCATION BAY 36 BUS AMPERE RATING 225 ®SURFACE MOUNTING s L LOAD(VA) BRKR BRKR LOAD(VA) L L IAAD(VA) BRKR BRKR LOAD(VA) L L C LOAD VA) BRKR BRKR LOAD(VA) L C CIRCUIT DESCRIPTION CKT HAS CKT CIRCUIT DESCRIPTION C C CIRCUIT DESCRIPTION CKT RASE CKT CIRCUIT DESCRIPTION C C CIRCUIT DESCRIPTION CKT RASE CKT CIRCUIT DESCRIPTION C L A B C POLE AMP ABc AMP POLE A B C L L A B C POLE AMP ABC AMP POLE A B C L L A B C POLE AMP A B c AMP POLE A B C L 2 AV WALL 360 ! 1 20 1 2 20 1 720 ROOM 213 OUTLETS 4 BAY 5 -LIFT 1000 %'' 20 1 2 20 1 360 t: i 1 - 1000 20 1 2 20 1 360 1 SHOP REEL LIGHTS BAY 30 LIFT r SHOP REEL LIGHTS 2 360 3 4 540 3 1000 2 3 4 J60 1 ✓'1000 � 2 3 4 2 .e;+' 360 5 8 ; 900 TRAINING ROOM 5 BAY 6 -UFi :', 1000 20 5 6 720 BAY 6 h B BENCH 4 BAY 29 LIFT s',d✓/", '°::1000 20 5 6 720 INFO CENTER 2 f. ,r uR jY.s� 7 2 COMPUTER ROOM 500 ;;:�" 7 8 900 •' 151. T 2 7 B 720 4 1000 � 2 - 7 8 -..�..._ _.. - . _...__ _.._�.--.. �..�- r - BAY 5 k 7 BENCH ' ;;' 500 _9 10 720 - , 4 BAY 7 _LIFT ®i 1000 _,. 20_,,.. 9 10 720 / BAY..9 k_11 BENCH,,. 4.....-. BAY 32 -LIFT 1000 :�' 20 9 10 , 720 BAY 30 &32 BENCH 2 �` 2 50011 12 "�: 900 OFFCE 204 5 _ _ - ", �'' °''�1000 2 11. _.12 ' 720 ._BAY 10&_12 BENCH 4 _ —.._. —_ 1000_,...2 — ..11. -12..... _ 720 BAY 29 k 31 BENCH 4 ..- o _.. _._. .._ __. ... d� .. .... COMPUTER ROOM.... 500 -; .. .73„ .14. . ............ 720 r ,- ..__--. ......._ ......... 4 ._ .. - .._...... . .. B,,A,Y„8 LIFT......__ 1D00 ���� .;;:,....... ...20 ...13. ....14 ......... 360 .. INFO,,.-.ENTER 2 .............. BAY 31 -LIFT 100D 20 13 14 720 " BAY 3B dr 36 BENCH 4 2 500 15 16 „ 720 4 ..... 1000 2 15 16 360 2 _.. .. ... .................. 1000 ;• 2 ....._ ..15 18 __. 720 _BA_Y 33 h 35 BENCH 4...... _...._ t °. v .. ... .............. �......_ / _ - _ _ _ 500 17 18 900 OFFICE 203 5 BAY 9 -LIFT ,r 7 1000 20 17 18 1B0 EXTERIOR OUTLETS 1 BAY 34 -LIFT 1000 _ 20 17 18 1B0 EXTERIOR._OUTLET 1 ...,. ,2 COMPUTER ROOM_ 500 „L 19 20 900 5 _ 1000 ✓ ° 2 19 _20 1B0 _ 1_ 1 1000 2 19 20 a 2 500 -- 21 22 5 0 1 BAY 10 -UFT 1000 25 21 22 1080 LUNCH ROOM OUTLETS 6 BAY J3 -LIFT 1000 20 21 22 SPACE Q 1 OFFCE_207 180 ........... .. 23 „P4. .........._ 360 2 .. _. 1000 2 23 24 ... ._ 1080 6 1000 ...2 ..23 ..24... - _ ..._...._ _ ._ .. .. ........—.. ....._. .._. ...... ...... _. .... ._.. _ 0 1 180 25 26 1800 ROOF OUTLETS 10 BAY 11 -UFT 1000 20 25 28 OBO 6 - _ BAY 35 -UFT 1000 20 25 28 _ wLL - 1 180 27 28 20 1500 ._.. AC-8 ... ...... .._ .._ .... ..._____. 10 2 27 28 SPARE —.. 1000 ....2 ._..... ...27 28 > 0 •$ 2 OFFlCE 207 360 29 30 2 1500 BAY 12 LIFT 1000 20 29 30 ,,,, BAY 36_-lJ„FT 1000 20 29 30 0 J - - s .... 2 ___......_._ 360 _..._31.. 32_._15 1_ 5b0 _____--- EF-1 - ____. _. _-__. _�----- 1000 -._2 — ...31 32 _ ...... ... ____....__.. ..----- ............ 1000/s,°.°(,!G ...2.... .._.. ...31.. -32 .. w _._. Q Q MM w 3 33 34 20 1 _ 0 33 34 LL 540 2 33 34 s SPARE DRYER SPACE 2 .........._. CFFlCE 207... 360 ........ ... .35 �42 35w ,/r. 37 ' SPACE 3738 37 3& SPACE Z W Icc.[E2 360 j .180 39 -: '� 3940 39 4oZ 'A4 ROOM 102 ? 72D 41 41 42 41 42J .«' TOTALS 2760 2760 2980 5540 3980 4560 TOTALS TOTALS 6000 SD00 5500 2700�2520 2700 TOTALS TOTALS 6000 5000 5000 1620 1800 1620 TOTALS Q W O J LC.L VOLT AWS: PHASE A PHASE B PHASE C LC.L VOLT AMPS: PHASE A PHASE B PHASE C L.C.L.VOLT AMPS PHASE A PHASE B PHASE C Q Y Q W LL X Y ¢i o TOTAL VOLT AMPS: PHASE A 8300 PHASE B 674D PHASE C 7540 TOTAL VOLT AMPS: PHASE A 8700 PHASE B 7520 PHASE C 7700 TOTAL VOLT AMPS: PHASE A 7620 PHASE B 6800 PHASE C 8820 E a. J X ,c '.5 TOTAL NAPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C Sheet No. o „ Y a g SLIP SP5 SP2 E .5 o P1 SP5 SP2 L 2 P2 SP6 SP3 DISPLAY LOT LIGHTING PANEL#1 SHOW ROOM POWER PANEL#3 PANEL NUMBER DLP1 VOLTAGE 480 277 PHASE 3 WIRE 4 NEMA 1 ®COPPER BUSS PANEL NUMBER P3 VOLTAGE 208 120 PHASE 3 WIRE 4 NEMA 1 W COPPER BUSS SOURCE MSB AI.C. 42000 SERIES RATED MAIN CIRCUIT BREAKER SOURCE DB AI.C. 42000 SERIES RATED W MAIN LUGS ONLY PANEL LOCATION ELECT. ROOM BUS AMPERE RATING 225 W SURFACE MOUNTING PANEL LOCATION ELECT. ROOM BUS AMPERE RATING 225 4 SURFACE MOUNTING L LOAD A BRKR BRKR LOAD A L L LOAD A BRKR BRKR LOAD VA L U C C CIRCUIT DESCRIPTION CKT HAS CKT CIRCUIT DESCRIPTION C C C C CIRCUIT DESCRIPTION C� HAS CKT CIRCUIT DESCRIPTION C C L A B C POLE AMP A B C AMP POLE A B C L L A B C POLE AMP ABC AMP POLE A B C L L ..SHOW ROOM SIGNAGE 500 1 30 1 2 30 330D - DISPLAY LOT LTS 6 L 1 VENDING 500 1 20 1 _2 20 1_ 360 %" A _ 2 _ .. -.. ..... ---.-- ....._ ... .-. ...._..— ..._ ..._.... L 500 3 _4 2 3300 _ L 1 4 360 ".. 2 ROOM 136 1J7 L 500 5 6 30 �, 3300 6 L 1 500 5 6 180 1 � « L .. 500 - _ _7 "B 2 3300 L 1 500 _7 8 900 R00 139 140 5 , 4 '!!'a q L 500 9 10 30 3300 6 L 1 SOp 9 10 900 5 U • n 7 L _ 500 11 12 2 3300 L 1 - 500 -- 11 12 1 5 L 8 DISPLAY LOT LTS,,,._ 4400 30 13 14 30 3300 6 L ,,,8 ,,,,,,,,,,,_ROOM 131____.,,,__.., 1440> _-_- 13 14 Ei40 R0 141 3 fJ1 q ~ o_._ .. - -.. .-.. -_.-_._- .. .. ....... ...... pp L 4400 2 15 -16 2 3300 L 10 1800 15 16 540 3 .a 0 w L 6 3300 30 17 18 30 4400 8 L 8 1440 17 18 900 5 a o � y hh � 7�r� DISPLAY LOT T,,' S. L 3300 �, 2 19 20 2 4400 ' _ L 6 ROOM 126 127 128,_129 1080 19 20 720 ........ ,,,, _ 4 30 _„ 2200 ___ _ ___ 4 ,L 6 _ 1060 2.1-� 22 720 �-'� 4� �/�j�m�m 1 _-.. ._ .. ......... _ ... _� ti L �,�:,%3300 2 23 24 2 / 2200 L 6 1080 23 24 900 5 L 6 3300 _ 30 25 �6 30 3300 6 L 6 ROOM 122�123 124 1080 25 26 900 5 I-0r4 L - 3300 2 27 28 2 3300 L 6 1080 27 28 ........... L 6 "' 3300 30 29 30 20 1 2700 _SHOW ROOM EXTERIOR 9 L 6 , 10¢0 29 30 .... _ . .. �....... _. 31 32 - - - L 3300 _2.. _ _31_ 32 2700 10 L SPAR.....- ... .... ........ .-.... __ -............... Eizi L 6 3300 30 33 34 2700 L 33 34 ' L 3300 2 35 36 SPACE 35 36 A L 8 _... _......- 4400 :- _ 30 37 3B _.._ 37 38 ..... S L 4400 2 39 40 39 40 o=rro CO KEIR y SPACE / 41 42 41 42 TOTALS 197601970014200 2030 1810015900 TOTALS TOTALS 136001396013600 3420 2520 2880 TOTALS o�0 O L.C.L.VOLT AMPS: PHASE A PHASE 8 PHASE C L.C.L.VOLT AMPS: PHASE A PHASE B PHASE C ''T4'31S10� TOTAL VOLT AMPS: PHASE A 40060 PHASE B 37800 PHASE C 30100 TOTAL VOLT AMPS: PHASE A 17020 PHASE B 16480 PHASE C 16480 N W TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: PHASE A PHASE B PHASE C a_ U O DISPLAY LOT LIGHTING PANEL#2 SHOW ROOM AIR CONDITIONING PANEL #1 cn o PANEL NUMBER DLP2 VOLTAGE 480 277 PHASE 3 WIRE 4 NEMA t ®COPPER BUSS PANEL NUMBER AC VOLTAGE 480 277 PHASE 3 WIRE 4 W NEMA 1 ®COPPER BUSS va SOURCE MSB A.I.C. 42000 SERIES RATED U MAIN LUGS ONLY SOURCE MSB A.I.C. 42000 SERIES RATED MAIN LUGS ONLY z Q PANEL LOCATION ELECT. ROOM BUS AMPERE RATING 225 SURFACE MOUNTING PANEL LOCATION 2ND FLOOR SHOW ROOM BUS AMPERE RATING 400 SURFACE MOUNTING (LL' L LOAD(VA) BRKR BRKR LOAD(VA) L L LOAD(VA) BRKR BRKR LOAD(VA) L Cp ` _ C CIRCUIT DESCRIPTION CKT PHASE CKT CIRCUIT DESCRIPTION C C CIRCUIT DESCRIPTION CKT PHASE CKT CIRCUIT DESCRIPTION C c V , L A B C POLE AMP ABC AMP POLE A B C L L A B C POLE AMP ABC AMP POLE A B O L O 4 L 4 DISPLAY LOT LTS 2200 30 1 2 30 4400 DISPLAY LOT LTS 6 L AC-1 5000 30 1 2 60 11911 AC-2 O O L 2f -2_ _.3 _.4 _2 4400 _. l _- ....3- i L 6 / / 3300 30 5 6 30 J300 6 L i 3 _ 5 1 _ 3 11911 �- W C ♦ m ' L 3300 ,^� 2 7 8 2 3300 _ L L _ 1 1911 w AC-3 � ��' 80 7 8 40 7645 AC-4 L 6 _. �� 3300 ,30 9 10 30 4400 _ 8 L L 11911 ,. 9 10 .7645 u L _ _ �� .: 3,300 2 11 1_2 _2 4400 _ L L 11911 3 11 12 _ 3 7645 L 6 3300 30 13 14 30 3300 .�' - 6 L AC-5 5000 3p 13 14 3p 5000 AC-6 L 3300 2 15 16 2 3300 L__ _ - 5000; 15 16 5000 17 18 ....... SPACE 5000 3 17 18 3 5000 _.---. ...--........_ .... 19 20 AC-7 5000 30 19 20 20 2,604 AC-10 - _21 _22_ ' 6D00 21 22 2604 , 23 24 5000 3 23 24 _ 3 2604_ '/ - 25 26 EF-9 1000 15 25 26 SPACE 27 28 1000 27 28 .._ .... .. .... _ ..-._.. -....... ..... ....__ -..__- -- ...... L\ 'ms� 29 30 _.._ ..._. .--. __ 1000 3 29 30 .... ......... -... ....... .._-.-._ - .......- ..... .... _. W --_._ a' ._.-- ... ... _31 32 _ ..... - SPACE 31 32.. ...._-. m<c�i 33 34 _ 33 34 _ _ 35 36 35 36L z° _........_. _. .... ... -_ .... .. -. _._ m-- 37 38 .. 37 38 ....- ..... ._ 39 40 39 40 m q ...._. - ......... ....-. .. .-... __......— __ ...-_ _ ..-_.. ...._-- ....... 41 42 / 41 42 ¢ooc�o TOTALS 8800 8800 6600 1100012100 7700 TOTALS TOTALS 279112791127911 27160 71602716 TOTALScd m c - a LC.L VOLT AMPS: PHASE A PHASE B PHASE C LC.L VOLT AMPS: 8934 PH/SE A 2980 PHASE B 2980 PHASE C 2980 Y o TOTAL VOLT AMPS: PHASE A 19800 PHASE B 20900 PHASE C 14300 TOTAL VOLT AMPS: 174153 PHASE A 58051 PHASE B 58051 PHASE C 58051 TOTAL AMPS: PHASE A PHASE B PHASE C TOTAL AMPS: 210 PHASE A 210 PHASE 8 210 PHASE C 210 in i= SHOW ROOM LIGHTING PANLEL #1 PANEL NUMBER SL VOLTAGE 480 277 PHASE 3 WIRE 4 14 NEMA t W COPPER BUSS SOURCE MSB A.I.C. 42000 SERIES RATED a MAIN LUGS ONLY PANEL LOCATION ELECT. ROOM BUS AMPERE RATING 225 SURFACE MOUNTING s L C LOAD(VA) BRKR BRKR LOAD(VA) C L )! C CIRCUIT DESCRIPTION CKT RASE CKT CIRCUIT DESCRIPTION C >. L A B C POLE AMP A B C AMP POLE A B C L x L 33 ROOM 151 LTS 2112 1 20 1 2 20 1 2456 ROOM 103-106 LTS 37 L l 33 21 3 4 3240 SHOW ROOM LTS 12 L E .. ... ._. ... .__ _.._.. .............. a L 30 1920 5 5 1808 ROOM 108 114 LTS 30 L L 12 SHOW ROOM LTS 3240 7 8 1,920 ROOM 213 LTS 30 _.....-_. .... .. ... ._ L 26 ROOM 123-129 LTS - 2312 9 10 / 1920 ' 30 L 24 ROOM 141 LTS 1536 11 12 - 24421 30 ., 6 L 30 ROOM 130-144 LTS 2400 13 14 2500 30 L 30-�„ 2400 15 16 _ _ SPPARE -- - _ SPARE ..- ..17 16 ........ 1... - a _ 19 20 SPACE 21 22 Q ... .- .. ..._.. .--_. ......_.. ..—....... ........-. 23 24 Z o 25 26- - � � ... .... +Luu'° ... ........ f�%�✓ 27 28 _ ^ LL ..-_.-.- ..-...... SL 30 31 32 tg i 33 34 ♦U (� .� .... ...... ...._. .35 36 .._ -..-.._ Q s .. _ .. -..... Z 37 38 .-. W W cr 39 40 W iA 0 0 a� 41 az Z TOTALS 7752 6B24 3456 6878 5160 4240 TOTALS Q W J Q W QW LC.L VOLT AMPS: PHASE A PHASE B PHASE C M W TOTAL VOLT AMPS: PHASE A 1462E PHASE B 11984 PHASE C 7696 LL. X Y E g Q Q X Q TOTAL AMPS: PHASE A PHASE B PHASE C A J X J c e Sheet No. 0 DLP1 IP3 a ry DLP2 AC E 2.6 SL CONTROLLER SCHEDULE CHANNEL DESIGNATION PANEL CONTROL LIGHTING CONTACTOR CIRCUIT CIRCUIT POLES 12-POLE LIGHTING CONTROL 12-POLE 1/2'C-2/12 RELAY CABINET N LIGHT CONTROL CONTROL F" . RELAY CABINET NEMA 1 ENCLOSURE CIRCUIT CONTROLLER SCHEDULE HiGNATION PANEL CONTROL LJr CUT CONTACTOR --------------------------� CIRCUITCIRCUIT POLESUCONTROLN __.CIRCUIT I 1 LCS PP5 34 1,2,3,4,5,6,7,8,10 12-POLE r--I ............ « -- 1 HR. BYPASS TIMER Q .+ SWITCH INTERMATIC #FF60MH ' I - MOUNT ADJACENT TO TIMECLOCK L———— • _ _... __. WITH 1/2'C-2f12 TO CONTROL CABINET Uy n 3 0 BYPASS TIMER SWITCH INTERMATIC NFD6HH NUMBER CIOI AND LOCATION PER DRAWING + •.... ......_t J ............ WITH 1//2'C-21{I, EACH TO I NOTE: � U 1 a o CONTT26L CABINET I MOUNT CONTRACTORS IN A eb X 181V X 18'H d e o SURFACE MOUNTED ENCLOSURE WITH LIGHTING CONTROLS RELAY CABINET MOUNTED ADJACENT TO ...._ I SLIGHTINCLOSURE. LABEL G CONTRACTORS" SEE.. • + SEE SHOW ROOM O u ce C c ' I .♦._._ __,,,,. I ...,. BUILDING LIGHTING PLANS O > "-1 "• ++ I ft{ FOR LIGHTING CIRCUITS o SEE CONTROLLER '�.I •••_ SEE SITE LIGHTING "' ..- y _.............._,.. I _- 1 C SCHEDULE FOR PANEL PLAN FOR I x k LIGHTING CIRCUIT "'I _ •'•..".. -."'. UGHTING CIRCUITS ^' .-.-._ .,....._....._._.•,.. I SPARE ed •__ r ... _- .y __.._.. +-� -_.."•' I SPARE ..:....4,..!_► U ..I___ •• •___ -___« __. ____. I SPARE ..., '....-. L_-- ----_. -- —J LIGHTING CONTRACTOR�1 SPARE SQUARE'D' --- -------�---- T` LIGHTING CONTACTOR -� 00 COIL VOLTAGE- 120V oi�0 1 NUMBER OF 30A CONTACTS COIL VOLTAGE - 27N _ PER SCHEDULE NUMBER OF 3CA CONTACTS =12ti SITE L I GHT I NCB ZONE S - L I OHTI NCB CONTACTOR 4 SHOW ROOM L I C-7HT I NC7 CONTACTOR 0 SCALE: NONE SCALE: NONE JCAI w a c.� 0 CONTROLLER SCHEDULE a o CONTROL LIGHTING CONTACTOR � e� CHANNEL DESIGNATION PANEL CIRCUIT POLES r� LIGHTING CONTROL 127 POL Z C 1/2'C-2#12 RELAY CABINET 1 - - - - 12-POLE w CONTROLLER SCHEDULE C°"�°`{N CIRCUIT - gguy CONTROL NEMA 1 ENCLOSURE .�. C = �o /2'C-2y12 c CHANNEL DESIGNATION PANEL CONTROL LIGHTING CONTACTOR H « y CIRCUIT CIRCUIT POLES -- ----------------------------� a O • 1 LCS PP5 34 1,2,3,4,5.6,7,8,10 12-POLE -* CONTROL [r' CIRCUIT H ' 1 HR. BYPASS TIMER :.....� •-..... V ..J I♦ - SWITCH INTERMATIC IFF60MH MOUNT ADJACENT TO TIMECLOCK + ♦ .. I -- ,,,,,,,,,,,,,,,,,_ as WITH 1/2'C-2f12 TO CONTROL CABINET ' .ay ...r. L—— , ...... ...................-_ ......................... ........_..— I INTERMA CM#EDBHH NUMBER ®I•-{ l r l- ____� I NOTE: ANDH 1OCA CON BIER EACH SURMOUNT FAC M ONTUN7ETDRENCLOSURE WITH CHTINC� f CONTROL CABINET I o CONTROLS RELAY CABINET MOUNTED ADJACENT TO ENCLOSURE LABEL ENCLOSURE 11 TO EXTERIOR I -.............. l LIGHTING CONTRACTORS" I I m<o + 11 ....... SIGNAGE CIRCUITS -... .... y (7 SEE PLANS FOR CIRCUITS ""I ?°....... _._•� + ..... } ...........► I 6 r SPARE Ii SEE CONTROLLER SEE SITE LIGHTING 2 d v SPARE+ ♦y--+- SCHEDULE FOR PANEL _ PLAN FOR _ z s k LIGHTING CIRCUIT/ '+I 1 " LIGHTING CIRCUITS SPARE+ ♦} �_�- -••I if,...... «-. + --t �{ _. _►.- I o°o ci c°J SPARE + it -..a -.._i... L..... ............ .+ .._. �f ____.-__r . .-,r I SQUARE 'D' STARE+ { SQUARE'D' L-—— J U LIGHTING CONTRACTOR/1 / LIGHTING CONTACTOR Z H COIL VOLTAGE - 7N J/ COIL VOLTAGE = 120V NUMBER OF 30A CONTACTS -12 NUMBER OF 3OA CONTACTS T� PER SCHEDULE {7S1 S I CAN POWER CONTACTOR CONTROL SITE L I C7HTI NCG ZONE I - FRONT ROW- L I OHTI NCE, GONTAGTOR 2 N SCALE: NONE SCALE: NONE LIGNTING CONTROL .. 1/2'C-2/12 RELAY CABINET LIGHT CONTROL 1/2•C-2/12 RELAY CABINET NEMA 1 ENCLOSURE— NCLOCIRCUITN CONTROLLER SCHEDULE CIRCUCONI'RIT H } CIRCUIT CHANNEL DESIGNATION PANEL CONTROL UGHTNG CONTACTOR H I CIRCUIT CIRCUIT POLES I � L I I 5 1 LC5 PP5 34 1,2,3,4,5,8,7,8,10 12-POLE « - 1♦ I - I I .... 1 HR. BYPASS TIMER .. BYPASS. TIMER SWITCHL----G• ` -. - CONTROLLER SCHEDULE SWITCH INTERMATIC/FFBIMAH ..- r +t INTERM ATIC /FDBHH N MBER {®I ° ........ Q TO I CHANNEL DESIGNATION PANEL CONTROL LIGHTING CONTACTOR MOUNT ADJACENT TIMECLOCK AND LOCATION PER D NG - .,/r WITH 1/2'C-2/12 TO CONTROL CABINET + y♦ '....,. WITH 1//2'C-2�12 EACH TO I i'�.-}� I CIRCUIT CIRCUR POLES w Z CONTROL CABINET I I 1 12-POLE 0 + r li LL W p J MOUNT CONTRACTORS IN A 6'D X 18'W X 18'H -+I - {} -- - .•.-- .-{� --a /� g SURFACE MOUNTED ENCLOSURE WITH LIGHTING "' •t '"" LL W () ' ECNONTROLS RELAY CABINET MOUNTED ADJACENT TO ..I 1, -- .-a ....... }-4 -.a 'LIGCLOSURE. LABEL HTING CONTRACTORS405URE "' Tt"""' SEE EXTERIOR LIGHTING SCHEDULE PANEL I PELANS ORLIGHTING {' I O Z w SEE PLANS FOR k LIGHTING CIRCUIT "'I - +'' --- --"` LIGHTING CIRCUITS "� - ♦}-� --' I Z j♦ a CIRCUITS I I / U fr ..-__... J 0 SPARE .. t✓'.... -.I _. ♦ _._..a _._..,.. I W VA * L } +II ♦ .... ;+, I 0Q J Z SPARE O (nJ SPARE f ► SQUARE D L--- —————— —————————— —— ———J LIGHTING CONTACTOR W QLL SPARE-+ if — L VOLTAGE- 12 NUMBER OF LI I s PER SCHEDULE CONTACTS x Y y o SPARE+, ly -.- Q^ Q x E € ISUGUHTTIINC CONTRACTOR/1 I.L J x J •c COIL VOLTAGE - 27N NUMBER OF 30A CONTACTS =12 c - Sheet No. 0 I EXTERIOR SHOW ROOM BU I LD I NO L 1 GHT 1 NC5 CONTACTOR SITE L I C�HT I NCB ZONE 2 - L I GHT I NC7 CONT,�CTOR n E2.7 SCALE: NONE SCALE: NONE J UGHTING CONTROL 1/2'C-2/12 RELAY CABINET LITHONIA SYNERGY MODEL #SYEM8RMLSFSBSD PHOTO-CELL ROOF MOUNTED NORTH FACING r N ' CONTROL CIRCUIT CONTROLLER SCHEDULE_ SHOW ROOM LIGHTING CONTROL RELAY CABINET %C1" CONTROL LIGHTING CONTACTOR CHANNEL DESIGNATION PANEL CIRCUIT CIRCUIT POLES RELAY NUMBER BRANCH CIRCUIT CONTROL ZONE LOW VOLTAGE INPUT DESCRIPTION REMARKS U 1 LCS PPS 34 1,2.3.4,5,8,7,BJ0 t2-POLE AS NOTED ON Relay - 1 PLANS AFTER HOURS OVERRIDE SHOW ROOM LIGHTING I--1 TIC; U] Relay - 2 PHOTO CELL SIGNAGE POWER CONTACTOR 1 HR.BYPASS TIMER _ o p SWITCH INTERMATIC FFSOMH SUP MOUNT ADJACENT 1�TIMECLOCK ///® Relay - 3 PHOTO CELL SHOW ROOM EXTERIOR LIGHTING CONTACTOR Cd P!m p WITH 1/2'C-2/12 TO CONTROL CABINET) SLP �1 � •U L e b ,� SLP Relay - 4 PHOTO CELL. DISPLAY LOT -ZONE 1-FRPNT ROW CONTRACTOR o a Tn U a N 1 01 NGTE SUP Relay - 5 PHOTO CELL DISPLAY LOT -ZONE2-CONTACTOR U] a g o MOUNT CONTRACTORS IN A 6'D X iB'W X 18'H I • SURFACE MOUNTED ENCLOSURE WITH LIGHTING SlP •� CONTROLS RELAY CABINET MOUNTED ADJACENT TO Relay - 6 PHOTO CELL DISPLAY LOT-ZONE3-CONTACTOR EuNC •� d m o 0 CLOSURE.LABEL ENCLOSURE SUP TO EXTERIOR BUILDING MOUNTED d LIGHTING Relay - 7 SPARE o HnNc CON RAcrORs N o A� � SLP SPARE+- • --- Relay - 8 SPARE O SPARE- • .-- O SPARE - '" SPARE- SQUARE'D' SPARE . UGHTING CONTRACTOR/1 -n COIL VOLTAGE-277V NUMBER OF 30A CONTACTS-12- ENGINEER 0 b 3 OP= 1 m�i o SHOP 5U I LD I NCB EXTERIOR L I GHT I NCB GONTAC TOR °mod�, SCALE: NONE 3b31sI03a LITHONIA SYNERGY MODEL #SYEM8RMLSFSBSD Tn SHOP BUILDING LIGHTING CONTROL RELAY CABINET "LC2' L+� H RELAY NUMBER BRANCH CIRCUIT CONTROL ZONE LOW VOLTAGE INPUT * DESCRIPTION REMARKS Q AS NOTED ON U Relay - 1 PLANS AFTER HOURS OVERRIDE SHOP BUILDING LIGHTING CONTACTOR N Relay - 2 PHOTO CELL SHOP BUILDING PARKING LOT CONTACTOR Tn a o Relay - 3 PHOTO CELL SHOP BUILDING EXTERIOR LIGHTING CONTACTOR s0i C)a vo u�Y G CONTROL Relay - 4 SPARE Z Q c /z'c-z/1z LL ' NORTH F,CINGR00F MOUNTED Relay - 5 SPARE � e ! Y [,' •. y ��A CIRCUIT N Relay - 6 SPARE f CIRCUIT CONTROLLER SCHEDULE H CHANNEL DESIGNATION PANEL CONTROL LIGHTING CONTACTOR Relay - 7 SPARE CIRCUIT CIRCUIT POLES R N Relay 1 LC5 PPS 34 1,2,3,4,5,8,7,8,10 12-POLE = C C f ep • - 8 SPARE Q ► '�• p`o . / N>._. � 1 HR.BYPASS TIMER SWITCH INTERMATIC/FFrOMH SLP MOUNT ADJACENT TO TIMECLOCK WITH 1/2'C-2/12 TO CONTROL CABINET)/P SLP NOTE: SLP ••_'I'.�F-'-+-. MOUNT CONTRACTORS IN A 6'D X 18'VI X I^ SURFACE MOUNTED ENCLOSURE WITH LIGHTING SLP --+-..=...- CONTROLS RELAY CABINET MOUNTED ADJACENT TO ENCLOSURE.LIBEL ENCLOSURE SUP _....I-it- "" TO PARKING LOT LIGHTING CONTRACTORS SUP - LIGHTING O .++-- SPARE - _ SPARE - b�U 0 SPARE - z 0 SPARE -+- Z - o , SPARE .• SQUARE D '._ J ¢o o`u ci UGHTING CONTRACTOR/1 COIL VOLTAGE=277V NUMBER OF 3OA CONTACTS-12� W 2 2 SHOP BUILDING FARK I NO LOT LIGHT 1 NO G0N7Ar_,70R 2 - 50A1_E: NONE i r= UGHTING CONTROL 8 1/2'C-2/12 RELAY CABINET 5 PHOTO-CELL,ROOF MOUNTED p NORTH FACING CONTROL CONTROLLER SCHEDULE H CHANNEL DESIGNATION PANEL CONTROL LIGHTING CONTACTOR 9 CIRCUIT CIRCUIT POLES g s 1 LC! PPS 34 1,2,3,4,5,6,7,8,10 12-POLE .. { PC I HR.BYPASS TIMER ® S LI6HTIN6 CONTROL SEQUENCE OF OPERATION: SWITCH INTERMATICNT 1FFWI /{/ qpMOU S WITHNI/2OC 2/12TTTOTICONTROL CABINET) SUP EXTERIOR AREA5: SUP ALL EXTERIOR LIGHTING INCLUDING PARKING LOTS,LANDSCAPE UGHTINC, PEDESTRIAN WALKWAYS AND Q MOTE EXTERIOR SOFFITS SHALL BE CONTROLLED BY PROGRAM ON AT DUSK,PROGRAMMED OFF BY ZONE AT A CUNT CONTRACTORS IN A 6'D X 18'1W X 181H SUP + {} �� TIME DETERMINED BY THE OWNER. PROGRAMMING OF ALL LIGHTING CONTROL IS BY CONTRACTOR NA Z SURFACE MOUNTED ENCLOSURE WTTH LIGHTING CONTROLS RELAY CABINET MOUNTED ADJACENT TO > CC 0 E o NCLOSURE.LABEL ENC`OSURE SLP - +} " TO INTERIOR FACTORY START-UP. 'LIGHTING CONTRACTORS SLP LIGHTING SYSTEMS LL LL 8 Q s SPARE- - OFFICE AREAS: NOTE: Q W Q = SPARE - t- CONTRACTOR SHALL PROVIDE FACTOR M � V ALL OFFICE LIGHTING SYSTEMS, EXCEPT EMERGENCY,SHALL BE CONTROLLED BY LIGHTING CONTROL cr O -- SPARE- {t" SYSTEM FOR AFTER HOURS AUTOMATIC SHUT OFF AT A TIME DETERMINED BY THE OWNER. EACH 5000 START-UP, PROGRAMMING AND OWNER & SPARE - t}--. SQUARE FOOT OF OFFICE SHALL BE PROVIDED WITH AUTOMATIC LIGHTING SHUT OFF OVERRIDE SWITCH TRAINING FOR ALL LIGHTING CONTROL Z W LU PER TITLE 24 REQUIREMENTS. PROVIDE ILLUMINATED OVERRIDE SWATCH AND ENGRAVED COVER PLATE. SYSTEMS. W (n U O SPARE - .1 - J DENOTING AREAS CONTROLLED. PROGRAMMING IS BY CONTRACTOR NA UTHONIA OR SQUARE-D FACTORY SQUARE'O' START-UP. //► J O Z UGHTING CONTRACTOR/1 V_J COIL VOLTAGE A 277VCONTACTS � W Q W _ NUMBER OF 30A CONTACTS=12 Q j J W SHOP BU I LD I NCG INTERIOR LIGHTING GONTAGTOR 1 J 7-19 i c - SCALE: NONE x Sheet No. y V E2.8 o "E a m FIXTURE SCHEDULE DETAIL NOTE5: 1. USE COMPRESSION LUGS TO TERMINATE CONDUCTORS TAG 5YMW DESCRIPTION LAME—TYPE OUNTIN MANUFACTURER AND REMARKS TO LIGHT FlXTURES. W SUPPORT WIRE TO GRID MEMBER AND QUANTI MODEL NUMBER WHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE DOWNLIGHT 32WTRT PROVIDE WITH BATTERY SHOEBOX STYLE LIGHT FIXTURE TYP 4 CORNERS. D1 O 32 6"APERTURE 35OO'K RECESSED LITHONIA PACK WHERE NOTED BY ' NTH OPTICS-1000W-MH RECESSED FLUORESCENT COMPACT FLUORESCENT (1 LAMP) #AFV32TRTWTR6277GEB "NL"ON PUNS I FIXTURE 22'-0'5"SQUARE STEEL POLE. E1 H LE5 EXIT SIGN-LED RED SURFACE LITHONIA LRP-IRC-120/277 EGN U SEISMIC WIRE TYPICAL 2#12 LED /LESR277ELN HARES ONE EACH END OF 2'x4'LAY-IN F32T8 PROVIDE MATH EMERGENCY FIXTURE DIAGONALLY F7 ® 98 FLUORESCENT 3500'K T-BAR UTHONIA POWER BATTERY PACK OPPOSED, THESE MAY BE SLACK ACRYLIC LENS (3 LAMPS) #2SP0332AI2125277GEB WHERE NOTED BY"NL" Uj 3"x5"HANDHOLE WITH SCREW T-BAR GRID F2 2'x4'LAY-IN F32TS PROVIDE MATH EMERGENCY 4 o CONNECT 010 GROUND COVER h GASKET. ZR ® 96 FLUORESCENT 35001C T-BAR LITHONIA POWER BATTERY PACKWIRE TO GROUNDING 18 CELL 4'DEEP PARABOLIC (3 LAMPS) /2PM4G33218LD277GEB WHERE NOTED BY"NL"LUG OF POLE OVIDE T-BAR HOLD-DOWN U BASE COVER SURFACE MOUNTED F32TS PROVIDE MATH EMERGENCY CUP AT EACH CORNER TYPICAL F3 24"MINIMUM SCREWS OR OTHER ® 64 WRAPAROUND ACR 3LAMP SURFACE UTHONIA POWER BATTERY PACK DO a APPROVED METHOD FLUORESCENT ACRYLIC LENS (2 LAMPS) /AW232AR277GEB WHERE NOTED BY"NL" FQ o N FINISH GRADE (4)1"DIA.X 40" OF FASTENING TO tl g a aJ(�y yryTM ANCHOR HOOK BUILDING STRUCTURE. F4 INDUSTRIAL 10%UPLIGHT F32T8 PROVIDE WITH EMERGENCY 5 SACK( 64 FLUORESCENT 3500'K SURFACE UTHONIA POWER BATTERY PACK IC y�l e MINIMUM STRENGTH) _ 24"MINIMUM WARE GUARD (3 LAMPS) #AF10332277GEBWGAFZ WHERE NOTED BY"NL" ��p mA CONCRETE FOOTING >✓" -- L7 u w tl i° y WHERE HEAVY DUTY SYSTEMS ARE USED, F3278 0 y oD►N A 7-17- NOTE: ALL ELECTRICAL EQUIPMENT, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF ® 64 WRAPAROUND 3500TK WALL LA LIGHTINGR, CONDUIT, FIXTURES, ETC. SHALL BE A 48 INCH MODULAR HANGER PATTERN IS CORRIDOR LIGHT FIXTURE 2 LAMPS O IliT� SECURELY FASTENED TO THE BUILDING FOLLOWED. WHEN CROSS RUNNERS ARE USED ( ) /WCP10024RFYUDL277CEB STRUCTURE AS PER CITY ORDINANCES. WITHOUT SUPPLEMENTAL HANGERS TO SUPPORT 2'x4'LAY—IN F32TB PROVIDE WITH EMERGENCY O OUCTORS PER PLAN LIGHTING FIXTURES,THESE CROSS RUNNERS MUST ® 64 FLUORESCENT 3500T( T-BAR UTHONIA POWER BATTERY PACK n+•I PROVIDE THE SAME CARRYING CAPACITY AS THE SCHED. 40 PVC CONDUIT MAIN RUNNER, ACRYLIC LENS (2 LAMPS) #2SP8232A12125277GEB WHERE NOTED BY"NL" K ALL LIGHTING FIXTURES SHALL BE SECURELY FL7 ARCHITECTURAL 150WMH RIGID STEEL CONDUIT-PVC ATTACHED TO THE SUSPENDED CE14NG SYSTEM. LIGHTING FIXTURES WEIGHING 56 POUNDS OR a F-Q- 100 FLOODLIGHT (1 LAMP) TENON HYDREL JACKET OR SCOTCHWRAP THE ATTACHMENT DEVICE SHALL HAVE A MORE SHALL BE SUPPORTED DIRECTLY FROM #7100 175 480 FL YM WH 4/!t VERTICAL REBAR CAPACITY OF 100 PERCENT OF THE LIGHT THE STRUCTURE ABOVE BY APPROVED HANGERS. CONTINUOUS 24"DIA. Y4 TIES AT 12"O.C. FlXTURE WEIGHT ACTING IN ANY DIRECTION. ARM-MOUNTED RECTILINEAR LSI-CHV-FA-1000 PROVIDE MATH RECEPTACLE �1WGINEEq ` PENDENT MOUNTED LIGHTING FIXTURES SHALL BE e �_ 2000 CUT-OFF LIGHTING METAL Pam/ MHR-CT-480-WHT WHERE NOTED 10 TURNS OF N8 BARE COPPER WHEN INTERMEDIATE SYSTEMS ARE USED, �12 SUPPORTED DIRECTLY FROM THE STRUCTURE (�)FIXTURE PER POLE HALIDE(2) ARM LSI-5SQN-S11G-22-N-WHT/5BC/GFl CONTINUOUS TO POLE GROUND LUG. GAGE HANGERS SHALL BE ATTACHED TO THE GRID ABOVE USING 9 GAGE WIRE OR APPROVED 2 LAYERS OF/15 FELT MEMBERS WITHIN 3 INCHES OF EACH CORNER OF ALTERNATE. SL ARM-MOUNTED RECTILINEAR LSI-CHV-Fr-1000-MHR-CT- T PROVIDE WITH RECEPTACLE EACH FIXTURE TANDEM FIXTURES MAY UTILIZE a •0 CUT-OFF LIGHTING METAL POLE LSI-5SQBO-S11G-22-S-MMT 5BC/Fl WHERE NOTED LLo u COMMON WIRES. (1)FIXTURE PER POLE HALIDE(1) y�F{ e ARM-MOUNTED RECTILINEAR POLE LSI-5SQBO-S,lG 22H D180-MT/5BC/GFl WHERE NOTED RECEPTACLE �'W4'319103ti p-�-❑ 2000 CUT-OFF LIGHTING METAL D I SPLAY LOT L 1 SHT POLE DETA I L(:�) FIXTURE MOUNTING IDETA I L 2 (2)FIXTURE PER POLE HALIDE(2) ® LSI-CHWM-FT-400-MHR-F-277-NWT N LI SCALE: NONE SCALE: NONE L • METAL WALL HALIDE(1)400W F— r Q e ❑ 250 MOO SURFACE CDATTEDH SURFACE UTHONIA MOUNTED HID (1 LAMP) /CCI-250M-773-277-WL V O E2 SHOP AREA 15 EXIT SIGN LITHONIA-LV-S-W-1-R-120/277-ELN N A a o BUG EYE- SHOP AREA a EMERGENCY LIGHT UTHONIA-IND-1250-W-H2O12-SD eif vo DETAIL NOTES: 400 WMH Z 1. FLUORESCENT EMERGENCY BALLAST SHALL PROVIDE A MINIMUM OF 2800 L ® 450 CHALLENGER COATED WALL LSI LLJ EMERGENCY LIGHT AT LUMENS OF EMERGENCY ILLUMINATION. e (1 LAMP) 1B'-0• /CHWM-FT-400-MHR-MT-F 0 =W 2. EMERGENCY BALLAST SYSTEM SHALL CONSIST OF A FIELD REPLACEABLE 2'X 2'LAY-IN 250 WMH RECESSED NICKEL CADMIUM BATTERY,MAINTENANCE FREE 5 YEAR WARRANTY, e o❑ 250 HID WET LOCATION (I LAMP) EXTERIOR LITHONIA-GFl-25OM-RM-T73-277-SCWA-TCPF r CHARGER,INDICATOR LIGHT, AND TEST SNITCH. FROSTED LENS m 2 E O r e.e e ❑ 2'X 2'LAY-IN F32U PROVIDE WITH EMERGENCY N n C e p.•$ 64 g CELL pARABOUC 3500'K T-BAR UTHONIA-2PM3N-GB-2-U316-9ND-277-GEB-LP1 POWER BATTERY PACK Q • o�o LOUVED (2 LAMPS) WHERE NOTED BY"NL" OC ! R Z OUS 2 e ❑ 'X 2'LAY-IN WMH 250 HID INTERIOR MASTER COLOR T-BAR LI7HONIA-q-250M-RW-T73-277-SCWA-HTC SHOW ROOM CLEAR LENS 0 LAMP) UN5KTGHED FIXTURE 5WITCHED FIXTURE TEST SNITCH TEST SWATCH HOT BLACK BLACK _.BLACK _ AC HOT BLACK .BLACK . .BLACK AC a WHITE BALLAST WALL WHITE BALLAST SWATCH WHITE •..WHITE EMERGENCY EMERGENCY FF_ RED BLACK 120V RED RED BLACK 120V o .• RED BALLAST _._ OR BALLAST LU z ORANGE 277V - ORANGE 277V ° v (CAP UNUSED LEAD) (CAP UNUSED LEAD) Z o v N COM COM = o o`U 0 FIXTURE 51*HEDULE NOTES: J 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPES OF TRIMS FOR ALL EILI RECESSED FLUORESCENT FIXTURES TO FIT THE cc BEING INSTALLED. F 2. ALL FLUORESCENT LAMPS SHALL BE TB OCTRON LJVJyI 3. ALL BALLASTS SHALL BE ELECTRONIC SOLID STATE W o 4. FIXTURES TYPE IN CONTACT WITH INSULATION SHALL HAVE U.L. LISTED - TYP I GAL EMEfi�SENGY FIXTURE W I R I NO L7 I/AGi�A�M 3 THERMAL BARRIER. 5. CONTRACTOR SHALL VERIFY THE TYPE OF CEILING BEFORE ORDERING 50AI NONE NEW FIXTURES.CONTRACTOR IS FULLY RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS TO FIT CEILING CONDITIONS AT NO EXTRA CHARGE TO THE OWNER. 6. R07M TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION 'rs. OF LIGHTING FIXTURES. 7. SEE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS,CEILING CONFIGURATION g AND UGHTING PLACEMENT. CEILING OR ROOF xX 8. FIXTURE TYPE STRUCTURE XX ANTITY(WHERE NO NUMERIC QUANTITY IS LISTED, FIXTURE TYPE IS TYPICAL FOR ENTIRE AREA) a 00 DETAIL NOTES: g 1. ALL AREAS SHALL HAVE MULTILEVEL SWITCHING WITH SNATCH'° _ —CABLE TIE CONTROLLING ALL OUTER TUBES AND SWATCH'b'CONTROLUNG ALL INNER s TUBES IN 3-LAMP AND 4-LAMP FIXTURES CHAIN HANGER 2. MAXIMUM DISTANCE BETWEEN MASTER AND SLAVE BALLASTS SHALL NOT ASSEMBLY EXCEED 10 FEET. ;s z 4—0" 4 LAMP MAXIMUM ~—��2" STEEL FLEX BALLAST Oa I) o f MASTER UNIT 4-LAMP ELECTRONIC 2-LAMP ELECTRONIC CONTAINS TWO(2)BALLASTS. - ,^ �BALLAST(LAMP'a') Q BALLAST(LAMP'b') b �b 4-LAMP ELECTRONIC W Z IN BOTH MASTER AND SLAVE ONE CONTROLS OUTER LAMPS BALLAST(LAMP'NI t-7 .s d o UNITS; ONE CONTROLS CENTER (INNER)LAMP L BOTH _ 7b -- - MA5113t AND SLAVE UNITS „ Li -CABLE TIE - i0 w J t d FACTORY SUPPLIED FIFXIBLE O /Y• CCQ L WIRING ASSEMBLY FOR USE M CC W LA WITH 'MASTER/SVE'FIXTURE�.:��� cc _ _ ARRANGEMENT.U.L.LISTED V I R `O Z W a � LIJ Ix Y fn 00 b rWn Z ° SLAVE UNIT b "' � O Q LU H J = o 0 0 0 ,b Q W Q w t Yx LL! Q Q `= F I XTURE TYPE "F4" MOUNTING DETA.I L n MA�STERZSLA VE L 1 SHT FIXTURE GONNEGTI ON Sheet N o. o � 5GALE: NONE `'t SCALE: NONE I E3.0 a �� SHEET NOTES 1. CONTRACTOR SHALL VERIFY LOCATION,CEILING TYPE,TRIM,AND REQUIREMENTS OF ALL LIGHT FIXTURES AND CONTROL PRIOR TO BID PROPOSAL,ROUGH-IN,AND FINISH INSTALLATION. l  2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE ( `; TO ALLOVII FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED I{t" lr,Il ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. - -- 1 i - ! _ ' -- - �'" + �' -- — 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL 1 - - .or _ j--- --- --- }r -.__T e __ .. ONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER TH' y ': r.. _.: _ -:. _.:�,..rf�r�flt��irrrrrzzz ZG�__ :..Z;:. __ ., ._ •a<Z7=rrzrrrrrr�zrr7rLrr_:_r.� �`: ... ._ --..� "._':.:�... Trr�rrrrTTrm�r.TT-rr—l ......� U ....; .C.. --- _ ....—._.. ____. ____- .................... S GJURIS'?' �'- 10 NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING DICTION. -.. .. ........1 ..__._.. ..._........ 9 4. 3/4'CONDUIT MINIMUM UNLESS OTHERWISE NOTED. h-I 5. ALL LIGHTING FIXTURES SHALL BE SECONDARILY SUPPORTED WITH SAFETY CABLES, '�' PROVIDED BY CONTRACTOR.6, VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. 34 34 34 7. MAINTAIN A MAXIMUM 2%VOLTAGE DROP ON ALL LIGHTING HOMERUNS. �r ♦ A B ALL EXIT SIGNS ARE+12'OTHERWISE NOTED, TO CENTER LINE OF FIXTURE ABOVE DOOR FRAME UNLESS o pj p 9 \` 1 ,) !,5j 9. CON TRACTOR SHALL PROVIDE ALL BACKING BRACKETS AND DMOUNTING � g ' #IO #IO '-• #IO -� •'� -J HARDWARE NECESSARY TO PROPERLY INSTALL LIGHTING FIXTURES. p d o ' 10. VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO q m cv q iO 34 34 34 INSTALLATION :., •'� .___- --. ____. ,____. _...... .. .............. ........ .......... .... ............ _-. _____ ........ ............... '.. 11. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE 0 COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES,AND WIRING 0 REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. b+� #IO #IO #IO 12PROVIDE U CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL LIGHTING SYSTEM CONDI 13. VERIFY AND PROVIDE JUNCTION BOXES,CONDUIT,DISCONNECT SWITCH,AND WIRING 34 34 34, ASSOCIATED WITH SIGNAGE/GRAPHICS ON GRAPH ICS/SIGNAGE DRAWINGS.SO �NGIBR y __-- __-- _-- ----_ - - --- __-- 1 14. ALL LIGHTING FIXTURES,EXCEPT EMERGENCY,SHALL BE CONTROLLED BY LIGHTING #IO CONTROL RELAY SYSTEM UNLESS OTHERWISE NOTED. p==p y F2 2 E3.0 d TYPICAL �' b3lSI'J3B 0 ' 18 -]a 54 #1 DLPI-S4 ..-� . .,Ld._.-..r...._. _...:'.t. ,... t:,y .. _-: ....... ,... ... .,.. ,: :]—..._...... .L.. ... 3.... ....,.._.�,i:.,.S.:..:.1.:.:r :.1?I:a:-CT'._,..........T:..:.I�:'c`r. - b _I °, Sab db ab b b ly s 18 la la la Ia la �sL-Ib a KEYNOTES 3a `� 2 51 I:M5 TO U 3b 3b 3b 3b 3b UPPER O HOME RUN VIA SHOW ROOM BUILDING EXTERIOR LIGHTING CONTACTOR 0 4ab 15A Sab I5pb Sab 13b I 13b Uppm c4 'Y LEVEL ,� 15ab 15ab 1Sab IBNL / ,I_ LI6HTIN6 O2 HOMERUN VIA INTERIOR AREA LIGHTING CONTROL RELAY CABINET. N e 4ab a la la la la la la la la 3a r - - 3b I ab 'bc t3Qb Bob1 13ab h \\ e e a 15ab /,, 18NL IIb 3b 3b 3b 3b 3b 3b 3b �`r% Z a' gab A 13ab 3b 3b w o f A /� c •I5ab to 8NL la la la la la la la la la e --e _ IIb 15 15 15 I / `o • .ciA sL IS _. .� .... ...... ......... q d.... 4 `......, i• 15- '� 5 15 3L7 3b 3b 3b 3b 3b 3b 3b 3b l3a Bob ---13ab I I I I / ¢ ► o 0 Ila IIb a a a a la la la b cc 4 a>S gab - Q b car. 3a 4 —g- Eao , - at 7 6 b — . 4ab 18 13c 3b 3b 3b 3b 3b 3b 3b 2b 1 Ib la IIb ISNL 13a _ 6db - 3b 13c 13b IQ 2a a 2a 2b 2a gab 15aJ 3c b . w-. . 2b Za 2b ,� H aj ¢ 8 d f 2b 4ab 4ab !I 18NLt3' 13a" lg a I _ 13a i r- v w., '16NIL tab tab i .. i ;• :_. `. �.._ i^IO i DLPI 18 4ab - -- z° / G $ 19 0 r �60� y is / Q o 4a _ O Ila IIb �10 19 I I b I6NL --' 2 1 2 #- b _ b b 2cY'! oIL LL uvw 4ab ,- 1 �-< ... a .. 52 SWITCH LES 9C 4ab TO 4m LEVEL m - r — a ._ — U. #10 , 1 L 6HTIN6 i 4ab 4 _ 6 _ ...... 1-+i 30 / - t } i f - t_ q, .....1 1 ... '... ....... j 4ab glob: - ;r #10 t 1 I r ..........I_ I........ i i al0 `. 4e3 n j 32 30 32 ! { ....1.. 1 Mld #10 r7b '7b' 1b `1b b 4b 8 3 \f ( #I k 30 52 �JO 32rl k 1 L. ..f ��---�� � ' t rt s ram= �...it 1. _ _ y_ _ - tt1O x10 #Id 5 J sb #Ip C a 28 £ _ TYPICAL Q r 1 ............._ - 'J. _ ....... ........__... .. ........ _......._. —_� o CC g PARIT B2 ep A� J s W r Q .E i..., - .i...� 1... i.... -.L ,I Lu V r: _ z -- 0 W cn Q W ¢ w uj { o Q Q x Y E KEY PLAN p a � x � L' o FIRST FLOOR SHOW ROOM L 1 C3HT1 NG PLAN N N.T.s- sheet No. "r SCALE 1/8" 1'-01, 0 6 10 20 a E .1 SHEET NOTES 1. CONTRACTOR SHALL VERIFY LOCATION,CEILING TYPE,TRIM,AND REQUIREMENTS OF ALL LIGHT FIXTURES AND CONTROL PRIOR TO BID PROPOSAL,ROUGH-IN,AND FINISH INSTALLATION. 2 SIZE TO AL OW FOR SHALL, VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTINNG NDINDUCA D 5) '•,\",J •" ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS, 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE U NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. ��r1 4. 3/4"CONDUIT MINIMUM UNLESS OTHERWISE NOTED. 5. ALL LIGHTING FIXTURES SHALL BE SECONDARILY SUPPORTED WITH SAFETY CABLES, PROVIDED BY CONTRACTOR. o e 6. VERIFY LOCATION OF ALL DEVICES N ARCHITECTURAL PLANS. o q 7. MAINTAIN A MAXIMUM 2%VOLTAGE DROP ON ALL LIGHTING HOMERUNS. - B. ALL EXIT SIGNS ARE-12*TO CENTER LINE OF FIXTURE ABOVE DOOR FRAME UNLESS 'o OTHERWISE NOTED. F6 1 ec2 9. CONTRACTOR SHALL PROVIDE ALL BACKING,BRACKETS,SUPPORTS,AND MOUNTING F2 1 k2 12 E3 D HARDWARE NECESSARY TO PROPERLY INSTALL LIGHTING FIXTURES. TMPICAL F4 4 10. VERIFY THE EXACTROUTING OFALLEXPOSED CONDUITWITH OWNERPRIORTO u w o ay TYPICAL INSTALLATION. ,� U�q m>m w E3.0 T'PIGAL ..._..._ .. ............__........_...__ ..... ................ _....._.... ......... ..........._ .. _ ......_._.-�T,}— _ - �. _.._. _.� ___T,._._.-.: ___ a ____ +-:-.-;-�_ ._._ a_..-- l 11. COORDINATE WORK WITH LE OBTAIN ALL DRAWINGS REQUIRE ...... .. s-.. ..... COORDINATION AND PROVIDE A ELECTRICAL CONNECTIONS,DEVICES,AND WIRING IMP I �••��:1 + _I I REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS R NOT. 114' ............. _. t 12. PROVIDE CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL LIGHTING SYSTEM CONDUITS.To LOVER ._ IN w 8a ba lob8a lob ' SHIT "LPL 13. VERIFYAND PROVIDEJUNCTION BOXES,CONDUIT,DISCONNECT SWITCH,AND WIRING 114,b ASSOCIATED WITH SIGNAGE/GRAPHICS ON GRAPHICSISIGNAGE DRAWINGS. IOb IOb 8a Ob lob Sr- 50 5- 14. ALL LIGHTING FIXTURES,EXCEPT EMERGENCY,SHALL BE CONTROLLED BY LIGHTING oNO01NEER y CONTROL RELAY SYSTEM UNLESS OTHERWISE NOTED. _ o ... d a lob 8a 8a 5c s 14d� ." 2b 8a 8a IOb 8a Ob ea 5c 5c SG o o IOb lob 3b3L5103ti IAab 140b r I IOb 8a IOb 8A lop cx rx 12a �C v� w � 4a 4b 14a iC\\ 1\ �, I ...... .,,- -- y 12b Sa -J ba lob J ba lob JI 5c J 5c pia KEYNOTES a 14 i T bNL lob Ba a SGi 56 HOME RUN VIA INTERIOR LIGHTING CONTROL CONTACTOR O 4b 14b lob lob 8a lob ga IOb 5c SG IAb •--)— ____ L.... 140 120 12b 12a =12 8a Iob IOb l cn { a.... .... 1 140b Q c ' 4 4a ..... lob , ...14a :LL Y Sa Ba lob 8a lob a 6a °a .e r 1120 _ IOb IOb _ loboIOb Z n ... ....... :... I 12b � 120 17b cO =7 � 16NL ' 140 14b 14a = ca N —__ -� 12b IbNL 12 2 �o e 12a Q r 0 _ __....... -tl+10.12-14 a6 12b 17p � r _ /......� f.. ._.-� 12cb l - —- --- mil\ __..... _—....... _.. ...... .......... . .... .... ... - .... .... .... _. ......._... ........ _ _......... ......_ _._...... _........_... r ' F 1&2 DOM TO LONER LEVEL SWITCH '9G" j 9c i TYPICAL \\ z O o O Z �§ O 3 c ° R O D U U I li O C _O m I ! I t'. I 5 in F !I 1 _._" - .... ................... ..... W I � I _ i I LLJ 6 v u Q ` Z /ur Ir .0 G 11=11N6 2 0"INS 2 a LL SECOND FLOOR SHOW ROOM L I GHTI NO PLAN PARTS PARTA O w v SGALL `8" i'-O" o s o 20 0 Z W w W UO 1 ;Y a Z fr 0 W � cn J Q Y ¢ w X Y o g v KEY PLAN a � X �c a 1'1•Tb. Sheet N., 0 r E3.2 SHEET NOTES N 1. CONTRACTOR SHALL VERIFY LOCATION,CEILING TYPE,TRIM,AND REQUIREMENTS OF ALL LIGHT FIXTURES AND CONTROL PRIOR TO BID PROPOSAL,ROUGH-IN,AND FINISH INSTALLATION. 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 3. CONTRACTORSHI�ILL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE U NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. 4. 3/4•CONDUIT MINIMUM UNLESS OTHERWISE NOTED. '--� 5. ALL LIGHTING FIXTURES SHALL BE SECONDARILY SUPPORTED WITH SAFETY CABLES, PROVIDED BY CONTRACTOR. N �o 8. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. M 2 w. G 7. MAINTAIN A MAXIMUM 2%VOLTAGE DROP ON ALL LIGHTING HOMERUNS. ~ 3"j ■ c ' U qq v, y'9 a S. ALL EXIT SIGNS ARE-Ir TO CENTER LINE OF FIXTURE ABOVE DOOR FRAME UNLESS N o y OTHERWISE NOTED. c g • B. CONTRACTOR SHALL PROVIDE ALL BACKING,BRACKETS,SUPPORTS,AND MOUNTING HARDWARE NECESSARY TO PROPERLY INSTALL LIGHTING FIXTURES. 10. VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO io v cv q c INSTALLATION. ,� U m R u 11. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES,AND WIRING 0 REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. 12. PROVIDE CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL LIGHTING SYSTEM CONDUITS. 13. VERIFY AND PROVIDE JUNCTION BOXES,CONDUIT.DISCONNECT SWITCH,AND WIRING ASSOCIATED WITH SIGNAGE/GRAPHICS ON GRAPHICSISIGNAGE DRAWINGS. �NgINEER 14. ALL LIGHTING FIXTURES,EXCEPT EMERGENCY,SHALL BE CONTROLLED BY LIGHTING p0 c y CONTROL RELAY SYSTEM UNLESS OTHERWISE NOTED. pro v J sil , UJ F W,LU KEYNOTES o Z�I O1 HOMERUN VIA SHOP LIGHTING CONTROL CONTACTOR xl N HI a c 0 A o7S a e ' 1 5LP-•I-9-II •■ I 1 '✓{� ' ,... - ULJ � ITIIIU i rGIIZI,^ __ 'L ZL 1i.1 lr { ._....., cib o—� I a I ib 13 15 II J 9 7 cn a■'^' I gqD cm I c �•+ i I I J < 15 it 4. � IL _ n>o 1 � r 13 I 1 ;I II � I• `� 9 I: I r" i I I 1 I i t; I � � it II :4 f II iI ' 13 i II Ti -- 9 -I i I r I�b — Ila 11b ) l I7a r 1 e 1-- i - I _ S z 2 s , I I it \ — f I I m13 15 m Ila 1-b Pia* - it z inaJ , , q I S 46 , ;, , ?a r l?b I-la 1 I I , Ib :, Ilb I k s I7a /, s I?a Ilb I-la t3 .. % IS II ......... q j —... — - --- ...is :1 1 - - ✓ 1 'r rl i\ I o ' , j a - o 1 Td I Ib I-la \ \ ✓ I 1 , I ,o 1 Ild NL € ; iI -- %` -- Q 13 - -- - s •. 1Y— a 9 -- W Z ,o , f y - T: r7rirr�lii ----—._....._.__ -.. ..... -- ---- _. 0 1 A i FB - - W J LU I•t 32 TYPICAL TYPICAL O c W V Im z 2 I w EJ O BUL lr 2 INS 2 O F. 0Z w CAL Q TYPI ❑ _❑ __... {� ......... V O _ W fI a Z _ ` \ LL, fA Y x a <EY PLAN x -' �c N.T.5. Sheet Na. 0 g E3.3 SERVICE BUILDING WEST -SERVICE BAY LIGHTING FLAN N SCALE Ida" : 1'-01, 0111, 5 10 20 SHEET NOTES 1. CONTRACTOR SHALL VERIFY LOCATION,CEILING TYPE,TRIM,AND REQUIREMENTS OF ALL LIGHT FIXTURES AND CONTROL PRIOR TO BID PROPOSAL,ROUGH-IN,AND FINISH INSTALLATION. 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMrr SET)DRAWINGS. 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE U NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. 4. 3/4'CONDUIT MINIMUM UNLESS OTHERWISE NOTED. I--1 5. ALI,LIGHTING FIXTURES SHALL BE SECONDARILY SUPPORTED WITH SAFETY CABLES, PR DIED BY CONTRACTOR. w 8. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. 7. MAINTAIN A MAXIMUM 2%VOLTAGE DROP ON ALL LIGHTING HOMERUNS. •V u •� 0. ALL EXIT SIGNS ARE-12'TO CENTER LINE OF FIXTURE ABOVE DOOR FRAME UNLESS � p p1 e OTHERWISE NOTED. M A g c • 9. CONTRACTOR SHALL PROVIDE ALL BACKING,BRACKETS,SUPPORTS,AND MOUNTING +��•V I O HARDWARE NECESSARY TO PROPERLY INSTALL LIGHTING FD(TURES. 10, VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO I�u r m INSTALLATION. ..0 1 a 11. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECT7RRICAL CONNECTIONS,DEVICES,AND WIRING M REQUIRED WHETHER SHOWN ON ELECTkI_AL DRAWINGS OR NOT. I•+4 12. PROVIDE CODE SIZED EQUIPMENT GROUNDING CONDUCTOR IN ALL LIGHTING SYSTEM CONDUITS. 13. VERIFY AND PROVIDE JUNCTION BOXES,CONDUIT,DISCONNECT SWITCH,AND WIRING ASSOCIATED WITH SIGNAGE/GRAPHICS ON GRAPHICS/SIGNAGE DRAWINGS. �NDINEER 14. ALL LIGHTING FIXTURES,EXCEPT EMERGENCY,SHALL BE CONTROLLED BY LIGHTING w DO p CONTROL RELAY SYSTEM UNLESS OTHERWISE NOTED. 20 SI Lu 'm KEYNOTES a ...... J I Oi HOME RUN VIA SHOP LIGHTING CONTROL CONTACTOR oN I I 30 F.3.0 TYPICAL H I Q o e I i /...I BLP-2 1 Q i �PJ. '17117777171 '1'7:' la Ib n r \ ch b �'• C = +O / Sa 50 5b Sa 5b 5b a a Ib la la b la T N i e ► W«8 I, I b la Ib Ib a Sb Sb 50 50 3b 30 3b Id Ib R 7 1 I r f 1 / " '77777777777777777/'1777 " ^, -:.H `,` r w :::- /Zllllfll✓lCTIl7 'i 103 3 ....---- r � � i . I 5• ; . l �I 1 i p t � d o 0 1 P c ca IL Y\ I tIJ J'� r ;o 1 y_ , L 5 5 f; / I lit \ , g I: I I.._ euLDINb�� HULDIN6 ....:::1.S l :: _ ZZTZZaZLZZ xR PART Q > Ix O :X / 1 a y �Wi 16- Q w BULDIN&I cr 0 0 w V I �i W U 0 a II J Z 's 0 W 05 � J KEY PLAN Q Y x w N.Ts. Q Q Q a _j x _3 Sheet No. LSER /I GE BU I L I NCB L I GHT I N6 PLAN N E3.4 SCALE Vb" : I1-01, 0 5 10 20 DETAIL NOTE51 DETAIL KEY NOTES: DETAIL NOTES, 1. VERIFY AND PROVIDE CABLING AND CONNECTIONS PER FIRE ALARM VENDORS 1, CONTINUOUS PULL,NO SPLICES, LABELED BY CONTRACTOR. 1. BOND METAL PIPING SYSTEMS AT EACH BUILDING PER NEC. ART. 250 REQUIREMENTS. REQUIREMENTS. Q 2. PROVIDE WATER FLOW, TEMPER, AND PULL STATION ANNUNCIATION FOR EACH Q VERIFY AND PROVIDE CABLING PER FIRE ALARM VENDORS REQUIREMENTS. BUILDING AT SHOW ROOM FACP.PROVIDE LOCAL INTERIOR AND EXTERIOR ALARM AT EACH BUILDING. GROUNDING ELECTRODE 1'C-4/12 3 1/12 01D 1 2 CONDUCTOR (PLUS DETAIL KEY NOTES, PROTECTION CTION USED AS GROUNDING BUSHING ,AlHCTION BOX TO FACP JUMPER AS NEEDED Q INSTALL END OF LINE RESISTOR(3.3K OHMS 1 WATT). NP FOR CONDUIT <'J CONTACTS ARE SHOWN IN NORMAL STANDBY CONDITION LATH SWITCH MOUNTED t/Y LIOUIO TIGHT Floc 1/2'LIQUID TIGHT FLEX SOLDERLESS LUGS U PROPERLY AND RISER WET.CONTACTS CLOSE UPON WATER FLOW. WATER PIPE Q S/TP N18 AWG FPL TYPE CABLE. TAMPER SWITCH GROUND CLAMP ON WATER PIPE ® 2C/14 AND. FPL TYPE CABLE. � �c UO u N w a GOLD WATER GROUND DETAIL ac p g SET TIME RETARD ACTIVATION TO 2D-25 SECOND SCALE: NONE IT��+ - DELAY(TYPICAL FOR 80TH FLOW SWITCHES) ��b a m �—ell . LOCAL FIRE WATER FLOW BELL(RED-WEATHERPROOF) OUTDOOR B�rGK1-LOW PRE�IENTER WIRING D I f�6RAM o v 0 o .� TO BE LOCATED ON EXTERIOR WALL NEAR RISER SCALE: NONE ">� V m> u O INTERIOR FIRE WATER ROW BELL O DETAIL NOTES: x 1. ALL EXPOSED CONDUIT SHALL BE SUPPORTED BY CONDUIT SUPPORT SYSTEM AND INSTALLED PER NEC. 6 6 DETAIL NOTES: 2. PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR LATERAL AND VERTICAL 1. CONCRETE-ENCASED ELECTRODE: AN ELECTRODE ENCASED BY AT LEAST 2 SUPPORT OF CONDUIT PER LATEST SMANCA SEISMIC RESTRAINT MANUAL INCHES OF CONCRETE.LOCATED WITHIN AND NEAR THE BOTTOM OF CONCRETE EWGIN R NEUTRAL FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH,CONSISTING E �y�p 1 ONU OCAL 120 VAC AI 15 AMPS DEDICATED POWER OF AT AST 20 FEET OF ONE OR OF BARE COPPER CONDUCTOR NOT SMALLER o= UPPER WATER ROW SWATCH FOR C UNE }LgRCUIT BREAKER LOCK REWIRED. THAN NO. #3/0. u1i �N HIGH VOLTAGE ALARM BELL gRCUIT 2 C 2. PROVIDE UFER GROUND AT EACH BUILDING PER NEC. ART.250 REQUIREMENTS. o`A 1/2'DAT CONDUIT WITH(3)#12 AWG SOLID-THHN TYPE O 5NQ3b315103YW P R J-BOX 3 7/4'C N GROUNDING ELECTRODE CONDUCTOR Cn TYPICAL LL1 K ROOF JOIST ~ L E a R TO FACP)00( t U R GROUNDING ELECTRODE O 1/2'FLEXIBLE CONDUIT 5 W1D TIGHT)WITH11 NONMETAWC PROTECTIVE SLEEVE(SCH 80 PVC) (n E 8 FPL TYPE CABLE WOOD OR CONCRETE R N0. //3/0 AND BARE COPPER CONDUCTOR S cn I NECESSARY Q 4 A 0 e Z s OS 8 Y SHUT-OFF VALVE ry LJJ DR FOOTING CONCRETE FOUNDATION C �FA MONITORING SWITCH FOR -- cn a An 7 7■L. 2' MIN. o�e In Z c ► e« CONTACT IS SHOWN IN NORMAL STANDBY CONDITION WITH SWITCH MOUNTED PROPERLY,VALVE O C 0 $ FULLY OPEN AND SWITCH OPERATING STEM SEATED IN'FILED'REFERENCE GROOVE CONTACT e R a V I� CLOSES UPON VALVE OPERATION(2 TURNS MAX.)OR SWITCH DISLODGMENT. 20MINIMUM DIRECT CONTACT PATH EARTH SPRINKLER R15ER WITH 05Y VALVE WIRING DIA6RAMn UFER GROUND DETAIL 5CALE: NONE U SCALE: NONE a 0 b 4 U Z T`rF I GAL GONDU I T SUFFORT DE TA I L DETAIL NOTES: SCALE: NONE 2 w o J 1. PAD OVERHANG TO REST ON UNDISTURBED EARTH OR WELL COMPACTED Q BACKFlLL TO PREVENT FUTURE SUBSIDENCE. U 2 NOTE: VERIFY AND PROVIDE H" 2. AN B•MINIMUM CLEARANCE IS REWIRED DIRECTLY IN FRONT OF U TRANSFORMER FOR OPERATION. PER UTILITY COMPANY W REQUIREMENTS w I - 3. SLAB, GROUND RODS, CLAMPS,AND WIRE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. SEE LOS 703 FOR APPROVED GROUNDING MATERIALS. GROUND WIRE TO BE A MINIMUM OF 2/0 BARE COPPER. 4. SIDE OR BACK OF PAD TO BE MINIMUM 3'FROM ADJACENT BUILDING DETAIL NOTES 5. SURFACE. 1. TRENCH DEPTH SHALL BE 43"MIN. BELOW ELEVATION OF FINISHED GRADE. CONTRACTOR SHALL PROVIDE PROTECTIVE BARRIERS PER SCE REQUIREMENTS. 2. REFER TO S.C.E.U.G. STANDARD FOR INSTALLATION OF CONDUIT. 3• FOR'SOLE USE'TRENCH WITH ONE CONDUIT ONLY.TRENCH WIDTH MAY BE REDUCED TO TWO TIMES THE NOMINAL DIAMETER OF THE CONDUIT.BUT IN NO CASE LESS THAN 8 INCHES. � I m s I DOOR(8' MINIMUM FRONT CLEARANCE REQUIRED) SCE PAD MOUNT I / TRANSFORMER - - I 18'UNISTRUT- 2 PLACES NOT U S E D FINISHED GRADE 3" SGAL.E: NONE g BELOW TOP OF PAD /9-U" / '10'-0' 18"MIN EDGE OF TRENCH 36"FROM EDGE b OF WATER OR 7" / i� / \ \SEWER TRENCH �48. \\Y FINISHED GRADE 6'MIN. 16' 2/0 MIN. BARE COPPER GROUND WIRE'SECURED TO RODS WITH V" EDISON APPROVED GROUND CLAMPS BACKFILL AS REQUIRED BY LOCAL WIRE TO BE AGAINST END WALL CODES,IF IN PUBLIC RIGHT OF WAY T V f W Z AND 2"ABOVE CONCRETE FOOTING. DETAIL NOTES: NATURAL BACKFlLL SHALL CONTAIN ` ��` 15'-18" Lu Z PROVIDE SERVICE LOOP PER SCE \' r NO ROCKS LARGER THAN 2" c 3/4"MIN. CRUSHED ROCK REQUIREMENTS. 1. BOND METAL FRAME OF EACH BUILDING PER NEC.ART. 250 REQUIREMENTS. ;� ,� � ^ POWER MARKING TAPE 1 Q J (INSTALLATION PER STD. RU-1) :, - J W 36"MIN 0/�r TELEPHONE MARKING TAPE L n.; 43'MIN L,L ((2)5�e"�6'COPPERCLAD ���y' � � 51'MAX � � Z uj STTLEEL GROUND ROD CUSTOMER OWNED SERVICE IN CONDUIT �Z W Q 12" MIN W'^ ` ) UO S.C.E.CO. APPROVED �_3' cn J O Z POWER TRENCH SAN❑ 6,-O'MIN. 4"BELOW B" ABOVE CONDUIT `_ W J NOTE: COMPACTED TO BO'OF THE — Q LV _ NG CONNECTIONS TO INTERIOR RELATIVE DENSITY ELECTRODES AND TO GROUNMETAL WATER PIPE IDED TELEPHONE Y LL E - CABLE TELEVISION POWER CONDUIT(PRIMARY POWER) Q^ Q X Y MUST ACCESSIB ACCESSIBLE. l='%' Q o (PER S.C.E. STANDARD) LL _j X J TO SYSTEM GROUND 12' a - TERMINAL c -_ Sheet Na. 0 a v E4.0 DETAIL TYP I SAL UTILITY TRENCH DETA I LDTIGAL SGE SERVICE TRANSFORMER PAD A SCALE: NOn 50-ALE: NL� SCALE: NO SHEET NOTES 1, CONTRACTOR SHALL VERIFY LOCATION 8 REQUIREMENTS OF ALL DEVICES REQUIRING ELECTRICAL CONNECTION PRIOR TO BID PROPOSAL,ROUGH-IN AND FINISH, 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR 8 CONDUIT /�� �\ SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING O O F3 O ( E ) Djl5 ( p ) O ( 13 ) O INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TOANY 4/ LD DEVIATION8 FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 3. ORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL R QUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. U e C JR /� 4. CONTRACTOR]SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL w,y CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. 5. 3)4'CONDUIT MINIMUM U.O.N. U o � o 0 8. PROVIDE CODE SIZE EQUIPMENT GROUNDING CONDUCTORS IN ALL OCCUPIED CONDUITS. U °i N'�• o 0). ALL DEVICES WITH IG SUBSCRIPT,ARE 190LATED GROUND RECEPTACLES WITH O �J O N I SEPARATE IG CONDUCTOR TO PANELBOARD. CIOq m o u I 8. PROVIDE CONTROLS FOR MECHANICAL EQUIPMENT PER MECHANICAL DOCUMENTS. Qi aF _ VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT ON o d w n c MECHANICAL DOCUMENTS. m P9-Ia1 21 29 P9-19-15-11 : 17 m a p o 9. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. o m 4 U W p u o w,may w I� I� V U 6F1 \ 6fl 10. VERIFY THE EXACT ROUTING OF ALL EXPOSED I WP I OSED CONDUIT WITH OWNER PRIOR TO t] O -21......_._-.. _......... _... .:,., .5... ........ .....:.. . ,-._ ....:_._-.... i...... _....... ,...,. .:. ' .,,.:. ..._...... _ _ ....._.__........... .... ........ INSTALLATION. . ... iai...:,i.: c. iy.i.. :.;..::x..,.:..v..a i.i v.r¢Lv.n..i..:x.._.,..,.- :::r:r,.,. ...a..klnsi i i crrx:.:::r.'a , .,...,. U. .. ._._ :,a.( - ......0 F 19 , IT 19 I'1 15 19 ... 21 r' 11__. IT 1-1 19 / 21 A A6ER rc GRE ..... 25 IS 15 IS 18 15S PI-Iq-21-29 ... .. 1q „ R E�5_ 29 .. KEYNOTES q 21 j t� :� 1 Iq 29 _ - ^� "a - 1---- + ♦ -- t. - -1--+-I I -1-....... _ _ - { aj SEE SITE PLAN FOR CONTINUATION 111-12 21 zt 4 10 'i. nG EN ll ._-__ q 2S ''..\ ..... ... CARE�'. ;/ ..... ..... - : Q MAINTAIN MINIMUM 8'-0'CLEAR ACCESS SPACE PER NEC 110-26(r) �'�d'3151EYTa 12 x. 6FI ".:: t'9-�-'1-11 i.....P '. i.......... t - 1 n 6FI ANA6E rt ..AS-'c=R _.. ... .. { i..ST ACE ..... s i �• f/J x 2. 11 a, . .. .. a.... .......... _a - .. t .._. . :' F PRI=9GE , e W 0... .....-.. .. ,._ __ T _ lr#—::._ gy. -_..... ". _-._ ___ _... ._ ci--r y 25 12 orl, .r---.. _ «TALI. � Y I-II-19-15 11 U .. CAI �. w 5GE 14 29 `,i 12 �:; .a 2121 9 n- _. .. --� 0 SAS "y _. Aga % 14 R AIL AR S ... 6 II � M5B e o J^aO ■ 5 GOHIMUNIGATIONam cc 4.0 NOR 10 VUrT w n:S 'v 21 :.'D na ,DER 9' _ ,�..c�A\ O¢ _ -2 j o so P9-14-Ib J _-- _. 2q g 15 II _.__. PI-26-90-92 14 / E4.0 v e c0 M th 29 Ib 'r. -:,r__ _. :.. 1.... .r-G 1 �7 ) G P-12-I4-I6 a PI-94-56-98 ON 12' E ,12 Q p r., ,.,,,:.. 16 ' 2B PI 22 24-�26_ OC 1 / P9-25-49-24 26 - 6 ENERAL 1 : 54 MANAGER G 1 25 PI-S-'1�1 '`- -� L ao� I-2,4 `aye \ - _ >,-�---rh A2 �_ PI-1-5 :J ".' _ E ry \ 14, 2 \ '-:GC ]c a 'v N_Yv` 26 \ Ib _ - v I .-..,n ,-5 - 2 ....t 26 O...... 24 .. T 5 r ............_... - - ____. __�rtil 5 ___ .._.. c ... 12 .:: \\ g ALA°; A 9 A� --F`o� III �� ME_w; 2{ 1 .:��16 4....I N✓P2 �- �-. ^�� 84 _ �(40 22 F ICE G _6FI 11 } \ E .._.�, 3EG� , D �EDi _ ^v -E ---y 12 FLE T) t T, +42 I' 1 a yz 6FI _- .. .-:;;;: ....: P ''.,..�. 3 G,^� I C \ _S 5 I so It r D 25 A:.ES � � s' I E z° 14ANXSER 0 • o / s SALES SALES S SALE: 1 d U U CD '-- -...... ... n Ir v ;•.,GnRO'.`„ 8 Id LCET) 10 TI (,'=LE T b I L i 16 HowR00. 1n 1 - 6 I a r � ; / -_ .. 0i33Y 1 PI-18-20 2(�6P1 I m LL 20 18 " 3 O I Yg I 20 18 20 "`�.-sv16FI arl � � i 2 O ................_...._.� a _1.�........... ............. ...... ......... ....... ..... ............ .1NP u heae NP _........ .....-.._ ._.._....... ......... �. I '-*nn n Q W Z > O 911LDINS 2 5ULDIN6 2 0 W FIRST FLOOR SHOW ROOM POWER PLAN x PART PART O cr W ir SCALE I/8" I'-O" O 5 10 20 J 00 Z LLl H Z � J V Z ---� " ------1 0 W J Q W ¢ W x Y KE:Y FLAN —j x C N.TS. Sheet No. t ng o "� 4. SHEET NOTES u, 1. CONTRACTOR SHALL VERIFY LOCATION B REQUIREMENTS OF ALL DEVICES REQUIRING ELECTRICAL CONNECTION PRIOR TO BID PROPOSAL,ROUGH-IN AND FINISH. 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING _ INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 3. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. V 4. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. 5. 3/4'CONDUIT MINIMUM U.O.N. 4-) o 0 5. PROVIDE CODE SIZE EQUIPMENT GROUNDING CONDUCTORS IN ALL OCCUPIED C� ;Rm G CONDUITS. 7. ALL DEVICES WITH IG SUBSCRIPT,ARE ISOLATED GROUND RECEPTACLES WITH Sq N o 0 SEPARATE IG CONDUCTOR TO PANELBOARD. S. PROVIDE CONTROLS FOR MECHANICAL EQUIPMENT PER MECHANICAL DOCUMENTS. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT ON w ro 0 o MECHANICAL DOCUMENTS. 5 w m A 9. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. I 10. VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO O...... ._._ ..........__..—. ......21 BI............. .S9 _ _.....D9 ....._— --II I6 -I6 __.—. _........ __... _ .... ____ .__.__—�__..._.. .—..._ ..........._._-. .._— _....... ..._ .....-- ;.........._.. INSTALLATION. �,...... w:....,-_.__. ...,,..A._.__._.. _`-.j. ._L'.u.` -`__.i_... - .....-- ....... ...... .. --'-_ ..._._._ .....— ._-...... ....._. ....._. Nh "� �J ) 25 ^ IZ 1$ IS I I SuPv� P2-24-31-85 16 19 P2-23-25-2-1 16 16 �;� -- _ __[, 2T KEYNOTES ' p3� .:.SINE55 O 1 10 14 ` / OFFIG" r 21 FLOOR FLOOR 16 STORA6� , e VERIFY&PROVIDE POWER&COMMUNICATION CONNECTIONS PER A/V WALL SYSTEM VENDORS BOX I BOX --- r: 4 SHOP DRAWINGS PRIOR TO ROUGH-IN. 3U5'.NE55 "-q55-51-54 P2-12-14-16 P2-7,9,11;3/4'C-S#10&1#10 GND&1#101SO GND12. 12ICCOORDINATE,VERIFY&PROVIDE POWER&COMMUNICATION PER VENDORS SHOP DRAWINGS Ib 14 +42• +�42' 12 ' 4'1 TS F _ II I a P2-13,15,17;3/4'C-5#10&1#10 GND&1#10ISO GND i E ' +- YJ^ COORDINATE,VERIFY&PROVIDE POWER&COMMUNICATION PER VENDORS SHOP DRAWINGS14 W � 6FI 44 TO ® P2.19,21;3/4'-4#10&1#10 GND&1#10 ISO GND ( g ) _.. �� ♦4Z ... r.J { •6D+42". 5 a 1 '`J ....... o !/ 12 Ib 14 �*41 j I ® II V+ Q i „, /. I� �' .__.i �•, 16 ! I'� 8 2 II II li PROVIDE SWITCHED OUTLET U i BOLO Ov1NER'S i ' f fn 12 10 12 cn OFFIGE20 9 i i _ Q C Ib � 1 0 I r— 19 W m c 2J --- P2-2-4 --_.... cn ` �..�mow« C. �I I s 12 14 16 � H 10 - 4. v .... ...... ... e c ' _ �_ - 7 _ o tI 1 ' CO � P2-15-20-22-24 L 12 � = c e 22 AG Q ■ mco :� 18 i _ PAFB M1 ..... _. OC r j _ y OPEN 41 ' P2-41 % Ii, II � a ToA. x'1 BELOW ROOF 1,11I ' -: ON-OZENr,12 41 4#11, drm? .....I j _ —:: ...... _�•....:: ..�.:ii. n:::. ... . . ._..-.- 41 .....- .__ — ..—' ..' s—.._'--_ .....- ._ ... - - 6 I I! �' -- MECHANICAL ENGL05URE OPEN TO ABOVE L .s m�d0 9UIL -IJP A `aUiLT-L1° I i R00F'N6 ROOFING E o i z U EARSTORY I O Qz ..Y 3 dl o � °' o 'I I :. 0 W r S `o- ---------------------------------- I� it II , ; v - ;v - ----- a _ -... )..........I vs —._. _. .... __ _.——_.-.... _.. .....-..—. x I Q� F I j 6 �Q g W` Z / cr 0 B11 IN6 2 0"IN6 2 0 L6 PART 5 PART A D W J SECOND FLOOR SHOW ROOM POWER PLAN x 0 0r ir a Lu SCALE I/8" : I'-O" O 5 10 20 I% O Z W Er Wcl) V5 u z `fir-----' W 0 � 0 D J L < Y Q W W Q Q x KEY PLAN x J a N.T.S. Sheet Na. 0 a E4.2 v F SHEET NOTES 1. CONTRACTOR SHALL VERIFY LOCATION 8 REQUIREMENTS OF ALL DEVICES REQUIRING ELECTRICAL CONNECTION PRIOR TO BID PROPOSAL,ROUGH-IN AND FINISH, 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR 8 CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 3. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL, REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. 4. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL ��y CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION, m 5. 3/4'CONDUIT MINIMUM U.O.N. y e 41 8. PROVIDE CODE SIZE EQUIPMENT GROUNDING CONDUCTORS IN ALL OCCUPIED CONDUITS. ,U 7. ALL DEVICES WITH IG SUBSCRIPT,ARE ISOLATED GROUND RECEPTACLES WITH O SEPARATE IG CONDUCTOR TO PANELBOARD. m q C 8. PROVIDE CONTROLS FOR MECHANICAL EQUIPMENT PER MECHANICAL DOCUMENTS. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT ON MECHANICAL DOCUMENTS. o B. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. u N G 0 10. VERIf1'THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO O INSTALLATION. r.O W IJ KEYNOTES �NG1»EER ti 11 Q VERIFY&PROVIDE RECEPTACLE AND BACK/BOOST(208V-22OV) TRANSFORMER PER DYNO MANUFACTURERS SHOP DRAWINGS. SIfTIB G.5 O O E.5 OE 4/ cn LL3 a W lv U WI y Z IW -20 PANEL PANEL PANEL PANH. Cn 5P6-25�7,2-I Q c =I N SPI SPS-20 SPI Q «IO 'SPb' SP4-39,51 oZf e I : SP4-22 «IO SP2-20 0■ 6F I 6FI 6FI 6FI Z e SP9-14 b 1 1 142 +42' "l " �2' II"'.''rT717..-. ,/r'/!I7-L,' (ll �I:..'Z..... .JIIII:rL"rrTl`11.IL 7-::::: '::_ 1'l7' -/7 '+'7� _7�l '.. _ �r ,-_.,- «IO'F I ''I_"L'1.LL"/r' 'lT//I:.'.,2 104 �o� 10-12 ..F: 1I 14d ''� -z , _.......... ---- a =ciLu «IO .. .; ! d •. ! DETMCATED OBWR FOR � 5P6-2-4.. p. OEDICAFD CIRCUIT FOR OVEAFII.L / ' NIO AIAPM PLAID.115V,1 Ri4ff. - SPS-2p' SP4-2�1, ,. SP5-2,4 / ALARM PANEL 115N.1 PFM4E. 5P2-2,4 »IO ,.. NIO «10 »IO 010 10 G tf a a m 10 �IPS•2b�7;a,9 0 0 SPS-2sXF�a,33 14��,`, to I \�.,\ IJ6,27 010 2 10 S »IO s 1 ., to 0I0 -'d \�� -MIO x A 5P2=I'IJ9�1�1.9 1 % 1 SPI I,N,21�5 T11921�9 X i Bbit Q11EEL BVMICFR) / I «IO �. : 2k t ! 6X »IO 2W.2MV 1 «IO 1 1, «IO 1 i iT DICE 09M 1 : - »IO �- -_ .•. *IC ' (MICAL OF'NL BENCH LOCATOI6� E 1N0� R j 1 »IO 21,2b '2b�71....... __ ... 'u i ���\ I .p+{..... «IO \ .___ It O 1 ,'' 1 •:., ` (L421 F'OIIR POSE UFn I , b�CdIVENENCE OUREf 1 % - b 1Dc1�n oYDt oRMx FTIONr aourx (TYPICAL of Au 13EIICH Laa aN5) * . ON CBLK 31P,2W-z3a.1 PH18E \ i a P 10 to X EQ BVNICEA) \ IpPb10 to 47^21� 4% 21w2 PtiASF. I / 1 y Ib 2�. - - - - { {�. xja 2i�9 2 5P 2bzr � 3 17,19 /' H •19 2 «1O «IO --1;- 2 .¢ Z j N \ 7 j• 0 I % +�io /' \ ON 0 I - 010 5P4-a,11,15d5 I 5P6ji,I l l$I5 •,Y \ a 12 _9P416�0 «IO /f/ '�..� \ I 1 16+ �.10,12 .a »IO 10 NS DO 1 «10 T I Ll „.. '. °-...."- �:.' ..-..... -? ._. Y7,19 18 _5P4-b ... G•'.'Q!/r'.r- 1i1�.9 » r ..... .._. _.-- u -.. '�O'J,Ib I0 O7 m »10 1b1s - l 5 �b �{ �o b b.rJ — — ?� � r.... to » a_ ... V_ Q - /y .7 5P3•b f »IO 1315 }' NIO ,b «IO \i ✓" u _ IN0• :."' W 0 jR DROP LIGHT ON kfII YWNINO BRA(7(ET. —5P2-10,12 1 COM,FIIE"OUTO LOCATO MO �\ / / - -x (TYPICAL OF ALL Sfl BwLs) »10 01 F 6 �P54JI,ISiSI *to ' -. 10 " NOTE: CONTRACTOR SHALL VERIFY AN ' I I � 4 "' \ 4 PROVIDE CONNECTIONS TO ALL SHOP ;.@ 0 4 '�_ 1 a a6 ( Io 4;"��{ / 9i T «I + EQUIPMENT PER VENDORS SHOP 7 �Tr ,I. ;•' `., I ��I J .. � �T DRAWINGS 4 m SP4-iA,b,77 .._..._._ _----__._ i s 5P6-19k7 8/ «l0 i 12-� it 0I0 NOTE: s 1»10 ;-'? I .5,11 «10 yA' \''\ '1 leas »Io 010 �qo 1. SERVICE BAY POWER, LIGHTING AND SIGNAL SYSTEMS s,t 2 »10 «10 SHALL BE INSTALLED PER NEC. ART. 511 ' «10 1 >, REQUIREMENTS. 2. ALL WIRING METHODS WITHIN SERVICE BAY SHALL X y a UTILIZE METAL RACEWAY. !10 .» 3. APPROVED SEALS SHALL BE PROVIDED ON ALL xs I rt / xs-Ipp# RACEWAYS AT BOUNDARIES OF CLASS I, DIVISION 2 s b _{ r y;/ y Q I ' 1O 4. LOCATIONS PER NEC ART. 511-5. .. 4 �. : -. _-_.. a �`y -,_-- 4 ALL SHOP AREA ELECTRICAL DEVICES SHALL BE ..w r• ;-77 jj j 19'. {{ s «lo i' l9" ;' . '/ _. a ?p , » > MOUNTED A MINIMUM OF 24" AFF. ' MIO j.7-4t]I9E 10 'YlJIi�AEMATDN 1 / 440 *40 OFDICA>14 15V,1 PINSE CRCUf. I TYPE MO111•ITED 56 AFF •� Y ALL SHOP OViLETS SHALL E7E]70UBLE r i. TYPICAL . T711PLFX 6F 12" i Q � a M r G « 1 10 0 1 6' �1 1 '� � •, I 11 a =' r � Z r.,r- -�'•;� .'-...., >,' L: .r.. ,• err, _ .:._. ..... 26 �Q -24 N!I 5P2-1b w >7r lz� _ --.'TJ,- ......._ J�dT_ rlrL.ZzzL... ", zrrrrrrzrZrrr rLr...r. ?m:28e50/7 .42' •� 1„ _. -. - +42" 142' O 5ULJ IN6 2 r INa 2 Q LL 8 DEDIGT81 CRMM FOR III PART 5 PART A O Q LLLLII 5P3-IH ° W I SHOP DEVICE-LEGEND, (t)z2w,1 PwaE(wlsr BE:22Mcc FUSED DISCONNECT-SIZE AS REQUIRED t 115V,I RIA3F _ I� SP6-10 5P4-14 a J-BOX-SIZE AS REQUIRED DUPLEX 20A,120V Il.l $I W DOUBLE DUPLEX 20A,12OV,GFI TYPE '�II�� W ILI TELEPHONE/COMPUTE V Z Z cr W TELEPHONEJACK t/1 O Z r COMPUTER OUTLET OU.DIN6 I ; v J O W,5 D C B A -----7Lt----- Q 11I J W Q � O Q W Q w {� x W ;s Y � � I QQ xa d J x J a � .-."off' Sheet NO. r 1� KEY PLAN SER\/I GE SU I LD I NG WEST -SER\/I GE SAY POWER PLAN NIN.T°,. E4.3 SCALE 1/5" : 1'-0" 0 5 10 20 SHEET NOTES 1 CONTRACTOR SHALL VERIFY LOCATION&REQUIREMENTS OF ALL DEVICES REQUIRING ELECTRICAL CONNECTION PRIOR TO BID PROPOSAL,ROUGH-IN AND FINISH. 2. CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR&CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK(PERMIT SET)DRAWINGS. 3. COORDINATE WORK WITH OTHER TRADES.OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTIONS,DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT, U 4. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS RECOMMENDATIONS,PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION. o S. 3/4"CONDUIT MINIMUM U.O.N. c � e 6. PROVIDE CODE SIZE EQUIPMENT GROUNDING CONDUCTORS INALLOCCUPIED CT3 ak o Q CONDUITS. U O s E1 0 a 7. ALL DEVICES WITH IG SUBSCRIPT,ARE ISOLATED GROUND RECEPTACLES WITH 0 �i� o G SEPARATE IG CONDUCTOR TO PANELBOARD 0p 0 m I u 8. PROVIDE CONTROLS FOR MECHANICAL EQUIPMENT PER MECHANICAL DOCUMENTS. VERIFY LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT ON MECHANICAL DOCUMENTS. o 9. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. r° N 17 ,� C)Fi•Tm>�m�� 10. VERIFY THE EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO O INSTALLATION. 0 x KEYNOTES ENGINEER h o S N <11 'list O O O O G.5 PANEL'SPI" lJJ 015TRIBUTION PANEL^9Pvs' N W Q TR2 ,I w c> r ' PANEL-_I $11�J O N �Li a o 5P1$997 9P1-14,16 SPb-99,95 010 oK v a ✓ « 6FI i- « 9TI 0 N0 «IO 22 SF1 jrrrrrrrrrrc„ri ry�crr F=pr rz rr rr �r r 1.7. __r Trrrzz�zrrrcrrr rzr. z Lu — -.. I to to ✓t \ / OR"J-BOK.1.5NP,20BN,—Y r V 4 r p n A DEDICATED L7RVT FOR OPAL 1 PFNSE O ► a / «10 f� \\ / Mb1NEDd1f>E ouRET FOR FLIER OAIIBIER �-I"' AIR COMPRESSOR Fl55FD / ! Z Z a>� / (�120Y, REUIQOm DISCONNECT.101P,480U,3 PKSE/ , r B�IpRIs t2[�1J 22M,40A AIR COMPRESSOR FUSSED / OEdG7ED CRWf Fqt MLSII DISCONNECT.tOFP.48W.3 RUSE! ,I r -2 1,27.2 I }"frr -- ...._rrrrr:rrrrrrrrrrrrrrrrrrr 'ter, 9P1-10,12 fir:- .... ......... ......... .__._.- ..... 21 I «IO 5PI-19J5,I9,19 010 o 0 10 Ef v o u r X U J-BDR FOR 18K 6 UNIT LOCATED OVERHEAD ' I ON CEILING.2HP 2OBJ 1 RIM22 �/ tq •IG ....�,,. H / 29 «10 J-BON FOR FURK LIFT LOCATED OVE'IBfA➢ - Y 21 ON CEILING.21P.20N,1 WASE. 2a ,I 41 p rn d i ' 22f 9PI 22A4010 19 2 •lo ----- ------- r'• , 1 NOTE: CONTRACTOR SHALL VERIFY AN «o #10 �� PROVIDE CONNECTIONS TO ALL SHOP f �• _ ,5T f EQUIPMENT PER VENDORS SHOP DRAWINGS f \ f - 2 / \ // J-8I FOR 25K lb LIFT LOCATED UWARRIEND ON COUND.211P 20BV RUSE. 26 -+ \ . . C\ 25 NOTE: SERVICE BAY POWER, LIGHTING AND SIGNAL SYSTEMS SHALL BE INSTALLED PER NEC. ART. 511 2 REQUIREMENTS. 22 24 1 2. ALL WIRING METHODS WITHIN SERVICE BAY SHALL I UTILIZE METAL RACEWAY. V - \�/! � «lo «lo a 1 3. APPROVED SEALS SHALL BE PROVIDED ON ALL ? s 14 RACEWAYS AT BOUNDARIES OF CLASS I, DIVISION 2 4. LOCATIONS PER NEC ART. 511-5. 1e�c LIFT � ;? ALL SHOP AREA ELECTRICAL DEVICES SHALL BE / - 011 1 PFWSE F MOUNTED A MINIMUM OF 24" AFF. \ ! 24 26 k A f; y / \ _ _ T 12 12 to \ Q € \ "'''-"7/rIIT/TZTT7TTTTlT "'::: '.'=77_ __ IISZT/T/Tiirr�r y,'i ,z;: l-7TJTT.._..,....... ZT_7�T77T..."/'•-..... _II 7I7TTTTIT777777TT ' cc 9 YP Sri1 / 10 Yr1 26 AF I aart Q 66 .'ss SHOP DEVICE LEGEND i O u J F FUS DDISCONNECT-SIZEASREQUIRED Q J J-BOX-SIZE AS REQUIRE 1 I:I"I U DUPLEX 20A.120V /DIILDIN6 2% 01ULDIN6 2 Q &� DOUBLE DUPLEX 20A,12DV GFI TYPE I / PART PART A Z Lu [' TELEPHONE/COMPUTER 1 / Lu cr COMPUTER OUTLET TELEPHONE JACK I j W U O (/) J 0 Z W W Z�m ,- 81A.vIN6 I I � � w :,I'T < W Q w 7,4 � d J XJ Sheet No. KEY PLAN g �ER�I GE 5U I LD I NC6 POWER PLAN N N.T.9. E4.4 SCALE 1/5" : P-O" 0 5 10 20 SHEET NOTES 1. FIELD VERIFY MECHANICAL EQUIPMENT LOCATIONS. 2. SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR ELECTRICAL REQUIREMENTS. 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 4. THE LOCATION OF ALL ROOF PENETRATIONS SHALL BE COORDINATED I WITH THE ARCHITECTURAL,MECHANICAL,AND STRUCTURAL DRAWINGS. 5. PROVIDE ROOF JACKS AND PROPERLY SEAL ALL ROOF PENETRATIONS TO A LEAK FREE CONDITION. 6. THE FINAL CONNECTIONS TO EQUIPMENT SHALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT.INSTALL WITH ENOUGH SLACK TO PRECLUDE FI VIBRATION TRANSMISSION.SUPPORT SHALL BE PER N.E.0 ARTICLE 351-6. I--1 7. PROVIDE WEATHERPROOF AND EXTERIOR RATED DEVICES IN ALL EXTERIOR AREAS. � yw S. PROVIDE ALL DEVICES AS REQUIRED ON MECHANICAL CONTRACTOR SHOP DRAWINGS AND APPROVED SUBMITTALS. 0 9. NO CONDUIT/FEEDER SHALL BE PERMITTED ON THE ROOF WITH CRIPPLES, V qV W s 7 ALL FEEDERS SHALL BE RUN BENEATH THE ROOF. O '6,�3 a o � T4Ia u 19.ALL DISCONNECTS SHALL BE MOUNTED ON UNISTRUT ON AH UNIT. 11.CONTRACTOR SHALL VERIFY LOCATIT&REQUIREMENTS OF ALL ELECTRICAL DEVICES PRIOR TO BID, OUGH-IN,&INSTALLATION. V y v g 12.CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR oV O V e•Yq a !q$? 8 CONDIl,IT SIZE 70 ALLOW FOR VOLTAGE DROP SHOULD THE CON7RI,CTOR 2 - OUTING INDICATED ONO RAW INGS.ENGINEER OF RECORD MUST r-- --- "-` — "" " CHECK(PERMIT OR TO ANY WINGS IONS FROM APPROVED PLAN 0 - _:_. ......... ....... ......... ... .._.. EX BE NOTIFIED (ER IT SET)DRAW D .9 DEVIATIONS �y 13.EACH DISCONNECT OR STARTER AND A SPARE SET OF FUSES SHALL BE CONTRACTOR PROVIDED. O DLP1-9,11 9 26 GFI wP FIpC. 2 #,D KEY NOTES bslD� ! _ 12'C&HVAC CONTROL CABLING TO THERMOSTAT.SEE MECHANICAL 26 U PLANS FOR LOCATION AND CABLE REQUIREMENTS. 26 #6 DLP1-1 O O SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR FEEDER LLI GIR � REQUIREMENTS. h- 11 1NP #10 J �In t VERIFY AND PROVIDE CON ECTION TO SIGNAOE PER VENDORS SHOP a 71 \i GRAPHIANDPRNAIDE Iy _ ` 2 DRAWINGS.PRIOR TO ROUGH IN VERIFY LOCATION,VOLTAGE,AND BRANCH V 2 1 O3 CIRCUIT REQUIREMENTS. O ACZ 2 1 #10 4 HOME RUN VIA SIGN LIGHTING CONTACTOR 4,` 'o %AC` - 6, 26 - oa Z c` ' 26 GFIUJI OWEPI WP LL r .I..,,, ! v e W cn AC g / P2-26 k #10 ..�.....1 #10 ' 2 1 a 2. 1 ...— ......._ 10 O \J ono 2 t �,r . a W AC', �. A �� h � r mI II 2r F 10 v \\. #10 GFI O16 Fl WP r WP _ L: o 6 / \ - \ 0 z z s � y o v i a E Q d o /. o L O U) m DLP1-3,5.704 x /0 7 _. 3 O .g 3 .... ........ o .... l � x ` s 5 O a Q WZ a > cr PART ' AR As w Q SHOW ROOM ROOF FOWER PLAN n n x w c� SCALE I/8" I'-O" o f 5 10 LJ —��o j (�} O Z LLI � u o w U) J O ? -4 %� ------1 w H Q w Q W Y xY Q Q xa o KEY PLAN a x N.TS. Sheet No. o t a a E4.5 `r SHEET NOTES KEY NOTES 1. MELD VERIFY MECHANICAL EQUIPMENT LOCATIONS. O 12'C&HVAC CONTROL.CABLING TO THERMOSTAT.SEE MECHANICAL PLANS FOR LOCATION AND CABLE REQUIREMENTS. 2. SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR ELECTRICAL REQUIREMENTS. O2 SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR FEEDER REQUIREMENTS. 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. OHOMERUN VIA WALL SWITCH CONTROL 4, THE LOCATION OF ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL,MECHANICAL,AND STRUCTURAL DRAWINGS. 5. PROVIDE ROOF JACKS AND PROPERLY SEAL ALL ROOF PENETRATIONS TO A LEAK FREE CONDITION. y 6. THE FINAL CONNECTIONS TO EQUIPMENT SHALL BE LIQUID TIGHT r INSTALLFLEXIBLE METAL CONDUIT.V BRATION TRANSMISSION.SUPPORT/SHALL BE PER N.E.0 ARTICLE 3511-8. 7. PROVIDE WEATHERPROOF AND EXTERIOR RATED DEVICES IN ALL EXTERIOR AREAS. Ul B. PROVIDE ALL DEVICES AS REQUIRED ON MECHANICAL CONTRACTOR O p SHOP DRAWINGS AND APPROVED SUBMITTALS. pppp O Ir•O q 9. NO CONDUIT/FEEDER SHALL BE PERMITTED ON THE ROOF WITH CRIPPLES, ALL FEEDERS SHALL BE RUN BENEATH THE ROOF. G p O .f o g I 10.ALL DISCONNECTS SHALL BE MOUNTED ON UNISTRUT ON AH UNIT. 11.CONTRACTOR SHALL VERIFY LOCATION&REQUIREMENTS OF ALL ' o U I • ELECTRICAL DEVICES PRIOR TO BID,ROUGH-IN,&INSTALLATION. 12.CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR &CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR O O N G O E%GEED ROUTING INDICATED ON DRAWINGS.ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN 0 CHECK(PERMIT SET)DRAWINGS. ��.0�.1 13.EACH DISCONNECT OR STARTER AND A SPARE SET OF FUSES SHALL BE �1 CONTRACTOR PROVIDED. �NDINEER h 2 �/� /� 3bi'lSID3ti rr 4 ch u1 I H I a r U W W O ZIW co J (n n 0 ab e s 2 3 7 . ...:' —� � ► =wee c p 4 Ci O O (A t G O W $ GFI - - GC s 4 a>� 26 M EF 4 P1-26 --a 7 1) �i 3 o . 0 CD 0 2 ¢o oUU IS m m '.., ... .. - 1' _ /// . 44 J GF12 0 :! >7 A o- � � •c o - n k 11 I I , e III Q z _ m ;- �. wz ........._ L .... __ — BULDINS 2 �dJI.DINS 2 O LLw Q L� PART B PART A W Z W cc W UJ V O � (/Fes) (/�'t�) (�C;\) a f O F'3 l+-/ LJ--/ D?5 O 4/ O O II" d1LDIN6 15 W W Q w Q -----�r----- Y x LV n KEY PLAN a a a J X J c c Sheet No. 0 DING WEST -SE� /IE A �00� POWE� FLAN BUIL N E4.6 _ 5GALE 1/6" : 1'-0" 0 5 10 20 SHEET NOTES KEY NOTES 1. FIELD VERIFY MECHANICAL EQUIPMENT LOCATIONS. 1/2"C d HVAC CONTROL CABLING TO THERMOSTAT.SEE MECHANICAL O PLANS FOR LOCATION AND CABLE REQUIREMENTS. 2. SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR ELECTRICAL REQUIREMENTS. O SEE ELECTRICAL SCHEDULE FOR MECHANICAL EQUIPMENT FOR FEEDER REQUIREMENTS. 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. OGRAPHICS/SIGNAGE: 4. THE LOCATION OF ALL ROOF PENETRATIONS SHALL BE COORDINATED VERIFY'AhD PROVIDE CONNECTION T031GNAGE PER VENDORS SHOP WITH THE ARCHITECTURAL,MECHANICAL,AND STRUCTURAL DRAWINGS. DRAWINGS.PRIOR TO ROUGH IN VERIFY LOCATION,VOLTAGE,AND BRANCH CIRCUIT REQUIREMENTS. 5. PROVIDE ROOF JACKS AND PROPERLY SEAL ALL ROOF PENETRATIONS TO A LEAK FREE CONDITION. O HOME RUN VIA SIGN LIGHTING CONTACTOR 6. THE FINAL CONNECTIONS TO EQUIPMENT SHALL BE LIQUID TIGHT V FLEXIBLE METAL CONDUIT.INSTALL WITH ENOUGH SLACK TO PRECLUDE C3 VIBRATION TRANSMISSION.SUPPORT SHALL BE PER N.E.0 ARTICLE 351.8. FH T. PROVIDE WEATHERPROOF AND EXTERIOR RATED DEVICES IN ALL EXTERIOR AREAS. 8. PROVIDE ALL DEVICES AS REQUIRED ON MECHANICAL CONTRACTOR o 0 SHOP DRAWINGS AND APPROVED SUBMITTALS. LZ ow q B. NO CONDUIT/FEEDER SHALL BE PERMITTED ON THE ROOF WITH CRIPPLES, -U y r o ALL FEEDERS SHALL BE RUN BENEATH THE ROOF. 10.ALL DISCONNECTS SHALL BE MOUNTED ON UNISTRUT ON AH UNIT. V] 49.N T m `Q- ; 11.CONTRACTOR SHALL VERIFY LOCATION&REQUIREMENTS OF ALL °0 1 O ELECTRICAL DEVICES PRIOR TO BID,ROUGH-IN,8 INSTALLATION. ...777}�+ uj...���iii t 12.CONTRACTOR SHALL,IN ROUTING ALL CIRCUITS,INCREASE CONDUCTOR q &CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR o:: q o EXCEED ROUTING INDICATED ON DRAWINGS.ENGINEER OF RECORD MUST u BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN 0 CHECK(PERMIT SET)DRAWINGS. 0-y1 13.EACH DISCONNECT OR STARTER AND A SPARE SET OF FUSES SHALL BE IJ-1 CONTRACTOR PROVIDED. ENGINEER h 000 O O O O O O SIfJ3S N W CU W N Q a eb v w i O Z x` ....... W • N 2 2 � � !�w N a cc 26 FI 26 Iri t 0 I ffi z Z ti ppR v " cd W o G CD mm m@@ w it U) y s .# a 13 1 I c '3 a a _.. _. ...... ......._ i...._ —_— __ a 10 .... _...... ......:. ....... ........ _.......: O LL r W W IINS s� 5w.clrk5 s w Q w r/l/t/t. 0 H V Z W cc _ I _� J z� DULDIN61 W Q D J o I I g KEY PLAN �r w E. s a x � N.T.S. a - c, a Sheet Na. o g ry E4.7 SERVICE BUILDING A/EAST -SERVICE BAY POWER FLAN POWE PLAN x SCALE 05" : b" 0 5 10 20 SHEET NOTES: ELECTRICAL SCHEDULE FORFOR MECHANICAL EQUIPMENT 1. ED 2. SEE ELECTRICAL SCHEDULE VERIFY MECHANICAL EFOR PMECHANICAL EQUIPMENT FOR TAG # DESCRIPTION H.P.MC MOCP VOLTAGE PHASE STARTER DI'$S CMENT LOCATIONS. ONNECT REMARKS PANEL/CIRCUIT N0. FEEDER ELECTRICAL REQUIREMENTS. SIZE NEMA 3R FUSEOSIZE/TDYPE* 3. ALL WORK SHALL BE COORDINATED WTH OTHER TRADES. 1C ROOFTOP AIR CONDITIONING UNIT 17.9 20 480 3 - LPS-RK-20 AC-1-3-5 3/4'C-3#10&1#10 GND 4. THE LOCATION OF ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE AC BOA U ARCHITECTURAL, MECHANICAL, AND STRUCTURAL DRAWINGS. ROOFTOP AIR CONDITIONING UNIT 43.0 50 480 3 - LPS-RK-50 AC-2-4-6 1-1/4'C-3/4&1/6 GND 5. PROVIDE ROOF JACKS AND PROPERLY SEAL ALL ROOF PENETRATIONS TO A LEAK AC ROOFTOP AIR CONDITIONING UNIT 43.D 50 460 3 _ 60A LPS-RK-50 AC-7-9-11 1-1/4'C-3/4&106 CND FREE CONDITION. J 3P 6. THE FINAL CONNECTIONS TO EQUIPMENT SHALL BE UQUIDTIGHT FLEXIBLE AC ROOFTOP AIR CONDITIONING UNIT 27.6 30 480 3 60A ' METAL CONDUIT. INSTALL WITH ENOUGH SLACK TO PRECLUDE VIBRATION 4 - 3P LPS-RK-30 AC-8-10-12 1'C-3#8&1#10 GND 4 o c TRANSMISSION. SUPPORT SHALL BE PER N.E.C. ARTICLE 351-8 AC CIS AC ROOFTOP AIR CONDITIONING UNIT 17.4 20 480 3 - A LPS-RK-20 AC-13-15-17 3/4'C-3#10&1#10 GND 7. PROVIDE WEATHERPROOF AND EXTERIOR RATED DEVICES IN ALL EXTERIOR AC - C) c c AREAS. 6 ROOFTOP AIR CONDITIONING UNIT 17.4 20 480 3 A LPS-RK-20 AC-14-16-18 3/4'C-3#10&1#10 GND En 8. PROVIDE ALL DEVICES AS REQUIRED ON MECHANICAL CONTRACTOR SHOP cn DRAWINGS AND APPROVED SUBMITTALS AC O ROOFTOP AIR CONDITIONING UNIT 17.9 20 480 J "�- 303PA LPS-RK-20 AC-19-21-23 3/4'C-3#10&1/10 GND 9. NO CONDUIT/FEEDER SHALL BE PERMITTED ON THE ROOF WITH CRIPPLES, Y+ e 0 0 A ALL FEEDERS SHALL BE RUN BENEATH THE ROOF. AC ROOFTOP AIR CONDITIONING UNIT 13.9 20 208 1 - 30 0A LPN-RK-20 P2-28-30 3/4'C-2#ID&1#10 GND 10. ALL DISCONNECTS SHALL BE MOUNTED ON UNISTRUT ON AH UNIT. AC ,.� U Fs1 m>�,y 11. CONTRACTOR SHALL VERIFY LOCATION &REQUIREMENTS OF ALL ELECTRICAL ROOFTOP AIR CONDITIONING UNIT 17.9 20 480 3 - 30 3Pp LPS-RK-20 O DEVICES PRIOR TO BID, ROUGH-IN &INSTALLATION. O 12. CONTRACTOR SHALL, IN ROUTING ALL CIRCUITS, INCREASE CONDUCTOR & ADC ROOFTOP AIR CONDITIONING UNIT 9.4 15 480 3 - 303PA LPS-RK-15 AC-20-22-24 3/4'C-3M10&1/10 GND �I CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING. ENGINEER OF RECORD MUST BE NOTIFIED CIRCULATING PUMP 1/25 120 1 _ 3/4'C-2/12&1#12 GND � PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK (PERMIT SET) DRAWINGS. EF MOTOR RATED i CEILING EXHAUST FAN 1/6 115 1 - SWITCH P-32 3/4'C-2#12&1#12 GND 13. EACH DISCONNECT OR STARTER AND A SPARE SET OF FUSES SHALL BE CONTRACTOR �NGINLR PROVIDED. EF MOTOR RATED h O ROOF TOP EXHAUST FAN 65W 115 1 - SWITCH 3/4'C-2/12&1/12 GND 2r op0 o= u KEY NOTES: aF ROOF TOP EXHAUST FAN 1/6 115 1 - MO OR RATED 3/4'C-2/12&1�12 GND CH Q E4 ROOF TOP EXHAUST FAN 1/6 115 1 - MOTOR RATED 3/4'C-2#12&1/12 GNDSWTCHI od sl E5 ROOF TOP EXHAUST FAN 1/6 115 1 - MDTOR SYATCH�D 3/4'C-2M12&1#12 GND EF MOTOR RATED W- 6 ROOF TOP EXHAUST FAN 1/6 115 1 SWITCH 3/4'C-2012&1#12 GND EF Q T ROOF TOP EXHAUST FAN 1/6 115 1 - MOTOR RATED 3/4'C-2/12&1/12 GND v OF MOTOR RATED E ROOF TOP EXHAUST FAN 1/6 115 1 SWITCH 3/4'C-2/12&1/12 GND O EF (n ROOF 70P EXHAUST FAN 1.95 480 MOTOR RATED 3 s SWITCH AC-25-27-29 3/4'C-3/10&1P0 GND e Q o 0 •ALL FUSES BY BUSSMANN AND SHALL BE SIZED PER MANUFACTURERS RECOMMENDATION. -a v u r r 0 Z ¢� W _`w (n o • (n 7 7 r w Q e C i o >.. a 0 � m U j m O L Z NO 9 QZ E L O o!oa v 4 �u a cr LI w m U •C o_ al L U g b' �s 6 ;F M a Q 0 W Z O 66 0 cr W Q W U 0 Z w OWC LV (n VO 0 W OZ Q W ¢ W W g Q Q E Y Sheet No. 0 CL E4.8 m SHEET NOTES 3'> 1. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. 2. 3/4'CONDUIT MINIMUM UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL COMMUNICATION CABLING PER CABLE MANUFACTURERS RECOMMENDATIONS. O O F3 O D,5 O Q Q O I 4. MAXIMUM 180 DEGREE OF BEND BETWEEN PULL POINTS. 5. ALL COMMUNICATION SYSTEM CABLING SHALL BE INSTALLED PER NEC ART BOB REQUIREMENTS.WHERE COMMUNICATION SYSTEM CABLING IS NOT IN CONDUIT IT SHALL BE SUPPORTED BY THE BUILDING STRUCTURE ON CONTRACTOR PROVIDED J-HOOKS. S. UNIQUELY LABEL BOTH ENDS OF ALL CABLING. KEYNOTES4 `rasa I a 34'CBPULL STRING TO ACCESSIBLE CEILING AREA. i SEE DRAWING E5.3 5 FOR CONTINUATION I a 1'C&PULL STRING TO ACCESSIBLE CEILING AREA ( 'C.O.FOR SHOP AREA DATA/COMMUNICATION SYSTEM CABLING 'b U 4>..Rlq 4)2 I O gg 1 1 i 9 I:,, . ®�:.:�v6::t, - ¢ n.., _ .a.:.::r;:;a .,:,,.:,r:,,.a KY.:,�:,�:. ..,.,...ST,,.Ia=[.[:[I. _„..,,...r.�.._ �,.y,I „Yg.„yt...n,_anuu.�.:.ii.a ri_:.cti1[[[t i...., , IAO{p 4 24 X24 COMMUNICATION SYSTEM PULLBOX WITH(4)2'C.O.UPT02ND J r � O Q FLOO -..... R COMPUTER ROOM .-T ..... _.. ....... ..... i w 4 i JP Q (2)2'C.O.TO 2ND FLOOR COMPUTER ROOM f H+�1 LL DERV C RVIGUI - k W AR 5 1 I ; 5ERVIGE �NCINEER ' 31 ...... .... .. 4 l l i u ... .DARTS tj tl j '�d'31SI'J3S ANAE _4V. I Wit, `/ENt7i.VS t SR �. �� I w - _-_._._ ........... �q a — i a Q L ...... .. ... � — d ' N — D- a �• r Z _ - o lo&HT ZB aiGh ,a <E`A 'PARTS DR .-- TELEPHONE BACKBOARD o• �AL�S O'uN^R cc` \•/ \TOR" .,STOMr R " .' �1 ° ELECTRICAL W . w / rONTROL t H c Q 4 v' f O_........_._ _ 5... "\ �o ......— .._. ..._..-- �e c ,• I I r i/ _ e �8 ..,...,y .,� O O I -� :�F Iil OFFICE CC ! 2 aw C I SENMR.AL Z \ OFr C MANASER s _ Z I - \EAOFFICE uh NEW; H r., 6 ....._ '.GE ... ............... ° ..,.. ....__... _ _° p ____- - - -7 ....-.. ...... ...._ n .......... - _. ._..... ..... _.._-.- ...___ .... .......... ...........- 6 V O ......... - ✓% .. SALES O RfGE-PTiON _ O^FiGE I� j 'A 5?,LES 5� 0 E5 III 5 ES S E� r OFFICE Z 1 OFF I GL I OFFICE OFFICE OFFICE ,,t SALES cc - ALc - S A c'' k fJ5_D.- I (USED) (USED/ (USED} OFFICE OF''FIGE Z E') LCET) t TpkT ' a Z SALES '� / 9c O z co s75 0 Z 'ALES I o°o ci c.[ •f 'AL=S J1/ :iALE5 OFFICE 3 O(FF FIEC E OFLF_F-G E - t _....... 5HOAROOM fn I w °o 0 IR lz U_ d / u. 00 3 t d a m a .... ......... ----_.. _. O....._.. _ .. O +s a Q wz e O l'a FIRST FLOOR SHOW ROOM SIGNAL PL?�NI B' � INIS� j a w SCALE 115" : I'-O" O 5 10 20 N O W U uK Z LLJ a: Z W w cl) vz W O J Q w ¢ w w QQ X ¢ KEY FLAN a _j x N.T.S. c Sheet No. fi O g E 5.1 SHEET NOTES 1. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. 2. 3/4'CONDUIT MINIMUM UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL COMMUNICATION CABLING PER CABLE MANUFACTURERS RECOMMENDATIONS. Vii 4. MAXIMUM 180 DEGREE OF BEND BETWEEN PULL POINTS. 5. ALL COMMUNICATION SYSTF�M CABLING SHALL BE INSTALLED PER NEC ART 800 REQUIREMENTS,WHERE COMMUNICATION SYSTEM CABLING IS NOT IN CONDUIT V IT SHALL BE SUPPORTED BY THE BUILDING STRUCTURE ON CONTRACTOR PROVIDED J-HOOKS. ►y I�1 C UNIQUELY LABEL BOTH ENDS OF ALL CABLING. C/I U �y n KEYNOTESNo 3 ' u (4)'C.O.SHOP AREA (2)2'C.O.FIRST FLOOR CEILING 3/4' (2)'C.O.VERIZON BACKBOARD C 8 PULL STRING TO ACCESSIBLE CEILING AREA. O a o Q 1'C&PULL STRING TO ACCESSIBLE CEILING AREA. O " _ �..... _ a - VERIZON TELEPHONE BACKBOARD ^^r t F 00 i N x s� 3J5'NES \ FLOOR OFFICE FLOOR s-aRA>c s I u i I BOX BOX r .� € �_.....—.—' __+`_ __ I• &a INESS PARTS G 4NAG.R-W I //�--�_I_J, "./" MEZZANINE �34'315 Li LUI OPEN ', 3TO O-__—. ____. ,; -- /' I < '�. KI EN _ I = In BELOW T U O✓1NER5 I I �� I - � I NNS ROOM ry 3 I Zcc i al L: ....... u.l -- 1 cn e OFt t .. Z i TO X BELOW CONFERENCE _ RO.� LL F.F_RENCE i _% r=- " ! I � JN I it .' ...- '_--«.... ..: n q d.::::.::.... ..... ... _ :'_� ::r:c. -_ -:--ti_ ......-. --. \� .. I T • i I � i i i :�...._ I '....MECHANIC-AL ENOLOSURE j --ZN TO ABOVE ao BUILT- BUILT-UT' R CO-iNG ti. ROOFING E z GL=ARSTORY O ° .. _ z ." c3 v i y : O O O o U 6 I O I O a. I LL Lj I m I y � I A G 1 - �I � r - 2 L .... ..... . --. -r:...— -....._.--- ....._ ... __-�_...7 f._.. H ' I O O O y Yi Q oW Z S > CC 0 3 19" I SECOND FLOOR SHOW ROOM SIGNAL FLAN PARTB' �"� � a " w 0 5GALE 1/5" 1'-0" O 5 10 20 ' Z W fr j �jjlN/s r J V Z � J Q W ¢ w g Q Q X pi ¢ <E Y PLAN a J x J - N.T.5. Sheet Na. o "g a d = g SHEET NOTES y 1. VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS, 2. V CONDOR MINIMUM UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL - ss COMMUNICATION CABLING PER CABLE MANUFACTURERS RECOMMENDATIONS, *{ 4. MAXIMUM 180 DEGREE OF BEND BETWEEN PULL POINTS, FB 5, COMMUNICATION CABLING IN SHOP AREAS SHALL BE IN CONDUIT a5. UNIQUELY LABEL BOTH ENDS OF ALL CABLING. p cd .0 1. ERVICE BAY POWER, LIGHTING AND SIGNAL SYSTEMS KEYNOTES m 0 0 SHALL BE INSTALLED PER NEC. ART. 511 m REQUIREMENTS. d 2. ALL WIRING METHODS WITHIN SERVICE BAY SHALL QI ITC-AND CABLES PER VENDORS SHOP DRAWINGS HOMERUN TO TELEGOMIDATA rV 3 K EQUIPMENT RACK.VERIFY EQUIPMENT RACK LOCATION ON VENDORS SHOP IL UTILIZE METAL RACEWAY. DRAWINGS AND WITH OWNER'S REPRESENTNE PRIOR TO BID PROPOSAL AND Ali gal 3. APPROVED SEALS SHALL BE PROVIDED ON ALL ROUGH-IN. RACEWAYS AT BOUNDARIES OF CLASS I, DIVISION 2 Q (4)2'C.O,FOR FUTURE COMMUNICATION SYSTEM CABLING. O �p 4. LOCATIONS PER NEC ART. 511-5. C ALL SHOP AREA ELECTRICAL DEVICES SHALL BE ITT MOUNTED A MINIMUM OF 24" AFF. h� `s �61R R xx o� d N � I �--� O� G.5 G F E.5 QE D (C) B 3�us1 �V A N W I H C 150G ON10N UL142 USTEO OC'JBLE I N FALL.S`Rro",i TAtiK.S=i.IT, 64l.DHS MOTOR OIL ANO 500 0Al[.OF:S -L I 'F. I I p -A.GkiON UL112 LISTED i01i9 LE Y4 TOiAGE iANK.SPL7.70U I I I a D LONSkAS1E OL ANCiSJO AlifhS 5 , O MASH C(X ANl'. ! ! I e I Z ......... 1.. .... .... ......... .. ... 1... K F- - F - - - -- 1' -- - - - -- 14 I o !�Ia' O • 2 i :I I4 ILI a ow:i g ' I ilj t yy I i u. I "A( I Ili i I I SHOP AREA C TYPICAL ATION OUTLETS €$ ' o,L A�24'A.F.F.TWICAL ► O ... I .—....._.._ .Ji ... HUI I I — -t ......- --.__ -j?.... i _ ... :... g �a< � i I 3 !... I�T�I]] a -5 V. d _ 21I I T I I 3 �3 i, 'i i�. ............_ 2 I 4: c, II' ;'! d2 Q � I d c,; Z �-'�. �.- I I a�.��cgx S - I ••Y m 41 I I G I I i Q u c3 1' c Ir� \ I �!III1 I` I I ! II ! I f I r IL ll I c !.fl! I lu 11 .il i I I! N !- !! I I I I 1 I � 1 � I � _�- - _..._................._..._......._........_ .....J I l.. ..._... .. .1111 --- I I L.'.....-..._...._......._...._.-. _ it —._.__ o_....._.............. o - . I li Ig - n , I x i I I I I I € N�I \ I \ I I !! I 11 e ill w \ 4 f' ... .....I ' 2 30i ! I \ a 0 r1irmEmail 0 t ...- LJ'g o I ! as I aa< 3 7�13 !III 2 I I + 1j 1 I I i----- t, 1- --- --- -- ------------ t, iF ------- ------- ------ 1- ' I IF,L 1 1_I N -LL4 -- J W I b -IF —� BRAT® w �My I `�TJ O � W U IQ I I V O I1 I I I UART1 2 r A W J F 3 TUILDINO COMMUNICATION D L<i N I k211 l U J C (B) Q -6SC I SEE DRAWING E6.1 ! Y V `�-' p I id FORCONTINUATION I i 1 w Q i E B ! I ! ' OU.DIN/�1 i d Y Sheet No. KEY PLAN SERVICE BUILDING WEST —SERV I GE BAY 51 GNAL PLAN N N.ra. E5.3 w S-ALE 1/6" 1'-0" ' 0 5 10 20 SHEET NOTES T 1, VERIFY LOCATION OF ALL DEVICES ON ARCHITECTURAL PLANS. 2. 1'CONDUR MINIMUM UNLESS OTHERWISE NOTED. t E I 3. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED TO INSTALL COMMUNICATION CABLING PER CABLE MANUFACTURERS RECOMMENDATIONS. i 4. MAXIMUM 180 DEGREE OF BEND BETWEEN PULL POINTS. ( _ S. COMMUNICATION CABLING SHALL BE IN CONDUIT. ! 8. UNIQUELY LABEL BOTH ENDS OF ALL CABLING. �Uy 6 I.y FN y KEYNOTES Q1'C� M/ND CABLES PER VENDORS SHOP DRAWINGS HOMERUN TO ss EQUIPMENT RACK.VERIFY EQUIPMENT RACK LOCATION ON VENDORS SHOP DRAWINGS AND WITH OWNERS REPRESENTNE PRIOR TO BID PROPOSAL AND ROUGH-IN. "V/o Vq >..r Q (4WC.O.FOR FUTURE COMMUNICATION SYSTEM CABLING. C ' �0 S' ,R �S b p GI I �. ° O L OJ QH G.5 ���3iIS fn i 1 I I W — j i I COMMUNICATION BACKBOARD LIV li 0 _ 153. £ / i i WAH ATE F N y, j OOR SINK 7F. N DATA EQUIPMENT RACK 'iI.AIH-h'U)5V'HE. � I 1 -�-ry0.•^.S'AT'-�.'.' 'MmA O f I I j SHEN v, Z A- <<< a s i .. .. Lu 3< .. caa= I..SiONAGE�'JINd r �.. - - ! - J v> a kJOld46 e DETA,AN!S"P; ✓BAR w A�+vTs Cane SER J!GE I = o e s TRASH Es 1 y1 I Q o ENCLOSURE SUPPLIES / I STORAGE \ I / i I STORAGE i V I I r ! TFL coots: prmcE 4R 1 'I I i TTT"` MEN \" TECH 1g,0W.t 09 lT LOGiG_R5 - I g �.. ........ ............. _....... ....... 6 9ETtat.DAYS vv o I x ca?wN mil+ ;o „ Oil — ........ 1 —4- ........ —.....—__ ...._.... \ ._._..__ _...... .I _.. p I NO HOSE NEU WITH 'm I _....{ E � 1 OJ W DETAIL SAYS \ f WASH RACK �Ei2UM DUTY 5TAL I wASH cuN-ruN __}........... .._.__.. _..,--- Lu -- ._....... / - - s `_ .—....$aYGUN..., I i1 a �i. ' ..G u..®m�..V O RA min WFSH GHPrAIN I �_......... _.._. _...—.._ NOTE: 1. SERVICE BAY POWER, LIGHTING AND SIGNAL SYSTEMS I i II I SHALL BE INSTALLED PER NEC. ART. 511 ti I I I i I REQUIREMENTS. I I I ! I ( 2. ALL WIRING METHODS WITHIN SERVICE BAY SHALL UTILIZE METAL RACEWAY. I aam Ln I' d 3. APPROVED SEALS SHALL BE PROVIDED ON ALL �. NO,HOSE i W!THSFN0.Y GUN. RACEWAYS AT BOUNDARIES OF CLASS I, DIVISION 2 4. LOCATIONS PER NEC ART. 511-5. j........ ! I I I ALL SHOP AREA ELECTRICAL DEVICES SHALL BE MOUNTED A MINIMUM OF 24" AFF. zill . .. .... .... _ ...._.... ...................... ........ _.... - T7IT - - - W ------------- ---------------------= 1—� /D/� � €8 0 O TRAFF2111 FIC Z �€ TRAFFIC RATED I 1 PULL BOX I N6 "' J 0 LU uj o49 I 7 l a aSheet No. SERV I GE 5U I LD I NG S 1 GNAL PLAN N KEY PLAN E5.4 w N.T.S.1/8" , 1'-O"Ci O 5 10 20 � GENERAL NOTES: i. THE CONTRACTOR SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. J NOTE: ST'D. 90' BEND IF STRAIGHT INFORMATION REGARDING THE WORK IS DISPERSED THROUGHOUT O DRILLED EXPANSION TYPE ANCHOR BOLTS SHALL BE USED ONLY WHERE DETAILED OR FOR EMBEDMENT NOT POSSIBLE TYP. SPLICE AND EMBEDMENT SCHEDULE - 3,000 PSI REGULAR WEIGHT CONCRETE GRADE 60 REBAR THE DOCUMENT SET. 'I ' ATTACHMENT OF MECH.,EEC..OR MISC.ACCESSORIES OR EQUIPMENT TO THE STRUCTURE. WALL 2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. ACCEPTABLE ORl1F.0 qRS, REBAR TYPE 1 - 1' MIN COVER &7' MIN. TYPE 2 - 1.5 MIN COVER&Y MIN. TYPE 3 - 7' MIN COVER&4' MIN. TYPE 4 - Y MIN COVER&4' MIN. CLEAR 3. COORDINATE STRUCTURAL DETAILS AND DIMENSIONS WITH RELATED 1.) HILTI- "KWIK-BOLTS-IF (ICBO#4627)- FOR ROCK CONCRETE ONLY. i CLEAR SPACING CLEAR SPACING CLEAR SPACING SPACING&WITHIN TIES OR STIRRUPS 0 GMAX REQUIREMENTS ON OTHER DRAWINGS. ! 2.) ITW RAMSET/RED HEAD TRUBOLT(ICBO 01372) BW/ CLASS B SPLICE EMBEDMENT CLASS B SPLICE EMBEDMENT CLASS B SPLICE EMBEDMENT CLASS B SPLICE EMBEDMENT BAR# 4. THE ARCHITECT WILL INTERPRET THE INTENT OF THE DOCUMENTS HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN Iq BOLT DLAI■TER }• i]" #, �� �, MATCHING STRUCTURAL AND OTHER DISCIPLINES. Tr }" i' }' {• 1 W, "Lr BARS ( •'' 3 17 13 13 12 3(GRADE 40) w 8 OPTIONAL 5. DETAILS NOTED AS"TYPICAL" OR"TYP' SHALL APPLY IN ALL CASES w•p�ppIT 11' 11' 2r 2}' 34' IY w 4 22 17 17 13 4(GRADE 40) WHETHER OR NOT SPECIFCALLY REFERENCED. 4" 5" 6' 7 r �yyy0 q IWD pCK 240 148 768 1348 7740 2_#5 ti u=Oi 5 33 25 25 20 28 21 21 16 5 6. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ` W g 73 ) Li.w. 1 298 506 741 1115 O■F�F'11AOE QT x3•_p OF 1997 UNIFORM BUILDING CODE. 2 8 p 01■CF-ALL ld7dl 800 1100 2000 2300 37 6 45 35 35 27 33 26 26 20 6 Q 5 Ir Y CLR. 7. FOUNDATION DESIGN BASED ON REPORT OF GEOTECHNICAL INVESTIGATION Z = 1■■I[O■,IK'!1 10 25 50 80 150 7 74 57 57 44 55 42 42 32 49 37 37 29 7 BY ACADEMY CONSULTING CORP., No. 99103-01 DATED JANUARY 14, 1999. M 8 93 71 71 55 69 53 53 41 56 43 43 33 8 ' GRILLED BOLT SCHEDULE SOIL TYPE: CONTROLLED COMPACTED FILL WHERE OCCURS - SEE DETAIL 22/5-1.1 : � j 2-#5 HORS (TYP) - 9 113 87 87 67 86 66 66 51 69 53 53 41 63 48 48 37 9 MIN. EMBEDMENT- (OR AS NOTED) DESIGN BEARING PRESSURE = 1LT00 PSF DL+LL (18" MIN. EMBEDMENT i �. SEE SCHEDULE •D p 2-#6 BARS 0 12" WALL 10 137 105 105 81 105 81 81 62 85 65 65 50 71 54 54 42 10 0 FOR 2-STORY BUILDINGS AND 12' MIN. EMBEDMENT FOR 1-STORY BUILDINGS) 7 D� USE STEEL PIECE OR THICKER 11 162 125 125 96 125 96 96 74 102 78 78 60 82 63 63 48 11. C S AS TEMPLATE D c 20% INCREASE IN BEARING VALUE FOR EA. FOOT OF WIDTH OR DEPTH (2500 PSF MAX) $ N NB 4 BOLT DIA 5 z NOTE: USE SAME DETAIL FOR JAMB & SILL REBAR. 14 NA NA 166 128 NA NA 130 100 NA NA 108 83 NA NA 87 67 14 0 MIN. ? D & ELEVATION SECTION B. ALL STEEL EXPOSED TO OUTSIDE AIR SHALL BE GALVANIZED AND CHROMIUM L SEE SCHED. PLATED FOR FASTENERS 8 '� 1 FOR BEAMS, 1.5$ FOR COLS. c 02 REBAR SPLICE & EMBED NOTES: a -� O - 0 PLACE BARS IN C NTACT 9. BASIC STRUCTURAL MATERIAL REQUIREMENTS `` € EDGE DISTANCE- DOE DISTANCE (U.N.O.)- AND WIRE TOGETHER LL 0 H 10 010. MIN. (U.N.O.) 6 DMA. MIN. IN CONCRETE REBAR AT WALL OPENING 1. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. LAP SPLICE REINFORCING STEEL: ASTM A615, 04 BARS AND SMALLER - GRADE 40 U.N.O 0 k 12 DMA. MIN. IN MASONRY i DRILLED CAST-IN-PLACE AT MASONRY 2. CONCRETE STRENGTH SHALL BE GREATER THAN OR EQUAL TO THAT INDICATED ON SPLICE AND EMBEDMENT SCHEDULE USED. 05 BARS AND LARGER - GRADE 60 I SEE SPLICE 9 REINFORCING STRENGTH SHALL BE LESS THAN OR EQUAL TO THAT INDICATED ON SCHEDULE. USE ASTM A706-96b FOR ALL BARS REQUIRING SEE SPLICE 9 WELDING,SEE 5/S-1.7. 3-#5 BARS SCHED. - 3. USE TYPE 1, 2, 3 OR 4 AS REQUIRED TO MATCH COVER, SPACING AND CONFINEMENT REQUIREMENTS INDICATED. WHEN NO VALUES ARE SCHED. - WF SHAPES, ASTM A992 _ - U.N.O. LISTED FOR ATYPE/BAR SIZE COMBINATION, THE REQUIRED LENGTHS ARE EQUAL TO THE TYPE WITH LOWER COVER/SPACING REQUIREMENTS. ANGLES AND PLATES, ASTM A36 ' 4. COVER IS THE DISTANCE FROM OUTER EDGE OF BAR TO NEAREST CONCRETE SURFACE. CLEAR SPACING IS THE DISTANCE STEEL TUBE: ASTM A500, GRADE B NOTE: -p T FROM OUTER EDGE OF BAR TO OUTER EDGE OF NEAREST PARALLEL BAR. j 1 .Li 1.) PROOF LOAD TESTS FOR EVANSON TYPE MOLTS: •D - 5. TYPE 4 IS FOR COLUMN, BEAM AND TIE/DRAG REINFORCING THAT IS CONFINED BY #4 OR LARGER TIES OR STIRRUPS AT 6 INCHES OR LESS PIPE COLUMNS: ASTM A53, GRADE B j g 1-/5 BAR ON CENTER. THERE SHALL BE AT LEAST ONE LEG OF TIE OR STIRRUP FOR EVERY OTHER PAIR OF BARS BEING SPLICED. WELD ELECTRODES: AWSD5.1, E70XX ALL CONCRETE ANCHOR BOLTS OF THE EXPANSION TYPE (LOADED IN EITHER U.N.O. MACHINE BOLTS: ASTM A307 PULLOUT OR SHEAR ) SHALL HAVE 5OX OF THE BOLTS(ALTERNATE BOLTS 6. SCHEDULES LIST CLASS "9" SPLICE LENGTHS AND SHALL BE USED FOR ALL SPLICES EXCEPT AS NOTED OR APPROVED. I_. IN ANY GROUP ARRANGEMENT) PROOF TESTED OR TORQUED AS NOTED IN SEPARATE 90' HIGH STRENGTH THE DRILLED BOLT SCHEDULE. IF THERE ARE FAILURES,THE IMMEDIATELY OWL, OPTIONAL D WALL - 7. CLASS "A SPLICE LENGTHS ARE EQUAL TO THE EMBEDMENT LENGTHS LISTED IN THE SCHEDULE. CLASS"A" SPLICE BOLTS: ASTM A325 SC LINO. ADJACENT BOLTS MUST THEN BE TESTED. BOLTS MUST HAVE ICBO APPROVAL. I! ALTERNATE BARS STEEL LENGTHS MAY BE USED: a) AT SLAB AND TYPICAL WALL REINFORCING WHERE NO MORE THAN ONE HALF OF THE BARS ARE LAP SPLICED TORQUED BOLTS SHALL BE RETESTED A MINIMUM OF 24 HOURS LATER AND EA. SIDE D WITHIN A.REQUIRED LAP LENGTH AND b) WHERE SPECIFICALLY NOTED ON PLANS. ANCHOR BOLTS: ASTM A307 &ASTM F1554 UNO. C SHALL NOT HAVE MORE THAN 1/2 TURN OF THE NUT. .T: - HIGH STRENGTH S}t4 B. HORIZONTAL BARS WITH NO MORE THAN 12' CONCRETE PLACED BELOW BARS DURING A POUR MAY BE EMBEDDED AND SPLICED USING 2.) WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN D LENGTHS SPECIFIED FOR VERTICAL BARS. NOTE: THIS INCLUDES MOST SLAB BARS AND THE BOTTOM HAIRS OF MOST BEAMS. ANCHOR BOLTS: ASTM A449 &ASTM F1554 WHERE NOTED ON DRAWINGS. EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO 1-#5 BAR SHOT PINS: ANSI 1061 &ASTM 8633, SGI, TYPE III AVOID CUTTING OR DAMAGING THE EXISTjNG REINFORCING-BARS. U.N.O. 9. WHERE REQUIRED EMBEDMENT CANNOT BE-OBTAINED WITH STRAIGHT BARS EXTEND REINFORCING AS FAR AS y- WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE PRE- OR POST- CONCRETE: f'c = 3000 PSI 0 28 DAYS ( POSSIBLE AND PROVIDE STANDARD HOOK. W TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING ANON-DESTRUCTIVE (NORMAL WEIGHT) LINO. - METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION o 10. REINFORCING WITH 3/4" COVER, USE 1.25 TIMES THE LENGTHS SPECIFIED FOR 1" COVER. CONCRETE BLOCK: ASTM C90 GRADE N-1 (MEDIUM WEIGHT) SPECIAL INPECTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. - a b LT. WT. CONCRETE - IF TABLES FOR LT. WT. CONCRETE ARE NOT PROVIDED, USE 1.3 TIMES THE LENGTHS SPECIFIED FOR REG. WT. CONCRETE. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT 3 I (INCREASES ARE CUMULATIVE - FOR 3/4" COVER & LT. WT. CONCRETE USE 1.63 TIMES THE LENGTH FOR 1" REG. WT. CONCRETE) REQUIRED Fm = 1500 PSI AND THE DRILLED-IN ANCHOR AID/OR PIN. o V- `-� 11. LAP SPLICE FOR MASONRY SHALL BE PER 22 S1.11. d PLACE BARS IN CONTACT AND WIRE TOGETHER OR GROUT: Fc 2000 PSI 3.) THE ABOVE SCHEDULE IS BASED ON'WEDGE' TYPE ANCHORS AT MINIMUM 5 / ) � ! EMBEDMENT. ANCHOR TYPES, EMBEDMENTS,AND TEST LOADS OTHER THAN THOSE WALL - 2-#5 BARS b) MNNTAN CLEAR SPACE BETWEEN BARS: BEAMS - 1db OR 1" MIN., COLUMNS - 1.5db OR 1-1/2" MIN. _ y LISTED ABOVE SHALL BE USED ONLY WHEN SPECIFICED ON APPROVED DETAILS. - STEEL 'D U.N.O. IF AUTHORIZED BY ENGINEER A MAX CLEAR SPACE OF 0.2 X LAP SPLICE LENGTH (6" MAX) MAY BE USED M4.BI96; Fe 1800 PSI TYPES - y A SAWN LUMBER: DOUGLAS FIR - LARCH NOA OR BETTER,TYP. U.N.O. SINGLE LAYER PLAN DOUBLE LAYER PLAN _ STUDS - DOUGLASFlR LARCH NO. 1 OR BETTER ALL WOOD MEMBERS IN CONTACT WITH CONCRETE, CMU OR GROUT SHALL �. 7 - _ BE PRESSURE TREATED. GLUE LAMINATED BEAM - DF/DF 24F-V8 00 I ANCHOR BOLTS 6 REBAR AT CORNERS do INTERSECTIONS 7 REBAR SPLICE AND SCHEDULE 9 W a - PLYWOOD SHEATHING: US PRODUCT STANDARD PSI-95 APA RATED STROCT. 1 � - EXPOSURE I (U.N.O.) i NOTE: 1'-6' SAW-CUT 1/8' X 1' DP. NOTE: Off, j MANDATORY SANDBLAST W MAX. AGGREGATE SIZE FOR LOCATION & EXTENT OF 1• CONTROL JOINTS FOR SLAB REBAR SEE PLAN- JOINT ! CONSTRUCTION tY' OR LESS 1' STAIRS, & FOR ADD'L. DETALS. CLR. OR USE'ZIP JOINTS WITHIN REBAR TO BE CONT.. THRU JOINT. i JOINT REFER TO ARCH. DWGS. 12 HOURS OF PLACING CONC. MESH TO STOP O JOINT. 10. CONTRACTOR SHALL COORDINATE PROJECTIONS FOR ALL ANCHOR BOLTS, & a TOP OF SLAB MORE THAN 8' 1" 5 45' 4 NOSING BARS, DOWEL INTO "KEYKOLD" MACHINE BOLTS, &HIGH STRENGTH BOLTS.ALL BOLTS SHALL ENGAGE ALL ft t � # \ CONSTR. JOINTS PROVIDE DIAMOND OR CIRCULAR TREAD OF NUTS. ALL BOLT HOLES SHALL BE STANDARD HOE PER AISC. _ MAX. SIDE WALLS (TYP.) o;-• \ \\\�� BLOCKOUTS O COLUMNS. ------------ ----- \\ FILL 28 DAYS AFTER CASTING 11. PROVIDE SPECIAL INSPECTIONS COMPLYING WITH UBC SECTION 1701 1 T�yy�pp���/���'� db ,e //�/i "' ' CONCRETE SLAB (UNLESS OTHERWISE NOTED) FOR THE FOLLOWING: W - #4 DOWEL TO MATCH CONSTRUCTION JOINTS A. CONCRETE AND REINFORCING STEEL I SEE ARCH. DWGS.- SLAB REINF. TYP. SECTION 0 COLUMN LINES B. BOLTS INSTALLED IN CONCRETE W EXTERIOR INTERIOR COLUMN 1._�- �• C. HIGH-STRENGTH BOLTS #4 CONT. BEAM STIRRUP BEAM STIRRUP AND BEAM TIE 2-#4 BAR 2' CLR. s" D. FIELD WELDING # MIN.NOSING E•P IN. }{ #4z L #4x #4 COAT. COAT. •` 1 01Y0.O -r_ TYPICAL NOTE: *=6db OR 3"MIN. Q BAR f- 12. DESIGN CRITERIA 012"O.C. 4" CONCRETE SLAB f-•��o--�,J}-�yy�,,''LL�\ FIN. GR. ,Iy b A WIND - EXPOSURE N 70MPH • -,', > �,'. ^.. D=6dp FOR #8 &SMALLER , `1`T12dp OR OR SLAB e U .�-• D-8dp FOR #9 & LARGER I /, s B. SEISMIC - No=t.O, Nv=1.06, SEISMIC SOURCE TYPE B, SOIL TYPE D. e 12"MIN. '.`\\F• A e ` C. FLOOR LIVE LOAD: 40 PSF + 20PSF (PARTITIONS) $ >/// /� D=4db FOR STIRRUPS &TIE U.N.O 13- ALL WELDER SHALL BE CERTIFIED AND QUALIFIED BY APPROVED ORGANIZATION j DEPRESSION SEE 9 90' BEND 12dpFOR SLABS b #4012 O.C. EA. WAY \/"z4 MIN. SUCH AS ICBO. ALL WELDING SHALL CONFORM TO AWS A5.1 AND D1.1. j WHERE OCCURS OR 6z6-W1.4zW1.4 W.W.F. COLUMN F W : B' OR LESS QB W MORE THAN 8'© ► f SCHED. G MAX. SLOPE I N i o #4012 0 \ U- 13 14 ACCORDANCE WITH. ALL STRUCTURAL THELATEST ASC MANUEL. 9TH EDITION.IAL, FABRICATION AND RUCTION SHALL BE IN :� NOTE: I ~- �• V �• ! UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE y s 1. COORDINATE WIDTH, HEIGHT AND LOCATION OF CURBS WITH 1db FOR BEAMS, 1.5db FOR COLS. _ ;- CUT, NEITHER DRILLED NOR NOTCHED,WITHOUT PRIOR WRITTEN AUTHORIZATION j ARCHITECTURAL DRAWINGS. OR PLACE BARS IN CONTACT OFFSET SUPP. TIE SAW CUT CONTROL JOINTS O FROM THE STRUCTURAL ENGINEER. 2. SEE STRUCTURAL SECTIONS FOR CURB REINFORCING AT SHEAR AND WIRE TOGETHER �d MID-BAY OR 20'-0't O.C. MAX. o r WALLS, BEARING WALLS, EXTERIOR WALLS AND SPECIAL CONDITIONS. LAP SPLICE 10" SECTION A i _ j NOTE: STRUCTURAL DRAWINGS AND SPECIFICATIONS DO NOTY CURBS-ON-GRADE 11 REBAR BENDING AND SPLICE 12 STAIR ON GRADE 13 JOINTS FOR SLAB ON GRADE 14 INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. W CONSTRUCTION SAFETY SHALL BE THE SOLE RESPONSIBILITY u �• POLYETHYLENE RIER E Y�aonD N OF CONTRACTOR �g I g LAYER TOP&BOTT. FIRST POUR SECOND POUR .Y� FOUNDATION WALL ! a #4 COAT. w 40'-0" MA%. 40'-0" MAX. F►-EQPT. FRAME CONSTRUCTION JT. OPTIONAL mo. OR HOUSING w10 #4018 O.C. I SEE ARCH. ROUGHENED SURFACE D MINIMUM REINFORCING STEEL CLEARANCE TO FACE OF CONCRETE GENERAL NOTES ;\ o P- •,.. EA. WAY I NEW OR EXISTING a S 9 TERMINATE BARS S 1. CONCRETE DEPOSITED AGAINST EARTH 3' RASED PAD CONSTRUCTION ff SEE SCHED. \ \�\ �` D CLR. Sp - FROM FACE OF FOOTIN 2. CONCRETE SURFACE FORMED EXPOSED TO EARTH OR WEATHER 2x4 COAT. r\ \ 4-PLR. Hf0 ( ) \ BEVELED KEY D 9 EXTEND BARS WITHIN • L �, 1'-0' 6' 6" i'-0' NEW - - BEND 9 STEM WALL #5 TBARUANDI SMALLER 111• g CONSTRUCTION p D o (MIN.2 BARS) # 11 - CONSTRUCTION OF SLAB CONSTRUCTION JOINT v 3. CONCRETE NOT EXPOSED TO EARTH OR WEATHER $ FOR SIZE, LOCATION AND p D` p c i y o D REINFORCING TO MATCH a. SLABS AND WALLS EXTERIOR SLABS 16'-TO.C. MAX. E.W. D EXTENT OF CURBS AND FOOTING REINFORCING #9 THRU #11 BARS 1+' 1s INTERIOR SLABS 20'-0"O.C. MAX. E.W. DEPRESSIONS SEE ARCH. DWGS. G / r\ `p v #8 AND SMALLER " j 14 PREFORMED FACE OF PARTITION #4012'O.C. tY #4018 O.C. DWLS. HILTI DROP-IN-ANCHORS /\ b. BEAMS AND COLUMNS I 1 PLASTIC JOINT WHERE OCCURS U.N.O.,SEE 11 AROUND PERIMETER (ICBO #2895) W/ "0 STUDS n D \\ 10 V "v - I PRIMARY REINFORCMENT, TIES, I No STRIP - (THREADED AND BENT) 10 R. �� * STIRRUPS AND SPIRALS 1}" 0 18' O.C. BEND IN REMOV L.\ OPTION �1 OPTION #2 TOES HORZONTALG 1a \\ D I CONTROL JOINT-INSTALL TOP ..:...:...:...r.�CONT. NOTE: PER MFR'S PRINTED p TOOL AT CURBS NOTE: 4(•- SHALL MATCH WALL INSTRUCTIONS CURBS AND DEPRESSIONS 1. FOR SLAB REBAR SEE PLAN FOOTING DEPTH. '3" CLR. SEE SCHED. j CONTROL JOINT 2. FOR SIZE, DEPTH, AND LOCATION OF RASED PADS 31-0" MIN. e9 SEE ARCH. AND MECH. DRAWINGS U.N.O. INTERSECTION � SEE 14 FOR ADDITIONAL DETAILS STEP FOOTING j SLAB-ON-GRADE 16 CONCRETE RAISED PAD 17 STEP FOOTING 18 MINIMUM COVER FOR REINFORCING STEEL 19 p NOTE: 2 x STEM WALL FORMS, I $ THE COST OF UNDERGROUND OBJECTS, S-1.1 GENERAL NOTES &TYPICAL DETAILS CURB OR STARTER WALL g ADDITIONAL DEMOLITION SERVICES, UTILITIES 5-1.2 TYPICAL CONCRETE & MASONRY DETAILS S OR RECONSTRUCTION DISCOVERED IN THIS AREA SANDBLAST S S-1.3 TYPICAL WALL CONSTRUCTION DETAILS 3 OF EXISTING WORK TO ARE TO BE MAINTAINED MIN, 5-1.4 TYPICAL WOOD DETAILS MATERIALS Smem .,+ INSURE 2:1 SLOPE AND OPERATIONAL DURING 2 x PLANKING S-1.5 TYPICAL WOOD JOIST DETAILS h CONTINUOUS MIN. TYP, .Ys FOR GRADING SHALL THIS COURSE OF COAST. S-1.6 TYPICAL STEEL DETAILS I e BE BORNE BY THE FINISH 5'-0"MIN. FINISH FLR= S-1.7 TYPICAL BRACED FRAME DETAILS CONCRETE CLEANOUT �F-� CAST-IN PLACE NUMBER REFERENCE CONTRACTOR. GRADE 5-1.8 TYPICAL MOMENT FRAME DETAILS i • WALL OR COL. <SECTION OR OETAL \/\ SHEET REFERENCE / 2 y FOOTING // 5-2.1 SHOWROOM FIRST FLOOR & FOUNDATION PLAN i 1MAX. \ NOTES: ® CONCRETE BLOCK _ � 5-2.2 SHOWROOM SECOND FLOOR& LOW ROOF FRAMING PLAN NUMBER RETI=RENCE STAKES NOT PERMITTED S-2.3 SHOWROOM HIGH ROOF FRAMING PLAN t5 �" b CUT BACK SPALL \\ 1 WITHIN FTG. SECTION S-2.4 PARTIAL SERVICE FIRST FLOOR& FOUNDATION PLAN SOUTH Fuu HEIGM SECTION \\ S-2.5 PARTIAL SERVICE FLOOR FIRST FLOOR & FOUNDATION PLAN NORTH O 2. FORMWORK NOT PERMITTED \ S-2.6 SERVICE LOW ROOF FRAMING PLAN SOUTH EARTH SHEET REFERENCE 4F :/ /\ BELOW GRADE UNLESS FULLY v SLOPE MAY BE VERTICAL IF �\� o CONTROLLED COMPACTED LL \ \//� FORMED. S-2.7 SERVICE HIGH ROOF FRAMING PLAN NORTH EXISTING CONSTRUCTION DOS �j\ "• �/ // //��NUMBER REFERENCE NOT PERMR 2:1 SLOPE. THE ��//\� 'b > j /\\�/�//\ S-3.1 WALL ELEVATIONSWALL ELEVATION OR CONTRACTOR MUST HAVE PRIOR \ _ \�\ ,\/ /`/ /' /\\ � EXCAVATION MUST BE ® STRUCTURAL STEEL FRAME ARON Q APPROVAL FROM THE SOILS \�\�/\ ��/ \� \\ ADD 2' TO CLEAN & FREE OF S-4.1 WALL SECTIONS SHEET REFERENCE ENGINEER&ARCHITECT BEFORE \ �� / / \ INDICATED DI DEBRIS 5-4.2 WALL SECTIONS E SLOPING BEYOND 2:1 \///�� \�� \���\�i NOTE; 5-4.3 WALL SECTIONS h FINISH ELEVATION C7G] I e THE CONTRACTOR MUST PROVIDE NATIVE SOIL, SEE SOILS S-4.4 WALL SECTIONS c .gg ALL NECESSARY CONTROLS & REPORT FOR TYPE. FOR REQUIREMENTS ON FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO v PRECAUTIONS TO PROTECT THE EXCAVATING, BACKFILUNG NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH -� & COMPACTING SEE THE WALLS ARE STABLE AS DETERMINED BY THE ARCHITECT S-5.1 SECTIONS AND DETAILS Shee+ No. p SLOPE, EXISTING CONSTRUCTION, NOTE: FOR SITE PREPARATION REFER TO SPECIFICATIONS DIVISION 2. 5-5.2 SECTIONS AND DETAILS 11 UNDERGROUND OBJECTS, &THE (STRUCTURAL ENGINEER). WORK SITE. SPECIFICATION DIVISION 2. 0. 4F- TO BE DETERMINED BY GEOTECHNICAL ENGINEER �7 'I �� - I ■ DIAGRAMATIC EARTHWORK EXCAVATION 1221 MIN. MANDATORY FOOTING FORMWORK 12,31 STRUCTURAL SHEET INDEX 24 LEGEND 25 ------------- v- rL COL. h PAD FTC. +e PLYWOOD SHEATHIN 2x STUD WALL PER (WHERE OCCURS) FOOTING FOOTING FO01NG EA. NAM LNO REMARKS ! 2-/5 CONT. DEPRESSION 2x STUD WALL PLYWOOD SHEATHING TS COLUMN DOWELS MARK SIZE BOTTOM TOP (WHERE OCCURS) I N4 x 1z i SEE ARCH. 20 FORSEE le TION NOT NOTED E.N. TO MATCH SLAB-ON-GRADE V I A 3--O' SO. 12" 3-05 - ( CONC. CURB 4 REINF. TYP. --- --- --� (WHERE OCCURS) za• 1. 2-/5 CENT. 2'—O' TYP FOR SLAB—ON—GRADE E.N. CONC. CURB, SEE REINF. SEE PLAN B 3'-6" SO. 1Y 3-05 — ALTERNATE REINF. SEE PLAN —� C 4'-0" S0. 1Y 4— 5 + TO x —DOWELS3IN FOR SLAB=ON=GRADE ARCH. FOR HEIGHT- __ — � \/\ i./i./i✓ BEND TO MATCH SLAB INF. _� i./i✓n D 4'-6' S0. 1Y 4—/5 � N4 024'O.C. \ x x 7o Id' , 0 4 18" O.C. z_ E 5'-0„ S0. 1Y 5—#5 — C 8 .P \ 2—#5 CONT. e" \\� 1—M4 CONT. i #4N CONT. r J ,J'ASPHALT IMPREGNATE I 5'-8' S°. 1Y 5-/5 4- 4 VERT. O PAD �/ /4 0 24"O.C. o ' ADDED 5 BAR O OF CONC. CURB. JOINT MATERIAL \ \• iv G 6'-K SO. 18" 6-/5 y21 CLR. '\ ` /� v •\// __ w O 2-1/5 CONT. _ L 2-05 T do B H 9'-0 s0. 18 8-/5 (TYP.) SEE PLAN FOR / v o 12' MIN. BOTTOM OF FOOTING AT DEPRESSION AO \� / >• y ❑ s-M;x8-o' 18" - Q d ELEVATION \\\ ", • _ 3" CLR. 5 S ° q / (TYP.) SEE PLAN FOR BOTTOM Z C Qp E NOTE: FOR DETAILS 3" CLR. o'\ \\ \\\/�\/�\\\\\\\ • - EE PLAN OF FOOTING ELEVATION 0 �" - NOT NOTED, SEE e. (TMP) SEE PLAN FOR BOTTOM- STEP AS REQUIRED EE PLAN OF FOOTING ELEVATION 5 ALTERNATE BEND PER ++ TYP. Z AT DEPRESSION WHERE OCCURS, SEE AO �i. p� F cr+l-rasa cxirsz cxv'rsa cxrrss r+ma 8 Z y. EXTERIOR FOOTING 1 INTERIOR FOOTING 2 EXTERIOR FOOTING 3 EXTERIOR FOOTING 4 FOOTING SCHEDULE 5 ° .g• COL. a FTC. 8 IcoL. a� FTG. 10'-0 24"SO. 9LOCKMT EDGE OF SLAB 16'-0" MAX. O.C. FOR ALL WALLS NOTE: FOR HORIZONTAL WALL SEE PLAN BACK FILL EXCAVATION GROUN _ - � EXCEPT WHERE NOTED OTHERWISE REINFORCING AT CORNERS I (1'-G MIN.) e Ti LINE PIPE SLEEVE ON ARCH. DETAILS OR ELEVATIONS. AND INTERSECTIONS, REFER •H•- •B• BLOCKOU SEE - TO 1R SIM. //\/\/\ Y LARGER THAN 1-#5 EA_ SIDE I I TS OR W COLUMN ED. EQ. \ COLUMN (4 TOTAL) I TS OR W COL 1 I \/ e PIPE TYP. 24 GA. GALV. FORMED #5 BAR VERT. EACH SIDE DIVISION STRIP OF JOINT k DOWELED INTO 24"SO. PEDESTAL I / ADDED 2-/5 I I ti 8'-0' 3'-6" I 2- 4 03"O.C. _ I FOOTING - - I 6-� _ ADDED EA. SIDE5 i OF COL. TYP. TRENCH WIDTH• wow ! CONCRETE BLOCK WALL 10•-°• p•_O• I I TOP/STRUCTURAL SLAB o-Jo PIPE SLEEVE +"1'-6"MIN. SEE ARCH. DWGS. 8 - - = rn z X b FOR CAP DETAIL -' - LOCATE PIPE TRENCHE - y - I p w ( ') CONT. FOOTING \�\ • •. - - SO THAT FOOTING WIL 1n POLYSULFIDE CAULKING W/ ALL HORIZONTAL WALL RE13ARS k WHERE OCCURS YEMBECO GROUT b \ �///\ - '/ TYP. BE_I{1NDERMINED- / / .- e n �gz URETHANE FOAM BACKING ADDED REBARS SHOWN ON SECTIONS 2-r5 CONT. AT TOP SEE e 6 I I ,\\/� 2 c=c=== Q br"� W (EACH FACE). CAULKING OR STRUCTURAL WALL ELEVATIONS �6:T�,P 4-/6 z TYP I I Z Y$ io v�iwo COLOR SHALL MATCH MORTAR SHALL BE CONTINUOUS THRU EO. - EO. _ WHERE OCCURS I CORNER BARSW W g �. _ 1 I BEING USED FOR ADJACENT CONTROL JOINT: - WALL. TTTPCLR. m w vawi \/\�j\\/. \\�\\�\\�� z �I I V-K MIN. V_ NOTE: FOR CONTROL JOINTS IN HEAD _ \ a _ \ _ sy_ o- \ `d'- /J2 Q- STACKED CONTROL JOINT SECTION OVER OPENINGS, /502470.C. VERT. REINF- O WALL rL / , _ - _ _ - I I NO DIGGING FOR PIPE CONCRETE FILL- FROM TOP OF FOOTING /3 O 6"O.C.TIES / _ a ac yam) 1 © / 1 I; TRENCH PARALLEL TO SAME WIDTH AS FOOTING 0) INSTALL DIVISION STRIPS IN 8' DOWELS FROM FQOTING TO MATCH FOR REBAR SIZES \ I TO TOP OF WALL SECTIONS WITH ALTERNATING - SEE FOUNDATION 5 - \/ y•�_v _ f o - b_•v" w_�•a-_� FTG. BELOW THIS LINE. AND FULL WIDTH OF TRENCH y ! A (T P) KEY EACH SIDE OF JOINT. PLANS FOR BOT 3'CLR. SEE SCHEDULE •v • v v- ,/\ 5 TYP. NOTE: 1. CONCRETE FILL TO BE MADE BEFORE FOOTING IS POURED a I OF FTG. ELEV. SEE FOOTING SCHEDULE 5 - e _ �5024"O.C. HORIZ. REINF. / \ /�\%j� 2. PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING TRENCH £ Msexv� NOTE" crtrros cm-u MAY BE BACKFILLED WITH CONTROLLED, COMPACTED FILL. + DETAILS FOR CONTROL JOINT Z i IV MASONRY CONTROL JOINT 6 e INTERIOR COLUMN FOOTING 8 EXTERIOR COLUMN FOOTING 9 PIPE AT CONCRETE FOOTING 10 H ��.. ONC. BLOCK TCH SPLICE PER 9 TYP. y S� I @ O GRADE LAP EBEAM LONBARS TO MGIATUDINAL BEND 24'-90' HOOK 5 : G. ` 2"TYP. SPLICE LENGTH H - REBARS AT END AS (r HO 4"O.C. L a - LAP SPLICE TYP TYP. I. - - - #4 30' SANDBLAST - N w Ix c 40d ADD �'S VERT. 30db r - 5 3g o fl `a 2'-5 MIN. i'-6" MIN- #6 45" 0. 0 1 r ® GRADE BEAM - a ' •.or . . e. > #7 c I ' i ADD-L. /5 ADD'L. y5 n BAR VERT. BAR VERT. a $ OPEN END BLOCKS % :./ c I I • ` w THROUGHOUT DOWELS TO e _ MATCH HORIZ. a NOTES: REINF. OR CMU I / a INDICATES Y 1. PLACE VERT. REBAR WALL 3"CLR. - f 4-$5 CONT. '> THROUGH AT; OF WALL U.N.O. "B" - u ALTERNATE p STIRRUPS 04' .C. QI GRADE BM. 2. FOR WALL REINF. 3/4" CLR. BENDS BOTTOM OF p / 23 SEE I, THROUGH GRADE BEAM •� �• CORNER SEE SCHED. CONCRETE NOTE: SEE PLAN AND DETAIL 51 7 INTERSECTION INTERSECTION AT CONC. � FOR EXTENT OF GRADE BEAM KEYSrj h AND STIRRUP REQUIREMENTS TYP. a -E' xsexna• ew Msewzo exFrsa "WALL BRAG", GROUT ALL CELLS BLOCKSeATN4"BM' FREE STANDING WALL SECTION 12 REBAR SPLICE & EMBED DETAIL AT CMU 13 GRADE BEAM INTERSECTION DETAIL 15 �Q 'W AT OR EQUAL BRACKET FORM POSITIONM NG 2_/7 BARS VERT HIGH UNITS ONLY c g VERT. REBAR. U.N.O. HORIZ. WALL REBAR R4xf}x CONT. (DRYPACK UNDER R k COL. h FTC. I I, is I ! i I (REO'D. AT JAMBS LL WALL ac FOOTING OR END OF WALL I z ONLY) PROVIDE CLEANOUT VERT. REBAR FOR EVELING AS REQUIRED) I AT BOTTOM COURSE CONC. BLOCK WALL SANDBLAST BLOCK WALL ��. JAMB OR WALL END BOND BEAM BLOCK 2-y4 CONT. b ^1' DOWELS TO MATCH TS COLUMN ! � is p (AT ALL HORIZ. REBAR) 1 RT. REINFORCING DOWELS TO MATCH 'It 0 ANCHOR BOLTS O 16' O-C- rE,F. WHERE DBL. REINF. 2'-0" 2" VERT. REINF. TYP. g SCHEDULED REINN.SHALL APPLY M ALL CASES UNLESS NOTED OTHERWISE ON PROVIDE BOLTS WITHIN 6' OF FA. END of L s. REQUIRED) TYP. REINF. SLAB - 20 I FOR INFORMATION NOT NOTED ,• SPECIFIC DETAILS OR SECTIONS. 2 BOLTS PER L OR PIECE OF L ON GRADE, LAP SPLICE " M4018'O.C. : SEE e #4018 O.C. SEE PUN PER 13 "I- DOWELS �J \ TYPICAL WALL REINFORCING SCHEDULE O =o o Y oowEls, TYP. a 2'-°" L3x3xa CONT. W/ i"• AB. 0 16" O.C. wz $ • - __—___ _$ WALL THICKNESS VERT. REINF. HORIZ. REINF. REMARKS PROVIDE BOLTS WITHIN G OF EA END of L. 0. - " 2 BOLTS PER L OR PIECE OF L i¢ i \ �\ s �/ • 2-/5 CONT. b 8' /608"O.C. /5016O.C. o LEDGER ANGLE TO BE BOLTED TO WALL < // PAD - g AS TEMPLATE FOR SETTING BOLTS. �/ // b.L° / / /' - IL A 1Y /508"O.C. �5016'O.C. EACH FACE TYP _�1" —_� 2_�g (E.F WHERE oZ "— \\.•\\//\\� \j\\/�\\. 4- 4 J '� _ z CONT. DBL. REINF. / / TYP. WALL • . iv / /\ b \/ VE O PAD _ a FOOTING r. w !9 \ / .,\ .m /. 04018"O.C. E.F. \\/ BEYOND SEE(2) W (MN. E 11111I EN7) i' MASONRY WALL N4 CONT. "0 4• I TYP. U.N.O. - "/ 4" 1 3-05 CONT. �� �. x 4•p 5' STEEL BEAM SEE PUN 1 COMPACTED BACKFILL - 5 4 WHERE OCCURS AS DIRECTED BY '� / /� /. /� /� /< ALTERNATE BENDS _ $ + a"0 6" O �sewos GEOTECHNICAL ENGINEER SEE PUN L �SEE LM�OF FOOTING �-) i CONCRETE BLOCK WALLS 16 ANCHOR BOLTS AT BLOCK WALL 17 CMU WALL FOOTING 18 CMU WALL FOOTING 19 INTERIOR FOOTING 20 A. 40d 16'-O'MAX.O.C. FOR ALL b ST'D. 90' BEND IF STRAIGHT WALLS EXCEPT WHERE EMBEDMENT NOT POSSIBLE - ,I 2'-0" MIN. NOTED OTHERWISE ON 9" I (I t; ARCH. DETAILS OR TYP.WALL 1ST TYP. • r . a a ELEVATIONS REINF. WALL REINF. TYP. WALL C.M.U. ` e r REINF. Z _ 51"WIDEx24 GA. 2-#5 VERT. EACH SIDE A3UHAIRPIN TIES n. GALV. FORMED OF JOINT do DOWELED 016.O.C., TYP. 2-/5 _ DD'L. 2-A5 DIVISION STRIP INTO FOOTING. D AT LINTEL k JAMBS. CONT. /5024"O.C. G I BAR VERT. '3UHAIRPI I TIES K iv 016"O.C. TYP. - _ OPEN END BLOCKS � 1 1 I � � M HORIZ. THROUG50 - TTYPICAL 90*URNEDHVERTBICAL m I I 1 (OR AS NOTE7 BARS, D I I 10 1D I OUT VERT16"O.C. 1 1DOWELS TO z STANDARD LINTEL SLAB REINF MATCH p 4-#7 BARS TYP. BLOCK 1 CORNER TER MON OPENING 1 STANDARD LINTEL X Y 2-/6 JAMB BARS TYP.AT 17 WALL U.N.O. 1 BLOCK ui E STACKED CONTROL -� ALL HORIZ. WALL REINF. THIS BAR SHALL BE CONTINUOUS E NOTE: JOINT- TYP. ' AND ADDED REINF. SHOWN BETWEEN LATERAL SUPPORTS OR Y// •/\� `o A c f FOR DETAILS NOT NOTED ON SECTIONS OR STRUC7. 2'-O" BETWEEN FLOORS. FOR BAR $ SEE 16 I WALL ELEVATIONS SHALL BE MIN. PLACEMENT SEE TYP. CONCRETE o CONTINUOUS THRU CONTROL BLOCK DETAILS. FOR DOWEL c - FOAM CAULKING WITH URETHANE - Sheet No. ° � FOAM BACKING EACH FACE). CAULKING JOINT. LAP dt EMBE ENT, 2-�5 � GROUT ALL CELLS COLOR SHALL MATCH MORTAR BEING REFER TO 13 CONT. TYP. ELEVATION SECTION O 8" WALL SECTION O 12" WALL /� USED FOR ADJACENT WALL. S-1•Z 0. usew+z ysewo� CONCRETE BLOCK WALL-DBL. REINF. 21 MASONRY CONTROL JOINT- 12" WALL 22 REBAR AT CMU WALL OPENING 24 FREE STANDING WALL 25 I y I PLYWOOD SHEAR PANEL SCHEDULE 3z STUD TYP. DOUBLE TOP R __ I PANEL STRUCT. 1 '3 EDGE 4 2ND FLOOR SILL PLATE FOUNDATION SILL BOLT 6 MIN. NO. OF SILL BOLTS A,EDGE OF DESIGNATION PLYWOOD NAILING ATTACHMENT SIZE & SPACING PER 6'-0" WIDTH REMARKS /� 1 T'-o^ IN. A 15/3r 8d O6"O.C. 10 GA. WS 04"O.C. I}"O 0 32"O.C. 2 I' 'I LINTEL SEE $` I "b I 1 \ SEE INDICATES PANEL SCHEDULE e SCHEDULE c� _ FOR NAIL SIZE AND SPACING. I B 15/32, 10 06"O.C. 1" O 3YO.C. 3 LINTEL OPENING 1\ :." i .r SIMPSON CS1 z KING 4 d 10 GA. WS 04"O.C. 0 \�L MAX. ROUGH OPENING LINTEL \ C 1 15/3Y 10d 04"O.C. �" 3 UP TO 4'-0" 6z6 \�� / AT EDGEOF 2x STUDS YI K 10 GA. WS 03'O.C. 0 0 24"O.C. I I / h y 6.O. e 4'-1" TO 6'-0" 6xB /� 01G. � W 8 B D t 15/32" 10d 03'O.C. 12 GA. WS OTO.C. J"O 0 24"O.C. 3 6'-1" TO 8'-0' 6x10 PLYWOOD NAILING AT SPLICE . l - SIMPSON CS1 o s 8 2-2 t / d 12 GA. WS OYO.C. T"O O 16"O.C. 8'-1" TO 10'-D' 6z12 PLYWOOD JOINT W E 15 3Y 10 02"O.C. 4 5 1 w - EDGE NAIL NOTES: 1. 3x STUDS AND BOTTOM PLATE REQUIRED. STAGGER NAILS INTO PLATES. 4. NAILING AT INTERMEDIATE MEMBERS TO BE SPACED AT 12" O.C. U USE 12'MIN. LONG ANCHOR BOLTS EXTENDING 41 " OUT OF CONCRETE. 5. ALL EXTERIOR FOOTINGS SHALL HAVE SILL BOLTS PER Q � - g21� SILL It � C 2. PLYWOOD SHALL BE APPLIED OVER STUDS 0 16"O.C. ON ONE SIDE - (TYP. U.N.O.) SILL BOLTS ARE it 3x TYP.LONG (MIN.) e - $ „ j OF STUD ONLY, U.N.O. 3. WHERE PLYWOOD IS REQUIRED ON BOTH SIDES OF STUDS_ 6. FOR OTHER NOTES AND DETAILS SEE 13 o t DOUBLE LETTERS ARE USED (i.e. )EDGE NAILING PER SCHEDULE IS 7. W.S.=WOOD SCREW. LS=LAG SCREW MOTE: ► F i ( - PLAN PLYWOOD ONE SIDE l�) ))A�PP I OBLTHON IN�ICCATED SIDE. ON ILL SCHEDLULE.pACING SHALL BE DECREASED B. FIRST MINIMUM OPTION OF PUTES IS OD GREATERWS OF 8x DIAMETER OR LAC SCREWS 1N 0 27 • 18 w 25 2.) OMIT BOTTOMTHING OSTRAP SHOWN O DOORCOPEINING III s PLYWOOD SHEAR SHEAR WALL SCHEDULE 1 2 EXT. STUD WALL LINTEL SCHEDULE 3 NAILING AT SPLICE 4 TYPICAL OPENING STRAP DETAIL 5 SO ° ' - 14 MAX. NOTES 6x6 BLOCKING FILLER BLOCK 6x6 BLOCKING _- w/SIMPSON'F17C SEE SIMPSON"HU66" / _ PROVIDE FURRING OR BACKING OF THICKNESS AS REQUIRED TO MAINTAIN - _ 1. NO OPENINGS OVER ONE STUD JOIST HANGER AT SIM. JOIST HANGERS A COMMON WALL PLANE AT ALL WOOD STUD WALL SURFACES WHICH ARE ONLY WIDTH TO OCCUR IN PLYWOOD EACH END 1' O 4'-O'O.C. 4'-0" MIN. BTWN. SPLICE PARTIALLY SHEATHED WITH STRUCTURAL PLYWOOD. { n SHEAR PANELS UNLESS DETAILED w 16d018"O.C. COORDINATE AND ADJUST HEAD, JAMB AND SILL DETAILS AS REQUIRED FOR �r ---- -I n ON STRUCTURAL ELEVATIONS. SIMPSON A35 EACH SIDE, (SPLICE OVER BUR'G.) _ PROPER OVERALL WALL THICKNESS. / n OPENINGS IN PLYWOOD SHALL BE / CUT WITH SABER SAW. TOP AND BOT. OF FULL 2-2x TOP PLATES •)'INDICATES EDGE NAILING-SEE SHEAR PANEL I I II I I \ - HGT. STUDS FOR LINTELS 5-16d BTWN. SPLICES d SCHEDULE FOR NAIL SIZE AND SPACING. STEEL BEAM II- I I I I 13 1 ( . 2-8 TO EACH PLATE 2 PER PLAN I I• 2. SEE , THERE SHALL BE AT EXTERIOR WALLSJR TYp. EACH END. - e ,) (WHERE OCCURS) \ .\1 LI NO OPENINGS/PENETRATION$ AT_ _ _ _ SHEAR PANEL.T Ir R -II _ TRU$ OAIr I I I I I I I J I I ___ i COORDINATE, TYP. U.N.O. ON PLAN JOIST WOOD STUDS2x CRIP I I.I II DRILL 1"0 A A I II I I II II I' AT CORNERS O 16"O.C.016"0C EDGE NAIL11 'I I I I _ �r BEFORE CUTTING MINOR OPENING A AROUND2"PROVIDE 2- EACH TUD - I I I 113x stub TYP. I II II I ( N OPENING STUD WALL PERPENDICULAR STUD WALL PARALLETRIM STU 1'I I II1 OPENINGS 3z BLK'G.OPN'c. A I I I I I 4A I I I I I.t'I I I 111.1 1.1 1I 3x NAILER I I Ili I I 11 ��� �� }.. .I I. TYP. TO TRUS JOISTS TO TRUS JOISTS ^) I • t2 GA.x4' LONc wooDz316d012^O.C. _ I1"pd h1 it "x II I I Imo- _.y_ -�_- �I SCREWS (4 TOTAL)1 " I'I 11 -I_ II -_ I 1 I� 1I SHAPED 3x6 w/2-ROWS OF 2 LAYER$ OF - I II I. 3x JI II 16d 01YO.C. STAGGERED GYP. BOARD PERSIMPSON FI II 1'I J I I I I f NI I I I I J I 11 ST2115N�IL /J 11 ARCH. DWGS.i li "' -I Z!I_ d I 1 STRAP AT -C lfl I l I 11 CORNER I IIII INI 11u, II II n, 3'LONGx 12 GA. BENT� a }cLR. LINTELS FOR WI - II k, l I 11 II kl I � 1J II kl.l LINTEL 18 I,I 8d NAILS EA. SIDE p I.I I I 11 I I MECHANICAL DUCT OPENINGS t B ) (MATCH STI D WIDTH) IN 1" LONG VERT. _ AND DOORS-SEE 1 / 2z FIR BEKG. II I I II II I I II II I. - II I x I I I II I I I II II I.f W II I I r 2 O 4'-o O.C. A SLOTTED HOLES • _ 1. 4B II IJ N II IJ I! I. eaolro.c. z, 11 fl II bl p 2-THRU STUDS FOR WALLS I I - X" 1 11 11 1) - I I I Z S O -g 1o'-0" AND HIGHER AND I , OPTIo L 2x T-IN 4x POST :f1��+.1 I1 11 . OPENING IN PLYWOOD SHEATHING 9 INTERIOR PARTITION ANCHORAGE 10 LuOPNGS. �. I II �L___II II II I' __ f / BRAG SAME TH AS I'I I I li I' 'I' 1' qu GREATS 6'-0^ WIDE OR I r� STUD S E' OF 1x I 2x Tywm,, SIM. I I. " La wGREATER. 2-16 d TOE NAILS i t II I I I I I I I lI $TL. TUBE COL {;1 JLET-I BRACE. 11 1 31 BLOCKING, TYP. I 1 it 11 21IISEE PLAN li II. I-JOIST Z2x SILL 1x6 ET-IN CE II I LI I I 11 I I. 11 I1 I I 1 I-JOIST k ROOF ROOF SHEATHINGSIM. Ij w WHERE OCCURS PER �J 400P x. 25' O.C. II I I II II I I II II I. z •f2x CRIPPLES O i J I I 1! I.1 HOLD L ' 11 d LI I eIJ I I IJTTTTT TTT^" S t s"O.C. ' 2x uD$ O 6"O.C. II I I II lI 1 II II I ANCHOR .III II - II II E.N. t = -I II I I II 11 I II II SEE PLAN == _- ---------- y 2x TREATED SRETIGHTEN ILL PL. FOR LOCATION 1 II 11 II r-------- LR. BEFORE CLOSING IN. I I I I I I I f I I�`f I / 24 TAP. 1 I I I I I I 1K��t7 yJ CLR. 1 ( J -- --JL--ll• -J •--11 I-I--• _JL-- -- L_ I } 14 GA.x1}"BENT 2x6 STRUT O 4'-O'O.C. _ - _ I FLOOR LINE ------- - - R. EA. SIDE O 2-10d EA. END SIMPSON"STC' 1" DRYPACK AT - - - II I "11� I - ---_--- 4'-0"O.C. W/1-1 Od CLIP, EA. SIDE _ e' 9•(TYP•) 25 2x CONT. 2-2x CONT. TOP PLATE O EA. JOIST. EXTERIOR WALLS AND O%1YLQNG ANCHOR I I 3x TREATED SILL PLATE SILL BOLT-SEE 14" AT - TYP- PLYWOOD WEB TO PLATE & 2-8d SHEAR WALLS ONLY. SILL) BOLTS 0 4'-0" MAX. M W/1"DRYPACK (TYP.) SCHEDULE HOLDOWN AT STEEL COL. TOP PLATE 4 JOISTS. PER PLAN NAILS TO STRUT. 1 - ANCHOR SEE eS &. 10 -i. 'fl1' 1�. i PER PLAN I(� 2x STUDS O 16'O.C. '.._.---__7..-T'.'--r.--r OPTIONAL SILL PLATE ANCHORAGE: NOTES: PLYWOOD SHEATHING� Y SILL PLATES MAY BE ANCHORED BY USE OF 2 0.145"0 POWDER-DRIVEN PINS 3YO.C. FOR SHEAR WALL SCHEDULE. SEE _ OMIT CURB_AT INTERIOR SHEAR WALLS, PER PUN. (TYP.) 1 NOTE: FOR PLYWOOD SHEAR WITH A MIN. PENETRATION OF 11- INTO CONC. - U • EXTEND STUD WALL TO UNDERSIDE •INDIVIDUAL PIECES OF PLYWOOD SHALL BE NOT LESS THAN 2'-O' IN LEAST FOR ADDITIONAL NOTES, SEE 2 6' STUDS O16'O.C. OF SHEATHING AT SPECIAL CASES. 8 PANEL, SEE 13 OPTIONAL ANCHORS SHALL NOT BE USED IN I F CURBS,ADJACENT TO DEPRESSED SLABS, EXT. DIMENSION NOR 8 FT. IN AREA. i REFER TO WALL SECTIONS OR DETAILS. $ WALLS OR SHEAR WALLS. FOR ADDITIONAL WALL ELEVATIONS, SEE ,3 & t5 e e 1 s-scsu-n.es •FOR OPENINGS IN PLYWOOD SHEATHING, SEE & • PROVIDE NAILS AT q OF R& 'STC CLIPS. 1 •FOR NAIL O SPLICE, SEE e WALL PERPENDICULAR TO n WALL PARALLEL TO n s-scsu-u.ewc I-JOISTS W/OUT GYPBOARD I-JOISTS W/OUT GYPBOARD § STUD WALL CONSTRUCTION 11 SHEAR WALL CONSTRUCTION 13 DETAIL 14 WOOD STUD TO I—JOIST CONN. 15 w 8 SIMPSO WOOD SCREW g. is a PLYWOOD HOEDOWN 3x PER I V ice, 1 1 o SHEAR PANEL AT PLATE POST E.N. j o, 8d 01G"O.C. 3x LINTEL---, E'N' POST OR DBL. STUDS v 1 ! I ABOVE AND BELOW WALL E.N. i6d 0 SPACING CONCRETE OR MASONRY & POST TO MATCH SHEAR W'°'LE 1 o. SIMPSON 2x TRIMMER PLYWOOD PANEL EDGE I TS COLUMN BLOCKING PER PUN ' HOLDOWN POST SHEAR NAILING Ox0'-9" ANCHOR I e 2. SILL PLATE HOEDOWN - PANEL BOLTS 0 4'-0"O.C. & " PANEL PER 1 O_FFSET I Sr FROM EA_ END OF 1 TYP. n PLAN SECTION n PLAN SECTION STUD. j SIMPSON"A35" s PROVIDE STD. - 06"O.C. A WASHER, TYP. TYP � o e PLYWOOD DBL. TOP j aF� SHEAR PANEL TS COL. PLYWOOD TUBE OR � I I tl SHEAR PIPE COL. SIMPSON"HUG HANGE PLATES E.N. E.N. PANEL I }"0x1}"LONG STUD I E.N. I qy� � - - - - 2x STUDS BOLTS 0 16"O.C. I ' WALL WALL - J"MIN. PLYWOOD JOIST PER & POST & COL. Ox2}" LONG STUD I SHEATHING a SIMPSON 05TUD BOLTS LTS O 3'-TO.C. MAX. HOEDOWN TYP •FRO.C. . & 6' FROM EA. END OF ADDED 2x TRIM STUD I 1 PUN { 3z 6^FROM U. WOOD STUD, TYP. . \ 1 PLAN SECTION l� PLAN SECTION rw PUN AT STEEL COL CAS PLAN AT CONC OR CBS WDSD13 5-SCSIS-19.OWC I MASONRY LINTEL CONN. AT STEEL COLUMN 18 DETAIL 19 TYPICAL HOLDOWN DETAIL 20 PLYWOOD SHEAR PLYWOOD PANEL WHERE TS SIMPSO SHEAR OCCURS STUD OPER Q p HOLDOWN I PANEL E.N. 8d06"O.C. I EDGE NAIL SIMPSON ANCHORS,HOL PUN PLYWOOD SHEATHING $ POST �- - I b E.N. WALL I HOLDOWN SIMPSON ANCHOR BOLT MIN. POST SIZE & COL. PLYWOOD 2z TRIMME W/ 2x STUDS 16d 01YO.C. 2x STUDS 16d O SHEATHING 6•* DESIGNATION HOLDOWN SIZE SIZE (U.N.0 ON PLANS) 1 I a 3 /12-24x2 1YO.C. 1 PHDS "0 4x OR 6x n I I EDGE NAIL TEKS 4-5 018" EACH ROW 7 O.C. & 6"FROM U ROW 2 PHD6 d"0 4x OR 6x EA. END TYP. rc O I O OPENINTRIMMER v PLAN SECTION PLAN SECTION �• WHERE CURB 3 PHDB 0 4x OR 6x 6•f € I1 4 HD10A Z 0 4x OR 6x o OCCURS -1f POST 'AL. BLOCK AT TOP, 1Y LONG BLOCK AT TOP, a $ WHERE N HOEDOWN PLYWOOD SHEARd d II CENTER & BOTTOM. 3-i6 CENTER O BOTTOM. 3-16 5 H014A 11 O 6x E.N. WHERE OCCURS PANEL WHERE STUDSL PER/ EACH BLOCK. EACH BLOCK. ii `• v - j OCCURS o 11 23 E.N. 6 H015 1 "O Gx 3x WHERE SHEAR (D I I - 3i WALL PANEL OCCURS 2x TRIMMER I 2„ & POST E.N. W/ 3x STUD PER hi S INSTALL INTER- WHERE SHEAR - - CORNER CCU INTERSECTION (b� 4 I r '•. m I I 1 NOTES PUN FOR HOEDOWN LOCATIONS. tl 11 I I PANEL OCCURS WALL TYPICAL. 6 C It a m E SECTING WALL & COL. • 11 �I° 1•+ a O CROSS WALL E.N. III 7� AFTER PLYWOOD d 2) POSTS SHALL BE SAME DEPTH AS F�2 f1 SHEAR PANEL 16 O SPACING TO 3 WALL STUDS. EDGE NAIL TO POST. Z2 ' �• b 'D p• IS INSTALLED MATCH SHEAR PANEL PLYWOOD a EDGE NAILING SHEAR ••1.•. PANEL 3) DOUBLE NUMBERS INDICATE HOEDOWN y" • Sheet No. L (� PLAN SECTION (H� PLAN SECTION ON EACH SIDE OF POSE.' TACO x ^ WASHER wosoou • o 4) SEE 20 23 25 & 15 FOR DETAILS TACK WELD TO NUT n • 23 z 7 e e 51.6 w PLAN SECTIONS 1211 CORNERS do INTERSECTIONS 1221 HOLDOWN DETAIL 1231 HOLDOWN SCHEDULE 1241 HOLDOWN DETAILS 25 y i � EDGE NAILING, EDGE OF FLOOR NAILING SCHEDULE SEE NOTES PLYWOOD FLOOR CONSTRUCTION: FIELD NAIL PROVIDE GLUE EDGE OF ROOF FIELD NAILING EDGE NAILING, PER NOTE 1. Joist or rafters to sides of etude AND/OR EXTERIOR TYPICNL SEE STAGGER SEE NOTES. MATERIAL: PLYWOOD ABOVE 8-inch joist or less 3-16d EDGE WALL BELOW NOTES FOR BUTT PLYWOOD ROOF SHEATHING NOTES: PANEL AS SHT'G. NAILING SPACING SHEETS ALONG PLYWOOD: " STURD-I=FLOOR, TONGUE AND GROOVE For each additional 4 inches in depth of joist 1-16d SHOWN LONG EDGES, CONFORMING TO U.S. PRODUCT . OF SUPPORTS 1. PLYWOOD SHEATHING:U.S. PRODUCT STOPS 1-83 APA 2. Bridging to joist, toenail each end 2-8d V 'R STRUCTURAL 1 RATED SHEATHING EXPOSURE 1. STdD PSI-83 a. Blocking between joists or rafters - NAILS: B COMMON, RING OR SPIRAL SHANK, FULL HEAD To joist or rafters - Toenails each side, each end 2-10d THICKNESS: 4 INCH 1 j EOGE NAILING I-JOIST EDGE NAIL: 0 6" O.C. b. Blocking between etude, each and 2-10d toenails or 2-16d OJ BLOCKIN FOR SIZE AND 2. NAILS FOR PLYWOOD SHEATHING: tOd (FULL HEAD,COMMON WIRE). BUTT PLYWOOD FIELD NAIL: O 10" O.C. A SPACING-SEE ALONG Z OF ADHESIVE: CONFORM TO AMERICAN PLYWOOD ASSOCIATION 3. Sole plots to joist or blocking, face nail 16d at 16" o.c. � RAFTERS NOTES EDGE NNUNG: 27 O.C. SUPPORTS. SPECIFICATION AFC-01.ADHESIVE SHALL BE FIELD NAILING: 1 O.C. 2x4 BLK'G. CERTIFIED AS CONFORMING BY A TESTING AGENCY 4. Top plate to stud, end nail 2-16d I 3. PROVIDE PLYWOOD SHEETS NOT LESS THAN 2'-0' IN LEAST DIMENSION B ACCEPTED BY THE FEDERAL HOUSING ADMINISTRATION. C 5. Stud to sole plate 4-8, toenail or 2-16d, and nail a I-JOIST IN ACCORDANCE WITH PROCEDURES GIVEN IN HUD-FHA W $ G NOR LESS 1}NN 8'-V S0. FEET IN AREA USE FULL SHEETS WHEREVER W S � DETAIL A Po55t8LE. USE OF MATERIALS BULLETIN UM-60. � 6. Double studs, face nail 16d at 24' o.c. � Z � I am I _ EDGE NAIL GLUE BUTTING 7, Doubled top plates, face noil 16d at 16" o.c. EQ. 4. PLACE PLYWOOD SHEET WITH FACE PLIES PERPENDICULAR TO JOISTS. STAGGERED. EDGES PER y Z 5 B BUTT PLYWOOD 5. COORDINATE JOIST LAYOUT WITH 4'-0" MODULE AS RELATED TO PARTIAL PLAtF EXECUTION: NOTE ABOVE. 8. Top plates, laps and intersections, face nail 2-t6d M ? y E.N. SHEETS ALONG PLYWOOD SHEATHING PATTERN. 1. APPLY A BEAD OF GLUE ABOUT } INCH R DIAMETER TO ALL PLYWOOD 3 f OF BLOCKING - FE OF BLK'G k PLYWOOD JOINT CONTACT/BEARING SURFACES. ON WIDE AREAS APPLY GLUE IN SHT'G. 9. Ceiling joists to plate, toenail 3-8d 24 Ir j FIELD 1 NAIL REQ'D. AT SERPENTINE PATTERN. I 6. MACHINE APPLIED NAILING: ONE CONTRACTOR WILL DEMONSTRATE NAILING 010" THESE LOCATIONS. 10. Continuous header to stud. toenail 4-8d SATISFACTORY INSTALLATION ON THE JOB AND OBTAIN THE ACCEPTANCE � 2. APPLY TWO BEADS OF CLUE ON JOISTS WHERE PANEL ENDS BUTT. � F 'L OF ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE THE USE OF D.C. �' 3. APPLY GLUE PROGRESSIVELY TO BUTTING EDGES OF PANELS AND 11. Ceiling joists, laps over partitions, face noil 3-16d D MACHINE APPUED N41LS CAN BE APPROVED. APPROVAL IS SUBJECT TO INTO GROOVED EDGES OF TOUNGE AND GROOVE PANELS AS WORK 's 3x4 FLAT CONTINUED SATISFACTORY PERFORMANCE. REMOVE ALL"SHINERS. PROCEEDS. 12. Ceiling joists to parallel rafters, face nail 3-15d S BLOCKING WITH PROVIDE GLUE- 4. M _ COMPLETE NAILING OF EACH PANEL BEFORE GLUE SETS. SMPSON"Y 7. PREDRILL HOLES FOR NAILING WHEN WOOD TENDS TO SPLIT. 2x4 FLAT BLOCKING W/ PER NOTE 13. Joist or rafters at all bearings - toenails, each side 2-10d O CUPS EACH END SECTION B SIMPSON"Z CLIPS' ABOVE - Z END �� - 14. 1" brace to each stud and plate, face nail 2-8d , f ? R I e SECTI A �r EM / • \ nr�•u /n\ 15. Built-up corner studs 16d at 24" o.c. $ j € V wowoa\ +�i3rJ.LSLa�^J iLL1dV.`�J wouo7 asso/o i Z It PLYWOOD ROOF SHEATHING 2 PLYWOOD FLOOR SHEATHING 4 NAILING SCHEDULE 5 m ° EDGE NAILING (DOUBLE ROW) � PLYWOOD SHEATHING CONT. FLAT NAILER 5-16d - TTT SEE PLAN w/ 2-ROWS OF 1"0 CARRIAGE TYP. g, SPLICE BYLITSAL U N4"00.C. STAGGERED y 8$ ajjj��� 5" 51 STRAP E"CMSIDE R 2 'GIST ANGE TYP 2x BLK. BTWN. 1" STRAP EACH SIDE JOIST HANGS 2x BLK. RAFTE ai v ;(."} TYP. 2x4 HANGERS 1 W/2- o REINFORCED BORED HOLE 2z STUDS--------- TUDS 7T 71THRU- OLTS MAX. SIZE HOLE = 211 0 01(i O.C. a O 4'-0" OC. 2x4 BRACE 2x4 HANGER AT O 2" N (WHERE AT 4'-0"O.C. ' •? 4'-0"D.C. AND ¢ JOIST OCCURS TYP. SEE • U 2x4 CRIPPLES e UNREINFORCED BORED ow ON ONE NOTES BELOW. �cJ AT 16"O.C. TYP. ! 2x6 OR 3x6 Lo Ea HOLES - MAX. SIZE b y SIDE) TYP_ STRONG BACK o� SIMPSON"H2.5'ANCHOR TOP PLATES HOLE 1/3 OF WIDTH " 2x6 - 1�"0" DIA. HOLE WHERE OCCU SIMPSON"A34" N� EACH SIDE OF 2x4 ! _ JOIST LA BEA1A GLULAM BEAM_ FRAMING ANCHOR �; HANGER TYP, y - 3x6 - 1i"0 DOA. HOLE b SEE PLAN w SIMPSON"HGO" W WHERE OCCURS {i / 2x HANGER OR OFFSET PARALLEL TO RAFTERS coNr.PERPENDICULAR TO RAFTERS STEEL BEAM END OF STEEL BEAM NOTES: CONSTRUCTION IS SIMILAR WHERE RAFTERS ARE SKEWED TO WALL. R 3"z}"x2'-2' WITH _ PLYWOOD 2 1. SEE PLAN . WHERE FINISH SOFFIT DOES NOT OCCUR, DELETE 2x4 CRIPPLES. SIDE 0 BOLTS EACH WHERE 1. V �+ 4 - - - PROVIDE 2x4 STRONG BACK WHERE BRACE LENGTH EXCEEDS 8'-1T. � I SIDE OF SPLICE 1YteK. OCCURS - 1'-IS LONG SIMPSON R 6"x}"x1'-9"(LET-IN) 2x BRACE STEEL BEAM N _ "CMST147 STRAP WITH W/ 4-1"OBOLTS EA. SIDE STRON SIMPSON"HL*�REMAJNING NAILER PER 20 S 1 5 - 10d 03}"O.C. A BACK EACH SIDE / A 3x CONT. LEDGER t6d STUD EMINAPCON T.2x6 HANGSs"o.c. SECTION-A AT 16o.c. STEEL BEAM •d OVE wo�u,�, wo��a, I DOUBLE TOP PLATES SPLICE 6 TYPICAL PIPES THROUGH TOP PLATES 7 LEDGER PLAN DETAIL 8 JOIST HANGER SCHEDULE J SOFFIT HANGER 10 W `s�� m 2x6 AND WIDER OFFSET PIPES IN ATTIC SPACE WI : : • .� TO AVOID CUTTING OF PLATES. BORED HOLES - MAXIMUM SIZE HOLE 1/3 OF COL. k SYMM. LEAD HOLE �• ~-•• STUDS MAY BE NOTCHED NOTE BELOW SHALL GOVERN WIDTH. = D DIAM. Ds Dt H • • A MAXIMUM OF 2" FOR IF NO ATTIC OCCURS. [2x4- (1 1/B") DOA. HOLE. 24" MAX. 4- 0 BOLTS z • *-) HORIZONTAL RUNS OF L J 11 a VENT PIPES BELOW STUD 3x6 OR 2x6- (1 7/8") DIA. HOLE. MIN. GLULAM BEAM r S4"0 �, e f. .•� WINDOWS ONLY. BORED HOLES IN DOUBLE STUDS MAXIMUM SIZE o D"0 6"0 J,'0 NOTCHING NOT PERMITTED a HOLE IN DOUBLE STUDS 60% OF WIDTH- IN 2x4 STUDS. EDGE NAIL CEILING JOISTS NO MORE THAN 2 ADJOINING DOUBLE STUDS - ALL AROUND EQUAL TO BE BORED. - WHERE NOTCH IN SILL E=FFFOR WAS AFRO BEAFMI6 WALLFi o 0 0 0 0 0 EXCEEDS 1/3 OF SILL LAG BOLT ] WIDTH, ADD SILL BOLTS EACH SIDE OF AND 9" WICPH BORED HOLES - MAXIMUM SIZE HOLE 60% OF WIDTH. NOTE: FROM FACE OF NOTCH. 2x4 FIAT WITH SIMPSON 1. ALL LAG BOLTS SHALL BE INSTALLED 2x4-2.1" (2 1/8") DIA. HOLE. WIDTH OF NOTCH SHALL ZEE" CLIPS EA. END ININ PRE-DRILLED LEAD HOLE. 1 BE PIPE DIAMETER FINISH FLOOR 3x6 OR 2x6-3.3" (3 5/16") DIA. HOLE. gg PLUS +�". STUD GLULAM BEND 3 w Da 2 WRENCH LAG LTSORS BY A POWER TORQUE WE TURNED BY A RENCH. SIMPSON "HSTS z m (SHANK DIAM.) I $ NOTCH - MAXIMUM DEPTH - 40x OF WIDTH: STRAP TYP. `y 3. LAG BOLTS SHALL NOT BE HAMMEREDII if j WHERE REINFORCING 2x4-1.4 (1 3/8") DEEP NOTCH. TYP BAR 15 CUT AT CHASE, ( / ) x 4. WHERE FULL THREADED BOLTS ARE INDICATED CHASE CONCRETE FOR �3z6 OR 2x6-2.Y 2 3 16" DEEP NOTCH. } Ot PROVIDE LEAD HOLE FOR DIAM."D" F INSERT A {RED O0" SPLICE PIPE AND GROUT INTO I }" MIN. BENT"lJ' R a=z (THREAD DIAM.) FOR FULL DEPTH. t BAR CENTERED ON CHASE. ',r PLACE AFTER PIPE IS SET. EQUAL �� ' _8 f)1 PORTION OF STUDS REMAINING AT NOTCHES OR NOTE: FOR LARGER OPENING DETAIL SEE 1 TS OR PIPE COL. ! i .B HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE S1. 5. PROVIDE WASHER UNDER HEAD FOR BOLT NOTE: 1. NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES,VENTS, PER PLAN HEAD IN CONTACT WITH W000. l DUCTS AND OTHER SIMILAR OPENINGS EXCEPT AS DETAILED OR SPECIFIED. STRENGTH REDUCING PROPERTIES SUCH AS KNOTS, BREAKS, SPLITS EXCESSIVE SLOPE OF GRAIN ETC. LEAD HOLE 8 ! 2. LIMITS SET BY THIS DETAIL APPLY TO ALL EXTERIOR WALLS. I-I wosoos KrIENOR NON-BEARM WALLS wowos wocu2 3 j e PIPE IN STUD WALL 11 STUD NOTCH DETAIL 12 SMALL OPENING 13 GLULAM BEAMS TO TS/PIPE COLUMN 14 LAG BOLTS 15 co z g SIMPSON"HGLST a GLULAM SADDLE NOTE: HANGER (K COL Ar GLB 2x LEDGER ! $ W/2-16 01Z"0.C. THIS DETAIL SHALL APPLYFOR ELEC I I� AND FORNANY S BUTT END OR END 6" PLLUMBINGTRICAL 8 OF SILL PLATE '�`--'I• \ll OTHER USES WHICH REQUIRE NOTCH CUT LINE NOTCHING. I }"0 6x BLKG JOIST PER SCHED. Jt,7 OLTS HANGSSIMPS N YP."/ HOLE } HANGER T HDRILL 1"0 HOLE 1" MAX. WOOD STUD W�DCBTTING NOTCH ��� BEFORE CUTTING 'o TYPICAL SILL PLATE ELEVATION tA) EAM NOTCH IN WOOD o 6" 6" SIZE SPACING MAX. SPAN OPTIONAL SPLICE '� '�- • DO NOT OVER CUT PER 22 12 SIDE L' 2x4 16" O.C. 8'-0" I - s"' ❑O • UNLESS NOTED SPECIFICALLY ON PLAN ENGINEER NS h F.S. I �� APPROVAL REQUIRED, PRIOR TO NOTCHING OF ANY OF GLB 2x6 i6" O.C. 14'-C" BORE OR NOTCH WOOD BEAMS. } 2x8 16" O.C. 19'-0" 2x NAILER, NP. PLAN VIEW B 4"MIN. WHERE n COL. Jy U.N.O. DRYPACK OCCURS CEL THICK KR wosm. I ! p DORCICPUARCSK WHERE) ° '. < ,;➢ n..'" TOP OF QONQ. NOTCH IN STUD 17 TYPICAL GLULAM NOTCH DETAIL 18 BEAM/COLUMN END COIN. 19 CEILING JOIST SCHEDULE 20 g$g yg MINIMUM SILL BOLT PROJECTION n SPLICE LINE -8$ 6-16d EACH SIDE "I L' OF SPLICE PLYWOOD a MECH. EQUIP. }" I -. SHEATHING i 9�•PLAN�. 6x10 TREATED CURB E.N. 8d 04"O.C. SILL BOLT REQUIREMENTS PER 25 CUR BEYOND F.N. ad 010"O.C. MECH'L EQUIP. AND RAIL COUNTERSINK WITH CORE BY OTHERS e OVER BOLT HEAL) -ROUGH OPENING 1. PROVIDE A MINIMUM SILL BOLT EMBEDMENT OF Y BELOW FINISH FLOOR OR2x, 3x, 4x JAMBS ALEVEL TOP OF CURB. PUN OF SILL AS SPECIFIED 2x TOP OF V 2. PROVIDE AN ADDITIONAL SILL BOLT 6 INCHES FROM EACH END OF EACH LI , CURB PIECE OF SILL PLATE. D .� DS 16" 2-2x RODEO 2}3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1/3 OF THE 6-1 EP BRI CE PLATE CONC. CURB TRIM STUD 3"MIN. MIN �� �4z6 MIN. B OCKING SHAPED 2x Otfi O.C. 2 SPLI PLA SILL PLATE WIDTH, PROVIDE ADDITIONAL SILL BOLTS 6 INCHES EACH SIDE SIDE t" e /SIMPSO HLEHANGE w/SIMPSON"HU' OF BORE OR NOTCH, q 0 DRILLED ANCHOR S_1 '�--L� (COORDINA WITH HANGERS EA. END d MECH. DET LS.) (TYP,) 4. SET ALL SILL BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. STABBING OR PUSHING OF SILL BOLTS INTO WET CONCRETE IS DAP FLUSH �� SILL PLATE 2x FILLER PLATE UCT OPN'G. I x EXPRESSLY PROHIBITED. "a "b" SILL BOLTS SEE ° HERE OCCU S }" DUCT OPN'G. I y 6 5. PROVIDE A MINIMUM SILL BOLT PROJECTION ABOVE THE CONCRETE AS SHOWN P AP 4x PER Y4 HERE CCU S E ON DETAIL C. SPLICE LINE WEB FILLER 2x4 FLAT w/ SIMPSON"Z'CLIP TYp. SEE 24 w c0 ELEVATION ELEVATION PER 9 EA. END, UN.O. ON PLANS •i o e 4x8 MIN. a SIMPSON"HU" SHAPED FOR LEVEL SURFACE !-JOIST Shee4 Nun St.s 6x10 TREATED CURB _ NOTE: THIS DETAIL REQUIRED WHEN EITHER / O a OR"b" DIMENSION IS GREATER HANGER EA. END AT PERIMETER L A THAN T. JOIST SEED s OF MECH. EQUIPMENT w/ l"0 LAG BOLTS O 18"O.C. a OPTIONAL SILL PLATE SPLICE a (COORDINATE w/ MECH. AND 6" FROM ENDS OF CURBS. 2awms S 14 i '� wosooe wDSD09 WDSM2 DETAILS.) • 1 I SILL PLATE DETAILS 1211 SILL PLATE DETAILS 22 STUD WALL OPENING AT CURB 23 MECH. EQ. SUPPORT CURB 24 MECH.-EQ. SUPPORT PLATFORM( 25 rll l\T MTC.r\C 1• .IMI -_ - n.n �„�. n.\n"\n".,r\n,,.n\nn\r• ..roan i I EDGE NAIL SHT'G. TO 2x4 FLAT BL.K'G. A HOLES FOR NOTES: I ALL MEMBERS FRM'G. W/ZEE CLIP EA. END • \'h 10 NAILS 1. FOR DOUBLE I-JOIST END DETAIL SEE e RYWOD NEB J06T$( DIl1.E EDGE OF OPN'G. (I II -— 7- JOIST JOIST TOP k BOTTOM DBL. I-JOIST q SUPPORT SEE PLAN ® 2 SIMPSON'W THANGEROOR EQUAL USE MANUFACTURER WEB 1 TYPE DEPTH HORD SI E .i -- - ss o 0 1" NET WEB STIFFEN R 551 PER PLAN PLYWOOD wV STANDARD 2x4 MSR DOUGLAS FIR EE STRUCTURES F =2700 PSI > � - s c- � EDGE NAIL .r � OF WEB. Bd0 � I g f ALL AROUND 2 MIN. RT. (NAILS FROM PROVIDE II I1 SIMPSON"HUTF' • � EITHERDE COUNTING.) Y FILLER BLOCK x MIN. JOIST HANGER 12 GA 4 EA END, TYP. EA. END n ri 4 'LEA 2x4 FLAT FOUR SIDES TYP ppp�p a 1!R� S 1-JOIST W/ ZEE CLIPS EA. END 1-JOIST _ y, 3� y g f TYP. ITS METAL CROSS 2x4 L" a i 7`4 JOIST r� BRIDGING cz = Z PROVIDE fl rrMA - •`SIMPSON"IT HANGER X SEE =xo BLOCKS OR EQUAL PLAN VIEW Icm cmiL p ��. �, �D � '�-"� � i 2x6 IN. SIMPSON"ST622,C ABOVE SHT'G. TYP. HIANGERS EA.N"U" JENDOIST AT CORNERS. SINGLE I-JOIST END DETAIL 2 DBL [�JOISf — =i — ISOMETRIC VIEW d j $ - - u NOTE: FOR SMALL e JOIST 16" h LARGER 7 7 21 3 W 2B SIMPSONNR HANGER OR EQUAL i. FOR SKEWED I-JOIST HANGER SEE e 10 € - NOTE FOR LARGER OPENING DETAIL. SEE STIRRUP FLANGE STIRRUP TYPICAL HANGER NOTES: D OPNG'S. SEE C B 0 0 258 2. FOR TYPICAL CONN. TO STEEL BEAM .4 0 -A DETAIL 2 WHERE SLOPING JOISTS OCCURS, SEE 15 Z o PROVIDE SLOPING SEAT HANGER. 9 e TYPICAL SSI ICBO#PCF4325 $ 3 .1 wouos Wouos Wou13 wou11 wow' _Z ; I ROOF OPENING 1 SMALL OPENING 2 SKEWED I—JOIST HANGER 3 I—JOIST HANGER do STIFFENER 4 TYPICAL I—JOIST SCHEDULE 5 m o I A 2-2x6x6" MIN. BOLT WITH 2 WASHERS PLYWOO LONG 2-16d EA. SIDE BLOCKING rk. PLYWOOD WEB JOIST k INCH TIGHT SHEATHING SIMPSON "ST.9" OF PANEL WEB 20 im 2. STUDS 016"0.C. O EACH RAFTER TYP. PLYWOOD JOINT 21" WIDE WEB _ I EDGE NAIL (WHERE OCCURS) FILLER BTWN. WEBS PLYWOOD METAL PIECES NOT L71ax1 EDGE NAIL WITH 10d NAILS AT TO TOUCH. j FEE JPZLYWOODWE 3x BLKG. W/SIMSON WEB FILLER FIELD NAIL N SO.C. EACH WAY TYP. THRU EA. WEB B MASON �J157, N1 A35 EA. END (TYP) PER g PLYWOOD GLUE BOTH SURFACECLIP ANGLE OR i - OF GROOVE FULL I-JOISTEQUAL) L3x3x} W/2-l"0 BOLTS LENGTH, TYP: _ WEB FILLER z8"EA. LEG O EACH STUD TWO ROWS OFTJI-JOIST 4-8d NAILS WIDE AT 4'-0"O.C. -- STL. SM. SEEHANGER ROD-THREADED _ PLAN VIEW AT TJI BLOCKING PANEL EACH SIDE AND AT HANGER LOCATION PLAN WHERET EACH END. PROVIDE DBL. NOIST "� OCCURS, TYP.AND LOCK WASHER AT ANGLE C . BLOCKING _ MAX. 2 HANGERS PER JOIST 3x BLKG. PANEL BLOCKING I - JOIST PANEL TYP. P MAX. = 120 LBS. CROSS BRIDGING PER 10 d i CLR. N PROVIDE SIMPSON"ITT• I-JOIST 3-8 TYP. �01 MODULE 2-10d NAILS W EA. END, PP. 20 GA. NAILABIE F'= PLYWOOD WEB FULL BEARING (TYP.) EDGE NAIL JOIST HANGERS AT ADDED I-JOIST WEB STIFFENER METAL CROSS JOIST (TYP.) 2-16d NAILS (TYP-) - LEDGER SPLICE - WITH 10 4•wLS AT BRIDGING, TYP: j 4x LEDGER CONT. 3� 3" O.C. TYP THRU WEB _ 2x4 CENTER OPTION TO V ON 2x BELOW 2-4"0 BOLTS WHH NOTES: NAILER TYP. 1"0 WASHERS- Q WEB STIFF. 1. PROVIDE BRIDGING O INTERVALS NOT EXCEEDING 6'-0"O.C. � CINCH TIGHT (TYP.} co PLYWOOD SHEATHING 2. PROVIDE ONE LINE OF BRIDGING NOT FARTHER THAN 4" SIMPSON "A35"ANCHOR DOUBLE JOIST DOUBLE JOIST H 2x4 OR 2x6x24" G WHERE OCCURS FROM EACH END OF EACH JOIST. SEE a L1�}x1jx;xO'-1J" MIN. WITH 2-10�NAILs SEE PLAN SECTION PLAN VIEW AT TM-JOIST MIN. END DETAIL a (FEE do MASON )157, #1 + P MAX. 120 LBS. BLOCKING PANEL .. CLIP ANGLE OR EQUAL) _0d wou14 woulo - wowu. MECH. EQUIPMENT _ANGER 6 LEDGER DETAIL—JOIST PERPENDICULAR 7 I—JOIST BLOCKING PANEL 8 TYP. DBL. I—JOIST DETAIL 9 METAL CROSS BRIDGING 10 Lu H H = Bus s:'r ! a (I COL ' .� PLYWOOD j�" "l!' SHAPED R co t i* t ti+ SHEATHING PLYWOOD PLYWOOD SHEATHING Q t • SHEATHING _ TYP. = t =- ;� �1 PLYWOOD WEB C P TOP OF COL. H 1-JOIST WHERE OCCURS. D R 2 "BO S 0 4'0 2x FULL WIDTH OF BEAM THRU BOLTS O 4'-O.O.C. R tj"THK.x2j"WIDE FLANGE W/g 0 CARRIAGE 2x STRIPPING BOLTS O 187O.C. STAGGERED. I-JOIST 0 2z 024"Q.C. WEB FILLER WITH . I :.: u u ggg MACHINE 2_"tL-0 TS COL BOLT GYPSUM BOARD SIDES TYP, VBOTH SIMPSON "HU' THRU " FLATTENED HEAD SHEET METAL HANGER, TYP. BOLTS € WITH J"0 HOLE STRAP JOIST ♦" 3" p P MAX. = 60 LBS. I-JOIST 8 I WEB FILLER BOTH SIDES q UOPTION SE EQUIVALENT WEB FILLER (N.S./F.S. I I OF WEB W/8d 03"O.C. ' W/2 ROWS OF 8d NAILS I i STANDARD EYE SCREW. O 3"O.C. STAGGERED BOTH SEE 25 FOR ALTERNATE SIDES COUNTING. .E' wouoe s-scs's-u.owc rrome wowz ,_ $ I ',,. MECH. DUCT HANGER 1 1 DETAIL 13 I—JOIST AT PERIMETER COLUMN 14 I—JOIST TO STEEL BEAM 15 I= NOTE: MARK LOCATION OF ALL I JOISTS ACCURATELY � Iz BY STRIKING LINES IN THE GYP. BOARD SURFACE 1}" PENETRATION - g 8 AS THE INSTALLATION WORK PROGRESSES. I JOIST a o CHORD o_ T I JOIST it z - 2xNAILER AT ROOF AND - 2 ROWS OF 010 'I- .� 2x STRIPPING TYP. STRIPPING G a 3XNAILER AT FLOOR xFULL W F.H. WOOD SCREWS 011I-C. WHERE O ¢ WIDTH OF BEAM FLANGE, W/ TTT"""' O 10'O.C. STAGG. OCCURS z v' 2 ROWS OF J"0 TYP. (EA. ROW O w CARRIAGE BOLTS, SEE 2 1If D.C.) 21• 2}• WEB FILLER BLK. EA. SIDE d TYP.Op GYP. BOARD "' a PLAN VIEW. 2 ROWS IN. OF WEB W/4-8 d THRU SHANKINTYP. #10 (0.190"0) 1• T. > 24' TYP. STAGGERED SHAPED NAILER SHAPED NAILER SHAPED NAILER ¢ EA. BLK. STANDARD JOIST THREADED SCREW © T8 1}MIN. SLOPE VARY DEPTH OF HANGER, TYP. SPLAY WIRE CENTERED ON * NALER WHERE COUNTERSINK TO 'I ' 2x BLK. TYP. PMAX. SOM PMAX.=100/ STRIPPING WIRE 1 REQUIRED. MATCH OBTAIN 1�"MIN. a= 38Y HOLE ROOF SLOPE. _ _ PENETRATION INTO f' SLOPED AND/OR Ii WITH GYP BOARD A ,—�--—- -—- LOWER NAILER. JY d SKEWED JOIST HANGER 5-16 C STL. SM. STL. SM. WHERE OCCURS,TYP. STL. SM. _ STL. BM. _ F _ I T TYP. =XI 7:��10(0.190"0) HANGER PERe e • 24" TYP. 3 I THD'D SCREW OCCURS2xNAJLE WHERE © OCCURS TS40 a+' 1�� 2x BLK. 13TWN. �1 < 1}" MAX. STUD BOLTS 018O.C. 1 2x4 HANGERS 1 I JOIST i TYP. SEE ARCH. WHERE TYP. 4 TIGHT OCCURS. 2x4 BRACE 2x4 HANGER AT TYP.CROSS PMAX.=50/ 0 DRILLED TURNS FLAT A CARRIAGE BOLT LAYOUT AT SLOPED FRAMING l B ) AT HIP RIDGE FRAYING OC AT VALLEY FRAMING (D ) a AT 4'-0"O.C. ```. ¢ 4'-0"O.C. AND HOLE / TYP. SEE • ` ' 2z4 CRIPPLES BRIDGING NOTES BELOW.�• u / AT 16"O.C. TYP. PARALLEL SLAY IIAt10ER s STRONG BACK O r�SIMPSON"H2.5ANCHOR D WHERE OCCURS WITHOUT GYP BOARD B 2. SIMPSON A347 i S ' HANGER TYP. 2x4 1z FRAMING ANCHOR a3 I—JOIST PARTITION SUPPORT 17 STEEL BEAM NAILER 20 NOTES: CONSTRUCTION IS SIMILAR WHERE RAFTERS ARE SKEWED TO WALL. y, • WHERE FINISH SOFFIT DOES NOT OCCUR, DELETE 2x4 CRIPPLES. 20 FOR NAILER 3 PROVIDE 2x4 STRONG BACK WHERE BRACE LENGTH EXCEEDS 8'-0" INFO. TYP. a EDGE NAIL a PARALLEL TO RAFTERS PERPENDICULAR TO RARS WHEN 2'D">"H" TYP. 15 z ALTERNATE ANGLE LOCATION TYP, FTE 3"O.C. TYP. �I f 2X BRACE STEEL BEAM ' STRON SIMPSOMH2.5" BACK EACH SIDE OF STUD REMAINING CONST. 0 d (' SAME AS ABOVE 5 34 16 2z6 RANGE �1 M CLR. AX. I-JOISTIMA 6"O.C. AT 16"O.C. w TYP. SECTION-A AT STEEL BEAM PROVIDE FULL HT. ,Y ANGLE OCATION IS USED. STIFF.���R WHEN ALTERNATE L2412k# j o Q' SEE TYP. O 4'-�O^"o C. TYP. U.N.O. u E !E 1 STL. BM. TYP jRxy� v { 2 e o WOLuoe S-1. 5 I� SOFFIT HANGERS 21 I—JOIST TO STEEL BEAM 25 I .Y I NOTES: • PROVIDE CONNECTION R OF THICKNESS \�\` • EQUAL TO OR GREATER THAN BEAM WEB TS 3 THICKNESS. }" THICK MINIMUM. rL OPENING �Z OPENING •PROVIDE R THICKNESS IN INCREMENTS L/4 IN. L/4 MIN. NOTE: SIM. CONN. DETAIL O TOP OF COLUMN. 1 " 4 -i 4 1"THK. R � 11 q-IBM. OR GIRDER OF �^ / / 1"x6" Pl'S. EA. L 3 MAX. L 3 MAX. 7 SIDE OF BM. WEB NOTE: ; •SKEWED CONNECTION SEE SI RECT. . W SUPPORT Ok SEE 10 FOR _1 SEE SCHEDULE - ;( STIFF. R. EACH z TS OR PIPE - '*" TWO Y0A _ BEAM SIZE N SIZE BOLE OF T AIDE, TYP. UNLESS _ }"CLR TYP o W COLUMN ADDITIONALNOTED OTHERWISE. } BEAM 1 MIN. TYP. INFORMATION u GAGE I COL TO NOT NOTED 3-TYpFw W8, W10, 2- 0 A 325 SC WHERE BM N >i _ _ BASE PL 0 �" 1 OCCURS 1 R TYIP I I PLAN DETAIL e Z1�CEPT m W12 3-j"0 A 325 SC } o - ---- e '.. 1 f. w S FREE `a- 1�- 4"0 A 325-F OW14z W14, W16 4-T"0 A 325 SC } CORNERS, TYP. O BOLTS (4 TOTAL) h Z CONN. R. WIG, W21 5- "0 A 325 SC } - "Cr MAX. ROUND HOLES J%4" J" PL m SEE NOTES WHERE BM. OCCURS 1/3 BM. DEPTH REINF. PL. TS OR PIPE TYP. w W24 6-�"0 A 325 SC } PROVIDE CONN. R. OR SMALLER COLUMN 3/1 2 < g STEEL FOR N0. & SIZE OF - ---- 0 2, 50j GIRDER W27 7- "0 A 325 SC NOTES: NO REINF. REOD. PLAN 7 i BOLTS & R. THICKNESS F REFER TO • HOLES SHALL BE LOCATED AWAY FROM CROSS BEAM REACTIONS FULL HT. �" STL BEAM 0 W30 8-j"0 A 325 SC e A DISTAIANINE EQUAL TO THE HORIZONTAL DIMENSION OF THE HOLE STIFF. PL. EACH WHERE OCCURS - C W33 9-J"0 A 325 SC j • HOLES LOCATIONS SHALL BE SUBMITTED FOR APPROVAL TO THE SIDE STL. BEAM 9 m B ! Z o W36 10- "0 A 325 SC j'� STRUCTURAL ENGINEER. y F Y • FOR CHANNEL FRAMING INTO W BEAM, USE TABLE ABOVE FOR SIMILAR DEPTH. �Tr.4"xj"I? 7 sreuoa ... s CM 2 H # BEAM/GIRDER CONNECTION 1 TYP. STIFFENER PLATE 2 BEAM PENETRATION DETAIL 3 TS/PIPE COLUMN TO BEAM 4 TS COL. BASE R AT SHEAR WALL 5 m u R OF BM. (Y OFFSET------ TOP & GOT. R'S. SEEM I FROM W.P. IS ALLOWED \/ WHEN COL. FLANGE PER 18 SIM. INTERRUPTS CONK T.) COPED FLANGE OF WT rF.TSEs L m AS REQ'D.WHERE SKEWED 9. ((;1 COL./BM. rk. SYMM. Y OPTIONAL CONNECTION FOR L \ U W14x22 & SMALLER BEAMS CONN.R OCCURS TYP. 4 - - _----- -_ w O BACKING BAR SEE 9 TYP. NOTE. }" 1 1"THK. R rk BM ;o FOUR SIDES. aF PLAN-SECTION n s CONN. PL _ Z R THICKNESS & - SEE AT TYPICAL , n11LI.E BOLTS PE 1 STL. BM. FOR W14z22 & WALL CONDITIONC.PBM. TYPSMALLER BEAMS FORC OTHERS ONLY, TYP. INFO. END OF WALL TYP.CONN. R PLACEMENT Ts coL. CONDITION o--�/q�) o l l 10 �J +I--I per' _ HEN a>45- TYP. O WEB & FLANGE v- o U o I I o V ° 1 - OVERSIZE HOLE WEB OR OR WHEN CANNOT WELD ON BOTH - FLANGE SIDES (BACK UP R'S. NOT REQ'D.) —R BM' o o - o TYF Lu 1\ R TS COLUMN Wf5x15 C P a WHEN o�45' SLOT CUT COL. BM. NOT SHOW B SIM. BM J 1 TYP. 1 TYP FOR SAKE OF RUN CONN. R FOR TS COLUMN T.p FORU CONN. It CROSS BEAMS (, NOTE: R - 4 CLARITY. DEEPEST BEAM •SEE SCHEDULE ON THRU COL. (ENLARGE CONN. 3y • e - 18 PEReB TYP. ---- --- - Q g R DEPTH AS REO'D. FOR '. FOR CONNECTION PLATE SIZE & _ CROSS BM. CONN. R) TIP-. _ 1EmT:�READED 0 A36 3"x3"z�"R H OTHER WELD REQUIREMENTS. � � ROD, TYP. y PLAN-SECTION l A 1 BM. CONN. ON ADJACENT (� BM. CONK. ON ADJACENT © NOTE: THIS DETAIL SHALL NOT BE USED AT BRACED a"x8 x}"R -a FACES OF COLUMN. FACES OF COLUMN. —FRAME COLUMNS, AND BEAM sizes LARGER _ •UNLESS OTHERWISE DETAILED USE THIS DETAIL - - - THAN W14x22. AT SKEWED CONNECTION TYP. SLCL3M STCL24A ' • •f TYP. SKEWED CONNECTION PLATE 7 BEAM/COLUMN CONNECTION 8 TS COLUMN TO BEAM 9 TS COL. BASE ItAT END OF SHEAR WALL 10 W H ` ==s NOTE: COORDINATE LOCATION OF r. ' Y • =0� SCHEDULE "Er HOLDOWN ANCHOR WITH :E to S GENERAL CONTRACTOR. SIMPSON HOLDOWN NON-RIGID BEAM SHEAR CONNECTION TO COLUMN PLYWOOD B ANCHOR- SEE PLAN Q S •* 5 - SHEATHING SHEAR PL. TO COLUMN BEAM SIZE MIN. PL A325 SC BOLTS FILLET• THREADED EDGE OPENING NAIL e w TFKMM ND ANCHOR I W12 SIZE WELD MIN ROD- SIZE I Bd012"O.C. E TO MATCH W143 W16 4 a"0 1" HD MODEL a = POST- SEE Wl8,W21<W2l X62 5 7'0 }" PROVIDE 1" WELD WASHER z: 0 E.N. 1' 14 PLAN - - " $ (ROLLED OR GAS CUT) 6"f WASHER x1 W24 6 '"0 }" 4"x4" SILL PLATE 0 FLOOR WASHER LINE WHERE 2x W27 1" 7 "0g" WF COL. TRIMMER DOES -- _. _ NOT OCCUR, W21z68-W21001 5 1"0 j�" FIN. FLR. LINE DAP BOLT HEAD W33 1• 8 = STEEL 3 4FILLET WELDS NOTED ARE FOR DESIGN LOADS. FOR WELDS TO HEAVIER — - BEAM ,- 6 SECTIONS USE PREHEAT OR INCREASE WELD SIZE PER AISC SPECS. i -f3 STEEL BEAM NOTES: ,o >G 1.EXTEND COLUMN TO TOP OF DECK AT TOP FLOOR. I SECTION B DETAIL A 2.SHORT SLOTTED HOLES MAY BE USED EXCEPT AT CONNECTIONS TO I I J, 'TOP OF FOOTING DESTAL .r PERIMETER AND RIGID FRAME COLUMNS. wosoo4 3.SEE e FOR SKEWED CONNECTION PL. DETAIL. o= t. HOLDOWN DETAIL 15 i= 1" 1 MIN. o MILL OR SAW x o TYP. B A z z CUT COL. w ,'i g 8 = 6" MIN w rL TS rL TS CL Ts ! a SEE SCHED."B' " PL. TYP. rn t - FOR BOLTS a J d PROTECTIVE rn CONC. COVER 9" 1' 0" Q ° & PLATE w m TYP. }" i4 3• iq 1 4 " 14 41' o B L4x3xj x 0-8" LLH y m 11 1 1- W/2 T'0 A325SC I I w w .h 2" BEARING PLATE: 8 R 2 COVER BOLTS. TYP. TOP & GOT. 0 I 10 w o^-I $� a 8"x2"x BASE PLATE WIDTH. e -, 1 i-12 PER SIM OF M. p I } rn w ur n o 1 a }"CLR. s SEE SCHED."Ere - T T FIELD WELD I NOTES: END OF WALL TYPICAL _ ° � 0 (E) COL ,° TOP OF 1. BASE PLATE SHALL BE ASTM A-36 CONDITION CONDITION 51 $ 1" I • COLUMN 1 0 O, "B. SHALL BE BOLT DIAMETER + II CONDITION e d = BENT R 04'-O"O.C. EE SCHED. 2. HOLES IN BASE PLATE s B EA. SIDE WITH 1 VERT. IO O OMIT R WHEN 1" rk TS CORNER 8 SLOTTED HOLES io 0 "a"1'D"/3 1• C 3. HOLES IN BARING PLATE AND WELD WASHERS .e �o o1 (N) OR (E) COL. 1" a - 4 1" p ip (N) OR (E) COL. SHALL BE BOLT DIAMETER + j�" 1p 1y NOTES: 2x O16"O.C. _ TYP. • ALL BASE R's. SHALL BE }" THICK. E TYP. TYP O � p w C O PLAN 1 INTERIOR COLUMN A CONDITION e3 s Cue I NON—LOAD BEARING PARTITION 16 NON—RIGID COLUMN CONNECTION 18 31' SEE FRAME PLATE ELEVATIONS TS COLUMN BASE PLATES 20 3/8 IS GROJT HOLE a SEE qO FOR I / + + � U.N.O. I WELD CONN. / ¢I I ( SEE O v (Z TS OR PIPE . a 77 FOR CONN. -----� + + MOMENT FRAME BASE PLATE SCHEDULE Td Li7� 11p 115 GROUT HOLE xBATx WITH I I NOTE: BASE PL. MAY 1}" MIN. ----- A36 LESS 1" BE ASTM NOTE: E .COL SIZE NO. OF BOLTS BOLT DIAMETER EMBEDMENT BASE It SIZE PLAN �€ TUBE"1C' I - ---- '----- I -''- PLAN EACH SIDE A449 BOLTS "BztxL" BE ASTM A36ww I a W24x 3 3C 20'z1"x3'-0" C ° \\ ------ ------ NOTES: o FIN. FLR. LINE O FIN. FLR. LINE ` � o — TUBE"Y \I C.P. M • SHOP OR FIELD WELD CONNECTIONS -- -¢r W14x o z 3 1' 24" 20"z1"x1'-8" i 5 CUT GOT. OF TUBE EA, ==! AT CONTRACTOR'S OPTION, UNLESS O o a FOR ERECTION. NOTED. O REPLACE PIECE 6 1 • CONNECTIONS ARE TYPICAL UNLESS E ✓ TUBE IS INSTALLED. I NOTED OTHERWISE ON OTHER DETAILS w = r�>---5 r-,-- AN WELD AFTER it o TE • TUBE ORIENTATION MAY VARY. 11" MIN z_ v p GROUT Zr MIN. CONCRETE N,.,, -` o TUBE/TUBE CONNECTION Q TUBE/TUBE CONNECTION 0 TUK/TUK END CONN. OPTION © BENT TUBE QO 3" MIN. CONCRETE m m COVERAGE L WHERE FINISH IS CONCEALED covERACE w w j {"0 ANC.. BOLTS ! /•;—�•� JO ANC.. BOLTS J -01 STEEL TUBE CONNECTIONS 22 (A307) TYPE A BASE PLATE 123 RIGID FRAME BASE PLATE DETAIL 124 TS COLUMN BASE PLATE 125 _ (A307) 2 Fk BM. OR GIRDER SPECIAL REQUIREMENTS FOR BRACED Au • T No. & SIZE OF BOLTS 1.ALL WELDED COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM, INCLUDING ALL T. \ PER SCHEDULE BRACES, GUSSET PLATES AND STIFFENER PLATES, SHALL COMPLY WITH THE 1997 AISC REINFORCING BAR STRUCTURAL A SMAXI SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDIMGS, SUPPLEMENT No. 1, SECTION 'I' MIN. D/3 STEEL 7.39,WHICH REQUIRES A CHARPY NOTCH TOUGHNESS OF 20 FO°7-POUNDS MINIMUM AT-217F. WELD W/ LOW HYDROGEN REINF. GUSSET R 2.WELDING PROCEDURE SPECIFICATIONS(WPS)SHALL BE SUBMITTED FOR ALL WELDS ASSOCIATED N ELECTRODES. SEE SCHED BAR -- r - WELD SIZE WED LENGTH GUSSET PLATE WELD SIZE"S" WITH THE BRACED FRAME SYSTEM. SUBMITTAL DRAWINGS FOR BRACED FRAMES SHALL WHERE FILLET SIZE > BELOW TYP. TUBE SIZE a, • r.V $ O Oi i "W'L" THICKNESS 4F GUSSET It TO BM/COL GUSSET R CLEARLY IDENTIFYING WHERE EACH WPS APPLIES. ' pr g BEAM WEB PROVIDE O O' ' m 3. J. THE SEQUENCE OF INSTALLATION AND WELDING OF THE BRACED FRAMES SHALL BE GRIND OFF DEFORMATIONS O O' ' a TS4x4 jb" IT 4 SUCH AS TO MINIMIZE RESIDUAL STRESSES.SUBMIT INSTALLATION AND WELDING SEQUENCE. FROM REINF. BAR TO YW \ / ' ' m w 1" MIN. "L" 1" MIN. ucA `--' -(C.P. O ' o TSSxS 1r 4. ALL COMPLETE PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC INSPECTION A PR VIDE FLAT CONTACT I\ \ O }" } 3-12 MINIMUM OF 48 HOURS AFTER WELDING.ALL PARTIAL PENETRATION WEDS SHALL BE TESTED SECTION PLAN OR ELEVATION -- - TS6x6 �" 10" i' �" BY MAGNETIC PARTICLE TESTING.25%OF ALL FILLET WELDS SHALL BE TESTED BY MAGNETIC PARTICLE e t TESTING. ADDITIONAL TESTS MAY BE REQUIRED BY THE ENGINEER OF RECORD. I, TYP WELDING OF REINFORCING STEEL: I� C 1"MAX. T57z7 �" 1r 1" w $ e FULL HT. STIFF. LIST OF CRITICAL ITEMS FOR THESPECIAL INSPECTOR • FIELD WELDING OF REINFORCING SHALL BE BAR "L" WED LENGTH e w CONN. R, SEE PERFORMED BY WELDERS SPECIFICALLY CERTIFIED SIZE EA. SIDE OF BAR �U Z S SCHEDULE BELOW 1.VERIFY THAT A 2t MINIMUM AND A 4t MAXIMUM (t = GUSSET PLATE THICKNESS) GUSSET FOR REINFORCING STEEL. PRIOR TO WELDING, 6 D STL. GIRDER L4x4xj�" PLATE YIELD ZONE EXISTS AT EVERY BRACE CONNECTION. THE YIELD ZONE IS THE STRIP THE"CARBON EQUIVALENT" (CE) OF STEEL SHALL N 4 3" L7 m v BM. No. O SIZE TYPE OF THICKNESS OF GUSSET PLATE AREA PERPENDICULAR TO THE BRACE AXIS, BETWEEN THE END OF THE BE DETERMINED. REINFORCING STEEL WHOSE "CE" tt SIZE OF BOLTS BOLT "• OF PLATE BRACE AND A BEAM OR COLUMN FLANGE OR STIFFENER PLATE. (SEE DET.7/S1.7) CANNOT BE IDENTIFIED OR WHOSE"CC EXCEEDS B 5 31" J W12 6-{"0 A325SC j } BM. PER PLAN 2. VERIFY THAT THE GUSSET PLATE YIELD ZONE HAS BEEN ISOLATED FROM CONRETE SLABS 0.75% SHALL NOT BE WELDED EXCEPT FOR 6 4• 2 Ir OR ELEV. AS SHOWN IN STRUCTURAL DETAILS. REINFORCING STEEL CONFORMING TO ASTM A-706, D d W16 8-1"0 A325SC j' +� I 3. VERIFY THAT THE 1 INCH MIN. OFFSET FROM THE BRACE TO THE EDGE OF GUSSET PLATE REINFORCING STEEL SHALL BE PREHEATED AS N 7 4 U ' SHOWN IN TABLE 5.2AWSD 1.4-79. IN ADDITION, STEEL s W18, W21 10-t"0 A325SC j IS MAINTAINED AND THAT THE GUSSET R EDGE SLOPES ARE THE SAME SLOPES SHOWN ON WITH"CC' BETWEEN 0.66% AND 0.75% SHALL BE �p r SHOP DRAWINGS AND THE STRUCTURAL DRAWINGS m � ONLY WHERE n W24 12-1"0 A325SC 16 4. VERIFY THAT THE GUSSET PLATE EDGE SLOPES (SHOWN AT 30 IN 7/51.7) EXIST IN THE VERIFY°ACCEPTABLE WE DIABILITYA`IFICATION TESTS 0 W27 14-1"0 A325SC j'� Z FIELD AS SHOWN IN THE STRUCTURAL DRAWINGS AND STEEL SHOP DRAWINGS. • IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO OBTAIN PRE- : Z a W30 j� - SHOP DRAWINGS FOR ALL BRACE FRAME CONNECTIONS SHALL BE DRAWN TO SCALE QUALIFICATION TO WELDS WHEN REQUIRED BY THE O.S.A.. COSTS SHALL BE q 16-1"0 A325SC PRIOR TO SUBMITTAL FOR REVIEW BY G.C. 0�" 8 Z ; e s SEISMIC DRAG CONNECTION 1 TS WELD AND GUSSET PLATE SCHEDULE 2 GUSSET PLATE DETAIL 3 BRACED FRAME NOTES 4 WELDING REINFORCING BARS 5 m OU $ .� FACE OF STL. COL., 2"3 X. BOTTOM OF STL. BM. m WHERE TS COL. B OR TOP OF EMBED R _ CONTINUES T$ COL TS COL. B�Ce T$ OR $' ADDED 2EA. TIES (PICTURE BEYOND THESE SEE TYP. 2 !s OS O.C. EA. SIDE A LINES NOT SHOWN FOR q TYP. W COL. TL OF SLEEVE. SIMPLICITY.) WELD SIZE STIFF. R ONE HALF •s, OF GUSSET R II II i PER SCHEDULE"$". * "W BEAM _ TYP. THICKNESS z WIDTH "W BEAM, SEE PLAN I I SHOP DRAWINGS FOR OF BEAM COL. WHERE OCCURS SEE PLAN ff ALL BRACE FRAME SEE 1 SIM. I 1"CLR. TYP. WHERE OCCURS GUSSET R, s CONNECTIONS SHALL BE 2 DRAWN TO SCALE SEE SCHEDULE e e _-- -= - - - - -/� - GRADE BEAM rNON- HRINK PRIOR VI SUBMITTAL ,E © ©i S m \ I T I ® I / GROUT \/ FOR REVIEW. \\\ • \\\ �� �-© ©� ® 'tE"MAX. ® ®} ® II 11 WELD PER rCLR. °el o \ ®I ® LOW HYDRO. �° bMIN. 2, TYP. N �G\/� /�/v !/lam//✓/�/ i II T.�" TIES PER . PIPE SLEEVE (8"0 MAX.) WELD SEE 2 \/ \�\ W.P. �_�_ ___ __ _ ELECTRODES ° 'a W SECTI ELEVATION SCHEIJULEe 'W' 'L' \ \ NOT SHOWN SEE BEAM BEAMA FLANGE,TYP. 9t �° Q ALTERNATIVELY ADD PORT N _4 \ 9� WHERE OCCURS, St.6 (ONE SIDE ONLY) SIM. _ CUT AND CHIP HORIZ. RE BAR 2t t4 `C BEAM&FLANGE, SEE 0 �£ ER OF TUBE IN FIELD PER �Q, 14 \\ _ 2a TYP.,GRADE BM. ,NOT e g NOTES 13 } - e SHOWN FOR 1. DO NOT CUT GRADE BEAM STIRRUPS & ADD TIES AS SHOWN. 3xGUSSET R THICKNESS YIELDING ZON ? _ TYP. TYP. CLARITY 2. SLEEVES ALLOWED ONLY AT MIDDLE ONE-THIRD OF BEAM. m - ADD STIFF. ID ONE HALF OF GUSSET R 7 �\� CROSS BEAM NOT SHOWN - H THICKNESS x WIDTH OF BEAM/COL.WHERE"1C EXCEEDS STL. TUBE BRACE j� i I _ 04, SEE g WHERE OCCURS \yam Wi EMBED. Q ' 3. FOR OTHER REINFORCEMENT, SEE RELATED DETAILS. 4.GUSSET R THICKNE TYP.ON COL.OR BEAM FACE SLOT CUT ENDS QP e TYP. F. FOR GUSSET R, TYP. 0 St.6 �pG 4. 2'-0"MIN. SPACING BETWEEN SLEEVES. - SEE NOTES ON 4 WHERE REQUIRED TMP' 0 - S-SCSt)-OB.D.0 •r VERTICAL SLEEVE THRU GRADE BEAM 6 BRACE TO GUSSET DETAIL TYP. U.N.O. 7 BRACED- FRAME DETAIL AT TS COL. 8 BRACED FRAME DETAIL AT TS COL 9 EMBED PLATE DETAIL SCALE: ILO (a Lp LLJ _ FOR OTHER - H = nOA INFO. SEE 8 FIN. FLR_ 16 ORROUN 23 ► O b z _ __- a ADDED N5 30 _ /��//.\//� *GR NDD SMOOTH E --xv �a >�� p5z6'-0"LONG z n Q 2 s v 018"O.C.MAX. EA. SEE SECTION o0 \ SIDE OF SLEEVE �� \/ ' ' >, .'.\ 7 TYP. mc tr n I I I n Vl L E x i i I i x X > 1" SEE - 4" z °• • = � ` 7s BRACE AT EXTERIOR GRADE BEAM BAC UP 20 4" PER $1 - - -- _--- 7 2 GUSSET R - --- -- ROUNDED COPE TYPK BAR FOOTING WHERE •lE OCCURS PER GRIND SMOOTH < TYp. m M I - >. °/ I � 1. -__ -- --- J I\ I I I I = 4 F / GRADE• 7717777777 -- n `�/A A��V A. F__ e. 1 MAX -- ----- - - � I O 1 "R o a BEAM \\�!\\� .//�<.i. . I b •` 1 I R TYP. WIDTH ADDED $5 TIES I ° e I ?"<z<4" BOTH SIDES OF TS WELD THIS PORTION PIPE SLEEVE I " e I OF STEEL TUBE AFTER TYP AT o • M TYP '? ELEVATION y (8"0 MAX. LD.) J ELEVATION I ° - •• ' W ° ° ° I BRACE IS INSTALLED C.P.STEEL TUBE C.P. r - NOTES: L----- ' -----U 1 1 ®REQUIRED ONLY 4 2Z WHERE x>t" O 10 1. DO NOT CUT GRADE BEAM STIRRUPS & ADD TIES AS SHOWN. "z" SHALL NOT BE - - M 9 2. SLEEVES ALLOWED ONLY AT MIDDLE ONE-THIRD OF BEAM. '6 3. FOR OTHER REINFORCEMENT, SEE RELATED DETAILS. LARGER THAN 4" U AT INTERIOR 6' CR737 GRADE BEAM SECTION 12 m W SLEEVE THRU GRADE BEAM 1 1 q COL DETAIL WHERE "x">1" S ALE:. 13 PLAN-DETAIL SCALE: SCALE: Q Y TS OR W C°`. A DEDAT COL.#STY,.-0 - 1.5"=1'-0" 14 PLAN-DETAIL ,s"=,'-o- 15 Q Z a RELATED SECTIONS.EXT. WALL SEE BLOCKOUT& REINF. 24 g OVE rL COL. FL PIPE 3-N4 TIES 0 3"O.C. SEE q SIM. S-t. WF COL. Q .a s ADDED EACH SIDE 2-N5 CONT. TYP. III S-t. CONC. $LAB EXT. WALL ABOVE PER PLAN OF PIPE ON GRADE SEE RELATED DETAILS GRADE BEAM _ M4©TIES 4-�'6 VERT. t5 UPSET THREADS AFTER PAVING, >< ( 10 FOR REINF, 2-ILS �,5 CONT. 03"Q,Q, INSTALLATION WHERE x ca - E SEE ARCH. \ u� a TYP. SEE PLAN T-"-f CONT. 13 -�-- -- M5 CONT I c=i - BASE PLATE EXPOSED HOLE 3,x3"xj" R TYP. 7 'D CROU r - • 2-�d EA. SIDE OF COL. TrYPLR. 8"o.C. ADDED AT \ \` TYP ,a \ \ ° GRADE BEAM PERSEE SCHEDULE / 1 ° 11 ''° >1, p4 r O18'O.C. n \/ FOOTING WHERE 21 ' 21 _�a 1,`� 9 r 1• 1 \� OCCURS PER 5 ° d •_.i e `o 4-1"0 A449 THREADED ROD %/\ s " WELD TIES TO a n L � � TYP. U.N.O. BOTTOM It ° Ty o >s++ 8•-0" LONG �\ _ �\ GRADE BEAM t7 % F-- s -, ADDED BARS REBARS #4 O18"O.C. n°; o 3"CLR. REINF.WHERE 4'xj"x1'-0' TYP. GRADTO MATCH .y/\\%\\ e NP OCCURS ''' �/ I I li BARS BEAM /VA�jVA VA/V/ /V/V/\�V�/� i L w s 18" MIN. ADDED BE pT BAR(S) BOTTOM OF FIG �• j m N4 LO1tY O.C. I I o� I SAME SIZE SEE PLAN .- ° y. - ,.. BOT. OF FOOTING L----- •�''' "e- J AND NUMBER AS 2- 5 COITIT, EA. SIDE SEE PLAN B BOTTOM BARS FOR GRADE BM. D >48' E0. EQ. �, SPREAD FOOLING 5 8 C 43 3- 5 CONT. EA. SIDE TYP. SEE GE�RADE BM. SSHED. WHERE OCCURS S-1. p PIPE THRU GRADE BEAM 16 BRACED FRAME GRADE BEAM AT EXTERIOR 3%+`E, 17 EXTERIOR GRADE BEAM SECTION 3/4LE 1'-D 18 GRADE BEAM SECTION 12 DETAIL 5C'`E PROVIDE STYROFOO TOP AM EA. SIDE SLAB p p NOTE: PROVIDE LONGITUDINAL CE FOR REBARS AT DDL°E71/3 GRD COL & Wf EMBED t $8 rk COL. TYP. �J � SEE PLAN OF SPAN AS REQUIRED. STAGGER 1/3 WT EMBED (r°� T GRADE BM SIZE TOP BOTT. STIRRUP LAYOUT OF REBARS AT SPLICE POINT. SPLICE EDGE OF SLAB ON 6 5 S t t8 TYPE BxD REINF. REINF. (2 PIECES) REINF. PER PLAN 5'-0"MIN. U.O.N. , TYP. TYP FIN. SLAB ON GRADE LENGTH PER TYP. GRADE, SEE PLAN. C p GB-1 36"x36" 4-M7 4-#7 2-#4O4'0.C. AT 6' 15' nil St.1 ON PLAN. BEYOND EACH SIDE OF ON PLAN. IN. U.N.O. GB-2 42"x4r 5-#8 5-#8 COL. q AND AT SPLICE ON PLAN. z o } y �. U BALANCE SPACING AT 9'0.C. r\Nz 24" 3^ 3^ 9E - y H �YL} B MAX. MIN.MIN. 3x3x "T'L TYP. 2'-3"MIN. P. 6^xl"R W.P. 24B _ PLAN DETAIL A Y - TOP OF O 1y GRADE BM .Y STD. 90' BEND _ AT ENDS TYP. NOTE: SEE 23 FOR ADDITIONAL INFORMATION. U.N.O. TS COL 0 2'-3"MiN.TYP. ' TYP 2 /FACE " I e � 6 FACE M ii I it Wii2x88 BOT. OF FTG. w o SEE PLAN TREADED9 ROD Z - ---- v U FOR GRADE BEAM INFO. 18 PAD FOOTING SEE 51 .NOTE: SEE t� AT c - r�. SEE 21 24" T.-I i I.•T '�- i I„--�, 0 3" k=k .IAA 14"x4"zt"R 5'r�e+ GRADE BEAM MAX. MIN, WIT EMBED INTERSECTION DETAIL B sou S-1.7 GRADE BEAM SCHEDULE 21 SCHEMATIC GRADE BEAM ELEV. AT BRACED FRAME 23 EMBED PLAN DETAIL 24 BRACE FRAME CONN. AT TS COL. SCALE, Q 25 . f I y o I .3 T�• 2 BOLT SPG 6" j 3DIA.- rMIN. SEE SCHED."A FOR SIZE AND SIN.( 3' CUTOUT NO. OF BOLTS \/ C OF DBL. R, - �r TYP. ---- - •Y04 �'! .p e 4" • ♦ ♦ ICOPE W 0. W 8, •I Cr E E CONT. I?HOLES I• y j t4 gg PROVIDE {jA" It I W t/2 + I TYP IN l OMENT ONLY I a o ( p a 11L � w I G.P. ii P. f Q� ICOLUMN DOUBLER R MOMENT K�TYP. a TO CONT. R I VI g $ TYP. P.P. .B DOUBLER R,AT SEE SCHED."A FOR SHEAR R M 0 E0. E0. E0. t-)} COL. FLGS., TYP. PLAN SECTIONA THICKNESS & NO. AND SIZE 3 I = Z o h e OF BOLTS. I 8 € W �--�- 1}"0 HOLES J CONT. R PER OC VZ Z ; AT DOUBLER R $ TYp• TYP.THIS WELDING SHALL D DETAIL BE PROVIDED AT SHOP 2-;"0 A325 SC BOLTS, m 0 OPTIONAL B S \- S T MOMENT It ELEVATION AT ROOF OE L Z•�i DOUBLER It SEE SCHEDULE •A" •ii ELEVATION FOR THICKNESS - •"�".. GID•i� RI FRAME BEAM CONNECTION TO COLINN •li C.P. CONT. It ---- e TO COL. WEB TYP. SHEAR PL.TO COLUMN OR SO MOMENT PLATE OR SO ---l l--- CAM SIZE •9 >MIN.o65 A49OX BOLTS MIN.YIELD Y •E• BEAM t BOLTS I (} t.) FLANGE OF BEAM- • SIZE SIZE }• W36x135 5" 8 10" 1ZZ}" 14" 14 - 1 0 SHIM R.s AS REQ'D. El W18x40 4" 5 }o" }" E" 8" 8 - "0 N .GRIND WELD TIPS Yy TO REMOVE BURRS F CONT. R Fy = 50 KSI NOTE a �! P.P. CONT. ItS THICKNESS = MOMENT R TO COL. WEB 1. GRIND ALL EXPOSED EDGES OF THE COVER It THICK (I-MIN.) TO REMOVE BURRS & IRREGULAR SURFACES.1 TMp WELD DETAIL TYP. AT TOP A BOTT. CP l D ) N - 2. * Fy/Fu � 0.85 CO)DETAIL a ACCORDING O- C 3 LTS SHALL BE TORQUED ANDSLIP CRITICAL REQUIREMENT. TIGHTENED sTal. �r RIGID FRAME CONNECTION 10 H t g' f/! a op. TEST SPECIMENS: • • M•.•�+•. 5. A. Fillet weld shall be tested by magnetic particle or dye penetrant testing Hdam ► = - an the first 401 of joints. Subject to 100% acceptance on the first 40% of joints and Q •: approval by the Structural Engineer the rate of testing of the remaining joints may be reduced to 25X. -------- ------- B. All complete joint penetration groove welds shall be inspected and tested using ultrasonic testing. ! a SECTION-CNARPY lZA) SECTION-CH 28 6. Inspectors are to be certified as L.A. City Deputy Inspectors SPECIMEN IN WELD SPECIMER IN NAZ and AWS Q.C.-I certified. (A CWI-Inspector. Reference AWS D1.1-98 Section 6.). Welders sholl hove current certification & be qualified SPECIAL REOUIREYENTS AT RIGID FRAMES AND ALL MOMENT CONNECTIONS for the work they will be doing per AWS, Ch.NS, Part C. Technicians who perform - -.-- s MT & UT test shall be ANST certified. ! 1. All welding for buildings shall be In strict tonfor nonce with AWS D1.1-98. Also, j 8 comply with the City of Loa Angeles"Interdepartmental Correspondence" dated August 11, 1997 titled "Repair of crocked moment from connections in welded b 8 steel frome structures and requirements for SMRF-welded connections in new 7. After the joint is assembled, weld the top and bottom beam moment plate to the column as -€ buildings" (Re f.A) unless o more stringent provision is required below. follows: �JJ Poi 2. Welding sequence of doubler plates, continuity plates and cover plates shall be submitted >i A. (1 moment plate: 8. to the structural engineer for review and approval. The sequence of welding shall be •. Z �[ ias such to minimize residual stresses. (1) Preheat to o225*Fvisi minimum or as required by AWS D1.1-98 g and AISC provisions. For Group 4 members provide 350'F minimum preheat. py q yp., and in addition, All preheating sholl be done uniformly. Provide preheating on both sides of i= Column shall have a char minimum re uirments of 20 ft.lbs. @70'F t , 15 ft.bs. @40'F for groups 3, and 4, Impact test shall be in conformance with ASTM member where possible. Members shall always be brought to temperature slowly. !� A673 frequency H. with the following exceptions. =�Ig g a.) The Center longitudinal axis of the specimens shall De located as near 0. !a as proaticol to midway between the inner flange surface and the center of (11) length root pass shall be thoroughly slogged cleaned. the flange thickness of the intersection of the web mid-thickness. Refer to AISC LRFD specification, Section A3-Ic, Heavy Shapes (American Institute ~LL. of Steel Con a truction - 1993) (III) The end of the root of the boom moment plate shall be .� visually inspected to ensure fusion, soundness, freedom from slog b.) Tests shall be conducted by the producer on material selected from a location inclusions and excessive porosity. representing the top of each ingot or part of an ingot used to produce the product represented by these tests. For the continuous cos ling process, the sample may be taken at random (IV) Each weld layer sholl be balanced on both sides of the joint to minimize distortion. �� I 3. Prior to fabrication, the girder column flanges, and cover plates shall be tested by a ultrasonic methods far possible defects in the vicinity of girder to column connections and column splice connections. All column flange material within the (VI) Deviation from the preceding procedure may be made, providing the A girder to column joint and for o distance of not leas than 6 inches beyond the joint contractor submits in writing an alternate sequence that is approved �• shall be tested. All girder flange material within 6 Inches of the girder to column by the Structural Engineer prior to fabrication. moment connection shall be tested. Any defeats found, exceeding the limits of acceptability defined in AWS D1.1-98 Table, shall be repaired by opproved (V) Provide insulating blankets for groups 3, and 4, members to retard cooling. a ti procedures subject to review by the Structural Engineer. . 4. Complete joint penetration groove welds between the beam moment plate and column a B. A pre-construction meeting between the structural engineer, the fabricator, the flange shall be mode per the tables in Reference A in note 1 above. Use low hydrogen shielded metal arc welding (SMAW), with a maximum permitted electrode per AWS D1.1-98. erector, the contractor and the inspectors shall take place to discuss the Welding .8 Alterno tely, use flux cored arc welding (FCAW), with a maximum Procedure Specification (WPS) to insure the quality of work that the engineer of per mltted .let trod. diameter In accordance with AWS D1.1-98. record is trying to establish. The welding electrode manufacturer's specifications Complete, partial joint penetration groove welds and fillet welds shall have shall be attached to the WPS on all jobs. All welders and inspectors shall be a filler metal with o Charpy notch toughness of 20 foot pounds minimum at instructed of the WPS and sholl retain a copy. $$ -20 degrees Fahrenheit. The we ldment (in place) for the welding procedure specification The Contractor shall demonstrate. for each welder, that the full penetration shop and used, shall hove o notch toughness of 20 foot pounds minimum at 0 degrees Fahrenheit. and field welds on this project, meet the requirements of the project including weld In addition, a Charpy no thch toughness 20 foot pounds min. al 30' F minimum is required toughness criteria specified in 4 above (i.e. 20 ft.lbs. at zero degrees fahrenheit). In the heat affected zones of the parent me tol. This ahall be demonstrated by making test Each welder is required to carry out pre qualification test on samples similar to those samples (2 min.) con at of a horizontal GR50 plo te, one inch minimum in thickness, described on 4 above.e. The welder is to weld the sonples in the shop or in the field, ! connected to a vertical GR50 plate, obtained from a rolled column representative depending on where it is plonned for him to carry out his or her welding. The welds , a ore to be polished and macro etched to assure that the bead profiles are within AWS e- of one of the lorgeat column sizes specified for this Dr oject •� specifications. The welds are also to be ultas onically inspected and Charpy specimens L by a complete penetration groove weld, welded in accordance with opprovetl taken tc verify or otherwise thot the welds meet the toughness requlremen t(I.e. 20f t.lbs. •s procedures including preheat and tool down. The horizontal plot: shol] have its a at zero degrees fahrenhei t). Additional random tests may be required as directed grain parallel to the horizontal direction and the vertical plate shall hove its by the Engineer. j groin parallel to the vertical direction. Specimens shall be made, from these $° Samples, to determine the Charpy resistance In the weld, the heat affected zones (HAZ) g (see details 2A, 2B) Procedures for welding and testing of the test samples are to be 9. To assure the proper amperage and voltage of the welding process, the use of a submitted to the Structural Engineer prior to fabrication. hand held calibrated amp and volt meter shall be used. This equipment shall be used by the fabricator, erector and the inspectors. Amperage and voltage shall be measured at the arc with this equipment. Travel speed and electrode stick out shot1 W O0 be verified to be in compliance with the electrode manufacturer's recommendation. �y1 10. Rigid from girders shall be ASTM A572, with minimum Fy-50 ksi and maximum Fy=65 ksi. E 6 S 11. Rigid from. doubler plates, continuity plates and moment plates shall be A 1[ !' ASTM A572. Grade 50. w 3 ii 12. Rigid frame columns shall be ARBED WTM sections with steel conforming to * p ASTM A913 Gr ode 65. No � S-1.8 SPECIAL REQUIREMENTS AT RIGID FRAME MOMENT CONNECTIONS _ 25 inm , n..e.n. ,. Inn. � y i Ilkm FL a I c N � I K 8 h e W d � W ' J Z < w J � i z : z FOUNDATION NOTES: 1. BOTTOM OF SPREAD FOOTING (B.F.) AND GRADE BEAM SHALL BE ( -2'-6" ) BELOW FINISHED GRADE (REF. ELEVATION 0'-0") U.N.O. ON PLAN. i g. 2. A f INDICATES SPREAD FOOTING TYPE, O^1 SEE L A 51.2 r VINDICATES BOTTOM OF FOOTING AND GRADE BEAM DATUM ELEVATION L J 3. INDICATES STEP FOOTING SEE 18 1.1 51.2 TYP 4. FOR'FOOTING SCHEDULE SEE 512 U) H H H F Cri h FOR GRADE BEAM SCHEDULE SEE 21 I W D 555x5x.3125 MSS x5x. HS55x5x.5 0 SS4x4x.2 HS x5x. 0 H5S4x4x. O D `,1' S1'2 6 P _ 24 _ 'p 4 P H5S4x4x. p p+ 54.2 r H5S4x4x. n 51.2 IL TYP. / ,15� 5. CONTINUOUS FOOTING SEE(2 a (� � g - -- ---- -- -- I- r`T- - -r Z------- -- - --- -- -- 6. N P N _ t _ SLAB 0 GRADE SHALL BE LACED O4 AT LEAST YOF CLEAN - S _ L S L ti A SAND,A VAPOR MEMBRANE,AND AN ADDITIONAL Y CLEAN SAND. L J CONTROL L J k+a+ k+a+ 25 h - CONSTR. ITS. I y g e I p+N+ I I SEE t4 h to 7. INDICATES EXTENT OF SLAB DEPRESSION, SEE 16 E!) LJ s,. s,., F e J h J I e �'. a �` I at I a+ry at I 11 I Z S - ha} 2'-0' p+ hat B. }�1x,r�,;y:, INDICATES CONC. CURB, SEE St t Lu St.7 I I y --- --- I DENOTES EXTENT OF y 25 I I p+!6 i r I 9 SMEAR WALL. i • ` « 0 I I + h I I N 54' 1 1 E F atp+hryh F a+ ^�h k+� �h A I 53.2 TYP. q INDICATES SHEAR WALL TYPE PER SCHEDULE 1.J i Q : a :j* t 23 5" I �y9 �y5 �y5 S4.1 20, r I +� 24 ---------------- E LI r h ? o o -,♦ I I E r r n +a 10. m INDICATES HOEDOWN, SEE SCHEDULE ON 51 3 FOR HOEDOWN k POST SIZE. 1� $ I I }• -� I I 6 6 20 AT SHEAR WALLS WHERE NO HOLDOWN ARE CALLED OUT ON PLANS, _ 18 I h`ih+h g j1 I I teyh StT .2 TYP. L J � St.2 TYP. USE SIMPSON"HD2A" WITH 4x6 POST 51.7 fj 1' i r I I I I I I s;2 E I I hht I I _ ii� 4- " I TYP. 11. GB-1 - INDICATES GRADE BEAM, SEE SL7 L I 1 I I I I I I +yh g l tih p p ++ 2' I 12/.t\/ /y INDICATES BRACED FRAME, SEE ELEVATIONS OR \ AND DETAILS ON SHEET 51.7 ! Q- -_-I__ 2 g 2 1. TYP. p ti 5 0 5 , F ,bi el rL - �J h -11J LJII - - - AL _ - o 1 ~ , 2 20_IA Y / +h+' s1.2 ryh� I ,SS4x4x.25 F N I I I 1 Q :2 r--� }h+• Q Z u a I 14 I S54x4x.2 30 TYP. O 1.11- ! - �L1 s,.2 A L _ x TYP. I 2'-0"TYP. HSSS x.250 I I HSSSx5x.3 U.N.O. 0 H554x4x.2 J 5S4 t4,25 20 2 g 51.2 1.2 23' I2,_0. g H I $ CONCRETE SLAB ON-GRADE I ' A+ryh I I AT SLAB rL, TYP. EA. WAY h o } k I HSS5x5 �y�ht 5hht IF 5fT fT J 51.2 TYP. 4a+ S1.7 2_66E N1 E I 7 I •S7. TYP. 66 - - I -4_ �� 5 r KEY PLAN -- ------------ -------- --- I - ----------------Z------ ----m--- 5 2 -- --------- - --------- ---- - ----- --------------- ------ - I 2 241 12 2Y+7� �I I �21+7 15 TYP 8 GB 24 12 +10a 19 L6 e 5,.7 L F 12 p F J Oy -1. INT RSECTION 53.1 51.7 TIP. k 51. EtPAR B2 AFtT Z O W. Q -1.7 TYP. 7Y O U a.c 1 - - - - - - - - - - - 1 � G 14+90 G O� o i cW� ; GB-2 Z�� d1LDIN6 J"' 5 I H G F.3 F E D.5 D C B A i Q W Q� �� as x< o IL J x C 'O o heck No --1 SHOWROOM FIRST FLOOR & FOUNDATION PLAN , S 2.1 i ---------J i o � g a Y�Yod I >S � Ws � Z a W n Ji 7 i J p ui 1 I I I I I D 16" SST 42 O 16' O.C. W24x55 I °z 9 - - - - - - - - I - - - - - - - • r x Z ul Z ; eFLOOR FRAMING NOTES: 0 25 I W74x22 3 ; I i. FOR TOP OF SHEATHING ELEVATIONS, SEE ARCH. DRAWINGS. m 2 SSI 424 O 1 .C. 4 . 3 C722 0 1 O.C. 4 i NI 2. FOR TYPICAL FLOOR SHEATHING, SEE St.4 DBL 26'SSI 424 23 ei v1 3. SEE 51.5 FOR SSI-JOISTS. g 15 j 8 I i 3 DBL 2 SSI 424 3 4 3 St.S ; ; 4. FOR TYPICAL WOOD CONSTRUCTION DETAILS SEE S1.3 k S1.4 It 25 1 j g 54.1 3 23 DBL 26' SSI 424 1 51.a S4.1 WS 1 4 4 1_ W 4x55 _ � INDICATE g / \ - aCOLUMN 6. ♦( - INDICATES 2 ROWS OF EDGE NAILING IN ROOF PLYWOOD BBL 26'SSI 424 22 II '-' 51.5 P. -- _ S4. II O MN I SHEATHING FOR FULL LENGTH OF BUILDING (TYPJ ., s115s ; `� II t Lu W i TYP II 26'SSI 24 3 I C 7. AQ INDICATES SHEAR WALL TYPE PER SCHEDULE S13 I I x I III 721 8. m - INDICATES HOLDOWN, SEE SCHEDULE ONSa FOR HOEDOWN k POST SIZE.SSI 424 O 16'O.C. H 1 424 v/ 14 r W1 22 014x22 AT SHEAR WALLS WHERE NO HOEDOWN ARE CALLED OUT ON PLANS, 3 x I USE SIMPSON"HD2A WITH 4.6 POST Q 3 =41 x - - a 2 SS 4 - DENOTES EXTENT OF ' O 16:.Q.C. SHEAR WALL. WTE 14x22 3 9. 1B c+ W16x26 1J 1d 7 A INDICATES SHEAR WALL TYPE PER SCHEDULE e W r:w 52 51.6 I - 4W 7 - -18" SSI 435R x 1 x31 U= T - y SOJR or 4 O i O.0 3 "' 3 18"SSI 435R 1OPEN 1G' O.C � ' 10. '� INDICATES BRACED FRAME, SEE ELEVATIONS 3E 2 2 u..l I i 4 18'SSI 435R 25 �K OR `� AND DETAILS ON SHEET S1.7 N 1 18" SSI 435 , 6" ST P.0 t3fffygwsT35 T' 4 t I 1 s 6 g 11. FOR ALL HEADER SIZES, SEE 3 U.NO. ON PLANS f E 4. F a�i 23 E 25 I sts � 6,_- HSS 5x5x}(A) 55. O.H.53.2 3� 5.13 12. STEEL COLUMN LEGyE`ND: y` TYP. 1 SSI 435R I I I 13 II 55.1 _ 21 13 I A �--■-S OR OR O-j THROUGH COLUMN ++ ci 51.5 U ci '*" S5.1 I 54.1 57.5 231 V .l. J. .1. ci I TYIb. II nP. TYP. m ci ci r+ I Li OR j OR S--O---S COLUMN ABOVE Bo O C c� b b tl N 5--a-i OR f-- =S OR 5 COLUMN BELOW I W 11 r b n Y .N OPEN 24 I 1 r b; ; I { O 0 cNi x S4,1 1, a5 °D io OR 5--:�- j OR 5 STACKED COLUMN Z E n i O e I x lN � `O°x nil ®i I I lJidl ,' 6 __-- ---�S. - -.,� .x CONNECTION - a - a - t5 - N ~ 13. H FOR DETAILSS SEETO COLUMN RIGID MOMENT CO 0 + -/ LU IF y �� L N i- - 10 (� s to 6 rn TYP. 0 10 TYP. 3 51.6 1 0 .f I 51.6 b TYP. 'b 'b to b; N ' NO 5 5 N .-; 6 LL TYP. 1b I I I 14. INDICATES SECOND FLOOR AREA I W W12x16 �____- -_ _- - - - j FA LL U F r TYP S5.1 S.1TYP _ X I W12x16 I N 1• TYP. U' I l 3 _------ 1 1 S1.4 j W36ki C=1 W36x135 C=1 ( \ I t � 2 - - - - 1- 2 i Z I p I e l I ;1 - - - - _ _ i a I H I F E B g SHOWROOM SECOND FLOOR & LOW ROOF FRAMING PLAN KEY PLAN I I d L 2SIN 2 PAA e A 10� U i 5 Z K euLVIN6 I Q J O <Lucc 5a� Efi QQ a J x_j a $p L4 ..,heet. No. _ S � ► it i d Te 24 I FS 54.3 g I w,eQO w7rx" M@71Ip4 tt g W i— � Z h � ; Y wleas W,VAE w,4x22 u W1mQ8 W1B#8 W,61QA W14122 ; Z o _ b b b S7.6 51.4 b b Dg 41 U k W1Po28 W181Q6 W. W/11Q2 y io 51.4 TYP 'g W1dQ6 W1mQ8 W1e28 W14)= .a d. III W18.28 W1d28 W711Q2 j 1 24 TYP. 5,.6 54.2 TYP. W161Q6 W1Po126 W,81d6 W141QY I H au 25 ® 8 II ® S N TYP. 57.6 m II 5 TYP. � N 22 I -A co qq m S'1a5 S4.2 I 13 1J 6 20 II 1. TYP 1.5 sa.t _—_ ' LU 20 a ti a 18 24 0. ti z8 02•0 C. ti r5 q _ / 750 < ss.z s1.6 0 2J o 0 o co) m b b m s — — — _ m — it — — g — 7 25 OK TYP. MECH a p i ryP, d5 51.5 nP. • !d s1.4 EQUIP. II 4 I b �° >o oc s It b 15 L 22 15 , i 5,.5 TYP. I 54.2 51.5 m ' 25 I o S5. TYP. CC1, 675 i 3 20 I I - 1176 v , 2 O.H. I� _r_, r- 71 �! E 2000 g 258 a9 024"0C. r st.fi TYP. ss.z 4 2J � /I 11 O.H.55.2 �j S : 18•881436R W I I, ; N ; o Z l a li I i ��yy WALL BELOW c+ 19 x x I Q l 3 324 R a 0C _3 - I I r SIM. 2O � 'VY W14x22 W141M W,47= _ Z t IIll IIII f rnj IILL��II� � $ i � I �J ROOF FRAMING NOTES: 1. FOR TOP SHEATHING ELEVATIONS, SEE ARCH. DRAWINGS. 5. (A) INDICATES FRAMING MEMBERS ABOVE OR AT HIGHEST I FRAMING LEVEL. IR �I�I�Iffflll��' 2. FOR ROOF SHEATHING, SEE (B) INDICATES FRAMING MEMBERS BELOW OR AT LOWEST 514 I s — w — LEVEL. 3. FOR TYP. WOOD CONSTRUCTIONS DETAILS SEE S1.3 & S1.4 6. 4-C - INDICATES 2 ROWS OF EDGE NAIILING IN ROOF PLYWOOD W I SHEATHING FOR FULL LENGTH OF BUILDING (TYP.) _ II �I I it 7. INDICATES BRACED FRAME, SEE ELEVATIONS I I I: II II I OR h AND DETAILS ON SHEET 51.7 Jul KEY PLAN a • � W,8x4o � ;— - .h BULDIN6 2 BULDIN6 2 i W J PART B PART A O M SHOWROOM ROOF FRAMING PLAN € ,�.,� ////� W 2 ig 0 K eM.DINb I I '^J O -gigZ\\\1 VQ'W Q Q W E 6 as 0 dJ XJ $g@@ c tfg�B Sf,& No. S-2.3 ' i g y I w , I I I N R H G.5 G F E.5 E D C B q e w j Z ! I < n j 1 I N IB-#6 T1P. Z 8-#6 VERT.vt 8-N6 VERT. 8-k6 VERT. VERT. g'CMU $EE 3 TYP. 0 Z 0 3 $ - - - ------------ ------- -- ---------- ---------- - -------- -- -- WALL------ ----55.2--- ------------ 0 --_ ---- ---------- - --- 1wrC I L_J (FUME HT. I 8'CMU I (FULL HT..18 is 5i.2 1. 5'-0' I O I I I -#6 VERT.6-#6 VERT. i I I I I I i ttna tgT6 tors I _ I _ _ 4.a Ll I 3 W I I I F- c L J c L c I a � II LI c E I I � N N CONTROL ON I Q JOINTS, S ,4 I I 8' CMU WALL 1g .1 8" CMU L 9"CMU PER PER � I � te76 � � S1 .ttrm ' 71875 Szst67s ttna � I oil- cc !z so 2•-0'• TYP. J U.N.O. 3 co I -1-z � � e • � I ` o � B J II J ! � " • �� c c 0 I I c c o 2., o I I c c a _ �� I 54.4 I COLUMN - - LI WITH N5 ® 18b.C. EA. E I l 1. TYP. AT SLAB PL, TYP. I �I I 23 S4.4 I 16T6 1875 i , 1876 rl 7 T-7 F I r _ ( AH-T.7 z TYP. I s1.z TYP. I c Tr? c6-/6 vERr. c I6-/6c5'-0• t` �(FUu Hr ,e1.2 �°_-� r -- ----- ---- r---- ---- ---------- ---- - - ------ --� -------- ----- ----J ao E ---- ----- ----- ---- --- - - -- _----- ------_- ---------_ 1-=--------- -------- ------ ----- 1G i �1.. o I 12'CM D 8-N6 VERT. D 8'CMU 8-N6 VERT. 8-N6 VERT. D 51.2 ryp, \ 8 I WALL WALL 4 8-)16 VERT. 2•_0. LEI. SEEe3 TYP. FOUNDATION NOTES: 552 10. m - INDICATES HOLDOWN, SEE SCHEDULE ON 24 FOR HOLDOWN & POST SIZE. j 1. BOTTOM OF SPREAD FOOTING (B.F.)AND GRADE BEAM SHALL BE ( -2'-6' ) 5. CONTINUOUS FOOTING SEE eAND a 5,3 .I "• BELOW FINISHED GRADE (REF. ELEVATION 0'-0') U.N.O. ON PLAN. 5,.2 5t.2 j AT SHEAR WALLS WHERE NO HOLDOWN ARE CALLED OUT ON PLANS, ' s 2. A f INDICATES SPREAD FOOTING TYPE, USE SIMPSON'HD2A' WITH 4.6 POST g 6. SLAB ON GRADE SHALL BE PLACED ON AT LEAST 2"OF CLEAN dl SEE 5 SAND, A VAPOR MEMBRANE, AND AN ADDITIONAL 2' CLEAN SAND. A 8 L �� 11. GB-1 - INDICATES GRADE BEAM, SEE 12 $ INDICATES BOTTOM OF FOOTING AND GRADE BEAM St7 }${ 7. INDICATES EXTENT OF SLAB DEPRESSION, SEE ,6 1 I I DATUM ELEVATION =0'-0" a j• '` I a+� L-J t t 12�' `�- INDICATES BRACED FRAME, SEE ELEVATIONS $�$ i;?�f.'�;;?;�+, INDICATES CONC. CURB, SEE n K OR h AND DETAILS ON SHEET 51.7 I R B. 555 3. 5---5 �INDICATES STEP FOOTING SEE tg g 51.1 'BS DENOTES EXTENT OF s SHEAR WALL. it 4. FOR FOOTING SCHEDULE SEE S5 2 9. INDICATES SHEAR WALL TYPE PER SCHEDULE e 8 A 51.3 i g�E FOR GRADE BEAM SCHEDULE SEE S1t2 +�L i KEY PLAN PARTIAL FIRST FLOOR & FOUNDATION PLAN SERVICE SOUTH a BULPIN6 2 BULDIN6 2 O W . PART B PART A LMi BIJLDIN6 I I ^Lu -j O Z� v/W 5 aw ad C 0 �S-2.4 i I dr M L K J G.5 �mmdo� F W g 4 w ` $ h N to W C I >T' CMU 12 I I '2 yW 1. St.2 5192 8-�6 VERT. 1ALL g'CMU I O J 8-/6 VERT. WALL 'g I 2"SEPAR. T1 . SEE 3 TYP. lL Z ¢ g R L119 -55.2 14 ---- -- -------- - ----------- --- - -- -- ------- -------- 8 -J�IIIIIII --------- ----J------ III e cM -= _ III �III I WC_Hyw syml uNCMU 12"CMU $ WALL 2._C z _ta3 0z jk-ircMU EllIWO I TYP. n ALL 1 CMU / 3-� I 2-�12• CMU 3 ,2- CMU5.1 s WALLWALL 1 L L J L --------- 3_-------- CTYP. - I -3-0 C 4'-0" S,2• CMU 2 I WALL I I Lu 21 3,_a 2-C ss.z oc 3'-(r CONTROL OR ONST I JOINTS, SE I 16 ° r tu ca Na ca -WW j i co)71 48 51192 i I 122 4 C II-I I 5192 TYP. I i S �* CC >I<� TYP. 125 125 I I 4' CONCRETE SLAB ON-GRADE I WIT SLAB 0, TYP..C. EA. WAY 8 I I I , 51.2 = I I I L - - - - �- C I I 125 I � WALL MU TYP o�p! � ll i Z'' ' 2 C LLJ Z II a TYP. UMN.O.ALL I ( I I I I I I ---I ao- y L_ _ WZ m ------- --------------------- WU I ' --- � L---- --- -- --- -----_ - O—' P._______ a zi RT g 8-N6 VERT. 51.2 TYP. U.N.O. SEE 3 TYP. " Q O j 55.2I d U- 25) 1 FOUNDATION NOTES: 1. BOTTOM OF SPREAD FOOTING (B.F.) AND GRADE BEAM SHALL BE ( -2-6- ) 5. CONTINUOUS FOOTING SEE @AND@ 10. m - INDICATES HOLDOWN, SEE SCHEDULE ON St43 FOR HOLDOWN h POST SIZE. BELOW FINISHED GRADE (REF. ELEVATION 0'-0") U.N.O. ON PLAN. St.2 51.2 ' AT SHEAR WALLS WHERE NO HOLDOWN ARE CALLED OUT ON PLANS, 2. A f INDICATES SPREAD FOOTING TYPE, USE SIMPSON'HD2A' WITH 4x6 POST �. 6. SLAB ON GRADE SHALL BE PLACED ON AT LEAST 2"OF CLEAN dl SEE 512 SAND, A VAPOR MEMBRANE,AND AN ADDITIONAL Y CLEAN SAND. r `aINDICATES BOTTOM OF FOOTING AND GRADE BEAM 11. GB-1 - INDICATES GRADE BEAM, SEE SL7 DATUM ELEVATION -0'-0' 7 INDICATES EXTENT OF SLAB DEPRESSION, SEE(56t p o�+ L--J n 12� OR AND DETAILS ON INDCATES E SH�MS1 SEE ELEVATIONS n 8 INDICATES CONC. CURB, SEE e Rg 3. S INDICATES STEP FOOTING SEE g 4. FOR FOOTING SCHEDULE SEEe DENOTES EXTENT OF �a 5 9. SHEAR WALL. S1_2 INDICATES SHEAR WALL TYPE PER SCHEDULE e2 j A 51.3 g FOR GRADE BEAM SCHEDULE SEE 5112 x PARTIAL FIRST FLOOR & FOUNDATION PLAN SERVICE NORTH a KEY PLAN a .6 5171511 OULDINS 2 w PART A O/y j goi W 0(� OULDINS I w J O Z\ Q w di aw � j 6 IL J x a- v c 0 Shrot No S-2. 5 � I j +roi r a H G.5 G F E.5 E D C B q mi i g D) z g5 2 w (V j W V f w h g J w = x b ~ 20 20 20 q j 11 € T6, p 55.1 TYP. 55.1 TYP 55.1 TYP. ,0 10 C?. N 8g3 g �OQ �O� 14 0 a €k L �. II II I ,5 I I I I TS6 x; S5A g3g' IIS,54. I I 3f Typ. 3f . p 3 SEE 14 ss9 .z .tl�q S;' I IIIIIII .owmN oN � 5.1 E �I 11-41 ' ILOPEmI T qP v '4"FT. 0I .I I .I 25 ; 25 S5.1 TYP TS6 S5.1 = 5243.3 13 I W ~ Fs�1aSAp8 o3o IIII _ 555.1 TYP 9 _�"voCNNJ9°II IIIII I�. - `e3mcN.�mJ:n�J I II a551 on 13 TYP. S55. t TS6x 4x1 I TYP. 4 b O moo o 0 TYP.bb b b 4- w2 0 do ro I I mll o m O TS6 t 0: 121 i I, OysoxI 0 Lu SIM. U) Ems SLOPE SLOPE _ O NaLuCc =S;.� *�ot/4"FT T. I/4":FT. fth0 B STD 26 ' C 2 21 PIPE TYP.514 4 _ 12 TYP TS6 TYP. - TYP.2x60 24" O.C.II 2x 0 2 C. 5 . S5.1 TYP. 19 4 :md y S1 TYP. p TYP. 55.1 9 5 55.1 .104 O.C. 0 00 Ts it � 0� N0 ll TYP. p 14 -TA '. " II 55.1 5.1 S5 1 :� 0 � Q.I K E TYP./LOPT 4":FT T m Y W W 151 TYP. I I e V Z , -1 55.1 0 I i S5.1 TYP. i 55.1 TYP- ED 0011 cr Q `� II C1 TS6 tl ! �L. 4"0 CLR. ?' o. �' 'O, _Q •O 6., O 6., O 'O ti,�o A w I ax6 A N 04TO.C. - AROUND A i\ 7?6, T5, TYP. 54.3 �8, 55.1 TYP g w Z_ t 5 J Q tu = H P Q W ROOF FRAMING NOTES: b N 1. FOR TOP SHEATHING ELEVATIONS, SEE ARCH. DRAWINGS. 5. (A) INDICATES FRAMING MEMBERS ABOVE OR AT HIGHEST FRAMING LEVEL. �. 2. FOR ROOF SHEATHING, SEE 2 51.4 (B) INDICATES FRAMING MEMBERS BELOW OR AT LOWEST LEVEL. 3. FOR TYP. WOOD CONSTRUCTIONS DETAILS SEE 51.3 & 51.4 6. ♦( - INDICATES 2 ROWS OF EDGE NAHUNG IN ROOF PLYWOOD SHEATHING FOR FULL LENGTH OF BUILDING (TYP.) 8 f 7.�' `� - INDICATES BRACED FRAME, SEE ELEVATIONS OR AND DETAILS ON SHEET S1.7 B PARTIAL SERVICE LOW ROOF FRAMING PLAN SOUTH ! �� KEY PLAN a116 BULDIN6 2 B ( O V ! PAR PART T B PART A CC 0 o�� BULDIN6 I o Z Qw �d E as x 0 a-j x- _ _ _--Si No �I I a �S-2.61 � 111 YOJ I N LU I.; Z Z1Lu ` S5, TYP. 12 _ ; W ss.tQ,Q z TYP . 55.1 r8 s• o'�Q + 4x6 04B'b.C. O 3 TYP. 2 BAYS O 55.1 ., 55.7 m U k 5 PE SLOPE 23 55.7 55.7 .t 55.1 --- J - - I ml 31 3 o i of o I 0 tl o m l m o b r I W b °° � i 0 EN OPEN ol� ! Fn T. 1p I 1p I/4 ul ":FT. I Q 16 I — — 3, _ _ _— — — — — — — _ — - - p S4.4 Tl'P 55.1 19 = S i Lu m . TYP. !TYP S = oil.51.4 7 m —as T ttPTY TYP. iAOA a � ri r 55.1 TYP. x I x S B1 I 11J M. H ��* TYP. Q a i -�- - - __ 2 6 4" U N. 2 6 4 0. U N. 2 6 .0 U N. '41 - - o 3 of f J m f m ss.t o , vl SLOPE m l m SLOPE m Typ l 5 9 5. x T3 2x6 046"0. I 55.7 TYP. TYP. xi I O 0 �I Z 15 5 15 I 15 ry0 P I $5.1I =Z 711 a _...�'�.. 4x6 048'O.C. w TYP. 2 BAYS e. 72 1z Ip T g- W _ 40 "S5.7 55.7TYP 12 ry�Q 4c�" �� 55.1 la W Ir ROOF FRAMING NOTES TH NI!\ 1. FOR TOP SHEATHING ELEVATIONS, SEE ARCH. DRAWINGS. 5. (A) INDICATES FRAMING MEMBERS ABOVE OR AT HIGHEST I- W to FRAMING LEVEL. Q Z f� 2. FOR ROOF SHEATHING, SEE S24 (B) INDICATES FRAMING MEMBERS BELOW OR AT LOWEST ! LEVEL. 3. FOR TYP. WOOD CONSTRUCTIONS DETAILS SEE S1.3 do S1.4 6. ♦( - INDICATES 2 ROWS OF EDGE NAIILING IN ROOF PLYWOOD SHEATHING FOR FULL LENGTH OF BUILDING (TYP.) 7. - INDICATES BRACED FRAME, SEE ELEVATIONS /K OR \ AND DETAILS ON SHEET S1.7 a ' g PARTIAL SERVICE HIGH ROOF FRAMING PLAN NORTH 1A a I I?r h KEY PLAN ; a .5 BULPIN6 2 BULDINS 7 i PART B PART A ' O W V _ Q O E. r o O�� � $, Z I LZI: I0W 5� aw a 0 C v % ,heel N, C ! i O - tl a ( I ! --_—-----------J ! 0oc3�(ES r PLYWOOD SHEATHING PLYWOOD SHEATHING or PER e 14 TYP. 14 TYP. PER e = e g 51.4 51.3 51.3 51.4 0 � � ROOF ROOF o � , L �!z Z s 2 i u O p w f s � 2 - O N STUDS & SHEATHING PE S1 3 & 51133 STUDS& SHEATHING 2 d qq F r PER( 13 2 u 51.3 S1.3 s 2 ao _ d ppi� TYP. t u 19 P. E - 51.3 - 51193 TY ¢ l 2ND FLOOR 2ND FLOOR c y E W a = N Q p O •8 p W ==w s O fV HEADER O 3 ! O EE p '$ TYP. 5 S1.3 N i at SIM ON HO OWN Ir PER LAN LL uIL4 ul E _ P e n'e 'L e 4 e f.. e. a e, >, � ♦ a `fi e o e - oe2 OR 4 r .• •• St. e26 TMP••S1 E 51.2 OR 51.3 .. O c Z TYP. EXTERIOR SHEAR WALL ELEVATION SCALE: ;�2`E, 15 u iz'=,-G' 13 TYP. SHEAR WALL ELEVATION Q W a 3W g 6 / \\ s-1.7 Max1 1 W,6x / � 10 TYP. 6+ e gp� 8 S 9 — 3 3 a� c 81— t.� g �W36x _ a VVV a TYP. O pC 2` 0Z O iy N W Qw a 24 Q Q a79 �z S-3.1 E s-scs3i-n.owc H H S-SCS31-24.DWG s-sC5J1-zs.Dwc p SCALE: SCALE: SCALE: MOMENT FRAME ELEVATION 1i4--,•-o- 22 MOMENT FRAME ELEVATION 1/4"=,•-D 24 BRACED FRAME ELEVATION ,i4_,•-� 25 i y 6 C B E H Gt IF m �Yb B HOd 6,12 u „ tt W ii r W Zcrn 6 z————4_9 rc 2 rc •, $ 2x GLU LAM BEAM I SHEATHING PERT 024"O.C. SEE PLAN PLYWOOD 4x12 LEDGER _ J I I !�' 3 a PLYWOOD SHT'G. GLB BEYOND PER PLAN 2x6 024"O.C. SIMPSON H2.5 -g' CONN. TO TS 4 ® 32"O.C., TYP. -- COL. BEYOND PER a SUB-PURLIN 2x ®i6"O.C. � SIMPSON"HGLT" TYP. -' '- ---- I HANGER __ P to F 71 E.N. 3x BLOCKING S 18"SSI !i 1 SEE PLAN 26"SSI i SEE PLAN { SIMPSON A35 i S ®16"O.C., TYP. g 14 - :: HEADER e HEADERN ' E} PER SEE SCHED. HEADER SCHEDULE - e ULE e -------- HANGER PER -1' SEE SCHED. _1 TYP. LLt � I I � I I o nP. N PLYWOOD SHEATHING I I SIMPSON"H 7 Q w S SEE SCHEDULE I ,I HANGER o _ 2x ®16"O.C.I i ob �s Z! Z es to _ ► -w a I I I I H . P12.6 N18"551 435RSEE PLAN Q wOCTYP. 2x ®16"O.C. W/4B16�EA.®EDO.C. 4 - 15 PLYWOOD SHT'G. STEEL BM - 1. PERSEE PLAN -t.®24"O.C. /- 2ND FLOOR PLYWO SHEATHINGITSUB-PURLINS -PURLIN PLYWOOD PER 52b TYP. E SHEATHING I I Wi6x z PER PLAN 8" ssI2x ®16"O.C. TYP. SEE PLAN, GLULAM BM.SI JOISTPER PLAN SEE PLAN TYP. EILING JOIST PER pp. 0 PER PLAN W/SIMPSONCHU W w "= HGRS EA. END PLYWD. SHT'G. W36x PER TYP. WHERE OCCURS iN 2 PLAN 2x STUDS J g g 016"O.C. T(P. J a e Q 3 0 o PLYWOOD SHEATHING iO INTERIOR PARTITION SEE SCHEDULE s SEE ARCH'L. DWGS. e� c e� eg n a a a� 3s 3 s P1� o e g 4 SEE -1. a� GONG. SLAB-ON CONC. SLAB-ON CONC. SLAB-ON CONC. SLAB-ON GRADE TYP. GRADE TYP. GRADE TYP. GRADE TYP_ a oP o o P -------- --- ------$ uj CC V W a) 0 Qw �d w us � d� aJ x� �b L �£ O �v a x —4.1 WALL SECTION SCALE:,r-1 21 WALL SECTION 3/4LE.1' 23 WALL SECTION 3i4LE, 24 WALL SECTION 3i4"LE: 25 2 1 2 7,,TEy Q r 8 W \ by b0d 2x 016'0.C. IT", ° R TYP. E ` i °� 4 8 U PLYWD. SHTG. 15 TYp. SIMPSON'H2.5 PLYWD. SHTG. U, W a n T PERe �6 O.C. - 13 PERe t 51.4 5-t.6 TYP. 51.4 2 Q J / fil ----__------*- -- ------------------------- I I I I op � a E oII IIc I of I I I I t, � - O II I I J I I PURUNS 7 / eZe z ; W --- 13 2x 024"O.C. I I in o m d W16x SEE PLAN 5-7.5 TYP. SUB-PURLIN I� / .3 W21x ,B"S51 W36x SEE PLAN s'yz SIM.J -_ SEE PLAN SEE PLAN U M $ PER COL. CONN. STEEL COLUMN STEEL COLUMN ROOF SHEATHING g S6e SEE PLAN SEE PLAN i3. TYP PERe rjT NAILER PER If u I I e 20 TYP, i I E I I s-t.5 I I I x" II I I I I I I cn N I W � I I HSS4x4 COL. 2 SEE PLAN I Q e HDR. PER \ V r_ SCHED.e g CEILING JOIST s-t.7 t PER 20 TYP. N N O a w WALL SECTION 3/ALE 7 WALL SECTION 3/4LE1' 9 w N _ • -w SIMPSON"H2.5" H ® 32"O.C. TYP. a � .. : _ i • ROOF SHEATHING VN e : �$ PERe Q • • 4:• 0 0 2x PER PLAN TYP. SIMPSON"LB" HANGER 0 20 8 SIM FLOOR SHEATHING -�' �- - 1. . FLOOR SHEATHING i------\ PER 4 i----\ i- - --\ PER 4 2ND FLOOR - i I I -1.4 2ND-FLOOR K ROOF SHEATHING I ® I -� ii. TYP PERe i I I I I I 0 /�------\1 I I I I I F i I I 4x LEDGER I I g 2 J a o ROOF SHEATHING I I PER PERe ,.4 I I \ \ 3 a 19 SIM. 19 \.o. � 5-7.] g I I FLOOR SHEATHING .o I I PERe Sim. P a s--ta I I I �e I oI I I E.F TYP. 15 s-t.5 //J I c / E.N. PLYWOOD SHEATHING PLYWOOD SHEATHING I PLYWOOD SHEATHING PER PLAN WHERE OCCURS I WHERE OCCURS NAILER T & B J 2x STUDS SEEe 2x STUDS I0I SEE 2 2x STUDS PER r2O 016"O.C. 5-7.7 ®16"O.C. TYP. ®16'O.C. TYP. I- --------- 5-t� a� 23 0 p8 03 g x P � n PLYWOOD SHEATHING WH REOOCCU STRING 2x SD TYP WHERE OCCURS a a 01 STUDS SEE 2 ®i- � o 6"O.C. TYP. 5-u - FFLROR SHEATHING W y 4 0� U `s'4 CONC. SLAB-ON CONC. SLAB-ON CONC. SLAB-ON CONC. SLAB-ON V +$ GRADE TYP. GRADE TYP. GRADE TYP. GRADE TYP. v 2ND_FLOOR-� s --- � --� J 1-JOIST �i7M,/ p W a5 d m S 2 2 5-1.2 2 QQ 77,77, Ix ui 5-t.z 5-1.2 a .: a JOIST .a ' •; •a PER PLAN TYP. -� 5-7.y n 5 S-4.2 WALL SECTION 3/4L 21 WALL SECTION 3SCALE: 4 E�,• 22 WALL SECTION 3/4`E, 23 WALL SECTION 3/4`E,' 124 1 WALL SECTION 3/4LE, 25 N 9$ r O= °o��lcgg 0, H �b 9 bOj s y W w W m W Z 6 ^ 6 0 _ h W V p w i SIMPSON n ; N J _ "HD5A" 0 G J - 7 ~ Z UI 3 2 o a 0 � _ o 2-#5 CONT. ---------- 10 2x6 024"O.C. SUB-PURLIN I I I BM./COL. CONN. i It 26 SSI435 I PE V ®8'-0"O.C. I e I I i ----- -- J j N E W I I Q I I I I V g ' N E 4 Q O 4x LEDGER W/ 4"0 I atf �• x6" EMBD. ® 24"0.C. I e• s --------- 1s- --- 5-5. 2x6 024"O.C. K I SUB-PURLIN 21 N • sn° -.L 2-#5 CONT. III1i IIIII IIIII \ 1W II IIII NQoc ! 2-A5 CONT. L LKG ® PARAPET nP. -- F24C s a4 .•. =•�>s�e�mx6E ' • _ IIII I I ROOF S HEATHIN26" SSI435 --------- ------- BEYOND —----------- - SUB_PU - -----08'-O"O.G. I I I I g I I I I �- _HSS I I € TS TO TS CONN. I I SEE PLANf!I K 5 PEk 2 nP. 2A I I Z 12" CMU WALL SEEe ---------------- Stg 8" CMU WALL M SEE i is I I V w. W s J J 3 I I Q I I - I I I I 8" CMU WALL I SEE 16 I I T i I I ds _ I I = e I I I I as I I s I I 2s �I o,8 51.6 Ja 0 W 717b. �O V oW sd LU SEE PLAN S1.2 SIM =u PAD FOOTING c s g PER A J X J a '- SEE PLAN 55.2 c g o x n � � S-4.3 m E 8 WALL SECTION 3/4�E:1. 21 WALL SECTION 3/4- 23 WALL SECTION 3/4 E. 24 O= _ q4T iR U O Y �b s ao� f- N � �E- o R U Z W 6 D 5 yz0V J Z � W F G u 2 J Z N 3 v cQ u v N� F i K J W H V CD L 19 fl) S 5. PLYWD. SHT'G. 13 A \_ �. E.N. E. 51.5 TYP. � �N • I Z �_ W _ I H i !iw I ` � O 41 «O 13 $ 0 _ 2x SUB-PURLINS I I S1.5 TYR. — RI TMP- JOIST PER •; ¢ •moo PLAN N• t d Nov GLB. PER 5 2x SUB-PURLINS 9 PLAN TYP. 13 PLYWOOD JOIST PER 51.5 TYp SHEATHING e PLAN d I 1 II I = II 1 114 II I I • ( I JOIST PER PLAN ' GLB. PER PLAN Z — — �as IIIIIIII IIIIIIIII ss 1 PER IIIII IIIIIII g0 TS5x5 TS5x5 TS5x5 PER PLAN WHERE OCCURS PER PLAN -N CMU WALL PER _ 16 I s� II II II P� II II II s� os II � II II I PLAN PER I I I s2 ion. I { I j { M Lau: !i • 8"CMU WALL I a:O U o-g I I PER 25 a 51.2 II } I II �J o { } II w P } I aw �d S-4.4 SERVICE AREA SECTION SCALE: SCALE: SCALE: SCALE: 21 SERVICE AREA SECTION 3/4•=1'—D• 22 SERVICE AREA SECTION 3/a•=1-61 23 SERVICE AREA SECTION 3/+"=1'-d 24 2},x}" R COL. ••R 'Boc�Ftes COL. & JOINT SYMM. I 4 ItF BEAM BOTH SIDES + O e 40d MIN. LAP 1 3 TRIM BLOCK TO PROVIDE i e� o J TUBE OR I 1jRIM BLOCK TO PROVIDE TUBE }MION. GROUT AROUND w O Tv m PIPE COL. y MIN. GROUT AROUND COL. COLUMN (AS REQUIRED) ®® o A ; ors HSS5x5 COL. (AS REQUIRED) ----------- - PA STIFF. R I PERe o LOW I DOWEL TO MATCH GLULAM GIRDER hACH DE I 51.8 cJ HYD. IZE I PER 2 TYP. I HORIZ. IREINOFF � 51.6 I I • ° g•B B _ I I • O •� -- --------- ® ae GLULAM BEAM 1 2- "0 BOLTS GLULAM BEAM DOWEL TO MATCH PROVIDE DOWELS m fL' 6" m " - SIZE &SPACING • U Z ON EACH FACE OF OF HORIZ. WALL COLUMN WHERE O 0 REINF., TYP. WALL OCCURS. STL. COL. y w o "HORIZ. WALL SEE 14 W LO III P.P. TYP. - STACKED CONTROL) i 40d REINF. HYD. 51.4 ttP. yy 2 4 JOINT-TY MIN. LAP g SYM M. tt W e HORIZ. WALL REINF. ��., F w NOTE: DETAIL IS SIMILAR SIMPSON"HC4C3TA" = D POLYSULFIDE CAULKING WHERE SPLICE WITH URETHANE FOAM WHERE COLUMN IS GLULAM BEAM BACKING(EACH FACE) AT END OF WALL. CAULKING COLOR SHALL Z I 8" MATCH MORTAR BEING USED P. - TT FOR ADJACENT WALL s_ �_�4,g O }7 2-�"0 THRU BOLTS i 2 z a o L TS COLUMN/CMU WALL DETAIL 2 TS COLUMN/CMU WALL INTERSECTION] ;.sLE;'-o" 3 HINGE CONNECTION DETAIL N.T.S. 4 DETAIL i`=iE=o 5al o H k J HAANGERNGER P. 4 EDGE NAIL ENTIR —. LENGTH OF JOIST J _ PLYWO D SHEATHING BLOCKING PANEL ROOF HEATHING E.N. 2x BLOCKING 6" 2x SUB PURLIN 6"MIN. NAILER PER 13 E.N. [PERI(� PER a B.N. PER w/ 10 d"'D.C. 024"O.C. - S-1. S-1. 5'-sx GLULAM PLYWOOD E.N PER PLAN TYP. SHEATHING {{ 2x SUB-PURLINS -_ SIMPSON"LB" - k HANGER. TYP. SIPPSON "U" R "HD14A" U.N.O. 2-N5 CONT. _ PER/ ® EA. JOIST - CMU WALL Lll FPLYWOOD WE JOIST H 16 JOIST SIMPSON"A35" PER PLANS, Q SOFFIT EYOND PER PLAN 012"O.C. U PER 24 4x12 LEDGER O 54.1 W/T"O GLULAM A.B. ®24"O.C. BEAM 8 GLB PER fA PLAN N Q O O A R 7 a s cLoa Z• SCALE: SCALE: SCALE: SCALE: SCALE: Z s SECTION 3/a"=1'-G 6 WALL ANCHORAGE 3/4"=r-Q" 7 SECTION 3/4"=r-o" 8 SECTION 3/4"=T'-D" 9 JOIST/GLULAM BEAM CONN. DETAIL =1'-D" 10 N 0 -�: o f/f • !W w BLOCKING PANEL ROOF HEATHING _s PER 8 Er.M'LrR N E.N. Q O' •�O SIMPSON"HDBA" • / PLYWOOD SHEATHING®4'-0"O.C.SIMPSONMSTI36•' STEDGE NAILL E.N.2 BAYS NAILER PER04'-0" O.C. 1" DRYPACKWEB FILLER 4x NAILERiYP. BOTH SIDESW/i"$A.B. ®24"O.C. 2x SUB-PURLIN2-#6 HORIZ. 7 4x6 4x6SIMPSON "A35" GALV. SHEET SIMPSON"LB" a12"O.C. METAL BOOT HANGER CMU WALL 2„ 2"CLR. LEDGER 12' CMUPER 20 'n TxZ" STEEL BEARING in W 2-3"0x12" e 4 d HEADED ANCHORS W Vl_ 8 . a 12 GLULAM BEAM 'p 2- 5 HORIZ. }FRBEA�SIDE Z OOW/2�"0 BOLTS Q TH BOLTS 1 s SCALE: SCALE: SCALE: SCALE: cYi '--- 4" WALL ANCHORAGE 3/4"=1'-D" 12 NAILER AT CMU WALL 3/+•=1•-0" 13 SECTION 3/4"=1'-0" 14 DETAIL AT END OF GLULAM BEAM 3/+"=1'-0" 15 ZZ EDGE NAIL ENTIRE U a LENGTH OF JOISTLi FA 2x SUB PURLIN 6"MIN. EDGE NAILL ®24"O.C. O E.N. Flo SIMPSON "HD8A E.N. TI PLYWOOD ®4'-O"O.C. t PLYWOOD SHEATHING PLYWOOD SHEATHING SHEATHING E.N. SIMPSON "HDBA" r c TYP PER 2 E.N. PER 2 _ _ ®4'-0"O.C. EDGE NAIL _ O S-1. TYP_ S-1. ENTIRE LENGTH TYP. FF a L4x4x16 O =_ - :'7_ -- === - 4x6 2-&5 CONT. o 0 o SIP SIMPSON "LB" yG J5 WEB FILLER 2x SUB-PURLINS ®E4 J015�' _ 2-�5 CONT. HANGER EA. SIDE. TYP. SIMPSON"LB" GLULAM HANGER, TYP. HSS HANGER 4x LEDGER PER 20 JOIST 4x10 LEDGER CMU WALL S o� PER PLAN W/j"OA.B. 024"O.C. & 2x6 EA. SIDE, TYP. 402 LEDGE ' 4x8 W/1"0 A.B. CMU WALL PER PLAN a SCA 0 8 � g a E SECTION 3/4SCALE1'-Q 16 SECTION 3/4`- -G" 18 WALL ANCHORAGE 3/4E: SCA`E,'-D" 19 WALL ANCHORAGE 3/4LE1'-D 20 CMU WALL a$s SIDE R EA. SIDE W r o /2- "0 THRU BOLTS PER NAILER 16 A SIMPSON"HD14A" ^^ Q s s a i$ 2x6 W/SIMPSON EDGE NAILL PLYWOOD P.P. - LB" HANGER SHEATHING } 2 2" SIMPSON"MSTA36'• �J4 n®8"O.C. Z EACH END GALV. SHEET I la•' Oa: W STRAP METAL BOOT _ ___ U a p C O 2" T cc O \� 9 2x SUB-PURLINS }"x42'"x8'-0•' LONG IE 12" 12 ro `+ P.P. W/ "0 A.B. 012"O.C. '^ 2x CONT. W/2"0 _P. i O /[I� W 0) O S 4x LEDGER PERe A.B. ®24"O.C. p < ___J/ 2- 4 J CMU WALL SIDE Q� 4"CLR. TYP. _ AND 5' FROM ENDS, N n s y LO ALL AROUND TYP. -- -- ®4"O.C. N 1• f� S Q # W 2- THRU ' TS COL I• GLB PER VE 6 ^ BOLTSCMU WALL �i �CAPPLAN VERT. �YF, sB�gRING R 5 O O 'TUDS 0 WELDED 0 1 x i 9 sruDs �J X J CMU WALL r a I•I o a o �9 S— 5. PLAN DETAIL 3/4�E'1'-o" 21 SECTION 3/4"=I'-D 22 SECTION 3/4�E: G 23 GLB TO CMU WPI ' 3/4SCA`=1•-o" 25 nnt Wort. nc .� nnnx ,, pp�AtE 12 12 � TS3xTYP. OF 4) 204 200 204 L4x4x} ®16"O.C. 016"O.C. 016"O.C. O 3 ® 24"D.C. 10 o sc�1 C72x20.7 ❑ ❑ 8-N6 VERT. 10 d'�be ❑ II II s a II II B a OA o CIVIL) � OV- J'lF� WALLa 2"m STD. Cx m \ PIPE 2� 2-#5 ; CMU WALL A CONT. q C12x20.7 04 4 ®8"O.C. Fo❑ ❑ ❑ ❑ CMUTS6x4S� U zWALL • m ;R W/4-14"0 A.B. a S-SCs52-44-g S-SC552-05..wg z o a al 0 METAIL STAIR FRAMING PLAN 1 WOOD STAIR FRAMING PLAN 2 PLAN DETAIL 3 CANOPY CONN. DETAIL SCALE:D 4 CANOPY CONN. DETAIL 5 ;E-0 5 `° ° m f 2"0 ST _ TYP „I PIPE 18 4 TYPE SLOT Ts O 20GA NOTE: �\\ TO RECEIVE ' 1. GUSSET It DECK SHALL BE ASC B-36 ROOF DECK (ICI30 #2757) 2. DECK WELDING: MAX A. ATTACHMENT TO FRAMING PERPENDICULAR TO DECK: z"CLOSURE N "m PUDDLE WELD (J"m EFFECTIVE) PLATE W AT EACH FLUTE. H B. ATTACHMENT TO FRAMING PARALLEL TO DECK: i"m PUDDLE WELD (J"m EFFECTIVE) 3} 11 GUSSET It AT 12" O.C. T6 P" C. SEAM ATTACHMENT: i"CLOSURE N PLATE N 12" SEAM WELD AT 2$ O.0 (MAXIMUM). ¢ 00 3. DECKING SHALL BE CONTINUOUS OVER AT LEAST 2 SPANS o AND 3 SPANS WHERE FRAMING PERMITS. eb �e sroxo3 s-scss2-io.oxc e� _ TYPICAL ROOF DECK DETAIL 9 CANOPY CONN. DETAIL ;E'G" 10 W cn : ==w N s few n, 4-16d 411! O ref 2x6 4-16m2x4 BRACE is N s o `► $=e 2x4 BRACE 2x 6"O.C_ -C 4 «�� 04-O"O.C. I X a s 15 .I E.N. SIMPSON"H2.5" L3 ; T&B EA. STUD W/ zEG BOLTS EA. 2-16d ®12"O.C. E x 20 7 F 4x6 FLAT BLKG. 2x SUBPURLINS J WEB F— 20 0247O.0. SIMPSON "LB" ,E PER 1 -1 HANGER TYP. W Q fr scssr�+.owc s-scssz-"_.-1; PARAPET DETAIL SCALEa 14 PARAPET DETAIL 15 Z O U Z U '- s 76" MIN. T-6" MIN. a W a 0 EDGE NAIL FULL LENGTH SIMPSON STRAP W/86-N aCMST14" g OF JOIST TYP. "MST136" W/86-16 I r S SSI JOIST STUDS 016"O.C. 4x BLKG. W/SIMPSON SSI JOISTS PER PLAN "HU" HANGERS AT EA. SEE PLANS x END I� SHEARL o s PER 2 51.3 F PLAN DETAIL 18 TYPICAL DRAG DETAIL ;E'-D 20 ~ HOEDOWN as o WALL BEYOND PER 516 I� SILL ATTACHMENT EDGE NAIL •CJ a 8 I I A PERF q PER 51.3 OFLJOIST LENGTH 0 a 51.6 B ® 25B PLYWOOD O W ONLY s. SHEATHING /1r o . . _ E.N. O V .Ti I o _mil V 8 \ \// "x8" R PLYWOOD "°° 0 1" DAP ffW^V� O SHEATHING m BOLTS 0)—1 ;" g /%\ %�/�� LA6 SCREWS ®,O.C. NAILER 619"o.C. WEB FILLER W/10d ®3"O.C. 6x BLOCKING Q W 5 E a j\\ . P //\\/ EA. TOP PLATE I R EA. SIDE PER20 EA. WAY W Z- CLIP NOTE TYP. EA. SIDE 4 WEB BLOCKING I " 5105 AT EA. END g ° 19 V TOP FLANGE OF E.N. I // 8 ° SEE e BEAM BEYOND I _ 1"m THRUOGH [Z Y _ 51.2 SHEAR END FWALL 2 ROWS OF SOF AWALL Q Q s 9 1O I-JOIST BOLT C 6. FOR INFORMATION 12GA. W.S. FOR FUL SIDE HANGER PER 4 HD14P" a COEA NN.CPER 6 ®4"O.C. STAGG. SYPPSON A x J •r NOT NOTED 51.5 0. 6x6 POST LENGTH OF c _ FOR HOEDOWN /\ /1 JOIST SEE PLAN o = c B q9 S- 5.(,_////'�� FOOTING DETAIL 21 TYPICAL DRAG DETAIL ; ;E=0 23 TYPICAL DRAG DETAIL SCA E: 125 CONSULTANTS NEW LAKE CHEVROLET CIVIL. �£8x FRANKLIN & AUTO CENTER DRIVE W 26010 MIL ENGINEERING LAKE ELSINORE CA MENIF M, CA 92ERLANE ' MENIFEE, CA 92584 PH: 909.816.5830 FAX: 909.301.6192 LANDSCAPE PLANS CONTACT: MIKE MEDOFER PARADISE GROUP 6350 LELAND STREET ARCHITECT: RASMUSSEN s ASSOCIATES VENTURA, CA 93003 VE SOUTH MILLS 0ROAD 3 VENTURA, CA 93003 w P H. 805.642.011 PH: 805,644.1341 FAX: 805.644.808.8082 � CONTACT: JAY LOMAGNO p O w o CONTACT: BOB GREGORY ��� u)zv� CONSERVATION ASSESSMENT GENERAL NOTES VICINITY MAP REVISIONS g o w <�~� f Z SITE TOTALS 7 a w W O.cco crn LANDSCAPE TOTALS SO FT % OF SITE I GRUNDER DRIVE N0. REVISION FOR BY DATE APPROVED BY F'w TOTAL 817E 41;9m /�— q J 00 jr cc •OF TREES 125 SITE >W HIGH WATER TUB 21;13 45 w i LLI Z LOW WATER PLANTING 26011 55 Z -- U Q Uooz uj GTE cF Q 06 L MILL', ST. rn tij J Z-J U 2 W zLgg ZZZ W aaa � N.T.S. REVISIONS DATE BYd KEY MAP SHEET INDEX a _ G FRAM SHEET DESCRIPTION T TITLE SHEET *s Q* 1,+ ljf L-1 IRRIGATION PLAN rgTfOFaGP��4 d -- C` L-2 IRRIGATION PLAN L-3 IRRIGATION DETAILS L-4 IRRIGATION DETAILS/NOTES SHEET TITLE — L-5 PLANTING PLAN - 4 L-6 PLANTING PLAN TITLE SHEET Ig,, be e L-7 PLANTING DETAILS L-8 PLANTING NOTES , DESIGNER K.JK i DRAWN KJK , 3 CHECKED I �I Ii I DATE 4/30/04 III SCALE N Tb. III j., �II i JOB NO. 0402 SHEET ........_.. .._.-_ I; N.T.S. OF 06 SHEEfS sa 0. 1alp-hi-tl. y 1 it, srurav pm om; - III In p....o e'�It .a- p .:a.a« pn - pem .-I'— PLOT DATE. 4/30/04 expreael rs.enes common py'pnl propaNy pnU theea pane. inese bna to G. po cnpn copie0 In y lorm mpnmr wsplwsver,nor a.Nsy b M pas pna0 la any NrU porlyxilnnul li t -n np+An•p sea wr lUn parmiae on. _ i CONTRACTOR SHALL MAKE POINT OF CONNECTION ATNEW 2"MA04UNE PER CIVIL PLANS. INSTALL TALLED 7'S REDUCED PRESSURE BB IACIffRLOW _ -.._" i 8 }' P'REVENTER,MASTER VALVE AND FLOW SENSOR PER DETAILS AND NOTES. EXISTING STATIC WATER PRESSUU ---- " 60 P81 `^ = SYSTEM DESIGN PR�SSUR�"" 30 PSI _PEAK-IRRIGATfON DEMAND 54 GPM `4J IRRIGATION LEGEND 54 2' --ITS ` FLOIU[GPM) RANKL I N --- - SYMBOL MANUFACTURER/MODEL• NOZZLE RAD. PSI a_ H F van DETAIL NOTES - - c SHRUB HI-POP SPRAY HEADS ' ® RAINBIRP 1812-SAM-9 a/H/F/VAN 1'-&' 30 IS 52 IL)5.12,U13,I55 'J,K'/L-3 (I,2) B 08 RAINBIRD 1812-SAM-10 a/H/FNAN V-10' 1 30 39 .19 Ib8 165,13,1.95 'J,K'/L-3 (L 2) ; r \� b p 4 a FWNBIRD 1512-SAM-12 a/H/FNAN II'-IZ' 30 .68 19 2,6.T5,1.45,2.10 'J,K/L-3 (1,2) ¢ 1 5 8 ❑ fi RAINBIRD 181Z-SAM-lb O/H/FNAN 13'-16' 30 .92 155 3.l-52,LOS.2-1 'J,K'/L-3 (I,2) 3 �.' / + �86. OF ! I I II 'I �I 88 88 _ \` \\ b o RAINBIRD-181Z-BAM-16E0T,1689T a/H 10' 30 bl 121 'J,K/L-3 (I,2) 8 $ I TURF POP-UP ROTOR HEAD (L 2) `. I 86. 7 TC 1'-----._ b HUNTER F1'aP-ADV-IID IID(a) 20' 30 5 'A'/L-4 (L 2) _ / o HUNT -A V-3 ER PGP D ID 3.0(H) .9 'A'/ -4 (1 2)28' L 30 23 Ih' I gam- _ / \ 12 v HUNTER FGP-36V-10 10(F) 28' 30 1 15 'A'/L-4 TURF POP-UP SPRAY HEAD I __ -- ----------- --_r_ « _`_ _ - ---+ -_ RAIN AD 1804-BAM-B Q/H/F/VAN T-8' 30 .2b 57 105.12rL19,155 J'/L-3 (1,2) _Y__ ' - e 8 RAINBIRD 1804-SAM-10 a/H/F/VAN 9'-10' 30 39 .l9 Ibe b5,13,LS5 'J'/L-3 (1,2) .. _.. _.-___i■ I / \ b p.4 RAINBIRD 1804-SAM-12 CLH/FNAN II'-12' 30 65 13 7b.15,IA5,2.10 'J'/1-3 ll,2) O W M 6 o¢8 RAINBIRD 1904-SAM-IS a/H/F/VAN 13'-I5' 30 M 185 3.1 I.S2,105,2.18 U'/L-3 ll,2) O �4.,- _____ i \\ TREE BUBBLERS F- RAINBIRD 1402 SERIES BUBBLER F 30 b 'I'/L-3 (n J 'U^JI Q R I I' / \•� \\ I. PCS SCREENS AIRE TO BE USED TO BRING DOWN V)N RADIUS,AS NECESSARY. Q U 2. MINOR ADJUSTMENTS IN THE FIELD MAY BE NECESSARY TO AVOID VERTICAL OBJECTS SUCH A$ _j POWER POLES,BOLLARDS,TRANSFORMERS,LIGHT STANDARDS,ETC. ¥ Q g�l - �� A V7 14T -- �' a� - EQUIPMENT LEGEND0 co CD>m SYMBOL MANUFACTURE"ODEL• SIZE DETAIL NOTES i ( E 0 f--t+4 `\ IRRIGATION WATER METER -BY OTHERS 2• PER CIVIL PLANS 14L \\ H NIBGO Wp2000 BUTTERFLY VALVE LINE SIZE 'D'/L-3 mi ■ G \� © FEBCO 825YO REDUCED PRESSURE BACKFLOW PREVENTER LINE 912E 'C'/L-3 (I,2,4) ' UJ j 7- ■- RAINBIRD PESB SERIES ELECTRIC CONTROL VALVE PER PLAN 'GVL-3 (I TNRU 4) _I Fr\ AQUA CONSERVE ET-26u8P-I Wit 2 RT8-I. CONTACT AQUA CONSERVE PRIOR O 0 TO INSTALLATION. CONTACT: GARY BAILEY 811-922-2182. 6 ST. H'/L-3 (3) fr fr -..__ I `•.\O �. \' Q RAINBIRD 44LRG QUICK COUPLING VALVE 1" 'E'/L-3 (I,7) C. -51 2" \\ ® GRISWOLD 2250 MASTER VALVE 7" 'P/L-3 (I THRU 4) u j Z i w " RAINMASTER EVFM-P700 FLOW SENSOR T' K'/L-3 (I TFIRU 4) U Q W - V \ \ SPARE COMMON AND PILOT WIRES,COLOR TO DIFFER FROM SITE WIRING - - - F-U Z \t w Z) g 7[t-`� 23 Ily" '•\ ------ CL 315 PVC MAINLINE-18"MINIMUM COVER 3" 'A,B'/L-3 (I,7) < Q O n- i o 81-H 40 PVC NON-PRESSURE LATERAL LINE-12"MIN COVER PLAN SIZE 'A,B'/L-3 ) d <06 Z LLI SCH 40 PVC IRRIGATION PIPE/WIRE SLEEVE-24"MIN.COVER SEE CHART 'A,B'/L-3 (L 2,3) J Z J a __ 74U e NOT SHOWN OF RATED CONTROL WIRE,12 GA COMMON,14 GA PILOT-10"MIK COVER r2/14 GA 'A,1371--3 (I,2,3) _._._._._. Z IL 0 LE �II CONCRETE MOWCURB-FOR REFERENCE ONLY. a w Q Y Z I'r -72-50-TC 1fi / \\ \ _ TO BE INSTALLED PER PLANTING PLAN a Z I JQ QJ G \ OOF -- '� � \ (1)PIPES AND VALVES ARE BE BHOUN IN HARDBCAPE FOR CLARITY ONLY. MAINLINE TO LOCATED WITHIN PLANTER AREAS. j' /• (2)ALL MAINLINE TEES AND 90'S ARE TO BE SCH 40 PVC. / \ (3)COORDINATE ELEC.POINT OF CONVECTION WITH ELECTRICAL CONTRACTOR REVISIONS DATE BY ; (4)ALL VALVE BOX COVERS TO BE CARSON/BROOKS GREEN VALVE BOXES OR EQUAL t 70.84 TC 72.00 TC ^ _ /� /• \\ PRESSURE LOSS CALCULATIONS 7-l-v..me. 69.97 TC 0.34 L 0.85� ^4\ 0.83� 70. FL ' / % / _ \ SCH 40 F'VC SLEEVING CHART (VALVE n 63 GPM) r vxt=�v.v, LATERAL Z NG CHART - - 69.47 FL '' - / / L088 iHRI x"RIP DEVICER 1x�Pp61 YMs' -PIPE SIZE CsPhl I V4"SLEEVE I-4 WIRES V2"PIPE S 3/4"PIPE 1.1 ----'--._I I 7 .2 TC 71 36 C ' 1 V2"SLEEVE b-10 WIRES 3/4"PIPE " 1 V4•PIPE 13-xz 7.28 TC L080 THRL 1030'OF 9•HAM 309 PSI - I•PIPE 8-12 -20 WIRES I"pin FS 7.70 F 3"SLEEV2 LIT' E 32"SLEEVE 11-30 WIRES 0 WIRES 1/4"PIPE"PIPE _ L086 THRU 2�VALVE 3.00 PSI _ r Y PIPE PIPE a21-28 L088 THfdl LATERAL LP1E6 314 P81 ELBC.LOSS GAN -6.9g"I - _ <.-.., (1 L ❑ .� b"SLEEVE 611-99 WIRES 3"PIPE -- FITfINGO I x vx"PIPE ,6-66 j .. i 3•PIPE 66-M , ( LEEVE .WIRES 4"PIPE TOTAL SYSTEM LOSSES 1925 PSI 4•PIPE 101-50 Ly,NDSCq,�,9 AT HEAD 8'S b0 S �p 10"SLEEVE WA i"PIPE PRESSURE SIRED ®P61 �- 6•PIPE RBI-450 ' U vl I I I I I - 1 STATION RESIDUAL PRESSURE N UN i I / I / �� c..• R I I k_ �� n O I I I � ; o,n 1 5 , 4re Fo F F „ 7 --- oFS I /� '� Fy 24 14r of c I� _ g SHEET TITLE ' c� �r e I' IRRIGATION I s. �� _ PLAN r_ 3 1 �. I lo.2' c - - * ' v DESIGN KJK �+ � _-__ / DRAWN i KJK 1 TC CHECKED �70.92 j 71.24 71.80 , l0. �0 ■����Now OEM 1<1l�-'�1p��,����■ ������Lt�� ��* ■��5���\���������� ���������� WMMMR�3111Nj, ♦Y0 10`5 '; g DATE 4/30/04 MATGHLINE SEE_er' L-2 ; 71.9G TC l y i SCALE 1.40 FL _ 2.7% JO a.. 1 I 0402 7 B NO I ....-- n \• U ` - 1 ,o . \\ / I .. .. I `G / / - SHEET 1 ' 30' 60' W. ` c OF OB SHEETS ©Kon co"":�,v,n,�n e,«, uc,.v„:.y.".•,..,�.""mm"""."ovman:a"a-"t-n,"v y ngna. m.:,v"",. m,.,vmn,",."":-m c.,.--d ,n"oy.a«-,e�",m row o,-m"o,,,,.nm.o,.., "",-"a mry 1.c,a-. d m"nr In m'1'0"I 1.10 PLOT DATE, 4/30/04 1 r I „ I nn / a Ll Lj fill 111111iff F D o C 1 FF 7 - OF / / F:, 24 Ihr ' Fr, I /t.Z)D \ Wj �t — / � V V) Ww�) �1_ . ...- I le / rD.2s1c I " I i1.r, IC ' I� I ♦ v- � \ MAT0-LIWAM 64M L•t.2a ao — 31 Ih' ■1 ■ ■■■■■■■■■■■■.■■■■.r■i■■■ ■■��i4■■■ ■■■■ ��■■ ■■■■■■■■�■■■■■■■� ■■■■■■■■■■■■■■■■■■ AWE lq 5 % f 7t.yo rc 1 1.40 F� 2.7% C .1- 1 r 1. X'J DTI _ 0 LL O I I 7L_.___ ._-3 I I _—_-._.....-_-9• - m co LEGEND — IRRIGATION � do IL_j I I I I I Zt f-1 _._..._�j __.-- 1 I '�_.-- __ ---s I I A-- 'I I I O H F van 1 / \ I 8YMf30L MANWACTURERlr=EL• NOZZLE RAP. PSI FLow rGPM) DETAIL NOTE8 F- N - I I _ cc CD 0411D HI-POP SPRAY HEADS z I y-..-_ _.... II I -__....Je i .................J! i i -__.____ i i -._.__. i S T+ & RAINBIRD 1817-RAM-B Q/H/FNAN T'-8' 301,2r.1.5211.01.12,1.19,155 'J,K'/L-3 (1,2) I`- I I I I I y _ i a Q 6 RAINSIRD 1812-SAM-I0 O/HIFNAN W-Im' 3® 39 .19 158 b6,13,1.95 'J,K'/L-3 !1,2) _,.___ �j "y� f b o 4 8 RAINBIRD 1812-SAM-12 O/H/FNAN II'-12' 30 b5 13 7b.15,IAB,7.10 'J,K'IL-3 11,21 \ I O ( � d ❑4 d RAINBIRD Ujl2-BAM-IB Q/H/FNyYN 13'-IB' 30 .97 IEBL85,2.18 'J,K'/L-9 (1,2) 41 • �"■ - 70 __ d o RAINBIRD 4312-SAM-ISEST,SOOT Q/H I& 30 bl 121 J,K'/L-3 (I,2) N '11.1' TURF POP-UP ROTOR HEAD (L 2) b HUNTER PGP-ADv-to Im!O) 28' 30 5- 'A'/L-4 (I,2) LLJ HUNTER PGP-ADv-30 30(N) 28' 30 .9 'A'/L-4 (L 2) w� t I HUNTER PGP-36v-Im 10(F) 28' 30 151 (1,2) J _ _T �-I- +H 68-- - i TURF POP-UP SPRAY HEAD O Er Sol RAINBIRD 1804-BAM-e QIHIFNAN 1'-8' 30 26 57 I. .12,1.19,L55 'J'/L-3 (1,2) c I I — - -- -- - A e$g RAINBIRD 1804-SAM-10 GUH/FNAN 9'-10' 30 39 .19 15B 85,13,1.98 'J'/L-9 (1,2) w _ __- o -- __- d o4 S RAINBIRD 1804-BAM•12 G7/H/FNAN II'-@' 30 b9 13 76.19,IAB,2.10 'J'/L-3 11,2) y, /z b o Q 3 RAINBIRD 1804-0AM-IB Q H FNAN 13'-15' 30 .97 155 3.1.92,L85,2,10 'J'/L-3 (1,2) W TREE BUBBLERS Q -- �-- ■ RAINBIRD 1402 SERIES BUBBLER F 30 5 'I'/L-9 '+ U Q Q z Z L PCB SCREENS ARE TO BE USED To DRING DOWN RADIUS,A8 NECESSARY. w�w g 2. MINOR ADJUSTMENTS IN THE FIELD MAY BE NECESSARY TO AVOID VERTICAL OBJECTS SUCH AS Q cc 0 a- , --- POURER POLES,BOLLARDS,TRMNSFORMERS,LIGHT STANDARDS,ETC. 06zw __ - F—t 1 ° ( � EQUIPMENT LEGEND Y I-'-I cn �zw❑ \ ❑ _ ----__.--��— — (50 - -- 8YMOM MA%W V—'TURER/?'=M• 81ZE DETAIL NOTES _ > Z ILE -� --- - -i"''- --_- IRRIGATION WATER METER -BY OTHERS 2" P Ir PR CAI VEIL NIBCO WD2000 BUTTERFLY VALVE LINE SIZE 'D/L-3 (1,2,4) REVISIONS DATE BY /J ZO '54,301C _�- " -- —_ © FEBCO 825YD REDUCED PRESSURE EACKFLOW PREVENTER LINE SIZE 'CA-3 (1,2,4) 9 TOM - ----' - � "--- RAINBIRD PEOB SERIES ELECTRIC CONTROL VALVE PER PLAN Y"'/L-3 (I THRU 4) 5 ,50 CILI 8.2 58 '_• © O NST LLATRVE ION.ECONTACT, GARY BAILEY B 1 AQUA CONSERVE PRIOR 26 ST. 'H'/L-3 (3) .. L 1.87 ...= _.. Q RAINBIRD 44LRC QUICK COUPLING VALVE I" 'EV -3 (I,2) i y GRIBWOLD 2250 MASTER VALVE P' F'/L-3 (I THRJ 4) —1D.._ _ —1-a—l—a-k _ ..�---�—�— _.� .—n- off ....._ _.. —_�_—L7_—a ❑ LI—CI-(} F8 ASTER ENT1-P200 FLOW SENSOR V. F'/L-3 (1 THRU 4) RD SPARE MMON AND PILOT _ „ - y � � � f � O# SCH 40 PO VG NON-PREBBUREWLRAETERALLO�TORDIFFER FROM 917E WIRING PLAN 812E A,B/L 9 [ 2) � I\' -------- � 4 �-.,.;' ------ GL 315 PVC MAINLINE-IB"MINIMUM COVER 3" A,B'/L-3 (1,2) � O L 19 20 21 22 24°__ ____ s SCN 40 PVC IRRIGATION PIPE/WIRE SLEEVE- MIN.COVER SEE CHART 'A,B (L 2,91 33 Ih' 34 Ih' 33 Ih 34 Ih' '/L-3 TnF NOT SHOWN OF RATED CONTROL WIRE,17 GA COMMON,14 GA PILOT-IB"MIN.COVER 12/14 GA 'A,B'/L-3 (I,2,3) F OF CPUF ........... CONCRETE MOWCURB-FOR REFERENCE—1. ,.,. TO BE INSTALLED PER PLANTING PLAN SHEET TITLE 0^ (I) PIPES AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. MAINLINE TO BE LOCATED WITHIN PLANTER AREAS. J (2)ALL MAINLINE TEES AND 90'S ARE TO BE BCH 40 PVC. IRRIGATION (3)COORDINATE ELEC.POINT OF CONNECTION WITH ELECTRICAL CONTRACTOR PLAN (4)ALL VALVE BOX COVERS TO BE CAR80WBROOKS GREEN VALVE BOXES OR EQUAL. PRESSURE LOBS CALCULATIONS FVIEIEk EDEv.6080 5CH 40 PVC 5LEEVINCs CHAR (VALVE 11. 53 GPM) K�a ev.a SCH.40 LATERAL 81ZING CHART DESIGNED K)K 11/4"SLEEVE 1-4 WIRES Ia.PIPE LOSS TNRU 2"WATER METER 2.1m P81 gyMp, PIPE bIZE CsF" DRAWN I V2"SLEEVE 5-10 WIRES 3/4"PIPE LOSS THRU 2°R/P DEVICE 12m0 P81 3/4"PIPE 1-1 K.IK L088 THRU 1030'OF 3'MAIN 3.09 PBI 'SLEEVE II-20 WIRES I"PIPE LOSE THRU 1 BALL VALVE Imo PSI I"PIPE -2 .t CHECKED 2 V2"SLEEVE 21-30 WIRES I V4"PIPE LOSS THRII 2"VALVE 3m0 P01 I 11/4"PIPE 13-7m LOSS THRI LATERAL LINER 324 P81 ~~ I V2"PIPE 21.2E 3•SLEEVE 31-40 WIRES I V2'PIPE —+-- 2•PIPE 2S-45 DATE 4/30/04 4"SLEEVE 41-60 WIRES 2"PIPE ELEVATION GAIN -6.93 P01 �- 2 VY PIPE 4n-65 MIBC.LOSS THR7 FITTINGS L15 PSI 6"SLEEVE i1-99 WIRES 3"PIPE TOTAL SYSTEM LOSSES 1925 PSI * Y PIPE 66-Imm SCALE B"SLEEVE 100•WIRES 4"PIPE �— 4'PIPE Iml-IB0 —�f— PIPE RBI-450 10"SLEEVE WA 8"PIPE PRESSURE RED AT HEAD 30 Ps ® JOB N0. pp STATIC PRESSURE 60 Psi 6- 0402 %p STATION RESIDUAL PRESSURE I0,11,PSI ap NJMgEIe SHEET - 30, L-2 yI J OF 08 SHEETS x••r.anra.,;mruwmrtlers:.+l•rlYe,.:wwhwa rl rwo .. r . mw .. .. toA'mAefcllalRLWS+^--__ —__.. . .., _. ..iiCC ®NDI,LpnMcgpe N<MUcle,LLC exprMDly mervee 0wmmon ow copyngM p,.p ono olr,er property r,gMe i.tfteee pone Tosse Done ore nol to M eD oEucsO,ceDngee or cop ea-n any Inrm or manner wnateoever,nor o•t ey W oe oeipma to ony Yxrc DartPiNoul fyel oDloininp Ne axyreee n Me prmiWw. PLOT DATE, 4/90/04 1 10 - /� —.-- CONTROLLER FINI5H GRADE 2 —�q PER PLAN - F `J pW y m 3 T _ RECTANGULAR PLASTICBOX 71 _ 3 a S Du LOCKING,uoVALVE �D 'I I I—III a>a n _ ayS 'g f W T1V"(2"HKaH LETTERS) z $ RECTANGULAR PLASTIC W-1 _ r _� 4 — III a W I—III I I I=111: t D BLACK HARNESS VALVE BOX MARKED _ 5 _ MASTER VALVE 12 III I i I III 3 '- 4 — J� )I I I I—I I PER PLAN '7i'I"(2"HIGH LETTER) r n _ W W/LOCKING COVER 1-I I I I 111 111 I �'I 11- RED BLUE _ 5 WATERPROOF Q - 6 III O I=1 BLACK— WHITE .—ELECTRICAL FLOW METER PER PLAN Y ;III, - BACKFILL I"IN TURF AASAS (DISTANCE FROM CONTROLLER NOT TO EXCEED 50') Q_ W9. COMPACTION(TYP.) T I I 0 I_I 2"IN SHRUB AREAS— m C FINISH 1 PLAN g DETAIL GRADE LATERAL LINE > (2)PVC MALE _-__ ADAPTOR _ 12 1• CURB (2)_PVC MALE E ` H= I 2• ROOTBALL MAIN LINE (PRESSURIZED) II 3. PVC LATERAL LINE 4. PVC TEE ---� MAINLINE 5. PLANT PIT FLOW CONTROL AND ry 6. SIDEWALK o 0 0 0 0 0 0 0 0 0 0 0 0 0 o ,o 0 0 0 o NEUTRAL CONDUCTORS 1. MAINLINE � 0 q, o 0 0 0 00 o c °0 0 0 o t �o0 0 0 00 0 0000000 p00000%0000 0 00 000000 00oo o b0oOo oo 8. BUBBLER HEAD IN PIPE NOTE: CONTROL AND NEUTRAL 8 `� POLY PIPE W/I/2"MALE ADAPTER o00 00000,000 000 000 00 000 00 00 000 000 0 0 000000 000 0 00 0 0 0 0 0$ c 0 0 0 o 0 0 o CONDUCTORS SHALL BE 10. 4"DIA.X 30"LONG PERFORA p o 0 0 00$ o 0 0 0 0 0 00 0 0 0 o INSTALLED WITH A 3 DRAM LINE FILLED WITH COARSE TO B OW PREVQ4TER MINIMUM OF 18"EARTH COVER GRAVEL SET AT GRADE W/NDS 1 INS MNIhIUM TO VALVES LIGATION PIPING TO BE SLEEVED 0 w I-) g A-3204 ROUND GRATE UPSTREAM DISTANCE DOWNSTREAM DISTANCE SECTION I 3/4"CRUSHED ROCK X LOW METER SIZE 5 X FLOW METER 812E UNDER ALL HARDSCAPE AREAS w O 2 II. 4"HIGH BASE N SHRUB AREAS SLUMP,12"DEEP FROM 12. FINISH GRADE co BOTTOM OF VALVE BOX \ SLEEVING TO BE INSTALLED WITH A`--2"X2"CONCRETE BLOCK!T'fPJ MINIMUM OF 24"EARTH COVER ,a w x BUBBLER BELOW GRADE F 4STER VALVE / FLOW SENSOR A ENCHING og M, TR LLI o TAPE 4 BUNDLE CONTROL WIRE I 2 to Ill 20'O/C(TYPE ZQ EDGE OF PAVING OR "SNAP TITE"CONNECTORS 3 FINISH GRApE 0 6_cc)UJI>o FACE WALL EXPANSION COILS,15 WRAPS (APPLIES ONLY WHEN AROUND 1/1"PIPE(TYPJ 1 ADJACENT) ADAPT TO LATERAL LINE -III III—III III—III—IILW FINISH GRADE (MR LEGEND) VALVE I I =III=1 I=1 1=I I— W I I FIE o 1/2"t -� CHRISTY I.D.TAGS I I l I—III III—III— 12" I I I I I I III—III � � M1N,— I—I 11= w 4■ FINISH GRADE )I I I—II I II I—II I —III-1 4 JN I I—I III=1 I 90q COMPACTED J — _ L=� III- 9 =III b� — — NATIVE SOIL 0 I/2• INTURF,2" IN CROWD .4COD COVER =1=I a I I—I I - =1Ti III-III _ HI-POP SHRUB HEAD B RECT.PLASTIC VALVE OX I =1 < 1 I 5 _ SLEEVE Ir w II i I —I I 1 WITH HINCsED,LOCKABLE TOP - —I I I I m $PRINfCLER LATERAL > UJ, III_ COLOR-GREEN BRAND STATION I.D. LI D Z c' i'i (�i. LLI Z MARLEX STREET ELL 12"MM _ _D � =U Q Ld LATERAL LINE WITH PVC PVC ELL TEE OR ELL 2"x4"REDWOOD FRAME C4MAINLINE SLEEVE U O U Z — 4"PEA GRAVEL MAIN SUPPLY LINE w n W g CONTROL WIRE(TYPJ 6 3„ Y Q Q TO CONTROLLER , Q Z�Q PVC SCH 80 NIPPLE JJ J SCH.80 NIPPLE MAIN LEE WITH TEE OR ELL 1. PLASTIC VALVE BOX W/ 4. ADAPT TO MAINLINE —CONTROL E TRAL WIRES Y W� LOCKABLE COVER,COLOR G Z 11J n DOUBLE SWING JOINT I SLIPXSLIPXFIPT GREEN. EXTENSIONS AS 5. MAINLINE 2 EA.MARLEX STREET ELLS BALL VALVE PER LEGEND NECESSARY a Z Ili g J SCH 80 PVC WICK 6, 8' OF PEA GRAVEL 2. I/2" IN TURF,2" IN GROUND CONTROL WIRE TO OTHER VALVES COVER AREAS 1. BALL VALVE W/TURNING REVISIONS DATE BY COMMON WIRE TO OTHER VALVES HANDLE ON SIDE. 3. FINISH GRADE J SPRA1' HEALD C* w1BALL VALVEOL v/4LvE D PALL VALVE E SLEEVING NOTE: INSTALL CONTROLLER BALL VALVE(TYPJ PER MFG.PRINTED INSTRUCT- - — "BROOKS"PLASTIC VALVE BOX LE MUER ENCLOSURE FOOTING IONS 1 PER LOCAL CODE. WITH HINGED,LOCKABLE, SIZE AND L HA WARE ppOSU Rp PER MFG,RQUIIOIMENTS -- BRASS NIPPLE LOCATION TO BE APPROVED 2/2�N GROUND COVER AREAS) MODEL OLBF-95 (TYPJ E FIELD BY THE LANDSCAPE Ap•NpSCq ARCHITECT PRIOR TO QUICK COUPLER EER am BACKFLOW PREVEN R --� "Y' STRAINER CONSTRUCTION. TOP AND RUBBERRUB ER C -MESH - •M�'K'W' ' L _ WALL MOWT CONTROLLER _ FLUSH IN TURF AREAS 2" - 2"IN GROUND COVER AREAS BRASS ELBOW BRASS ELBOW FINISH GRADE SEE IRRIG.LEGEND FOR MODEL' FINISH GRADE BRASS PIPE TEST COCK(TY ,) BRASS UNION •h-P. FOUR PLACE°"MIN `rT 3 HI-POP SHRUB HEAD/ROTOR 4"MIN 4rf OF CAVE COMMON WIRE/CONTROL WIRES FINISH GRADE "DEPTH MIN A GRAVEL 4"MIN.(ALL SIDES) _ _ I' PEA GRAVEL III I�I I I", .. II SHEET TITLE 7 WITH I/4"RADIUS FOOTING I I—I 1=� L TERAL LINE WITH PVC TOP EDGE - MATCH I"OF OL- I III—III. TE` OR ELL 3" 11" III-1 11�1LI=111 11III—�LI-III. -1� IRRIGATION C ANCHOR BOLTS 30"LONG X 3/4"GALV.ANGLE _� 11 III DETAILS RON STAKE uV 2 6A BANCS i I=1 I I=L=1J 1=1 I L--I I I '" e\U O , —CONCRETE BASE PER = S RE SUPPLY PRE88URE SUPPLY I u i i i�- �J MFG.REQJIREMENTS o PVC BCH 40 LINE-INTAKE III-1 ' -" Lim-DIaCHAR aE t \\ 6'• �� \ �\ PVC BCH 40 STREET ELL 12- ��'° •. .• ��/��/��//� THIS MIN. BBLLOCK(T yp.) 12"BRASS NIPPLE DESIGNED I(,jK'... / / 3/4•X6"8CH 00 NIPPLE PVC SCH 40 MALE DRAWN K� FINISH GRADE ADAPTER(TYPJ PVC STREET ELL ��j\��\�� •• �j\�� OF DIRECT BURIAL WIRING WITM�40 g,��SIN LINE NOTE IF 4"AND LA 3ER SEE THRUST BLOCK DETAIL a CHECKED SCH.80 NIPPLE 18"MN TO VALVES NOTE: DATE 4/30/04 L EfiUIPMENT TO BE INSTALLED AT A MINIMUM OF 12•FROM WALLS,BUILDINGS, 2DOUBLE SWING JOINT IN PLANTIW�AREA sca�E N.T.S. EA.PVC STREET ELLS 4"MIN II 2.ALL ABOVELGROUND ASSEMBLY SHALL RECEIVE ONE(1)COAT RED LEAD 3"F'VG SWEEP ELL PRIMER AND ONE(U COAT PAINT off No. 0402 3.WHEN UNIT IS NEXT TO WILDING,WALL,ETC.TEST COCKS TO BE ON OUTSIDE COO VOLT WIRE IN RIGID CONDUIT(PER LOCAL CODE) 4.PAINT DARK GREEN OR TAN(PER LA AT TIME OF INSTALLATION)5.VERTICAL ORA"RISERS AND UNION MAY BE CHANGED TO GALV./SCH 40 SHEET PIPE WITH WRITTEN PERMISSION OF WATER PERVEYOR ' K 5HRUB POP ON SLOPE H PEDESTAL CONTROLL ER L ® "•1o.asc� "—ly en Lae".a ,•.a s e"moron"»eo"mym o"a e,",o""nr gnm n me:"" 1ne:a""" w QUICK COUP s cre not to De G auce0,c""n"ea c"peC r y 1 ,,,",m"n R C �3r4CK�L OUJ �'R'E1�ENtER' o� a"oe•,. " o,.ma,io"e n"o"n"a m"r n a""rcwt st oetan n"m"..o,.�.ret. w,m"""�.-.,, -- - .. ,.. ..,._ .... ,... .. OF 08 SHEETS PLOT DATE, 4/30/04 I. GENERAL Including eattlinqq of tackPlllad grads below grade,whlch may develop 4. Anaxp areioc ours snoula- idea.[thin 3 Feet of each wire connection EDGE OF PAVING CAPPL ES A. Permits and Fees during the pperldd of one(I ear Prom ddto oP acceptance and oleo to and of each,iron a In direction. Ex onslon curls shall be formed by sure In reppair or re tau e�y dameyaa rseultlnq from the repalrinq or replacing of q 9 _The Contractor shall obtain and pay for any and all,building permits as required. rush defectepat s ad Mandl toes to firs Owner. We shelf make ouch g at least Five(5)terns oP wire arounda I diameter pipe,than withdrawlnc�ho ONLY WHEN ADJACENT) S. Manufacturer's Directions repairs or replacements.[thin'72 hours of notification that repair work Is PIP*' 4, SET HEAD FLUSH WITH ManufacWrer'e Directions and detailed drawl a shall t79 Pollowod In all cases nscesa -th Id time,after receipt o!written notice from the Owner,we I/2"}nq P 5. Field splices between the automatic controller and electrical control valves FINISH GRADE tl nq authorize •Owner to proceed to have sold repairs or replacements will hot be allowed without prior approval of Owner and/or Glt R x HI,, the a draHI tuner of articles used PurnlloPiea directions covering points not made at our ex erne and we.111 the caste and char lob there Pore P PP y shown In the d^awings and notes. upon demand. P Pa! g b. All splices shall be made with Scotch-Lok No.3516 Connector Sealing Packs, " aYl C. Ordinances and ReqMotions Pen-Tito wire connector or approved equal. Use one connector sealing pack FINISH GRADE All local,municipal and state laws,rules and regulations gqoverningq Or relatin Protect, for each space. V I' to an yy portion oP Irrigation work are hereby Incbrporato Into ant!mode a art Locotlom OF thsso notes,and!hair provisions shall b6 carts l out by the Contractor. K. Automatic Gontrollor th thing contalned In these notes shall not be construed tb conflict with an of Signed, The automatic controller shall have the minimum number of stations as Indicated a, ? the above rules and regulations or requirements of the acme. However,won Contractor on the drawings and shall be completely automatic,In operation. It shall these notes call for or describe matsr'lais,workmanship,or construction oP a Address: alsctronlcollyy start the sprinkler cycle Lnd electronically tots the Individual - better ctuall higqhher standard,p'_or larder size than Is required by the above phone, stations. Gohtroller and valve shdll be as stated In the Irrigation legend. I, - miss and re irlatlonn,the provisions dP these notes shall tab pfocsdsnce. L. Volvo Boxes I t Date of Acceptance: D. Explanation of Drawings I. Uso sl"X 24"round box Por all boll valves,Brooks(or approved equal). I. Due to the scale of drawinge,It is not ppossible to Indicate all offsets, III. MATERIALS fittinngqse sleeves,etc. whleh mayy be regblred. The Contractor shall coreafv ly 2. Use 9 1/2"X Ib"X II"rectangular box with green bolt-down cover For all TURF ROTOR HEAP Invedtlb coo the atrucitx•ol and lhlahed condition s a/Peat[ all oP hie work and electrical control valves,G6roon Industrio61416-12B or roved equal. IZ"MIN. Ion old work accord[ I,Purnlehin such as Plttln a etcas be re aired A. General, Uss only new materials of brands and types noted on drawinge, Opp g y gs may q specified herein,o approved equals. meet each condition Drawingqs ors gqeenerallyu Iagqrrammatic and indlcativs M. rinkler Heads of the work to be Installed. Thdwork shall be IhetalFad In each a manner as SP B. PVG Pressure Main Line a and Fittings I. All sprinkler heads shall be of the acme size, and shall deliver the some to crvold conflicts between Imlgatlon eystema,planting and architectural PP Features. I. Solvent welded pia pressure main line piping for sizes 2"and larger shall rate of ealpltation with the diameter(or rod of throw,pressure and MARLEX STREET ELL be PVC Close 51'3. dlseher�as shown on the plans. 2. The Contractor shall not wlllPullyq Metal[the Irrigation system as shown on the 2. PIpa shall be made from NSF approved T1�ps I,Grade I PVG compound 2. Spray Meade shall have o screw adjustment. LATERAL LINE WITH PVG drawlnqs when It le obvious In the field that unKnom ol3etructions,grads cbnPormlnc�to ASTM resin awro on D 1?84. All I s must most dllferaZ or dlscre anclee In area dimensions exist that may not have spa pP TEE OR ELL bean considered In a glnsorinqq Such obstruction or dlPPerenco should be re ulrem nts as sat forth Too S5aqe ]Motkon _pips with an S. Riser Unite shall be Pabrlcated In accordanao with the dotall shown on the brougqhryt to the attention of the Owner or Landscape Architect as soon as ap�ropriats standard dimension(SD.RJ,solvent-weld pipe. plena, Y, Contractor In the event full l responsibility lit not performed,the Irrigation 3. Pressure main line I 1 for sizes 1-1/2'and smaller shall be PVC 4. Riser nl la_.Par all sprinkler heads shall be the same size as the riser Contractor shall assume Pull responslblllGy for any revision nausbary. pp pp r schedule 40 with calve -welded Joints. opening Ih the sprinkler body, it. SUBMITTALS: 4. Pipe shall be made From NSF Opppp ovedWp a 1,brads 1 P/C compound 5. All sprinkler hoods of the some type shall be OF the some manufacturer. A. Material List conforming to ASTM resin apedFlcatlon 1T85. All pigs must meet require- I. The Contractor shall furnish the articles,equipment,materials or processes menu set forth M Federal Speclficatlon PS-22--10 TSovvent-weld pips). IV. INSTALLATION PROCEDURES wpithou led by name In the drawln and notes. No substitution will be allowed 5. PVG solventtiHold fittinngqs shall be Schedule 40 I-2,II-1 NSF oved A. sit.condition. - 'GH.80 NIPPLE SITE � without prlof wrltbn approval b Owner or Landecgpa Architect. conform)nnqq to meet ASTM test procedure D-2466 a!manufactured by I. Exorclee extreme care in excavating and worklnq near exiating utUltlea. AND LENGTH AS REQUIRED 2. Equipment on materials Installed on furnished without prior approval of the Dura Industrlee. Contractor shall be responsible for damages to-Utillties which are Caused by Z) Owner or Londeccaappo Architect ma be rejected and the Contractor his opperations or neglect. Check existing utlllty drawings for existing utility O w O required to romoVe ouch materials fromthe site at he own expense. b. Solvent cement and primer for PVC solvent-weld pipe and Fittings shell be locations. DOUBLE SWING JOINT L'Lrt P of type and Installation method prescribed by the manufacturer. 2. Coordinate Installation of the sprinkler Imigc�atlon materials,Including pippe,so 2 EA.MARLEX STREET ELLS V W O 3. Manufacturer's warranties sholl not relleve the Contractor of his liability T. All PVG pipe must bear the following markings, there oha11 be NO Interference with the utilRIles or other conntructlbn dr M under the guarantee. Such wfinrantlos shall Only supplement the guaranfee. dllflculty In planting trees,shrubs and ground covers. s. H O B. Record and As-Built Drarvinq a a. Manufacturer's name. ,t �I I y,. O ROTOR w Q U q b. Nominol I e olio. 3. Gontroctor shall cargafullu check allpgradoa tog atLPyImselP,that he may J�/"\') IA�I I. The Contractor shell provide and be upp to-dote complete daHpullt PP 000ed before startin work on the a inkler Irrl atlon stem. '^ drawinngqe indlcotlnq location sizes,andpklrldo oP equipment installed. Printe c. Schedule or Glass. ' v/Z Par this purpose fiey be obtained From the Landscape Architect of cost. d. Pressure rating In P.S.I. g, lyg�y.�pply 2. Sprinkler heads shall be Installed onlyafter Flushln of the system has This lost OF drawings shall be kept on the site and shall be wed only as a e. NSF(National Sanitation Foundation)approval. 1. Inkier Trrl anon s stem shall oo connected to water supply points of been accomplished to the complete atbPactlon o the Owner. -W hi� 0 g o record set. Ae qq 44 It drawings sholl be prepared by the Contractor. p' co nectlon a5 Indicated on the drawings. P. Date of Extrusion. M. Sprinkter Heads Q J 2. These Contractor eFqo shall oleo nerve oe work progress sheeted and the g. U.P.G.5hleld Logo(IAPMO rpproval). 2. Conroatlone.hail be made at approximate locations as shown on or Him I. Install the sprinkler heads as dellgnot9d on the drawings.gprinkl�r heads to H O Contractor ePlall make neat and[edible natatfone thereon daily as the work Contractor Is responsible Par minor changes caused by actual site condlClona. be Installed shall be aqulvalent M 311 respects to shoed IterBlzad er plans proceed.,showlnqq the work as It IS and$Kq Installed. These drawings shall 8. All fitskas shall bear the Manufacturer's name or trademark,material and In details. Q C)W 00 be available at all times For review and shall be kept In a location doelgnaflon,size,applicable I.P.S.schsaiuls and NSF seal of approval.designated by the Omor or Landscape Architect. PP C. Electrical Suppplyy CO LU O C. PVC Non-Pressure Lateral Line Piping I. Electrical FPnectlone for automatic controller shall be mode to electrical 2. Spacingq of heads shall not exceed the maximum Indicated on the drawings. 3. Before the date of the final observation,the Contractor shall transfer all P g points of connection as Indicated on the drawings. In no c35e shall the spacing exceed the maximum recommended the Information from the"as-built"prints to an ozalld sepia myylar,procured from 1. Non-prsesurs burled lateral line piping shall be PVG class 200 with manufacturer. the Landscape Architect. All work shall be neat,In Ink ar5d subject to aoIV nt-weld joints. 2. Connectlns shall be made at approximate locations as shown on drawingqs. s approval by the Owner. Contractor Is responsible for minor changes caused by actual site condillona. N. Existing Trees 2. Pipe shall be made from NSF ap roved,type 1,Grade II WG compound Hirers It In necessary to excavate adlocant to existing Cress,the Contractor 4. The Contractor shall dimension from two(2)ppermanent points of ra/erence, aonPorming to ATEM resin spealf action D-fT84. All pipe must meet D. Trenching shall use all possible care to avoid Inlury to trees onartrae roots.Excavation bulldinq corners,sidewalks or road Intersectlonlo,etc.,the location of the re ulremints sot forth In Federal Speclflcatlono pe-'22-90 with on I. DI trenches stral ht and support pipe continuously on bottom of trench. Laq In areas where 2"and larger roots ollafr shall be done by hand. All roots 2" m ; roprlate standard dimension ratllo. p e to an even q�ads. Trenching excavation shall follow layout Indicated oR and larger In diameter exaeppt dlrectly In the path of pplpe or conduit,shall be follow g Items: swings and as oted. tunneled under and shall be heavll4 wrapppped wlth burlap to prevent scarring or a. Connection to existing water lines, 9. Exupt as noted h pan Ins 1 and 2 and part B of this eectlon,all exceaelve dr lnq. Where a dltchl.2l maLMlne le run close to trees having rOats W b. Connection to existingelectrical ewer. reqquPaments for nohprdasuro lateral the pipe and Plttingq.shall be the 2. Provide a minimum of 24"OF cover for all pressure supply lines 3"and 4"In smeller than Tn diameter,the.loll[of the trench adjacent to the tree shall be LU P ea Ao as!or solvont-wold pressure main line pipe and fitCinge as set forth size. hand-trimmed,making clean cvta through Roots I"and larder In dlomatar shall J> e. Gate Valves. In part B of this section. be painted with two 72)coats oP Tree Seal or equal. Tre6eheI adlmete s Q d. Routingq oP sprinkler pressure lines(dimension max.100'along routing). 3. Provide for a minimum cover of 12"for all non-pressure lines. trees shall be closed within 24 hours;and where Ehla Is not posalblb the aide O a. 5prinkrir control valves. 4. Non-preeevre lateral line pplpplrp Metalled on Nopa surface shall be VVR- 4. Provide for a minimum cover Of IS"for all cable wiring In condult,and 24"Far of the trench adjacent to the tree shall be kept shaded with burlap or canvas. P. Routing of control wiring. PVC,schedule 40. PIpe shall ISe PVG 1120 T1ype I,Grade I,manufactured direct burial cables. O. Field Quality Control J In accordance with A57M designation 0-1165. Pipe shall be manufactured I. Adjustmaynt of the system `Cc 9 Quick coupling valves. by Brownlhe Pipe Company. E. BackPllling h. Cc Other related equipment as directed by Owner. I. The trenches sholl not ba backfilled until all required testa are performed.S. Fittings shall bs WR-PVC 1120,Type I,Grads I,manufactured In accordance Trenches shall be care Full backfllled with the excavated matsrlale roved a. The Contractor shall Plush and adjust all epprinkler heads for optimum LLI Z 5. On or before the dots of the Final a royal,the Contractor shall deliver with A5TM deal tlon D-2246. Flttln a shall be schedule 40,and y performance and to prevent possible ovens ro onto walks,roadways, r U p y pp u for backPlllMq,consisting oP earth,loam,sandy clay sand or other apa�hppoved P 9 _L one(I)set of sepia m lard of aa-buIIC" Imo to the Owner. Dellverry4 oP the manufactured log Brownllne Pipe Gomp ny. materials,Pr from I ge clads of earth or Dtonee. BackPlll shall kSBr and buildings as much as possible.seplas will not r hove the Contractor o the reaponslblllty of furnish 9 Q required Information that may be omitted from the prints. 6. Solvent cement shall be BroHnlho Bond-This Cement conform) to the b. IP It Is determined that odiustmente In the rrl otion s ul ent will rovldo O U msehmleollyy eompaeesd In landscaped ansaa to a dry density aqua[to p p q f G�ntraetorg shall make aueh Z C. Controller Charts requirements of ASTM designation D-2564. Apply an approve primer ad ocont urldllotu,•brd Boil In lasting areas. BdckPlll rGlll canPbrm to adjacent proper and more ads ua a coverage,the I. Aa4pullt"drawln�qa shall ba pared by the Contractor and drawln s shall be prior to the oppllcatkm oP Brownllne Bond-Title 5olwnt Cement when gr5dee without dips,sunken areas,fiumps or other aurPace rr ularlEle�. odlustments prior to plmtinq. Adjustments may also include changes In q pp s M1 q joining UVR-PVG pipe and Pltting GonnecHorro. e9 nofzle sizes and degrees oP arc as required. w W g approved by the Owner befor the co troller charts are preparoa. 2. A Pine granular material backelll will be InlElallq placed on all line. No fore) n Q 2. Provide ens controller chart for each controller supplied. T. Riser stabilizers shall be per detail. matter larger than I/2"In size will be permitted In the Initial bockPlll. g a. LoworMnq raised sprinkler hoods by the Contractor shall be accomplished Y O .[thin I days aPtor notlPlcatlon by Owner. a 8. Pipe stabilizer shall be per detail. 3. city. n of trenches will be permitted only with approval of Owner and/or d. All sprinkler heads shall be set perpendicular to finished grades unload Z W 3. The chart shall show the area controlled bu the automatic controller and 9 p - �Z�Q shall be the maximum size which the controller door well allow. 9. Riser adapters shall be of WR-PVC material with cocking screrva and shall Glpy, otherwise designated on the plane. J W U 4. The chart le to be a reduced drawing of the actual as-bullt aystom.However, be Brown[ a No.SHR-550,BRA-500,on SRA-TOO. 4. If sett[[nnqq occurs and subsequent adjustments In ppipe,valves,sprinkler heads, 2. Testing of Irrigator a stem Y In the event the controller sequence Is not Is�Ible when the drawl Is [own or�lmtlnq,or other conetructl6n we necessaanryy the Contractor shah 9 9 9 2 qG D. Braes Pipe Fittings make all rs ulFFad ad wtments without cost to Owner'. a. The Gontroctor shall re oat the presence oP the owner at least 48 reduced,It shall be enlarged to a size that will be readable when educed. P q j Mourn(two working doye)In advance s testing. I^ w Q Y Z I, inhere Indicated on the dr o.nMqs use red brace screwed pips conforming F. Tronch.1i and Backfill Uhdor Pavinqq F S. The chart used I a bite th a or a of co ozalld print and o statiodiffen, ant color to Federal SpeUFlcatlon No.Ys'i-P-351. 1. Trenches located under areas Ahere ppavrq t}*phaltic concrete,or concrete n shall be used to Indicate the area of coverage for each station. 2. Fltthgn shall be red brava conforming to Federal SpeciPlcatlon No. will be Metallepd�psir)pII be UacmkpPllled wlEh eogn71 Pa IayLer C"below the pipe and b. Tent all pressure Iho*under hydrostatic pressure of 150 Ibs,per square z LL.g g 6. Moen co Istpd and approved,the chart shall be hermetically sealed WW-P-�O• polc,n!undlsl.vrbedaioll and shalBl Ii1C I�n1a llrm�urfyI�Idingn co^d�lo xletAlnlq prior �� o e�teorplgheGeSt'ngonoi eQs�reS main Ilnea shall occur between Cwo(2)places oP ploetic,each pleas being a minlmvM of 10 mil thick. E. Copper Pipe Fittings tr6Vn undll be left Plush with the ad IoP nIqn gqrrfirm The a rinkler Irrigation atil G T. These charts shall be coommppleted and approved prior to Plnal Plead I. Copper Ipe shall bs •'K',hard tempered ASTM B88 and Plptinge shall Gontroctor shall set In place,cap andjpree3ufa tent all pl uing under paving G. All plpinq under paved moos shall be tested under hgdroatatic pressure observation of the Imlgatldn system. be wrou�ht eoldor join In accordwire with ANSI BI6.22, prior to the paving work. of l50 IISe per square Inch and proved watertight prl5r to pavldg. REVISIONS DATE By D. Operotlon and Maintenance Manuals 2. Joints*hall be soldered with*liver soldier,45%silver,15%cop por,16% 2. Generally,piping under exl.tlnq walks le dons bu lacking,boring or hydraulic d. Sustain pressure In lines for not lone than 3 hours. It looks develop, r I. Propane and deliver to sirs Owner.[thin ten(10)calendar days prior to zinc 24%cadmium and*older at 1125 F,conforming to ASTM B 206 and driving Wirers do4 auttIna or breaking of aldewdlKa mcVor concrete'la replace joints and repeat teat until entire system le proven watertight. confpletlon of construction,two(2)hod cover bindero with there rings Federfil SpeclPlcatlm QG1B 0065i, neu53ary,It shall be ddna and replaced by the Contractor as part of the a. All hydrostatic teats shall ba made only In tiro resents oP the Owner.No { cmtalning the following Information: contract Loa;. Permission to cut or break 61dewalks and/or concrete shall be 9 p obtained From the Owner and/or City. No hydraulic driving will be permitted pipe shall ba backPllled until It has bean Inspected,tested and approved. F. Thrust Blocks under concrete paving or A.G.pavhTg. a. Index sheet stating Contractor's address and telephone number,II*t of I. Thrust blocks for rindq-tits pipe shall be of size and type required by the f. Contractor shall Furnish necessary Force pump and all other test eqquippment with na ee and addresses of local manufacturer's represent- manufacturer's Insto otlon guide. 3. Provide a minimum cover of la"between the to OF the pipe and the bottom equipment. ,. atfvba. pp p p j of the re ate base For all ressurs and n6n- reasurb In Installed When the sprinkler Irrl alien system la completed,perform a coverage 2. Farm thrust blocks In such a manner to prevent any concrete Prom coming qq qq pp p p p q teat In the resents b. Cat0IOq and ports sheets of every type of material and equipment In contact with the pipe. Thrust blocks shall be beilwoon solid soll and Fels under aaM2010.concrete pavintj. All sleeves under paving shalt be Schedule g' P qq 9 P p g InstallsZl. Pitting. 40 PVC. p dP the Owner to determina IP tin water coverage for planting areas Ia complete and ado uate. Furnish oil matsrlale and a Guarantee statement. Co. Oulck Coy I Valves G. Assemblies perform a work rectulre to correct an Inade ugcas of Coverage due -' IInndg I. Routing of sprinkier Irrigation lines as Indicated on the drawings le dlaq�om- to deviations From plan,or where the system has been willfully Installed as I. Quick g pionq re of 1 shall have a one or two pplots body designed or Par matic. Install lines(and various aasemblles)In such a manner as to Gorfform Indicated on the drawinge when It is obviously Inadequate, .[['Moat bringing d. Complete operating and maintenance Instruction on all major equipment. wwonking prelo3ure of 150 P.S.I.operable with quick couplet key Lr awlvsl with the details per plena. this to the attention of'sire Owner. This teat shall be occomplbhed 2. In addition to the above mentloned maintenance manuals,provide the y before any ground cover Is planted. r,icurtW maintenance ersonnel with Instructions Por p 2. Install NO multiple assemblies on plastic Ihse. Provide each assembly with h. Upon completion of each Mesa rF work,the entire system shall be tested ��a appropriatep Mayor equipment. 2. 0ulck coupling valves shall be par detail. Its own outlet. p p st E. Equipment to be Furnished H. BackPlow Prevention Unite 3. Install all assemblies spoclhed herein In accordance with respective detail. and adjued to meat site requirements. I. Supply the appropriate maintenance personnel wlth the following tools: In absence Of detail drawings or speUFlcatlons pertainlnq to specific Items P. Field Observation Schedule I. Indicated on the tersdra and/or vacuum breakers shall st of size and a ae required to complete work,perform such work Irl accordance with Owner. 1. Contractor shall be responsible for notifying Owner In advents for the a. Two(ti seta h spoof[prole required for removingq,disassembling and Indicated on the drawings. All sprinkler Irrigation systems that ors Geln Following field observatlons according to the time Indicated: adjusting each type of sprinkler and valve supplied. water from the potable water system shall I`egvlre 6ackllow prevention. 4. PVG Ipe and Fittings shall be thoroughly clomed of dirt,dust and moisture All backltow prevention unite sh611 be Irotalled In accordance with bet 0 Installation. Installation and sal Vent Holding methods shall be as d. Pre Job conference-2 days prior notice Sfgr b. Two(2)five(5)foot valve keys for operation of gate valves. rs ulremento set Forth by local codes and County Health Department recommended by the pipe and Pltting manvPacWrer. f OF CPL�F� requirements. b. Pressure avpplu Ilse Installation and testing-2 days prior notice c. Two(2)keys for each automatic controller. 5. On PVG to metal connections,she Contractor shall work the metal con- 2. W{yy�r Strainers or backflow ppr%onlon units*hall have a bronzed screwed nectlon*first. Teflon tape,or approved oauol shall be used on all threaded c. Coverage tests-2 days prior notice SHEET TITLE d. One quick coupler keyy and matching hose swivel For every Pive(5)quick bbdy Por lolzae 2"and amalfer and 125 Ib.cast Iron flanged body For sizes PVG to P/G and on all roads PVG to mbta�Iolnts. Light wrench pressure coupling valves Installed. 2 I/3"and lardqer. All sudqs strainers shill have a minlmu5i 30-mesh mono! Is all that Is required. Where threaded PVC cofnectlono are required,use d. Final Plead observation-2 dogs prior notice _--,- -m screen and sh311 be elmllOr to Salley No.IODB or approved equal. threaded P/C ddapters into Hhich the pipe may be welded. g' y P IRRIGATION 2. The above mentioned aqulpmo�t shall be turned over to the Owner at the A. Maintenance conclusion of the project before final site observation can occur. I. Check Valves H. Line Gleorance 1. The antlre sprinkler irrlgation system shall be under full operation for a I. Swlnqq chock valves 2"and smaller*hall be 200 lb.W.O.G.bronze cm- All lines*hall have a minimum clearance of b"from each other and Prom Ones of period of T days prior fo any planting. DETAILS F. HanThe Con Contractor PVC,Pipe Flttlnqq* meet orlon with replaceable composition,ill neoprene or rubber dive and shall other trades. Parallel lines shall not be Installed directly over one another. 2. The Owner reserves the right to Halve or shorten the operation period. The Gontroctor is cautlaned to exercise cans In hmdlMqq loatllnqq unloatllnq and meet or exceed Federal Spaclflcatlon WW-V-51d,Glass A,Type IV. storing of PVC,flttingqa. All PVC ppipe shall Ile Plat so as�not to 3�ub Iect It to I. Automatic Controller undue bandin of colfcentrated a Iarnal load at mor�y point. ,emu iealon OF pipe 2. Anti-drain valves shot(be of heavy duW yrgln P/G constuction with F.I.P. Install as per manufacturer's inatrucnon. Remote control valves shall be 3. Landscape Irrigatlon system shell ba fully maintained by the Contractor Par o that hoe beer dented or damaged will be dl*cardeil and,If Ins lied,shall bb Aread Inlet and outlet. Internal paste bhalFbe stainless steel and neoprene. comocted to controller In numerical sequence as shown on the drawings. of 90 ago prior to flrfal acceptance by the Owner. This period may be DESIGNED K,)K replaced with new piping. Pipe and fittings shall not be stored In direct sunlight. Anti-drain valves.hail be hold ddlwtable and must provide from 5 to 40 extended lP the maintenance provisions are not mat.gh Poet of head. Antl-drain and sxc sa Plow valve*hall bs similar to the Valcon J. High Voltage Wiring for Avtomatic Controller R. Glean-u DRAWN G. Guarantee ADV or approved equal. I. 120-volt power connection to the automatic controller shall be provided by p K.11C I. The guarantee for the sprinkler Irrigation system shall be made in accordance the Irrigation Contractor. Glean-up shall be mode as each portion of work progresses. R.PVSe and with the attached Form. J. Control Wirinnqq excess dirt shall be removed From the site,all walks and povinqq shall be CHECKED I. The old Installed system shall be Installed In accordance with the National 2. All electrical work shall conform to local codes,ordinances and union broomed or washed down,any damage sustained on the Hark oPothors shall be ,j 2. A coppyy o!thequ arantoe form shall be Included in the operations and Electrical Cods most recent)q adopted by the Glty. Connections between the authorities hove jurlsdiction. repaired to original condltlone.maintenance mdrlual. automatic controllers and the electric c trol valve$shall bo made with DATE 4/30/04 direct burial copper with AWGHI.F 600 volt. Pilot wires shall be a different K. Remote Control Valves 5. Final Field Observatlon Prior to Acce tanco 3. The guarantee form shall be retyped onto the Contractor's letterhead and color wire for each automatic controller. Common wires*halt be white with a Install where shown On the drawingqs and details. When Grouped together allow P Me contain the following Informaation: different color stripe for each automatic eontrollor. Install In oacordmoo at least 12"between valves. Inet3ll each remote central valve In a separate I. The Contractor shall operate each system M Its entirety for the Owner at SCALE N.T.B. with valve manufacturer's apecRlcatlons and wire chart. In no case shall wire valve box.Contractor shall band all Valve Boxes. time of PMaI field Meppdetlon. Any Ise&e deemed not acLoptablo shall be Vie hereby g orontee that the eprinkler Imlgation system we have Furnished ells be Isloe tom No.14, reworked to the complete satisraction OF the Owner. JOB NO. �2 and instalTeTJ la free From defects In materials and workmanshlp,and the L. Flushinngq of System Hark has been completed in accordance with the drawing and notes. We 2. Wirinq*hall occupy the some trench and*hail be Insta led along the same h A, all 4! a r.nk1or ipe lines and risers me In place and connected,all 2. The Contractor shell show evidence that the Owner has received all charts, agree to repair or replace any defects In materials or workmanship, rout6 as pressure supply or lateral Ines wherever possible. necessary diversion Hock has been completed,and prior to installation of accessories,record drawinge and equipment as requred before Plnal field 3. More more than ono Hire Is laced In a trench,the Hiringshall 120 to ed eprinkler heads,the control valves shall be opened and a Pull head of water observation con occur. SHEEP together at Intervals of 10 fat. P used to flush out the system. 3. End of maintenance shall occur only on the Hrlttan acceptance by the Owner. IRRIGATION NOTES L-4 eNM to*•cup•den Lcb,LLL wOr••HY roseroe,V common 1"w' Du , y ponrithoul IiM oDtp slid IM apnea naa� .. •.,. _.. - ,..., + - _. ...0 .. ...._. ... ,.. , ... OF Ge SHEETS cg - ar•,Pl. ty,qht.n th-Daa. PmabM o,.e oY lnw beb UYM ihi,U a J S pans•ion. .. ., PLOT DATE, 4/30/04 � S = p�Yg < FRANKL I N « j I _ •89381ie. •+. 'e ��i. 01 i i I• �• ° I I I ,� -,I - 66 ae S - O FL 86. OF PLANT LEGEND `85., TC - - BOTANICAL NAN£ SYMBOL OTT. COM'ION NAME 617E SPACING RF7IARKB TREES I ' I IT / \.\ D G T3RADTORD' 14'BOX REFER TO PLAN BRADFORD FEAR 4 16'x RD.6- FIFJFR 8 TO DETAIL'S' _.__ • .• , IS FODOCARPUB GRACILIOR 14'BOX REFER TO PLAN LOW BRANCHING REFER TO DETAIL'B'O - \ FERN PINE I8-20'x 1-e' OHM L-1 O F--M cr n GIEJERA PAR✓-OLIA 24'BOX REFER TO PLAN STANDARD REFER TO DETAIL'S' W CD AUSTRALIAN WILLOW W-Ib'x b-1. SHEET L-1 fr c �t 18 SYRAG US RCMANZOF AMA 12,BTH REFER TO PLAN 13413 OR REFER TO DETAIL'A W Q GEJEEN PALM BOXED SHEET L-1 (n Z U T f r } ____ j �...._ __. \\-•\ \ '`�` SHCUN LINEAR DEEPRDOTDBARRIERS.WITHIN SHALLFROM ANY UTILITY OR HARDSCAPE SHALL RECEIVE REFER TO DETAIL E <LLJ::D c\I Lij _ / OLo -- �-- 81N�UB8 t o �BI1 M CD> __-.--- -- 513 X U5 MU.rME N BEAUTY' 5 GAL 3'O MAINTAINED 30- REFER TO DETAIL'D' JAPANESE BO)4UOOD ABOVE FINISH GRADE SHEET L-1 _-- g. O F� Sb CISTUS PueRAwas 5 GAL 4'OC. REFER TO DETAIL F' ORCHID ROC]CROSE SHEET L T 38 CGNVOLVUlyB MNJRITANICIIB 6 GAL 2'-b'OC- REFER TO DETAIL 9' - 7g_ o \ GRO ND MORlRYe GLORY SHEET L 1 LLI ® Sb CAWVILLEA NOELLII' 5 GAL- 4'OL. �FER TO DETAIL F J { O NUN. SWEET L-1 0 0 W HELLANITF eAr NUMMULARIIM 5 GAL 3'OC- REFER TO DETAIL D' s r -- 4- SWROSE SHEET L-1 \LLI W � 312 HEPEROGdLL18 HYBRID'YELLOUI' I GAL 1'OG REFER i0 DETAIL 7' LLI Z _—_-. �yf 4 /-% ° •`: `� \ YELLOW DAYLILY SHEET L-1 LU Im6 LAVANDULA AWGUSiFOLIA 6 GAL 3'or_ FIFER TO DETAIL 9' Q O • _ I I •••.'' • "� ENGLISH LAVENDER SHEET L-1 {A U OOZ 90 PUR-E FOL 8. IN&RA' 5 GAL 4'OL REFER L-DETAIL F' W W g PURPLE wLNTaw GRaeS SHEET L-1 Q O - Y T5 FHOITI0.M TENAX'&NDOSIR' 5 GAL 5'OC. BE-f ROO713ALL 1' REFER TO DETAIL b ; Q.6 Z LLJ NEW ZEALAND FLAX ABOVE FINISH GRADE SHEET L-T Jz—a_ ` •°° S6 RNAFNIOLEPIS MDICA'SPRMG TME' 5 GAL. 3'OG REFER TO DETAIL F' J (.,) J ° C + ti m INDIA kAWn4ORN SHEET L-1 Y W(n jc __ I Z W 0 GLAD COVER z°g z 71 _` a C _ �-- rn `\ N07 MYOPORIM PARVIFOLIA ROOTED 12,OL. TRIANGULAR R[ER TO DETAIL W 71.16 FS ` \ —�� I` / THRO"ICUT ALL SLOPES CUTTINGS SPACE SHEET L-1 I. Q— TO RECEIVE SHF11155 70.84 TC ' 72.00TC ^N / TUFF REVISIONS DATE 0.34FL 0.8c:% —_^4" _ 0.83% 70.50FL / •° SOD DETAIL MAR4THON'l11 �TO CET 59.97 TC r —— — TALL FESGE 69.47 FL J - - - - -- - - 7.28 TC 7 .2 TC 77 36 C —�— - -7 FS 7.70 70 86 \\� / / - MISCELLANEOUS \l NOT ALL PLANTER AREAS,EXCLIDM SLOPE 5, TO RECEVE A 2'THICK LAYER OF MEDILM GRIND ORGANIC WOOD SHOWN CHIPS. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL,PRIOR TO INSTALLATION. Ll co__— I - __._•> '' "I I I "? r / -o~ -•-•-• b'x b'CONCRETE MOWCUfffi REFER TO DETAIL'C ,� - ..-,,..... /(�❑ II II NOF�i r r ,�/ --- I S I I i; I ❑ / SHEET L-1 ; I IJDSCq REFER To-QLANTMG NOTES FOR MTHODs of WORI0t4N5NIP AND MSTALLATKM - N O �• I a C N � - _ 71.05FL _ NIn • - out i/ ,� OF CPUF oll SHEET TITLE 5 _ 5 ���,� ,`° �F f PLANTING AOF PLAN G DESIGNED K._. K 70.71 F 2'THICK LAYER OF / _V� I Y 71,24 '1 8u MILC14 THROLIGiHOUT ci G - DRAWN • ---- I /1.90 TC / �I= = ? CHECKED MATG H.ME WE SNW L-b /t` L6E, o - I "_-- ••a L�� 2/! DATE 4/3 0/04 € f A CALL 30402 JOB No. \- .-I I N I I I I - .__..�_. I ]:( j I ...fit:.:_, 2•Y': .�'l:'',-'..... O SHEET OF OB SHEETS 'LL . .MARt tiY-:4 s3'f gbR4a5VA:�tvew.ew,at-nF uet m ®KM Inntluape—it—. to aprevy reserves its c°mmon°r-<opyngM antl oNer propMY ngnb tn...von.. mex pens on na to rx r.proeucc° c o 9e°or cop ea n ony Corm or manner rno r,nor ore tnry t°M°sy9netl b ony In ro p°rty maul fret ont°ri g..e p ss wnll n perm ss on �- • •�- '"� ~ ,.s •�` "-* - F ".e.. • " PLOT DATE, 4/30/04 11 / I I I I (.�vl ♦ S � Ilk bi 00 05F a_ 1. L J7LFI / p nn �� , ♦♦♦ y�ry�N� ',�„ \ _ �? ,'Y 9 FS • w sV� s _ Ev, r <-c4 _ ---- L_. .may'fir♦ a. ' ,''d �, s �!�♦♦ GAP =;,-4r "f � \\ Cal --- � 7L21 7 C ♦♦ i ��� �� '6 r„' � �" 2'T14ICK LATER OF IkET ■■ ����������■..CHL�IIIE EE■BF ::� -24 i���u�a��7ii�Hiso���lMA.�������������•��■ 1FamnoTTyr. uTNUNN ■■ ��•� /rye° �Y \ f ``;}X�r �' \ 90 1.4 : • _.- I I -- - o. ."-- � =•ten: - h `•Y'��~ I _ I'llp v _.. ..___. I _....__ � _ ,.. • \ / � ' '�G '•.� icy -y�^a�••• - f co I 61 a - '• ..Y•�"^•%S- O W O �K • � I I I I I I / \ I j , .:�:'-r-' .�t �: �:`-'�ie��.':}..`•.;'vrr• }. � ��M e k l ,. I I — I I ., I •.. _ _ •Y�j -.;:4 • 'yr S+..r O L M Q F ' —. I I I I .._._.__ I 1 I � , _ m / \ i PLANT LEGEND � �01Z , - - - 1 QcMw0 ._. —'_-. o ANICAL NAME CL CO�M - - __..-" 5YMOL I QTY. CC40MMCoN NAME SIZE SPACM REMAW,6 REFERENCE TREES • S ° 12 PYRLS C.BRADFORD' 24'BOX REFER TO PLAN STANDARD REFER TO DETAIL'15' I > > I BRADFORD PEAR 4-16'x 6-1' ONSET L-1 b PODOC1Jfi118 GRACILIOR 24'BOX REFER TO PLAN LOW BRANCHING REFER TO DETAIL'B' LLI LLJ > F FERN PNE I8-20'x 1-S' SWEET L-1 J> Il GIEJER4 PARv'IFOLIA 24'BOX REFER 10 PLAN STANDARD REFER TO DETAIL'B' 00 AUSTRALIAN WILLCW - H-K'x 6-l' ONSET L-1 -, �- _ ----68--- LLu ` ' i �q) RIB lB BYRAG ROMANZOFPIANI'1 Q'BiH REFER TO PLAN BIB OR REFER TO DETAIL'A' � /,1�' - -- - - OIEEN PALM BOXED SWEET L-1 LL Z --- CIE �MJZ U -I I I Flt ANY UTILITY OR NARDSCAPE&WALL RECEIVE AIL E NOi ALL TIME LOCATED WITHIN 10'PROM REFER 70 DET 811O1N LINEAR DEEPROOi BARRIERS SWEET L-1 �+ 0 V Z 0 &1Rl1Bo 513 BU)M MU GREEN BEAUTY' 5 GAL 3'DC. MAW.ANM 4 30• REFER TO DETAIL V { Z a _ • JAPANESE BOXW100D ABOVE FINISH GRADE SWEET L-1 Z 9 Q a- ---64 86 U8TUS FUR'UREUB 5 GAL 4'OL REFER TO DETAIL F' "W Lu V -- -. ORLWWD ROCKROSE SWEET L•1 Z 111-0 -- — .... 0 38 CGMKDLV`JL.UB MAUPoTANIWB 5 G,4'. 21-6.OG REFER TO DETAIL'D' LIJ Q Y Z GROUND MORNMG GLORY SWEET L-1 Z L n g -_ .— �2 ($p� - ® 86 GREVILLEA NOELLII' 6 GAL 4'04 REFER TO DETAIL F' s - - NLK SHEET L-1 ... REVISIONS DATE BY 90 FWELIAWNTFIB'IUM NUU'F11ARR1M 8 GAL. 3'OL. REJ�R TO DETAL 9' �,0 54.301C � _ - ---- ------ -----_ - d 8 SWEET L-1 5 -5 3.SO FLFL 322 YELLOWGA YI-I HYBRID'YELLOW' I GAL. 2'OL° REFER L-DETAIL p' — -- --- - YELLOW DAYLILY SHEET L-1 �FL p105 LAVAI+A"AWMTFOLIA 5 GAL 3'OL. REFER TO DETAILV7.7 SS _ _�- MrLISW LAVENDER SHEET L-1 p 80 PERd118ETUM S.'RJBRiM' 5 GAL 4'OL° RITER TO DETAIL F' RRPLE FOUNTAIN GRAN SHEET L-1 _._._.... _ •. + l5 FHORMIUM TENAX'SINNDOWNM 5 GAL 5'OL. SET ROOTBALL 2' REFER TO DETAIL TD' NEW ZEALAND FLAX ABOVE FINISH GRADE SHEET L 1 CONCRETE OI7CH 3 f1 WIDE, 7 FT. DEEP W 95 Po-L4PHIOLEPI8 MDICA'BPRUG Tt'E' 5 GAL 3'Of- R3fR i0 DETAIL F' NDIA HAWTHORN SHEET L-1 - C L.--= On GROUND COVERS �[ # MYOPORUM PARVIFOLIA RDOTED 12'OL. TRANGIU.AR REFER TO DETAIL G' `T T BFIOUN TWROUG40UT ALL SLOPES CUTTUYaB SPACE SHEET L-1 r"4l TO RECEIVE SHRUBS P OF GIaJF� TUR' ` MARATHON'II.' SOD FEFER TO DETAIL°rl' SHEET TITLE TALL FESCUE SWEET L-1 PLANTING PLAN NOT ALL PLANTER AR=AS,EXCLUDING SLOPES, TO RECEIVE A 2'THM LAYER OF MDIUM GRIND ORGANIC WOOD SIWCUN CNIPB. CONTRACTOR TO 51-119MIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL,PROR TO INSTALLATION. DESIGNED K1K ....... 6•x 6'CONCRETE MOWCURB REFER TO DETAIL'C' r SHEET L-1 DRAWN KJK ,2 NOTES: REFER TO PLANTING NOTES FOR M 74008 OF WIOfPotl'1ANBNIP AND NBTALLATIOk CHECKED DATE 4/30/Wa4 SCALE I"•3m'-F1" { ® JOB NO. 04M,. SHEET L-6 I OF 06 SHEETS KDn L Osco a enittls lLC a..es ecenac is common a,co r M1t one ner r r npl.— - " :._•»<,`�` ..:"-- s...................... ............., .-_x .+,,.. ... ,... © D D Y pY 9 of poperty L to'nIDece . iDe p ns ore not o D reproouceD c pnQeD o coD eo'n ony form or rtonner°Doteoever nor ore to De to Nr p expaes permisvion. s � � "' •ocspneo onY to ra part IDoul lira!oDt"intn Ns "rilUn _ PLOT DATE: 41WI04 APPLY 'OSMOCOTE' SLOW- I RELEASE FERTILIZER ON a SURFACE OF PLANTING PIT PER MANUFACTURER'S DIRECTION. p3aw i ___ III- I. 4" DIA.VERTICAL PERFORATED -1 I III- 4 DRAIN PIPE.CONNECT TO PIPE 4 F SURFACE. WITH BASE OF PIT AND GAP SURFACE.SURROUND PIPE WITH " I-I I=I I-III= = FILTER FABRIC. 2. ROOT BALL. TOP TO BE In I- 6 I II I L I I I I II I z ABOVE FINISH GRADE I I 3- 3" HIGH BASIN-FOR ALL 2 TREES PLANTED IN LAWN, RAKE OUT PRIOR TO LAWN I- I I-III-III- I- S 3 PLANTING. I. 2000 PSI CONCRETE MOW STRIP. 4. FINISH GRADE g SMOOTH TROWEL FINISH,NATURAL GREY, m 5. MEDIUM GRADE PLASTER 2 X DIAMETER I/4" RAO.TO ALL EDGES. -III = - SAND BACKFILL,WATER- OF ROOT BALL INSTALL 1/2" PREFORMED EXPANSION JETTED INTO HOLE FOR 3 JOINTS • 15' O.C.MAX. AND AT I I= I I I= 5 MAXIMUM STABILITY. E 2-1. i,5,OR 15 GALLON SHRUB 6: PLANT RAMP ANT TABLES ER I GAL. 2. FINISH GING AND RA E,,2"AT,GRO OF UND COVER I I 111z„- ___ _ '.=I 6 6.4" OIA.FLEXIBLE PERFORATED� PIPE ENN NG TIRCI BA.CONNECT SE r 3. 3' WATER BASIN 6 PER 5 GAL. I"AT TURF AREAS. _I I 1 III-_ I l VERTICAL PIPE.SURROUND PIPE' Q F-CO 9 PER 15 GAL.- �- _ 4. FINISH GRADE - WITH FILTER FABRIC. LU o 5- AMENDED SOIL FOR 8. ROOTBALL III-I I -III- S fr M PLANTING - SEE SOILS REPORT g. NATIVE SUBGRADE �X DIA. 1.NATIVE SUBGRADE y_a) co 9 Doc) - _ F 5HRUB ON SLOPE C'. CONCRETE MOWGUIR5 PALM TREE PLANTING aJ�CD EDGE OF PAVING,SIpEUJALiG WALL,OR CURB PREVAILING Q M Z Oj r Q #.Ise' .1.12" * WIND cD>rn - 2 PLAN D/ \D 3 p. • - • • 1. 'CINCH-TIE' BY V.I.T.CO. D 4 (61g)6-13-1160 2. LODGEPOLE PINE STAKE W> COPPER NAPHTHENATE • • • • • • III - --_ IMPREGNATED. 2-I/2" DIA. 0 0 =1 g x 12' LONG FOR 24" BOX NOTE: LOCATE PLAINTS SPACED EQUAL DISTANCE(D) - I I-III-I II AND SMALLER W FROM EACH OTHER AS SHOWN III 6 I 3• EAGH1 R�EE IN TLIAIsF�MFFfsR >~ D - AS NOTED ON PLAN I = '.'. W Z 1 BY DEEP ROOT CORP. W 2 I I _ 2 (114)BW-0563 =U 4. ROOT BALL. TOP TO BE U O U Z 3 III III-I 11=1 I I I 3 I" ABOVE FINISH GRADE W?w g g 5. 3" HIGH WATER BASIN Y Q IM a- I GRAM 4 2 X DIAMETER 4 6- 6 PER 5 CLANAL,12TABL PERE5 GAL., J ob O LU OF ROOT BALL 5 14 PER 24" BOX. Z W U 1. 1,5,OR 15 GALLON SHRUB 6. PLANT PIT EXCAVATION Y 0 -1 2. 2" LAYER OF MULCH 1. 1 GRAM PLANT TABLETS 6 1, FINISH GRADE G Z W I. GROUND COVER PLANT PROM FLATS OR LINERS 3 PER I GAL. W S. SOILS LL MIX - SEE 3 W Q YZ Z 3. 3" WATER BASIN 6 PER 5 GAL. SOILS REPORT g Z�g g 2. 2" DEEP MULCH 9 PER 15 GAL. -I I I I S. NATIVE SUBGRADE 3. PREPARED BACKFILL(SEE SPECIFICATIONS 4. FINISH GRADE S. ROOTBALL I_I-I '�:: I I I- 1 NOTE: FOR TYPE AND DEPTH.) 5. AMENDED SOIL FOR REVISIONS DATE BY PLANTING - SEE SOILS REPORT e. NATIVE SUBGRADE -I I =I MIN.TWO TIES (TOP 1 BOTTOM) 4. FINISH GRADE II I II S REQUIRED.USE THIRD TIE WHEN p NECESSARY 70 HOLD TREE IN i GROUNDCOVER PLANTING D .5HFU5 PLANTING -I UPRIGHT POSITION TIES TO BE �= -I I- I I 111= SECURED TO AVOID SLIPPAGE g (WRAP STAKE TO FORM I I�Z 11E1 = FIGURE EIGHT. NAIL W/(I) GALV.NAIL THROUGH EACH ; TIE INTO POLE. E3 DOUSLE STAKED TREE y KAR44g, 9 Linear Style Planting with DeepRoot Barriers ,�� TURFGRASS SHALL BE PLANTED BY 800 LAYING,A8 INDICATED PER PLAN. TURF Determiro the correct number d panels to be used. D.Next place the barrier in the trench with the vmiiwl it. 600 SHALL BE AS SPECIFIED ON PLANTING LEGEND AND PLAN. Depending upon the actual panting pan and the number of fackq toward the bee and obgn In a straight fashion.I Is For a elmple formula to detem,ine the quantity of panels required for a Linear application use: uses invoked the anp of tlasor barrier ell vary,but as a helpful to pace the barrier against the hardecap.Use the Estimated Diameter of the Tree Canopy at Nohrrity+2'(61cm)-Length of Bartia per Sid.. SODDING, IRRIGATE AREAS TO CE 800DED PRIOR TO INSTALLATION*MOISTURE general rub of thumb take the anticipated mature canopy h rderap as a guide and baddW against the hurlers he SHALL BE UNIFORMLY PRESENT TO A DEPTH OF 2'. SOD 844ALL BE INSTALLED diameter of it.tree and add 2 feet(Stan).The ell be the promm is a clean smooth fit to the hardecaps.Ow sum to A.Yale a one wide of the use may For Ores Side of Tres v �� number d feet necweary for o Linear dyle plmhng keep the barriefw double top edge at least 1/7 (13mm) need harrier for root direction a Tmee Numbs of Feet of optww UrgserW 4rF Q WITHIN ONE DAY OF DELIVERY,ROLLS SHALL BE PLACED M SHADED AREA PRIOR Ed OF CPV apptlMlon.(Bee chart bea'wJ above grade h noun rook do not raw over fie tap. there may a n hection else- ))� TO INSTALLATION. SOD SHALL COPFOfd'1 TO ALL LAWN SHAPES AS DESIGNATED g Theme requirkg protection. Canopy d Yakrry (WlJasar Bar 12 or LB rier awrmher d�pareb FER FLAN,AND 844ALL BE INSTALLED IN SUCH A MANNER AS TO VISUALLY ti Choose the barrier that beet wits the appiloatim.Generally E part the o-se(.).The Lines style diem a more enrpasim ELIMINATE ALL JOINTS AND EDGES OF 80D STRIPS. FOLLOWING MBTALLATION, 1,ddewa&.patio a driveway ls h b.protected,17 rooting growth aroa,Iewaer adverse w0 and rhulnoge Note:Linear Ionise(LB 12-2 and LB 1r((3.6m))Diameber +2'((61 an 14 ((4.2m)) 7 parwde SHEET TITLE IRRIGATE TURF AREAS THOROUGI-LY TO PROVIDE EVEN MOISTURE PENETRA- (4San)�W 1a-2)ls sdfcwrt depth with 17(3ocm) cwdihoa may cadet n the actual panting area.Trice.tope 18-2)are packaged n r(81 an)ang 1B'(seem)Damew +2'(61cm3- zo•(6.1m) 1a patde TION. ROLL ALL 80D PRIOR TO BEGMNMG MBTALLATION WITHIN TWO(2) to 12-)a on altsmole chda for non�ggreseke,dewper to sews he"growth d the tree d plantbg.Coasw with els with pre-attached Texas 24'(7.3m Diameter +r 61cm - 26' 7.9m 13 Panels FdOURB*PR10R TO BEGMNMG IRRIGATION,SOD SHALL BE WIFORt'1LY SMOOTH roo4rg,tree.However far art and wRter Drot°dl°n arse more a local Amborid fa parting tips and recommendations. inm ready h pug out of the carts PLANTING IN APPEARANCE AND SHALL BE FLUSH WITH THE FINISHED GRADE OF ALL choice. rode 24'(61an)(UB 24-)iw gmaraly tie better and install In are continwua line of up Ixegtoot tD 12-t to 18-2 a ue 24-2 DETAILS choke. F.l the trae(e)will a subject h maintenance.ark such os h; WALKS,CURBS,ETC. am mowing or weed Owing we strongly recommend the B.0q the trench to the depth bared open the particular Installation of JvborGard+Tree Trunk protectors which is LB 12-2 80'(24 m)per Caton MAINTENANCE, THREE WEEKS FOLLOWING INSTALLATION OF TURFGRASS, barrier drosen:. paced around the base of young tress to protect them from lB 18-2 52'(16 m)pas Carton .... AREAS SHALL BE MOILED REGULARLY AT INTERVALS NOT EXCEEDING ONCE PER damage by weed bimmere,awn mower and sna8 rodents. DESIGNED KJK j C.InelaY the basis.When using DeepAad linear Barrim Bieewalk �. WEEK MOWMG SHALL BE DONE WITH SHARP,WELL ADJUSTED MOILER'S OR we can M.eparded at any two foot l CUT MORE THAN HALF THE EXISTING TOP GROUJTH M ONE MOIUMCx MOWING imply pug tie approprate number d panels out d fie bow Far additional information Selection plan urauN the 18 page interval. r (thry tune preossernbbd)and separate the joiner at Uw DeepRoot Product Seleclbn and nelallotlon(kraeYoss. so DRAWN KJK HEIGHTS SHALL BE 2"TO 2-1/2",DURING HOT WEATHER 6EABON5 NEVER LESS conW kngth.when installing DeepRoot Itrdvereal Bowdm a a THAN 2',AND 2'TO 2-1/2'DURING COOL WEATHER SEABONB. TTJIFGRASS lirsor fmtw you will cued to)din the appropriate number of For kdonma8on regarding distributors pease call:1 BDD LV CHECKED nee en. AODT 456.7668).For help with diffc ft drain or other '0CW°�s w AREAS"THAT DO NOT PROPERLY GROW SHALL BE REBODDED AS NECE80ARY. AT p togeth ( D 9e THE TERMINATION Gf THE MAINTENANCE PERIOD ALL TURF-GRASB AREAS SHALL tYRkuw Inelallatbn question.pease call DeepRod Tadmkd DATE BE COMPLETELY COVERED,LEAVING NO BARREN 81 LAI�sER THAN THREE Support d:1 BDO ROOT TEK(768.8835). __- ri: y 4/3m/m4 MCHEB x THREE INCHES. J t 4 ''•'.:;`. M;>iT'j.� ;:•:;J v-. SCALE R •,i n`�i l',., e:G� seer; ��,''isi�+�: •U J�`. JOB N0. 0402 DeepRoot IB 12-2,:B I6-2 e,uB 24-2 .r' �,, 'Min wee: Ground tacks �'' ,i.;.'.irb•" SHEEP Lose 1"T SOD PLANTING DE E PI`OOT 15ARI `I E I ` TO BE 24" DEEP ON ALL SIDES of oar SHEETS wmdsco cur.hiitect,LLC*.pmsly ..a,69..W.EA'SM.W#elw..1b'.•,.:g t Iola 4.T: '. .c:v', .... ..•. ^-• ,. a ... r..✓. ,.,v. - - - . O NDA Wneeeop Meelteete,tla evproNy neenee Its common low eopyrignt ono other property rigeb in Neu plane lases pone are not to M rep cetl cnongce or cop ear n any loan o. a�e cat,sue,nu a«:hry b M ue.a ea,o y :J pe tyu"out at ashore ng t e e p e e.r..e .......... PILOT GATE, 4/90/04 I. GENERAL SITE PLANNING F. Hyaroseea Turf 5. Hydroseeding 5peclfleatlon5 For Slopes Areas u The Owner shall have a soil analysls made after completion of the rough Hydroseed all areas designated as'Hydroseaded Turf'. See Planting a. Hydroseed Mix ti E grading. The Contractor shall Incorporate all soil amendments and fertllizero Detail Sheet for type and quality of seed mix,fertilizer and additional 51 y" t u prescribed herein. The Soil preparation specified below shall be adjusted amendments. Hydroseed mix and mulch shall be amended to suit specific site pal" 9 according to the onalyals,after approval from landscape anchltoct. conditlon5. Verify hydroseed mix with the Landscape Architect and z 10 g I. Application Solis Report,upon results of the Sell analysis. The mix shall be A. Weed Control for Lawn,5hnb! Ground Cover Areas(Except Slopes) applied to all slope areas directly after the installation of all plant F a. Equipments Hydraullc equipment used for the application of the materials as Final dressing. See Planting Detail Sheet for type and 1. Remove all existing weeds from surface. Remove all roots of Bermuda- fertilizer,seed,and fiber pulp shall be of the'Super Hydro-Seeder' quantity of seed mix,Fertilizer,and additional amendments. Johnson(9rose,etc.and dispose of off site. type as approved by the Landscape Architect. This equipment shall n have a built-In agitator System and operating capacity su Ficlent to 6. Application 2. Install Irrigation. agitate,suspend,and homogeneously mix a slurry containing not less Refer to Hydroseed Lawn Notes for hydroseed oppiicatlon. than 40 Ibe.of Fiber mulch plus a combination of T lbs.fertilizer 3. Fertilize all shrub/ground cover areas. Apply 10 lbs.of 16-20-0 solids for each 100 gallons of water.The slurry distribution Imes ill. GENERAL NOTES commercial Fertilizer per 1,000 Sq.ft.or as directed by soils report. Shall be largge enough to prevent stoppage and shall W equipped with a set o?hydraulic spray nozzles which Shall place the slurry tank A. Glean-U 4. Water all shrub/ground cover areas For three(3)weeks to germinate and spray nozzle within auPPlalont proximity to be seeded. p weed seeds. Apply water at low rate to avoid erosion. c. Preparation: The slurry preparation Shall take place at the site of I. After all installation operations have been completed,remove all S. Licensed applicator shall apply systemic weed killer to all planting areas per work and shall begin by adding water to the tank when the engine IS rubbl5h,excess soil,empty plant container and trash from the alto dolly. manufacturer's specifications. at half throttle.When the water level has reached the heights of the All Scars,ruts or other marks In the area caused by this work shall L^a agitator shaft,good circulation shall be established and at this time repaired and the ground left In a neat,orderly condition. Leave site In B. Soil Preparation* Finish Grading the seed shall be added. Fertilizer shall then be added,followed by broom-clean condition at the and oP each working dog. Hose down all Q fiber mulch.The Plber mulch shall be added to the mixture after the paved areas,Including walks and patios,upon completion of all work. I. Rouqh grade. Site to be received by Landscape Contractor to within seed and when the tank Is at least one-third filled with motor. All I/10 oot plus or minus by owner booed upon Civil Engineer's grading plan. Fiber mulch shall be added by the time the tank Is two-thlyds to B. Maintenance throe-fourths Pull.Spraying Shall commence Immediately when tank Is 2. Finish grado. Finish grading to comsat of grading,raking and hand work full. I. The Contractor shall maintain during Installation a Sufficient number of nocessor to achieve desired contour and Plow line patterns, based men and adequate equipment to perform the work herein specified. upon Glvil Englneer's plans,resulting In evenly Finished surfaces Free of c. Application. Apply hydro-mulch in the Form of a slurry conaiatinngg oP Plant maintenance work shall consist of applying water,weeding,caring debris and litter. wood cellulose Fiber,seed,chemical oddltive5,commercial Portlllzer of plants,including ground covers,shrubs,vines and trees,edging9 and and water. When hydraulically Sprayed on the soil evrgace,the mowing lawns,Fertilizing,control of pests and diseases,and maintalning Z) 3. Spread over all lawn,shrub and ground cover cress,amendments and hydromulching shall Porm a blotter-like ground cover Impregnated walks free of debris and dirt. Upon completion of each aneo of c) fertilizer prescribed In soils report. Thoroughlyy mix Into Boll to depth uniformly with seed and Fertilizer and shall allow the absorption of Installation,the Contractor,Landscape Architect and Owner shall cc W O to of 6"or more and fine grade. Shape mounds as shown on plans. molstvre and rain Pall and percolation to the underlying soil. Remove conduct an Inspection of completed area,along with the Owner's `�W CD Contractor to Import soil necessary to attain deelgn grades and berme, construction. Leave site broom-clean. maintenance representative. At this time,a list of corrections,If any, V Cr T all Import Soil shall be free of woods,debris,and have balanced Ph. shall be made which are the re6pona1b111ty of the Contractor. Tn Smooth and even grading without c4eproselons or high spots,to provide 11. GENERAL SLOPE PLANTING W Q smooth and even surfaces for proper drainage. Final d nal grae shall be 2. After all work has been completed,Inspected and accepted,all oracle 0 U T I`below walk/top of curb. Remove from the site all stone*over 2"In The Owner shall have a soil analyolS made after completion of rough grading. will be maintained for a period of ninety NO)calendar days or as long Z d. size. The Contractor shall Incorporate all boll amendments and Fertilizers as Is necessary to establish thriving trees,shrubs,turf,and ground cover Q prescribed herein. The boll preparation specified below shall be adjusted without bare spots. L N G. Planting accordingly to the analysis after approval from the landscape architect. rQr�r J � 3. Keep all areas weed-free,adequately watered,and neatly cultivated cc CD F-to Plant trees,shrubs and ground cover as called for where Indicated on A. Planting Preparation for the ninety(90)day period. Remove all debris from alto and keep Q to Z()i Planting Plan and as detailed on Planting Detail sheet. the entire site broom-clean. Mow turf areas weekly. Hydro5ooded turf u CMG W a I. Slope Texturing areas Shall be Irrigated after the slurry mulch has been applied and Substitutions of plants will not be accepted unless approved by Landscape allowed to set For one(1)day. The Soil surface must be kept moist at Architect. a. Gut Slopes. These surfaces shall be roughened In a horizontal all times during the germination period to avoid desiccation of Seedlings. direction following the contour of the slope. The roughened texture I. Ground Cover-Flats and/or Cuttings shall be made by hand roking or similar mechanical means. 4. Re-seed ail bare spots In turf areas at two(2)week Intervals and i maintain until an even stand of turf,without bare spots,IS obtained. All plant materials Specified as rooted cuttings or Plat stock on Planting b. FIII Slopes. These surfaces shall be compacted and finished and Re-seed all slope areas that Poll to germinate evenly. Repair all Plan shall remain In the Plate until time of transplanting. The Plat soil oleo roughened In a horizontal direction fallowing the contour of the eroded surfaces at no cost to the Owner. W shall contain sufficient moisture so that soil does not Pall apart when Slope. The roughened texture shall be made by hand raking or W 1 lifting plant From Plat. Ground cover plants shall not allowed to dry out Similar mechanical means. 5. Damage to any planted area shall be repaired Immediately.Depressions _J Yr before or while being planted. Roots shall not be exposed to the air caused by vehicles or foot traffic shall be filled with topsoil,leveled except while actually being planted. wllted plants will not be accepted. 2. viieed Eradication Procedures and replanted. Exterminate gophers,moles and repair damage. QM At the twin of planting,the soil around oath plant shall be firmed Cc cr suglciontly to force out air packets. Plants to be planted In triangular a. Manually remove all existing vegetation and dispose of It off-31te. 6. The project shall be So cared for that a neat,clean condition will be � Spacing as specified O.G.(On Center). All cuttings shall be minimum of presented at all times to the SatlSPactlon of the Owner and Landscape \ 6`long. Install plants in 6"X 6"planting pits. Water Immodlately after 0. Fertilize all planting areas with Fertilizer booed on Sall Labs Architect. The Landscape Contractor shall be expected to make a W each planting until one Inch of water penetration le obtained. Care recommendations. (See Planting Detail Shoot). Add any and all soli minimum of one a weekly visit For maintenance purposes. W T W shall be exercised at all times to protect the plants after planting.Any amendments s required,per the soil analysis. Begin watering .L 0Q damage to plants by trampling or other operations of this contract shall process to activate fertilizer and additive chemicals. -1. At the end of the maintenance period,all areas that have been planted U O U Z be repalrea Immediately. shall be fertilized with commercial fertilizer,analysis and rate of c. Water all planting areas thoroughly and continuously for a period of application Shall be per the soils report. W F_LLI g 2. Shrub 4 Trees two(2)conoeoutive weeks. The Landscape Architect Shall approve Q L d Specific waterlog duration and frequency program designed to 5. The Contractor shalt request a final site visit Seven(T)days prior to the Plant all container- own plants In land Its,two(2)times wider and germinate all residual weed seeds. end of the maintenance period. This request shall be written and ot}Z W 9r P planting P Q -� two(2)times deeper than the container,as directed on Planting Detail directed to the Owner and the Landscape Architect. Upon written J Z� sheet. Thoroughly mix V5 organlc backflll(Nltrolized Redwood Shavings d. Discontinue watering process for two(2)days,then apply recommendation occeptonce of the project,the Contractor shall be relieved of any J Q or equal)and the amendments specified In the Sells analysls with the by licensed applicator,It perennial weeds appear on the slopes. Further maintenance. J W V alto 5011,prior to backfllling of planting pits. Install Plant Tablets,per If annual weeds appear use straight contact arblcida as per the pest Y co '> the manufacturer's Instructions and as detalled on Planting Detail Sheet. control advl5or'5 recommendations. No water Shall be applied for a C. Guarantae W Z W 17 to (:.ontractar shall construct basins around all trees not In lawn areas; minimum of Pour(4)days Pollowing application of contact weed killer. W Q<Y Z basins shall not exceed top of root ball crown. All turf,hand-planted and hydroseeded ground cover,and Shrubs shall be a Q__QII o. Allow sufficient period of time to Insure that all weeds are dead. guaranteed to live and grow to a period of ninety MO)days after Z IL J S. Top Dressing Installation and acceptance by the Owner. Trees shall be guaranteed for F. Water all planting areas thoroughly and continuously For a period of one year. Any material that Falls to grow through the speclPled maintenance Top dress all ground cover and shrub areas with 2"thick layer of OGC three(3)weeks. A shorter watering period may be permissible at and gvorantee period shall be replaced by the Contractor at no cost to REVISIONS DATE BY (Organic Ground Cover),to be specified on ail planting plans. the discretion of the Landscape Architect and/or the pest control the Owner. advisor.Discontinue the watering process for one(1)day prior to 4. Staking the second application of the herbicide spraying. Re-apply the D. Ob5orvotlon spraying operation with a Stralght contact weed killer,as per the Stake all trees as detailed on Planting Detail Sheet. pest control advisor's recommendations. Allow a minimum of four(4) I. Observatlon vlsit5 specified herein shall be made by the Landscape days without Irrigation,For effective Final weed kill. Architect or his representative. The Contractor Shall request D. Special Backflll Mixes observation at least two(2)working days in advance of the time that the g. Clear all desiccated weeds from the slopes to the finished grade. observation 15 requested. 1. Azaleas-Use 50%coarse Peat Moss,and 2O95 clean top boll. h. Water all planting areas on the regular Irrigation controller schedule 2. Observation visits are suggested for the following parts of the work: _ 2. Camellias* Ferns- Use 50%Peat Moos,25%Forest Humus and 25% For three(3)consecutivo days prior to the hydroseading operation. site soil a. Upon completion of grading and soil conditioning prior to planting. I. Then allow planting area soil surface to dry out Par one(1)day only, 3. Pots and Planters-Use Kellogg's Indoor Planter Mix. prior to the hydroseading application. Care must be taken not to b. When trees are spotted for planting,but before planting holes are rvQ�'P 1•Kµky� allow the soil Surface to be Su er-5aturated with water prier to the excavated. E. Sod-See Planting Legend for sod type. hydroseading inatallatlon. At the same time,the soil Surface should c� not be dry. There should be some residual moisture within the first c. Written acceptance of the project to release the Contractor from I. Areas shall have a smooth and continual grade between existing or 1/2"of soil surface. further maintenance shall occur oPter Final Observation with the Owner fixed controls,such as, walks,curlas,catch basins. Roll,scars{y,rake or his representative at the and of the maintenance period. and level as necessary to obtain true,even soil structure. j. Begin the hydroseading operation In all areas,as speclPled. E. verification of Dimensions 2. Apply fertilizers 05 speclPled on Planting Detail Sheet and mix Into the 3. Planting OF CPu soil. 1. All scaled dimensions are approximate.Before proceeding with any work,the Contractor shall careful) check and ver]F all dimensions and Plant trees and ahrubo as called out where Indicated on Planting Plan y y 3. sod shall be Installed the same day It Is delivered. Sod shall-not be and as detailed on Planting Detail Shoat.5ubstltutlons of plants will not quantltlea,and shall Immediately notify the Landscape Architect of any SHEEP TITLE 'K left on pallets in the hot sun. contractor shall be responsible Par any be accepted unless approved In writing by Landscape Architect. Install discrepancy between the drawings and/or spectflcations and cztvol PLANTING Installed n des of delivery. conditions. No work shall be done in an area where there IS Such a and all dam to Sod not net ado grown lantln tablets as called for In legend.Plant all container ow )ants y °g° y ^j 9 9 P 9 i r until I for b o n I the Landscape P d be a arm a tl approval o some has been van a L In planting Its two times wider and two 2 times deeper than the p pp 9 by P P 9P (� ( ) P y NOTES I d Architect. 4. Unroll Sod carefully and lace In staggered pattern of strips. 5o container.Thoroughly mix the specified materials Pound in the boll i p strips to elimin to joints and edges. Shall be Installed oat adjacenta nal Is and those specified In the Planting Detail Sheet with the else a s a�' J 9 , 5011,prior to backfllll g of planting pits. g F. Utilities 5. Trim sod to conform to lawn shapes designated In the Planting Plan. DESIGNED KJK 4. Planting Tablet Schedule I. The Contractor shall be responsible for verifying the location of all 6. After sod IS laid,It shall be Irrigated thoroughly to provide moisture underground utility lines prior to any construction,so that proper DRAWN penetration to of least 6"Into prepared soli. gallon 2-3 tablets precautions may be taken not to damage Such Imes and plant locations, K' 5 gallon 6-9 tablets promptly notify the Landscape Architect who will arrange for relocations CHECKED '1 alien B 10 tablets of one or the other. Failure to follow this procedure laces upon the I hl h standard P P P b 'I. All Sod In sodded arose shall be handled and laid In 9 Contractor the responsibility For,at his own expense,making an and all workmanship manner. All Dods Dints and cute Shall fit tl tl so that IS anon 12-15 tablets P y P 9 y DATE P 'j y g repairs for damages resulting From his work. 4/319/04 there are no voids and the final appearance Is one of a continuous lawn. 20"-24"box 14-Ib tablets Sections s of sod less than IB`l or 9"wide shall not be used. 30'box 16-18 tablets G. Existing Trees SCALE N.T.B. 6 No sod 16-20 tablets NO. 36"box OB area well bs acceP PP �tod until a roved the L.andeca s J Architect. P 42"box 20-22 tablets I. Contractor Is to Insure the preservation of any existing trees on the site. y, 0402 45"box 22-24 tablets Damage or lose of these trees will result In replacement of equal Size by 60"box 32-36 tablets the Landscape Contractor. SHEET larger sizes: for each 1/2"caliper use 3-4 tablets L-8 _ OF 0e SHEETS ." 'LL a..LaM»ape Ncl.i ate.LLC expreedy r»erv»iU common Mw copyrpnl onE dK r property rpnte in lie»plant. iheee dane'pre not to De reproEuceG.c anpeo or copieo in any lotto a monner wnpteoever nor pre Ny to PLOT DATE. 4/!0/04 PAYR DDMIti1E11f N01¢ 1)OWfA/1'tNIRH'IOR 10 M IEpNEO AR CIEW.Vt'6 ND E M ONAILE A RFND By LOCl DNDYY. COTES 2)WELK MWING NO WAM WY HE WUND FOR MAG AND PARTS■Di Tw1T r r DLL ]F W /6G O RLMNU 1rof O WAND N[ ADE"M G ff" {)PI61C 1fT NO O11PENf m ROr ROJ]Y00 m 5 RLYOI�IE FOR Al®F.fdD OR NM FIDOFK WnIK LOW Dam SO"U 9 PHOS W MO OEU10 RRNES W INW H SPMJC a ALL R)XL WMQM LIGIINIG.FDlTILOILT LItlDNO NO DR WE HE AE NSP(mS W 111E ORIER/CURIRYnm G.5 G F E.5 E D C B A S)RNWC DERVINMT M K FOR IFII.W[IS of RMOSSM OF arER/mNIRMIm PI awRR/onNnMlm Rf�fN®E TO wxow Y-0�o"Haan m FHuL LLSUS 6 PNOS DP➢N(IlElfr. 10 aWm RNnMWAW W MPRM NL s1DP mows Pe d W AIO IF2lA1NE FOR RiCO11CRAl I I)RIEAVEIIf P 6 RFDIMO Im FIE1tlO IFT NSWIHOIL 1500 GLLM UL142 USIED DOUBLE ,2)R No FD1Aoana 1WD Wr DE RMUFS FOR A IEQHNE He WALL SOPAGE TALK SPLIT,1000 nc IE"m m'Of OWm/mWx1m WONS MCIM a AND 500 GALLDNS 4FL"S M( ATF. sFmrt DDrAxDEllr EOLRENr: 1500 GALLON UL142 LISTED DOUBLE U W WMFACTNA 000 A 1 OF A-1/2--UOUN 00N.M WALL SIORN,'E TAW.SPLIT,1000 ROTE LWA AGDCfS WKW ADW3 LL RUMo05 WEUM LIFT GALLONS WASTE OL AND 500 GMllMIS ""Xtm mmuluen WASTE COOLANT. 21 UFT WMfACNER No N IwAFMIILaD RM"LFT ANtlOPS 10 K 4 A F ILL=.Rm mcm DaD1n,IDIOS Ho SW COT. 91N1 W RFTIWI®F fm N1 ueWTUNa HIT OSE PFTwIS 0 R0011 ROOM -------------------- _ --�' ' L4-------------------------- STORWE +� r----, ,os ae • ,• I I u' I I a'-- I I a' I I I I c I I I I II as o II I I I I I • o • o I �II I I I I I I I I I I I I ILI I W 2>34 NJ I O 1 i o rTirm I o o / o I I to I I VJ M I T zI I I d I I I I I I I a I I d w NOTE: I I 5 2 I I a I I RELOCATE DOOR SO THAT ITS I I I I I I CENTERED ON STALL LINE I I I I 3=a< I I I I 0 1 I 0 0 i ° I� o _ Q I I s U J i ' Q 19 g� I m I I I ¢ �� I I I I Q OU 6ij I I I I I I J I ~UZi I 4 I I I I I LZ E I I K-r TOM I I I I o �� 57 s I 329 1 I I I t------------------------t m -F- ------1 m t -------f h z I I I I I I I I REVISIONS I DATE NME I 03-25-04 MICHAEL I 04-26-04 MICHAEL I I I SHEET 7fRE I I I EQUIPMENT PLAN - — EQUIPMENT PLAIT PREPARED BY: I PACIFIC LIFT AND EQUIPMENT CO.,INC. 2f 12 Scale: 1/B•_ V-0• SHEET NUMBER NOT FOR CONSTRUCTION - Drawn: 03-23-04 E Qj — 1 PAM DTPARIIE1(2 Wn 1 OWRR WWOR 70 PW"7NE AEWWEO FEE SI°MM NO FIFE MOU R OUFMf AS ll W K UM RlWORD OM 2)WWA NRPDIOO M WAM WAY[MUD FOR SIDWO AND PN11S WWS W=rn r LiL 71 OMRR/o01atlat 10 CDXWX NO F INK Nlmm(Womw dFMVNR AS REOIOED FM PARTS Two NO SOM {I RNiC Vf NO GXWW D=NX PIIOYIflO OR 5 MPoIODI SE FORN�AI@D OR MAL Ramm 0110K UODI Do=mm WR 5)1MRF R RNS NO 9E m llam x WON AMU WAM AT ALL IF)ALL SPWIM UNK FIfAQa1LY UWRIW NO EW OW AK OE RF9 WMM M K WD/IONTWCIOR. 7)ORIEL SM Q AESWILE FOR ALL WMATOWL ND USE POWTS. OMRAIM G NVTOM FOR YEONK 5 TIE REWONSKI1Y OF 1 Yl ORIEII/0WRACIOR Rt3P01 W RI WMVM r-r QW NOW UI IOUS OR FWM OFPMIIENI. M L K J I H G.5 G 10 ORIER IFWnWCIM Al IWYDAE ILL SW OWIIR PWDR W ndrAVD No LEII/ME FOR PROWIcmW 11)POURNM POWA 5 MUM FOR RUM LET WULLUM 12)LOOM ND FORDVONS RW WN E WX WD TOR A 1102"E NE K W WWWLW OF oWFR/IONIWOM SRINEE D}PAR"Bar": 1)lET WWEACIINR R75 m A IRRYRP or hl/r-ma"00 am. 15W GN1DN UL142 LISTED DOUBLE IDS UM.AMM Ww U11E NRDONIL ROKND OW IWIFTD Uri WALL STORAGE TANK SPLIT,1000 16991n1CI1RIS WOUNDI I4 GALLONS MOTOR OIL AND 50D CALM 21 LIFT WWFALTPIFR AND NDON WNIEA IUM REWK LET NIUIORS 10 K A FLOOR SINK 4.wRY MDY ML OW1UElE ORIDR OORIROL.IDWR ND Won 1500 ONION U1.142 LISTED OBLELE Y)ORWA SIIFLL E RL9alWWE TOR NL OPDEOIPL NID 15f 1FMIR TRASH FNQAAHE EVIL STATION WALL STORAGE TANK SPOT.1000 ""NS WASTE OIL AND 500 QUDNS FILTER CUM WASTE COOLANT. I �- COMP ROOM STORAGE ROOM I I IL HELOB LI_ SOW STORAGE I I I I � • 0 I I I DETAL SUPPLIES I WARRANTY STORMS I L a i a s I I I I I I I 01 11 11 1 1I I I I I I I I I I I o o f I I I I IA 1 I I I I U I W I I m I I I I I O I I I I I I I I j I z I yW 4 I IIIIIIIIIII IIIIIIIIIII I � 7 dd cuW. 1IIIIIIIIII � IR,DDo L T R HOSE cs 1 IIIIIIII v/VW �as aa1 CLW W O RD HOSE WITH W5K CUWN Am* D JWYJQ,J I Q I I I 1 - I ' I I ? I 2 2 25,ow LB UFTIn"ML IOU mitt " a I I SPRAY Ga I Q o I I I I v I I WASH aRETIWI I I o [Q Q S RD HOSE REEL WIN I 15,000 LB UFT i I I SPRAY GUIL I 1 i I I I e �i- I � I RENSR)NS I I DATE NAME I _ 03-25-01 MICHAEL 04-26-04 MICHAEL I -- I I 1 I I SHEET TTI 1 EQUIPMENT PLAN I I I EQUIPMENT PLAN PREPARED BY: I PACIFIC UFT AND EQUIPMENT C0,INC. 7P I 2I Scab: 1/8'-V-0' SHEET NUMBER NOT FOR CONSTRUCTION EQ-2 Drown: 03-23-04 PARTS UAAIEhT NBIE4 cwnwIOR 10 Pf(AfIE M KWIC m Sg1am wrcs I I)�EdL AI oft AD r aD q BE wx m OR S C N C AD PAf6■6 w o]II=Y UIL I D 3 OwCR/OONIR =TO CDOMWA AD MADE NIFGWE o.DaED AS F MEO FUR PAaS BB6 AD 51EL a, 1I IM6C liT Atl F OMW BONS MIN I DAM W 6 IEPMWE FOR AIBBU®OY NM FlWIi6 wow U ow"ywpdfE� NOT FOR CONSTRUCTION" �"°�"""" ""� /)N<sPwBNDq IAiONC,FIEAfEA,Y lL'IIRIO AD F]D S1tl15 AE IR NHPalsgm OF DE aDm/COIREV100. n ODm%KL BE RFS06EU FOR AL ORA VD AD 16E 1'FABIS 8 O)w KWW O1 1DOA�C11E t010. APY FOR WnS 6 11E RUPOMM OF 9)DATA/OORI0.ICIOR IETPp®E w WMfNI r-0'UFIR FEKM 11N /lL IF]flS OO PAas IIFPMIIC)R. I I w OVER/MNM"I A" FOR PKID�DWM MM w 11)PFICNYEpAT wo POW 6 mum Fm FlBlalf m KSWUIIOFL f2)FOOT AD FOUVA W TRY BE MOB FOR A 1 CII ff AK M OM, U a*"/IxN11R10I11E I �III�TIIIr-"- IIIT�III SaACE WARIMM EXfWW ��.J 'ITT YWF.COICA�1RS A WIA1 6 A-1�-3.00o9(OFaEiG NOTE LWL A(EIEM WY NK A71MM AOIMM OW MM Ln YAIAAA:m MAUND AR o ¢ ��mr FIRONmloeiEauaa +oRniw w xlaBxs ID MO SNAL K AMPa FOR AL UWOK AD M RAND. EEFTIO�j I i I I ; I I I I L Mil III II 1 II I i i W I I I I I I I O I I I I _z U) I W FIRST FLOOR PARTS DEPARTMENT SCALE: 1/6'=P-O. Y Q J W 0 Q Q I I I I I I I I O 2 gE pCi�c, 8� y W Q I 1 ____ J . 'ryN I 1 I 1 1 W j Ie Cl� � w _ o 17 i i i i i a L----' rn-I L----J `----J o 1111 IIII W 1111 � REVISIONS DATE NAME 04-26-04 MICFIAEL i I I I I I I I i 1 - -__ SHEET IiTLE: EQUIPMENT PLAN I I EQUIPMENT PLAN PREPARED BY: SECOND FLOOR PARTS DEPARTLIXT PACIFIC LIFT AND EQUIPMENT CO.,WC. SCALE 1/6'= V-0, Scale: 1/6'=f-0' SHEET NUMBER - .. . .__...--—.--- -..._......-_-_ Drawn: 03-23-04 EQ-3 G.5 G F E.5 E D C B q FYI i ROgI at Sa7Rl/L ROOM i-- i , L�--------___.__.__i ffi I------------- 1 1 I F° .1� I I I I MMMMW1RQ I I I I I I I I I II I a 2I I I I am WLMMQI I XW.FWM I ma 1 r- - � I a Paaar I I I+ a 2 FIX NU�a UM CO am a oaN was I I I z I — IIIIIIIII � a IIlIIII IIIIIII 1 IIIIIIII 309Y, _ IIIIiIIIIII Lu `W "Mm \� IIII—___—'IIII IiIIIIIIIIIII Y-�WWQ uj a D ON MLq Wi=. �of"`Im awa nQ M ro Wr&M am Mow com DY ma Q 1 N91R N Lg-- WA gem w ORM Lu 's"11I m a I I s I i ------I ————————————— J J VvQ�z Q�8 I NnaSm alaNa FMmNu FUSED DISCONNECT-SIZE AS REQUIRED `131 .I mvm J-BOX-SIZE AS REQUIRED wW I DUPLEX 20A 120V 3 DOUBLE DUPLEX 20A 12UV GFI TYPE TELEPHONE I COMPUTER REMIX COMPUTER OUTLET DATE NAME TELEPHONE JACK 04-26-o~ uICHAEL I I I - SHM DIlE: ELECTRICAL PLAN I EWIPYEM PIMI PREPARED BY: PA=LF AND EWPYEM M.M. I I "NOT FOR CONSTRUCTION" Scale: 1/8.- '.-0" SHEET HIIYBR Draw: 03-3o o, E Q—4 M L K J I H G.5 G TRASH ElL7D5llAE ® COMP ROOM OIL STOWE ROOM ------------ / 109 oe _____________� �� I sERACE srowcE MAIM mv-1154 1 F7Mg 1 OW=W FOR FM rnsRn. DUAL SURM I i 1vmaHn'SIMAGE AFE WFFSSON FUM Afl raweEsrn f» I 1tE1)IiOm UM 05D04 IXT.10P,4WI.3 PHOK muNOO. 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FOR C O N S TR U C TI O f�J" s`°": '/e*`''-0, SHEET NUMBER - _ _ Drawn: 03-30-04 E Q-5 P R 00%R 1ERf mm 1 awwR LwiRK'UR To Fw01M Ow RTmwO PRE srwwoER NO F8 V MM aa1Wa[AS AEWRD W LOA BUDM coos z)SUAL MXFEV ND BMOC WY BE MUG FOR SHUM M) rAR1s W6 TW O w rAu mwmlCl m ro m0ldwlE,vo riUAE Nlm�we wSMrr�o tlrMwa AT UpND M MRfS U6 AND%10U {PACHO lii MI EaUROR 0a6 W RFTOwRID w 6 R25PwSA1E FUR w NMl FIOORNG hOMK tOW aDylY SRANL IBYR 51 M OW MD SEE UgMS W W MSIF SMWa u ALL 6)ALL SPwKnm IPIIwC,DF%iM.T UMItl6 ND W S ARE 11E RESPgI5B126't wE owBR/a)awCiOE G.5 G F E.5 E D C B awm SWLL BE nma68E Fw NL oRW2DWE ND USE PEMDS A B)K~wwrw w TrrmiwL fw BEl]NMC 6 m RESPo16BIn'OF owBR/wwwa,a¢ Yl awwR/mxrv/CIOR wmvlSr ro Wx AN r-W WN�mn w ILL 1E1U5 6 WR6 oFrwlWMt. 10 awm wwIRIWAW Fro mMwc F AR1D1E ML w1oP wFMws MBOR ro AID OR rROWCIDR 11)meWort FaBER 6 MUM FOR nMn UT B6TN1AIdl 1500 GALLM UL142 LISTED O011ttE 'MALL SR)R/GE TANG SPLIT,1000 1THE NVOEBLOY T OF /OWW a RmwBO FOR A M WaMwc Mc GALLGN5 MOFOR OL AM 500 G4U)NS FIGOR SW AT. 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S INDICATES STEP FOOTING SEE to S1.1 o Q� DENOTES EXTENT OF o SHEAR WALL. 4. FOR FOOTING SCHEDULE SEEe 9. < 51.2 INDICATES SHEAR WALL TYPE PER SCHEDULE e s 5 A 51.3 FOR GRADE BEAM SCHEDULE SEE 21 51.2 KEY PLAN ¢ PARTIAL FIRST FLOOR & FOUNDATION PLAN >� SERVICE SOUTH a oI BOLDING 7 BOLDING 2 a; PART B PART A O cr W U g LL �Z Ww - fA U W 0 - BOLDING I r/�J O Z Z V-/W J E Li Q Q c\1¢ 0 o a S- 4 PLOT DATE: 02-12-2005 CAD FILE: G:\04\04115\DWG\CD\S-24.DWG OGt xt ES 1 1] 8 O 0Y �b e tloi H G.5 G F E.5 E D C B A z a Z z Ff 0 w i � In z n 6 N VN 51.2 TYP o f m s vwi 8-�6 VERT. 8-�6 VERT. 1, VERT. 8"CMU 8-#6 VERT. SEEeT YP WALL 55.2 - a 0 +11 (j----------- r - L-J -----8---� I---------- - i ---------� __-_ ____- rL "CMU I (FULL HT. (FULL J ---------- 1I II HT.j I ` I I 14 I s,e2 i 14 II I 5� I 1 I I f \ I I 6-#6 VERT. I i \4�'-#6 VERT. I •I _ I= N --- ---- S5x5x.1875 I SS5x5x.1875 I 685x5x.1875 SS5x5z.111175 t' - SSSz5x.1875 I I SSlll75 S55,i5x.1875 15 4.4 TYP. L o Lu l 11 G L J I c L c I I v c CONTROL O ONS Cl g 1 JOINTS, SE to A IffE LI1III .I1�111- e" I II I 5z43.4 IIII 1�IIIII �_ M5U 2WAL L � M S WAL P R25 , PER cm II IIIIIII IIIIIII s"cMU S SSII W 75 (SS5x5x.1875 1875 SSSXSX1875 5 .1875 SS5x5x.1875 II a�" $SSz5xA875 ZAfL ON 2-0 TYP. 2-0 TYP. U.N.O- U.N.O. Uri) ro Cii �.•-� ! .V 00 c ° 5.1 ac 2 z co OLU w EI. 18 ! WITH#5 0 18'O.C. EA. osw��O I III I I 1s S1.2 TYP. I,� AT SLAB It. T)P. j 51.2 TYP. 1 1 I I I I I I S234.4 •� � � I � - �---- I I1,jjjj �------ I I I ; 1 _SS5:t5z.1875 y SSSx5z.1875 o I SS5x5x.1875 1875 SS5x5R.1875 p I r SS5x5z.1875 SSSz5x.1875 F 17 I - I �� _ H 7 I I r -I �-I eF I - - �- I I I }1 os - I S.2 TYP. I Li I I I 51.2 TYP. I 51.2 TYP. O C I C I I 6-#6 VERT. 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SLAB ON GRADE SHALL BE PLACED ON AT LEAST 2"OF CLEAN SEE e SAND, A VAPOR MEMBRANE. AND AN ADDITIONAL 2" CLEAN SAND. e A 51.2 11. GB-1 - INDICATES GRADE BEAM, SEE S17 12 INDICATES BOTTOM OF FOOTING AND GRADE BEAM 7. INDICATES EXTENT OF SLAB DEPRESSION, SEE 16 DATUM ELEVATION =0'-0" St.1 12. '� �` - INDICATES BRACED FRAME, SEE ELEVATIONS 4 L-J F 8. INDICATES CONIC. CURB, SEE 11 OR AND DETAILS ON SHEET S1.7 _- 3. --� �- INDICATES STEP FOOTING SEE 18 St.t DENOTES EXTENT OF 5 9 SHEAR WALL. 4. FOR FOOTING SCHEDULE SEE g hh. 51.2 INDICATES SHEAR WALL TYPE PER SCHEDULE e FOR GRADE BEAM SCHEDULE SEE 5212 8 KEY PLAN a a PARTIAL FIRST FLOOR & FOUNDATION PLAN >z cr t a SERVICE SOUTH a o° a ,le•-,-0• BULDIN6 D BULDIN6] PART B PART A O w U o 0 Z UD 8 a BULDIN6 I -J O Z_ j c z 0 W _j � Y oY v ' Q N Q a. J v = o a S-2.4 a � v DPI FEB 152005 PLOT DATE:02-12-2005 CAD FILE: G:\04\04115\DWG\CD\S-24.DWG