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9009 SW HALL BLVD STE 100-4 A0CHIT € C16 Deaaie Huth. Architect 1115 Atlantic Avenue Alameda,CA 91501 191 510 865 8663 Fax 510 866 1611 KEY PLAN • N LU W v W A 17 4fw r "Tj of NNi� HITH n • gLdN1EUFo.CA • 11114 PROTOTYPE SET P97 y JULY 1997 9009ALL BLVD %%h so ■ H ■ AMIRE PIAN F-1 12-08-97 Drawings and written material eppeenep herein conallllte orleito ;nd unpublished wort of the Architect and may not he duplicated, ised or disclosed wrttout wutfen coosanl of the Architect I no 26e1JAN 98 ISSUE FOR PERMIT ANDTIGARD OREGON 97223 1�4 _81� P carr QF TiG :.�; I IL • . Co ditionally APPro For only /I pERMITIhe Wo NO� Follovu...,...•.• ` Seg Letter to: .. At Job Acidrrl — �! z a d ao a c Protect No 1 7024 "' Seale NONE 19, a ora.laa Tllle TITLE ---- ------- SHEET o !\lr 17ae 1M - AralelH Me. H O r U I l t 1 P91i-0074 AOsOol 99(10SW I lull Hl%j.a 100 r .t 59 CD - i.tit•YY�q�.t►-, nl+O,IJYM!tli.�..��.�AV4�u.fi.'71•M::•.11Mi�o�v..�,ivlFxl�fl�n:�llRgN�q'6Ad11hIW4�9R1'1!N>Y5i•zM.p,�llh �'i�ll�j1� , - .YYw...�.v..ra.�wre.n�n..n.,•...�.kyya �. IF THIS DOCUMENT IS LESS Il 111 111 II'IIIII III III I I III III III I I III III 11T T11 Irl fl1 111 111111 111 111 IIcI IIl III III I�jI III III III I 1 I1I r11 111 1 1 TIT 1�1 111 1 1I�III III IIIIIII IIIIIII III I I w r , LEGIBLE THAN THIS NOTATION, I __I_.�1—I—_I_I�__I ._� �_I___I_�. L ___�L��I_ I V�_---_---I !L__ 1111114 I I ��J iVl I 11' I I J (st IT IS DUE TO TllF' QUALITY OF --- _ �—IIIIIII—I�IIITIIII—III9II��15III—IIILIITLIIII�II9IIIIIIIIII5IIII�II►IILIII^IIIFII�LIIIIIII�IIIIIjI�iIIIIIIIIOITIILIIIIII6II�1i—IIII�II8IITIIIIIIILII�IIIIIIIiIIIIIIIIIIIW36 THE ORIGINAL DOGUMPNT. 9 1r E/ I tITIIIIIL IIIIIIIIIIIIIIIIIIIIII1I.1 N SITE/BUILDING INFORMATION CODE INFORMATION LOCATION MAP SHEET INDEX Building Address: 9009 SW Hall Boulevard • Building Area: (E) Store Building Code: Universal Building Cade, 1994 edition1996 State Of Oregon - ~ Tigard, OR 97223 104,908 SQ. FT. Structural, Mechanical k Plumbing 503 624-6701 I (qtr S1.0 General Notes ( ) (N) Sales Addition Specthe ialtty4 CU� - based on j � N S2.1 Foundation do Ground Floor Plan flan C She Zoning: C-6 Generai Commerciai 1,919 SQ. FT. *0.. 4Filt031.,eet S2.2 Roof Framing Plan ++ NI T E TFinal Rules and Guideline for - ---- eeS3.1 Typical Concrete Details N) Stock Addition Compliance with the Americans n e� Plan S3.2 Concrete And CMU Details And Sections Earthquake Zone: A-3 17,071 SQ. FT. with Disabilities Act (ADA), date I c -- A0.0.4 Exiting Requirements Plan S4.1 Steel Sections And Details July 26, 1991; the Final Guidelines A o F w5 Schedule S5.1 Sections and Details Dennis Heath.Archi eel Building Classification: M (N) Pharmacy Addition are kno�rn as The ADA ` ( o r ec.lc _ Vr,: 4 S5.2 Sections and Details OC1115 AtlBnllc Aren,,e Ponce 560 SQ. FT. Accessibility Guidelines (ADAA6) I °i 0.7 Door e a S5.3 Sections and Details Alateeja. CA V501 Building Type V-N, Automatic ---_ --- CABO/ANCI A117.1 - 1992 i I rE AO. . a 1 Ian YPeS 4 lel 510 965 966 Construction: Sprinkler System Used Total ,,, �O ition Detail 1, , Mechanical Code: The Uniform Mechanical Code, raw SIa 90 51 124,458 SQ. FT. 1994 edition AO.1.0 Accessibility Requirements Electrical Code: National Electric Code, 1996 edition Plumbing Code: The Uniform Plumbing Code, 1994 , - - - f- FK1stls R■I•d11 M-1 Mechanical Symbols do Abbreviations edition 217 --- --� M-2 Plumbing / HVAC Demolition Plan • Building Allowable Unlimited floor arra with i c A1.1.1 Demolition Elevations M-3 Plumbing / HVAC Floor Plan approved s rinkler stem Energy: Oregon Nonresidential Floor Area: PP � Y � z A1.2.1 Sidewalk/Entry Plan M-4 Pharmacy Plumbing / HVAC Floor Plans and 60'- mfn. wa ublic s Energy Code P ways SQUARE it A1.3.1 Exterior Elevations M--5 Food Avenue / Cffice HVAC P ons Oregon Dept. of Energy or yards on all sides, Al*1 Rall/Ramp/Stair Details M-6 Food Avenue Plumbing Plana Sal Marion St. i1 A1,5.1 Sidewalk And Exterior Details M-7 Mechanical Details Salem, OR 973100 A1.5.2 Stafetront (Vee}ibule) Details M-8 Mechanical Details do Schedules Fire Code: Uniform Fire Code -1994 n Health ,ode: ED KEY PLAN ABBREVIATIONS SYMBOLS ^ " A o e [ o • C.M.U. WALL it'on loon ani A AvtPere DB U•r ByID G Gne PIP-mg. G,aiind N K'�s DA UuUAe Nr Overtlil SMI spacing A, NMaO UC Undercut - ...,.. EXISTING CONSTRUCTION VIF .2.2 Enlarged Loa mg oc loon Plan .; Ali Conoltionin titch c"°�°' "'" DAP On canter. enter to Canter 5C S,1l,d care UH Unit neater A2.2.3 Stock Addition Roof Plan E-1 Schedule and Notes q DBI. tic uOle CA ,:d uqe. G•e• Rrt KRWnan AB Anchor Galt a: L•nroct Currant GALv Cdlvame» DAP Off_4 SCHED Schedule LINO . ,ass Noted Otha,w,ss NON-RATED PARTITION 1 KLF lop, per Linool Foot A2.2.4 Ph-irmacy Floor Plan/RCP/Enlarged Toilet Plan E-2 Electrical Demolition Plat; A;' 'Nta•natlnq Cun sell. Ac:oust,tal� DEG Degrees GC Gordon ':MIK DH OrtK'head 5D 'Soap Dispenser. Slow Oro�n" UR Urinal al� KD Knockout 1 HR. FlRE RATED PAcTITION 9 P Y Lighting A. Condition* DEPT Wponment CEN GanKoi OP Op„ouons SECT section DTII Utlgty I1L.4.1 Building Sections E-3 S ,(,',alt LI htin Plan ACT -Acoustical Tile. Actuar RSI Kips per Square Inco DET Drinking Glia gravity Faux (Hard KV Kdorolt OPNG apposite SE $aquas A2.4.2 Wall Sections & Details E-4 Lighting Plan AU Ars° Do-,, Of Drinking iountout Ga Gravely ,nlbrw Head GPP JDpoeRe SF *Square Foot(oge),SupDy Fan' V KVA KlravoK Amp EXISTING STRUCTURE TO BE REMOVED A2.5.1 Loading Dock and Compactor Details E-5 Stockroom Light II Plan AUOt Adtln,onai INA 'Damn„, plogcnaf GL Gb», Glaring OWN Owner Shelf Shah r--_�------�i r' A.f ADOre F,rnshod Hlnnr KM Kilowatt DIFF D,ffuoor GND Grou LOm,ntltW ❑mbar 9wH Kilowatt Hour SN •heewble Heat Retia, Shower* V 'Vont we volt A2,5.2 Exterior Details ACG Aggregate DrM Uimansbn CND Ground ' SHT Sheet VA VaR Amp„e _. __1_�-.�. . E-6 Stockroom Power Plan AD.i 'AalustObie, Aa;oconi DISC Disconnect CPM Cartons Ver Minute ` SI-PIT Similar VAC VPRe, Altemebnq L'unMl _ A2.5.3 Pharmacy SP.C.tlan And Details ALT Aterroto 1)SIP D,sporns LIR Grade P Pyla ;IM Sorabnt vB Vapor Barr;„ - -w--- (E) CEILING GRID W/ NEW Y E-7 Food Service Power At Lighting Plan ALUM A,um-num 0t51 D,nrtbut,an GYP ,yp.um pe Puonbuttan SLR 5aow VDc Volta. Direct Current T ACOUST. TILE CEILING ANT Ant,nna L %ongtn, Angle -r--t---I E-8 Pharmacy Lighting and Power Plan ON Division GYP BO Gypsum Board PCP Precast Wall Perot SNO Sanitary Hopkin Dispenser VEL Velocity E ApprtOx Appro.,mata(y) ON Down LAT Reavinq Air T.mperati.re PENET penetration SNR Sanitary Napkin Receptor VERT VaArcal(y) E-9 Fixture lectricol Plan LAY Lavatory E-10 Power Plan ARCH Arenrteelural DR Door N PN Post Indicator valve "5P 'Static Proqun, Spa ri VEST Vestibule Pound PL Plate SPEC Speckic°Ucn(s) 08 Vibration NEW 2'X4' ACOUSTIC TILE ATM Automatic Teller MOUuna DTI. Mfai1 `Lit Lang Leg Han:anta FE-1 FXture Electrical Plan ~ ATS A„tomadc iroMfer Swncn DVSG Growing '� High PLC Power Una Corner SPK SpeosK VM volt AIetK CEILING 0• OW4 Dowel H/C Harerdn tato LLV Lora Laq vertieol Avec American wire cd LOC LOcatbn PRF Paundl par Lineal Foxe SPNLR Square VOR VentT �tr 11 - FE-2 Fixture Electrical Plan . HB HO" Bit LT Light PLM Pbetk LominaU 50 Square VTR vent Through Roof - [ HOED Hardboard LTO Lighting PLYWO Plywood SS 'Som tory Sower. Start-Stop' VVT Vorfbte Volume and TeencernT,re +---t--,--� FE-3 Fixture Electrical Plan , HDCP HanditmDpoo LV Low Vall PN Panel Natl,nq SSK Service Sink (Slop $:elk) VWC Vinyl Moll CovKmq •r;j:'• . e/o Bottom of EA Each HOWR Hardwere °q• PNL Pane, SST 5ta,nle» st»I ,::•' NEW GYP BD CEILING OR BULKHEAD BAT Battery EAT EnteringAir Temperature, HAD h Intone,t Discharge War Lather POS Pont of $die STD Standoro • ,e 1.1 Polln r Plan ED-1 Electrical Details RD Bcue a ° y °'•° PP Powt Pale , 't 4. anED-2 EIECtrlaal OetailS ECR Energy Efficiency Ratio HM Hollow Metal STIFF St."arterEF Exhaust Fan HDA Hand off Automatic " Lo PR Prertnrehad STL Stee+ W Wid. It DRAFT BARRIER .22 ;tioo venng And Blocking Plan ED-3 Electrical Details BKR Recker EFS Esteriar F1n,sh System HOR Honsonta M Mocmno PREP Preparation STOR Slorogo W/ with ED-4 Electrical Details BLx &;Winq EL Elevation HP Horeepower PRV Pow„ Roar Ventilator STR Start„ W/o Witnout V A4.2.3 Reflected Ceiling Plan M""' ^'•^°^c• NEW DRAFT BARRIER ou Blom EMB Elecbedml) Miss won Pra»ua Sodium Psi PrNartde par Square fool STRUC St.Na�r.(a, We wet f Cl , A4.2.4 Building Roof Plan MAN Manual P51 Pounds Der Square Inch � �^' EMBED 'Embedment. Embedeod ,IR Hour SLIP Su Vic Water Closet MAT Mot.r,°' spy A4.2.5 Toilet Floor Plan Reflected Ceiling Plan Floor Covering Plan Bn BearIrg Nan;nq EMERG Emergency HT Hegnt Pounds, Chbnde SW Switch oW WD WOOD a WALL MOUI .cD LIGHT FIXTURE / 9 / 9 CM BRG B1ann MAX Manmum ISRf� 9 EMS Energy fling Management 5yetem MC Healing , PWR Paw. SW Switch WDM Window A4.2.6 Guest Service Floor Plan Reflected eilin Plan ooc BTUH Per Hour � 9 B'M Bottom EN Enos ure( HTR Heabr SWISD Sw,tcnbor WG 'Wire Cuero, Water Gougi �^ �` .+ Mos Man D,etHDVtbn Swltattooaro u FLUORESCENT FIXTURE i_re. BTL' BrK,eh rher"ndi Unit SNCL Enclosure (Foca», HV High VOIttlgf MUSE MerchandiN p slats Sw,Mgeal WHM Watt hour Meter A4.2.7 Food Avenue Floor Plan Reflected Ceiling Plan/Floor Covering Plan r� ' •P Jr• dr+Ilan Thermal Unit PK Hour EPOS Electronic Point of Sall HVAC wdting/Ventilonng/ SYM 5ymmetncoi WI Wrought Iron C-1 Site Plan EPS Exterior Pant System Alf Conditioning MECO Moin,arro 2'-0' X 2'-0• FLUORESCENT LIGHT A4.2.8 Rear Area Remodel Floor Plan/RCP/Toilet Floor Plan/ Mt'MB MamDrane ptY )uonUtr S'!S Systen, WV 'wabrp+oaflrg, WaterwxF � C EQ equal HW Hot water MET Metol 'Mooing proof, Work Vomt' -' r EQUIP Equipment HYD Hydrant [ T WR waste Receptacle SEE ELECT DWG'S FOR LIGHT FIXTURE TYPE TYP RCP C-2 Grading and Utility Plan C Conduit MFR Monu,Paturar ESP fslemol scare Pressure MIS WenherelHp CANT Cc io ei MOMNT Morogamom R •Radius. Hisr; A4.3.1 Interior Elevations rasion Control Ian Eve Each War , i rhormeatal WSC' Wainscot Q 2'-0' X 4'-(' FLUORESCENT LIGHT Maris ` •o A4.3.2 Interior Elevations, Notes And Details C-4 Detail Sheet UP C000allr EyFc Electric latter Coale RA Rnum Air TIO Tongue and Groove ver Wugh` L-1 Landscape Plan Ce 'elrcuil Breaker, Catch Basin EXH Exhaust ID Ins'" Diwnatar Re 'Resilient Bass, Vlny, Base' T-STAT Thermostat er r w.b.d wire Faw,r SEE ELECT DWG'S FOR LIGHT FIXTURE TYPE i)P P MN "Minimum, Mint: A4.3.3 Food Service Interior Devotions CCT Grant EXP 'Espanuon, Esptlnartf ,N 'nen, �nIK•*eddte Nn�sn.i" RCP 'Ret:aptae+e. Receptacles, T/O Top or .-.-._ L-2 Irrigation Plan MIM M,ecendnrxnra " EXIT LIGHT A4.4.1 Interior Details rx1Y Cbeac Circuit 'elevisior EXT Foliar MCANO Incandescent RD Roof Drain TB Towel gar Crw Cubic ,set Per Minute EW11 Electric wan Heater INFO mfarmatlor• MM Masonr e' HFC Recessed r CFH Cube Poet Per Hour MO Moea,ry Opamnq RECD Received 0 revel @epenee. 'rD 'ford n+SLIL insulation TECH rechrrca A4.4.2 Interior Details CRC circulation MOT Motorlisee) A If INT ,ntenot REF Ra+Kent. TEL T.I.pnan. DIRECTIONAL EXIT LIGHT +J C.) Conine, Joint MSS Mdruot Motor Stoner ;witch �j WV overt MT, Mount n � Ref�•r• TEUP DIRECTIONAL A4.4.3 Interior Details CL Centirmna (Ing) (aa) F 'FUM e, Fixture NVmtrad IPS Interor Paint System RE1Nf RoirAO►Ca (Ing) (W) TG Transfer Gnile A4.4.4 Interior Details O Mf 'H'mDtY. Mal' CLG Clow FA Fire Alarm 1501 Isolanor (Jairtt) RE00 Retun TF Top of Fan ® DIFFUSER/REGISTER HVAC SUPPLY CUR Char FRCP Fn Alarm Control Panel M REI Return TFt Top of Fodig k,evotbn CMT EmD.Y Conau,l FAF Forted Air Furnace J RF "A" r!omposition Tile,' TND lhrsddod .� , .y CMU 'Concrete Masonry Ur+mL' FCW Fiterea Cold WetK t. Concrete Black Roeillent Flppr THK Thkk(n»a) 3 FO Floor Drain JAN Janitor " Not Ap RFC ROOgn HVAC RETURN q T11RE5 Thraehola z 1• CO Cleanout FUN Foundobon J-BOM ,function Bos N/A Not ally Cl g RM Room COL Column NC Normally :bled RO Rough Opening T ;a;N Paper.orb,a•r AIR GRILLE F� W •��: FFE F•iniahad noor Elevation Jet Joist BaaH ElevationNIF P Ci)stM Com municot,on FG FuA Glow JO Jost CJrdar -Noor ole, Non Fuaod' RPM Revolutions Por Minute 't✓ COSIP COmDY.tar FIN Finieh(ed) AT ,loin NIC, Not in Contract RTU Rooftop IJn4 rR Trortsfar a H 1 r"SF Trrsnsformsr � 6* ~-. COMPR Compraeaor FIxT Fetus JT Joint NO '1Rprrtgly Opera. NtJmbay' RV ROW vent L._.�! 2 X 2 -{7 CEIt_ING NOW Nominal TS Thermcl Switch L__�f r� FS— ^ 4, CONI carrcfeta FL Fba, Rvs Rolling vinyl StHD TSP Tota, Static Pressu.e ACCESS PANEL 1 Food Service Equipment Plan And Schedule • Cow CoWKtedls M Fail Rose Amba Ns 'New Side. Non-Slip F: CONS Cof4mod FLA Fail lone NTS Not to Scale Relic RO,n Water Conductor TU Tol typic'I on 7 FS-2 Equipment Elevations ��•� CONN Co�»aB«t FRG Fis enge SPRINKLER HEAD - FLUSH CONCEALED CONT `anetrMettan FLUOR "°°ret'^' rl, SPRINKLER HEAD - SEMI-RECESSED grab D� �`"� �a• CONT Ganractor , Contlnuolbn FPI Fina PK Intel SPRINKLER HEAD - UPRIGHT COfVTR ConVaDWr FR Frame CORR Comolor FS For Sine CPT Corpet FT foot ° O SPRINKLER HEAD - PENDANT PROTOTYPE SET CRT Cothro" Ray rube FTG FootIn CT 'Currant Transformer! FLIT Futuro Coaw+9t rile FVS ft.ed V ny, Stnp "R •GnfK, Cmtroctor SPRINKLER HEAD - IN RACK CU -COPPW, C X'd""g ''rt•- — �w ^.tel water � DOWNLIGHT ('97 DRAFTING SYMBOLS MATERIALS PROJECT DIRECTORY JULY 1997' Client: TARGET Building Code Rolf Jensen do Associates, Inc. EARTH -® BATT/ Consultant: 2125 Oak Grove Rd. Suite 300 FIXTURE PLAN F-1 12-G8-9 i 33 South Sixth Street L AZ BLANKET Minneapolis, Minnesota 55440 Walnut Creek, California 94598--2539 Drewlegs end#linen mo11fial appearing hefulf contlllula nil gins, REVISION 3 REVISION SYMBOL 3 - ADDENDUM OR J INSULATION 612/304-5668 Attn: Kerwin Lee, AIA and anpubllsbed work of Inc Architect and may not be dspltceted. REFERENCE REVISION 3 BULLETIN NO. COLUMN OR A _ �_ MAIN GRID 612T304-5928 fax 510/930-3550 used or duclosed without written consent of the Arch lett NUMBER GRID LINE a _ fi LINE 510/938-3815 Fax LINE BETWEEN I- CONCRETE -_ Project Architect: Mike Klein of. Bele _leave __-Y- �,,5 -- ~ -t--- MAIN GRID OR BOARD INSUL. planning City of Tigard KEY NOTE COLUMN ONES EXPANSION Department- Building k Planning 26 JAI 98 ISSUE FOR PERMIT AND BIO E---- KEYNOTE t Pnogect Manager. Bob Mesa DQPa - 51 ' MATERIAL 13125 SW Hall Boulevard 07 AUG98 BULLETTIN 4 NUMBER B _-- MAIN GRID ----_�___; I Target Tigard, 9722* ----- OR ENLARGED LINE Store Planner. Michael Ashling Attn: Jean Haitschmidt -------• PLAN 503/639-.4171 STEEL 503/684-7297 Fax ENLARGED PLAN � � 3 REFERENCE Architect: MBH Architects — i t A2.4.1 CONCRETE ��`-- ` TOILET ACCESSORIES A �_ ACCESSORY --..' MASONRY UNIT �- DRAWING SYMBOL LETTER (CMU) - 1115 Atlantic Ave., Suite 101 • NUMBER BuildingCit of Tigard Alameda, California 9450' REFERENCE Attn.: Mary Klein Departent: Building do Planning __- DETAIL 15 510/865-8663 13125 SW Hall Boulevard PROPERTY REFERENCE NUMBER — A2 4 1 �iv/865-1611 Fax Tigard, OR 91223 LU I ilv 01 OFFICE E-- ROOM NAME ROOM LINE BRICK DRAWING \\ �l QUARRY TILE Attn: David Scott, Bldg Official IDENTIFICATION \ CERAMIC TILE Structural Nishkien and Associates 503/639-4171 NUMBER CEILING TILE Engineer 1 Holland Court, Suite 100 503/684-7297 Fax SYMBOL -- — ROOM NUMBER --� g San Francisca, Co. 94103 ---— ------- -- - -- FLOOR NUMBER DISCONTINUITY Attn.: Ken Glean --- CUT LINE �— 415/541 9477 SECTION 415/543-5071 Fax -�! �' GYPSUM CORE CARPET Fire Tualatin Volley Fire do Rescue DOOR NUMBER ,, BOARD Agency: P.O.Box 4755 ----- -- SYMBOL ._____� t� ~201 SECTION 3 Beaverton, OR 91076 W SYMBOL `� — DOOR NUMBER DIMENSION X (NTS) - - REFERENCE A`.3.1E------ DRAWING L J Mochanical/Plumbing Larlac Electrical Inc. Beaverton, Gene 8irchitl, Fire Marshall ------ --- - --- NOT TO SCALE 1 NUMBER Engineer. 6131 East 30th Street (503) 526-2469 -- Indianapolis, Indiana 46219 Attn.: Marie Jackson - WOOD FINISH WOOD D, U WINDOW LOUVER WINDOW 1 _ 317/549-0926 Fax SYMB01 WORK CONTROL _ -ELEVATION '-_-""`-- C� o;ect No 17024 NUMBER / _ _ - DATUM LINE / .. OR DATUM POINT � INTERIOR /_ - NUMBER _T-�_..____� Health Washington County Enviromental `ic„e NONE Electrical Lar ac Electrical Inc. Department: Hearth Department � ELEVATION 4 A1.2.1 �_ Engineer 5131 East 30th Street P 155 N. First Ave. MS5 REFERENCE g Attn.: Tob Harris DRAWINGIndianapolis, Hillsborough OR 97124 SHADED j NUMBER -_ --_ PLYWOOD r SHIM Attn.: bYoung Indiana 467.19 503 648-8722 DrewlAg title SHEET - WALL P2 MATCH LINE - -- --- PORTION IS SIDE - - 31-1/542_.1369 ( ) - - REFERENCE CON IDERED '�� 317/549-0926 Fax -- NUMBER --' NORTH ELEVATION civil SLS Associates, Inc. ofawlrg nee _ - - NUMBER Engineer. 925 Ygnocio Valley Road Suite 233 OWNER SUPPLIED ARROW EXTERIOR 2 -`-- --- Walnut Creek, California 94596 - GYPSUM BD --`� GLU-IAM w ITEM �4 - -,•• PROJECT ELEVATION �✓.1F �_.___ DRAWING �y---- PEER, GROUT I g ��--,F\ REFEhi,yCE NORTH REFERENCE - Attn.: Gra Friel a N NUMBER - EXT SHEATHING NUMBER - CLG BOARD ------_ 510/943-5225 w e M.. 510/94;1-5718 fax M nus'9s-oo7a 9009 5W HBII lily d,it 100 2 of 59 ' 1�1i11111IIIllllllll�l `IIItIlIIl111111111111111111111111IIIlIIIIIIIIlIlI111Tiilllllllllllll •IIIIIIII i s IF THIS DOCUMENT IS LESS 4 I I I I I I l I I I I tc I I I I I I I I I I I I �, LEGIBLE 'THAN THIS NOTATION, _ Lfr _ _3� _ _ � 1_��Ll __• �_�_—___�” I 1—�- 1 1 Gas r 16, 1`f`/1 IT IS DUE TO THE QUALITY OF - Na.se �i1�x_• Gas e THF ORIGINAL DOCUMENT. t; 8L 8G LG 9L �L bL fiG �G TTG O��L eT BT Li 9T 9T 6T �6i GT TT T ��8 L �9 9 1 C L Ta telt IIII IIII IIII IIII IIII�IIII�IIII IIII IIIIrIII IIIIIIIII IIIII IIII IIII,IIIIIIIII IIIIIIIII�lllllllll�lllll�llli IIU�IIII IIIIIIIII IIII�IIII IIII�IIII Illllllllllltl IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII Illi IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�NII30X T Fid •4 60 k ' .V Dooms 4eelh, Archltocl 1116 Atlahlic Alehue Alameda,CA 91501 Tel 510 865 0183 Fill 510165 X611 coNc.r�T I wAIR&__ N 073229'E 1 1♦95, ,1 j LE3AWACM BUILDING TENrAW SEPARATION WALL rF u7 PGLL p ` • ° 8 o r^ G _ _ 45' VFIR ALVE TEL IRC 1 .4, may_- a. I J'wIGE ____ • M •—V ULLTU I I I 11 � I SEWER EASE. dc►, �• � � `' '�✓� � 5 3 N 8T27'351M �0'' _ z _ Lr, l� 7 5' I 1 SIGN° �� t,P Iw+ r _ I KEY PLAN 00( I I I N I CENTERLINE / / �� Z 16' WIDE C� N 00`0'08"E I I ELEC EASE \ / '7 qO _. -- ro IRr. 58.64' 1 POINT .A' / 0 �,_`�' �.ti I PROPOSED PHARMACY • ' + EXPANSIONI 11 � I 4 ��,. I I ' 1� ` I 560 S.F. I CENTERLINE �G3 t 1 I I I I 6'WIDE 5.4 18'�t1v I ELECTRIC EASEME 0 MH RIM 24-:3 4 RM"3e949 1 •__ _ _ _ ) EXISTING TARGET I ' BUILDING I A4.2. ( 101 ,614 S.F. (E) i i - III _<~ / r,• ° ACCESSIBLE ROUTE PER OSSC, SECTION 1109.16 S 46'2i '�9"E ,,� � �. I I I Coo 0.27' I I V J o 4 I I I I I 171 C C I C C C C 1 C i I I i I IJ O t9 t �JG I MC NC HC HC NC • �' r 4 A4.2.4 / �• o t ) I 22 I MC NG NC JHCI I t•^ � I I u VAN s1�N I J I I o w / RIM 2130.9MH 50 � ea I 2s c c G c c c c c I +' NIS HEATH L-- _- -- _- _- _ __- __ PROPOSED STOCK ) / S 46'21' 4' 7 2' �I I --- - - - -- ------ - --- - - -- - _ — O cx� Atl�li FOf CA 2 'E 29 I EXPANSION - 3 ca g I I EXISTING TREE TO REMAIN, p�,2, ' I CONSTRUCT TREE WELL I I 1 19,316 S.F. 1 - _ �Of L IGN Wk I i PROTOTYPE SET cf3 I I °SIGN s- G�G I �II 26 I CB 1 97 \ JULY 1997 c I I 160'-11 • _ c \ f,—— — — _ �_1_'� o �A IN CLR YAR FIXTURE PLAN F-1 12-08 -97 I A2 (�•' ' 1 I I I I ! I D111 11 10611r1llee a 111er1111ppeafing WON c01c1111Ie 0014#1 22 I I I (N) LOADING I J aid unpublished wolt of The Arcbllecl and may oel be dopbceted, U 1 _ I DOCK (E) TREE TO I 11ed or dfselosed Nlhoul •nitoo coaceef of the Archltocl F'EMAIN iCB I I LANDSCAPE A.2.2 No Dote 1ae11 I } I AREA 2 _ _ _26 JAN 98 ISSUE .FOR _ AND 81 CONSTRUCT 20 CU?B A.2 2 11 MAR 98 ADDENDUM o s1G I c,L ` U ? v NEW PLANTER A1.5.1 CUT RELOCATED �� ce 18 MAR 98 —ADDENCUM S 46'2 1'24 E I RELOCATED CONSTRUCT NEW �-�' RIM 2591st - Z NEW LANDSCAPE LIGHT POLE � /rIE 25595 N 55.29'/' C I G c I c c c C C C C i C G I C c CIG c I c I c c C C j c C C C i c c CIC C c c c C c c c c l c C I C c � — LIGHT HANDICAP RAMP I I / IE 252 95 E I + + 1 I I I I I h� g4 I C C I C C G C ' C I C C I C C i C C I I: I C I C I C C C I C C C I G C G C I C C I C I C C C C l' C C C S I C C C (' C 1 I IE 252 44 SW IT LARGE UUREL HEDGE '— • t+r • _ TEL SIGN N 00'20'08"E 630.03 ----- --_ --._. sMAu`3' NIcN HEDGE —♦-� ..`.' N 00'1 2'53"E --s ._ — x 300.87 -- o _ Mr/ �) --—- - ---- WV o TEL. j r — L 258 `�� Z_1 tt E RIM 249 t 6 214E f31L155 DISC 1E ^.49 77 E IE 24912 S OUT ry 1 SITE_PLAN -- > 'v --- — ---- -- - -- — W p 00 ch project No 17024 ACCESSIFiILITY NOTES Dra.11a THIe _ SITE PLAN 1. WHERE AN ACCESSIBLE ROUTE CROSSES OR ADJOINS A VEHICULAR WAY AND WHERE THERE ARE NO CURBS, RAILINGS, OR OTHER ELEMENTS SEPARATING THE PEDESTRIAN ANDIn KEY-PLAN 0 VEHICULAR AREAS DETECTABLE BY A PERSON WHO HAS A SEVERE VISION IMPAIRMENT, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A MARKED CROSSING ANDSr — -- - ---- ----- U HAVE A CONTINOUS DETECTABLE WARNING NOT LESS THAN 36 INCHES WIDE (914 mm), COMPLYING WITH SECTION 1109.16. SEE OREGON FIGURE 42 (OSSC, SECTION 1103.2.3.2). - - -- --— - — — — S2. ACC GHTING WATER SUPPLY DURING CONSTRUCTION APPROVED FIRE APPARATUS ACCESS ROADWAYS AND FIRE FIGHTING WATER SUPPLIES SHALL BE INSTALLED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE OR SEE CIVIL DRAWINGS FOR SUBDIVISION. (UFC SEC. 8704) ADDITION ' ADDITION 'I- SITE/PARKING INFORMATION ` BUN9e-()074 Blvd,ft loo ' "'. • r t � � ,�: :•;: U09 SW 11a11 Q • .. .. ; . �r�, `f �'�t,� + • • c o 3 of S9 Iw.sr7Yl, +e..'^.M+lr•nar•nnl...,....o• nvaerlM4!esaurarsr:,.r,F:,-.Y.r..a,;w,e:-.xw. .._i:z .T:'R'n:::.,,.. ., .. TF THTs DOGUMFwr IS LESS III 111 III III III III I�i�III III III I IIII III 111 111 111 11r 111 I 1111 rJ11111 111 III III 111 IIII1111111 III�I�I III Tot11Ir1r 1 t1TiTlr Mfr r III III IIIIIII III III IIIf I I I LFGTBI,F THAN THIS NOTATION, I 11 I 4 I I I 777 �l_ h I �1 I I I�I —I �jl I fr�r I I ih I 1� -— - OL_ -7 11�V 11�—� IT I, DUP TO TNF. QUALITY OF r� l TIIF ORIGINAL DOCUFIF,NT. 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KN I N LEVEL BUILDING r i I M R I, ms ( _ I �J i 1 c ) 3 t / 1. � N ING M ■" I n W - _ tom, �) � �� �y �y1� ' UZW -1 + -1__1_ 11 •mm r w I I I 1' -1 y tai 1 C1tL r� � I _ —_ _ _ _ __ ' \t.V.r a R S ;,a Q I i - • !Ir\KM , � �•y M \✓ a O [lea, J -� .. 1� E - -- - ---- - - t -- -- - __ — --- ---_- _ _ - - -- - y; ARGE i a I — , r - L— T. F o _ I i t]ti1 O I 'T VIA 411 O - --� - — -- ( - - mJ 41 Q.1 (� .K"•' T 147 0 ,i{� r. 1 tStiJ y��• r I --- • t.'�ki I I -- -- - - •ver.rwl I ' ., ' r pG� • � + I - �, - - - 1 • __ir■« _ I / i M NIS HEATH A 1 qq�}t�;,, b �I' / � \ - .■1 r w .•,_ I / O v CW 1■r .+ „I i� 1 � • n.fr1K»II 1 r � r, aTi'i" 1� -- ----- - ,I J�J ... OG. I s w _ CD) — I — �_ — — "- _ - _ _ an r■■ I — IAMEDA f L 1 Aa I - ,'f ( t ' n rarcas �/ n '__. } a■n r■r D (�` OF I11•�Lt�� y1T-�,_, f1p��M1 f�F•��7{ f,L�1�44 rq��y ;R#��M I'�y[•�� 1ry�}��� (}'p�� 11}L}LM7 RSL-1�1 9'' N � of= CJtlJ t'MJ [ .I da! I '� /� CSL [WSJ CRL m CJ6� QL [7cv m �'.�t1! - • Ilr.rWl r ' I I �— ` _ J r "rr K■, o �'� PROTOTYPE SET 1 - - � ♦ r "1 ,� � I � . _ - - -__. i � � r � t>•� Itttr r ttttttr r r ::I r r r tttttr tr t1�i ette� r414 FIC SERY� %L m m r Ir r �w r �� r 0r tr r 'r r t� r t� r *■ eNr eN� nr r r r a>• tr r �r�rl 'i INDICATES PROPOSED MPJ( TRAVEL DIST 196'-3" < 200'-O" 1 { 124 rrr aln..r rwr r.r..r rrirl.r■ P97 HEALTH d e AU,Y �� _ � — — — — � r _ .�.»n.�N.�rive rive r•n. nr JULY 1997 n - �•— s I/ JC. •' / io_ >• to . ,o• f .'^,p p `.'. 1a• r IVIO a .»r• ■11• Irr■1 rw rw rw r»r r»n rw r c • ' I ' / ,Ilrr A1/1. w• /r■rM■r■r rwN Irtln run �1■1 Kll. U '`'' AXTURE PLAN F--1 12-08-97 � u / i»n ` rr,11 rlNl rw11 K■r Kwl rw11►vel Inr /' / v '�/ p ••. ..�. ' 1'. ._vr . 'r � . -r .•+r / �/ I / � x s ' � ... �v 7 rnr�ue Krr Kuw rrN ru" run rrwl (/ O - , I • 1� r , B -. _._. 'O Drnie�a and rritIto me lot isI appoulel herein cost little or.linil 1 1` F`�r�` yr rr.r�r rlr rwl r»r crit rr11 r»n /1111 KUN _ ` `.. e.n,.,• Kw,r_r,K,,,e r".rl.rw KUN .,Ir I and onpull algid work of Ike Atchitacl and nay eel be daPlir'led. r used or dueloud nlhoel rrltlee comftl of the II / 1 �� ►� � - / � / s� ' � �I, �� TOO SERV wv L�� _ rslr rrfr raw col Krn rw r10 14�4 r■ M / ��d� � 1 I "n erlr sr.ate. InN1=run ryr r11.rr"ru"rm Kw A y M"T V 115 'I c / ROOM 11 1 No. Dale leeue -•_- __ . .m 1 w.a.give Klw rwN rww nw rrw i"N rw run _ - B r--- �- - --r `� � .• �.- ::w,Y�.r.e _��.��.-_z 14 . � __ . ..----. __�= ,, . � :� - -- - - _ B 26 JAN 98 .ISSUE FOR P TT_AND,BID -- _ _ ST+QR E - Y . / ...rra_r....�..,:_�. iw r..-.-r:.n rw r.n.:■ .1. 11 MAR 98 ADDENDUM/A `a> " 'R + a h 41 Yt h-- - ,' 3 LINEAR FT rY..1 �L _. . - . i "� � +`e-• � ME a:ewa w.Nr•er.K.r. �rnw rove rl■e nw rr1 run rw .un � - - -- - 18 MAR 98 ADDENDUM 71 O _ _ _ - - __ ...__ i LINEAR FT ,- 3 I R ;• I I I I n 1 I ; I 1 .1 •, ., .. F M•n.w» 00 - 110 sr rives ver w. ver ver rr«rIr r»n rw _-----_.._.---__-- ---_--_ _� E ACCESSIBLE EX + - EXISTING ACC SSIBLE EXIT L E ----- VESTIBULE c., N (N) CE SSI LE EXITOFFICE 101 _ 125'-30 --- - i - ------ - �- _ --- ----- -- ---------- - ---- ---- -- -- ----- __ - - -,•�,�., __._ __ GUEST" - - 18 LINEAR- �.., 3 L►NEAR �.. - - — --_.. _ _..-. F.O.W - 3 LINEAR FT SERVICE13 _- (E) ACGESSIKE EXIT EXISTING EXIT (E) LEVEL -�-- F.O.W N 6 06.t4 '6.6 ---�W EXISTING EXIT / LANDING MF \ _ _ EXITING REQUIREMENTS CALCULATIONS ' -~� .:� z. —. .- �C-- - ---•��TXp.-�_ - ---=_- _-- r -------___ �-- 24'-0" 20'-O" 22'-0" 22'-0" L21-0" 22'-0" 20'-11" I -11-6n - - '-36'-11" 36'-0" STOCK ADDITION _ — PHARMACY ADDITION — , . M ------_ - _ 152 -4 - ----- --- ------ u STOCK ADDITION^ 17,07 SQ FT/300 SQ FT/OCC 57 OCC PHARMACY-- 560 SQ FT/100 SQ FT/OCC 6 OCC ( 5 4.5) (4 ) (3.5") 3 2.rJ 2 1 0.8 0.7 0 -- -- t EXIT WIDTH REQUIRED 57 X .2 / 12 1 LF EXIT WIDTH REQUIRED 6 X .2 / 12 1 LF EXIT WIDTP PROVIDED 6 LF EXIT WIDTH PROVIDED 1 LF — - - BU�LDING 4.5 (4) (3.51 ( 3 � 2.5 -- `T' -r T 41'-9" / 2 = 20'-10 1/2' TRAVEL DISTANCE SALES 93,711 SQ FT/ 30 SQ FT/OCC 3,12a occ MEZZANINE (EXISTING) STORAGE 3,224 SQ FT/300 SQ FT/OCC 11 OCC -- ,� _0" -_ � 1281-10 112" - _ w TRANINIG/LOUNGE 1,301 SQ FT/ 15 SQ FT/OCC 87 OCC 1 n--�---� - » � N N ' ® 62-0 / 2 = 31'-0" TRAVEL DISTANCE Pre,atl No 17024 (E) FRONT STOCK 600 SQ r/300 SO F T/OCC 2 OCC OFFICES 1,019 SQ Fl/ 100 SO FT/OCC 10 OCC � 20 0 � 22'-0- 22'-0" 22'-On22 0 20'-11 C 1/2 -� - ---- - - - -. — r FOOD SERVICE SEATING 729 SQ t I/ (56 SEATS) 56 OCC STOR/MECH/ELEC 218 SQ FT/ 100 SQ FT/OCC 1 OCC _ _____ Seale - -- FOOD/PREF' SERVICE SERV 655 SQ F1/ 200 SQ Fr1/0CC 3 OCC _ - _ -- - - - - _r .- AS NOTED FOOD SERVICE STORAGE 251 SQ FT 300 SO Fl/OCC 1 OCC TOTAL — 2., I _ I (E) MEZZANINE GENERAL NOTES: ., / / 538 SQ FI 98 OCC � TO riE1�AIN YI NO WORK � _ OFFICES 434 SQ FT/ 100 So Fr 01.1-C 4 OCC t O o EXITING_ r ( ) 1. E BUILDING MEZZANINE AND NEW ADDITION ennn title g LOUNGE 288 SQ FT/ 15 SQ F7!GCC 19 OCC I I M - / REQUIREMENTS _ \ IN THIS ;,REO IS PR0:IDED W AN APPROVED AUTOMATIC FIRE EXIT WIDTH REQUIRED 98 X .2 / 12 1.6 LF '� f'�'"°I'�, SPRINKLER SYSTEM THROUGHOUT. TOTAL 99,892 SQ FT 3,220 OCC EXIT WIDTH PROVIDED 6 LF - M a -PLAN _ ACCESSORY SPACE 756 SQ FT 001 2. ALL EXITS TO REMAIN ACCESSIBLE TO klaVM\11MMVUWVMM 1' EXfT WIDTH REQUIRED 3,220 X .2 / 12 54 IF � � _ --- _ _ _ `V PUBLIC DURING DEMOLITION AND CONSTRUCTION EXIT WIDTH PROVIDED 55 LF SEE DEMO NOTE 10, SHEET A1.1.1 a„ -- A ) ACCESSORY SPACE 3,641 SC FT TOTAL WITH 124,458 SO FT I , (c , TOkM'; MEZZANINE — - - EXITING REQUIREMENTS PLAN 'a TOTAL WITH 120,604 SQ FT 1 STOCK EDDITION . ' rrar.Yn • - , ,_ . . yrs BUP9s-0074 9009 SA, Ilan Blvd,0100 4 of 59 " ,�� ,Y.,..,,,,., n,,w....,r.w...,., ,■.1», .,...,.,.,.Y... .,,,,. Il�n.rcrr,•wR .as :+..`:.:..: -:. � j r�l I 1 III � I III I I III I I III I I Ill I I III 11 l�r 1 I I I I 1 I III i 1 I I 1 I I I I I II I III 1 1 1 1 1 1 I I I I I I I I I I I IT 1 1 111 1 1 f lT 1 1 1 l 1 1 1 I I I 1 I I I I I III I I I I I ��: r IF THIS DOCUMENT IF LFSS I I 1 i 1 I I I L . I I (^� II I I I 1 4 III 1 1 6 I 1 I I I I I I I g J CJ I LFCTBLF THAN THIS NOTATION, - --� ----� IT IS DUF TO THF QUALITY OF Nose jb-=."mF' THF ORIGINAL DOCUMENT. -- - t1l, �111161 i� O��L8t T11 9i flt 6t EtGi it l 6 LIIIII�1111������1 IIII 1111111111IIIIIII��I�i��lll'llillll11111 1 IIIIII111111111111II111 11,1111,�II�I��I�I� 'TI IIII1I1iIIIIII�II I��I IIII�IIIIII;IIIIIII I�II�II,IIIIII�IIII�II�IIT►�IIII IIII�IIII IIII il�� IIIIIIIII IIIII1111 IIIIIIIII IIIIIIIII IIIIIYIII DINNER SUPPLIED MATL & EQUIP SCHEDULE EXTERIOR PAINTING NOTES � PURCHASING KEY ROOM FINISH SCHEDULE n10TE: REFER N OWNER SU FOR COORDINATION CEN CENTRAL PURCHASING FOP FOOD SERVICE PURCHASING LO LOCK OFFICE ANDEQ OWN(T SUPPLIED MATERIALS COP CONSTRUCTION PURCHASING IPS INFO SYSTEMS PURCHASING A. HOLLOW METAL DOORS & FRAMES: WHERE INTERIOR DOOR COLOR ROOM FLOOR BASE WALLS CEILING AND EQUIPMENT AND THE WORK OF THE FIX FIXTURE PURCHASING POS POINT OF SALE IS DIFFERENT, ALL EDGES EXCEPT STRIKE EDGE: EPS--1. WHERE INTERIOR �i - PHASE NO NAME MATE. FIN MATL MATL FINISH COLOR WAINSCOT MATL FIN COLOR HEIGHT NOTES SUPP BY RECD BY INSTALL BY TEST BY SIDE OF FRAME IS DIFFERENT COLOR, PAINT INTERIOR WITH EPS-1 TO THE STOP. REM ,, SPEC PARCH REMARKS DE�',RIPTION 101 VESTIBULE CONC MT-1 NO OWN CTR OWN CTR OWN CTR OWN CTR DN SEC BY B. EXTERIOR RAILINGS: EPS-4/C-4 (E) CMU-1 IPS-4 C-5 - (E) GYP BD IPS-1 C-6 '1'-1/2 1 BABY CHANGING STATION • * + 10800 FIX 102 SALES CONC VARIES VARIES GYP BD IPS--1 C-5 VARIES ACT-1 - - VARIES 1,2,5,7,9 k-R Q H III E C T-1 C. IRANSFORMER & BOLLARDS; EPS-1/C-4 - ----- - - - _ _-- --__- _- -- - — — 2 ACOUSTICAL CLG PANEL (ACT 1,2,3) & GRID • * « 09510 COP 103 GUEST SERVICE CONC RF-1 RB GYP BD / GLASS IPS-1 C-5 K-1 ACT-1 - - 8'-0" 1,2,5,9 D. ITEMS ON BUILDING WALLS: ELFC. CONDUIT, PIPING AND OTHER MISC METAL 8'-0" 3 COUNTER & CABINET FIXTURES • + * - FIX 114 CONTROL ROOM CONC RF-1 RB GYP au IPS-4 C-5 - ACT-3 - - ITEMS, EPS-1/COLOR TO MATCH ADJACENT SURFACE - -- De1oh HootA,A1cAlloc1 4 DOOR HARDWARE CORES + + • • 08700 LO �- 115 WOMEN CONC PT-1,2 PT-21 GYP BD CT--1,2,3 - - GYP BD IPS-2 C-6 8'-0" 1,2 1115 AIlentic Avenue F. ITEMS ON s • Alameda. CA 91501 5 CERAMIC TILE • • • 09300 COP INTERIOR ONLY 1. ROOFTOP MECHANICAL EQUIPMENT IS FACTORY FINISHED OR UNPAINTED 116 (E) MEN (E)CON PT-1,2 PT-21 GYP BD CT-1,2,3 - - GYP BD IPS-2 C-6 8-0 1,2- lot 610665 8163 6 EXTERIOR WASTE RECEPTACLES v * « _ COP ALUMINUM PER SPECIFICATION. OSR TO DETERMINE WHICH EQUIPMENT IS 120 FOOD SERVICE STORAGE CONC RF-1 RB GYP BD WC-3 - - GYP BD IPS-2 C-6 8'-0" 2 VISIBLE AND REQUIRES PAINTING _..__ ,- ---- - _- -_ __ ----.---- --- ---- - . -- fix 510 US 1611 7 RESILIENT FL, BASE & ADHESIVE • + * 09650 COP " GAS PIPING REMAINS UNPAINTED. 123 FOOD PREP/SERVING CONC PT-1 PT-21 GYP BD CT-3,7,$,9 - - GYP BD IPS-2 C-6 9'-0" 1,2 8 CARPET, EDGE MOLDING, & ADHESIVE • • • 09680 COP 124 FOOC SERVICE SENTING GONG VARIES PT-21 GYP BD CT-3,7,8,9 - PLM-1,3 ACT-I IPS-2 C-6 13'-0" 1,2 _- ---------------- __- _ - _-- - _---- _ __-.-----___-_-09900 COP INM F. SEE REFLECTED CEILING PLAN AND EXTERIOR ELEVATIONS FOR ADDITIONAL 9 INT WALL PAINT • • + TO SPEC. FOR `;PECIFX / 126 PHARMACY CONC RF-1 RB GYP BO IPS- C-5 - ACT-1 G8 IPS-1 C-6 VARIES 1,2,15 PAW SYM MIS AND cum EXTERIOR PAINT COLORS AND FINISH SYSTEMS _ 10 KYDEX WALLCOVERING • • * 09950 COP 127 PHARMACY TOILET CONC PT-1 PT-21 GYP BD WC-3 - - GYP BD IPS-2 C-6 W-0" 1,1,6 11 WALL SOAP DISPENSERS/TPH/TD-5 • • + 10800 CEN RMM mac. FOR 128 PHARMACY SALES CONC RF-1 RB GYP BD IPS-1 C-5 K-1 ACT-1/GB IPS-1 C-6 VARIES 1,2,5 X5444 -- -- - - ---- --- - --- ---- -- _ _ _ 'gun _ 12 INTERIOR :IGNAGE - + + + POS - 130 COMPACTOR/BALER CONC SEALER WB VARIES - - - EX STRUC -- - - 1,3,10 13 PYLON SIGN & EXTERIOR SIGNAGE • • • • - - INTERIOR PAINTING NOTES 131 RECEIVING CONC SEALER WB VARIES - - - EX STRUC - - - 1,3,10 14 SAFE • * • • - COP 134 (E) WATER SLRVICE CONC SEALER - VARIES - - - EX STRUC - - - 1,3 -- _- �--_----- - 138 ELECTRICAL CONC SEALER - GYP BD - - - EX STRUC - - 3 15 ATM, VENDING, REFG, & MICROWAVE + * • + - FOP A. WOOD AND HOLLOW METAL lX)ORS AND FRAMES: IPS-4/C-5 ANO. --- _- _ -- _ -- - _ -_ ---- --- -__ PLAN 16 COMPACTOR, CONTAINER, CONTROLS s « + * - COP - -139 (E) NIGHT MAINTENANCE CONC SEALER - GYP 3D - - PLYWOOD EX STRUC - - - 1,3,8 ® KEY - B. MIS". METAL ITEMS: IPS-4 TO MATCH 17 BALER • + + - COP 140 (E) DAY MAINTENANCE CONC SEALER - GYP BD - - - EX STRUC - - - __.-- ADJACENT SURFACE IN SALES AREA IPS-4/C-5 ELSEWHERE. 18 FOOD SERVICE EQUIP & FIXTURES + • • + - FOP 141 CIRCULATION_ - CONC - - - --- GYP BD-----_- - IPS-1 C-5 - - - -C. DOORS, PAINT TOP, BOTTOM, ALL EDGES _--- ---- -- --- - -- --- - -- 19 HANGING BIKE FIXTURE • • ' - FIX AND GLAZING STOPS TO MATCH FACE OF DOOR. 142 FIXTURE STORAGE CONC SEALER WB VARIES - - - EX STRUC - - - 3,10 20 SidlS FLOOR rTXTURES • + + + - Fix D. FLOOR STRIPING WHERE INDICATED. 143 (E) EMPLOYEE RESTROOM EXISTING - - - - - - - IPS-2 C-6 EXISTING 1,2,.1 21 UADSCAPE OFFICE PART11IONS s « « _ FIX IPS 8/ C-8. 144 GUEST RESTROOM CONC FT-1,2 PT-21 GYP BD WC-3 - K-1 GYP BD IPS-2 C-6 8'-6" 1,2,5 22 STOCK ROOM SHELVING « • + - FIX 147 STOCK ADDITION CONC SEALER WB VARIES - - - IX STRUC - - 1,3,10,18 23 RTU'S AND CURBS + • * + 15780 COP 165 STORAGE CONC SEALER WB VARIES - - - IX STRUC - - - 1, 3 24 COAT RACK & SHELF -- - - -- -- - + -« -- « * _ - FIX - - ROOM FINISH NOTES 151 ESC _ -- CONC 'RF-1 RB - GYP BD _ IPS-1 -- C-5 - _GYP BD IPS-2 C-6 VARIES 1,24--- -- 25 FOOD SERVICE HOOD + * + • 11425 FOP t sero, 15ee0 1. SEE PIANS, INTERIOR ELEVATIONS, 11. INSTALL 8'-0" WC-2 OR K-1 - --- - -----_ -- - - -- - --- -- -- - -- 26 POWER, POLES & FLEX WIRE • + • + - COP SECTIONS AND DETAILS FOR MORE PANELS VERTICALLY. -- --- - - - - - ft -- - TYK-le FIXTURES ONLY W/FLEX DETAILED MATERIAL AND FINISH -- 27 LIGHT FIXTURES, LAMPS & FLEX WIRE « v • s COP 12, INSTALL KYDEX AT BOTH 28 HVAC PARTS CABINET -- ----- , - -- + - «__ -- - - INFORMATION. WALLS TO '8"H X 28"W COP 0 JAN SINK. 29 SECURITY ALARM SYSTEMS/CCN « v « • _ COP 2. TAPE AND SAND GYPSUM BOARD WALLS AND CEILING RECEIVING 13. ROOMS ADJACENT TO MARKING 30 TELEPHONE SYSTEM « « • • 16741 COP WC, K-1, PLM, OR CT. OR STOCK SHOULD HAVE --.-- HARDWARE CLOTH ON THE - - 31 PUBLIC TELEPHONES • « • * - FOP MARKING OR STOCK SIDE. 32 NOT USED FOP 3. UNFINISHED GYPSUM BOARD 14. AT RATED SOCKROOM COORIDOR - - - ----- ----- - - -- ---- -- 33 RADIO PAGING SYSTEM • « v « - COP SHALL BE TAPED ONLY. PROVIDE +4'-0" AFF FIRE-RE(ARDENT TREATED PLYWOOD WAINSCOT _ --- _ _ ^ _- __ -. _- _ _--- _ __-- _ _--__ 39 34 EPOS SYSTEM s s v « - COP 4. PROVIDE INSIUL-4 ABOVE --- --- --- ------ - - -------- --.--- ---- ---- -- -- 35 TV TRAC « * • • 16781 COP CEILING. CUT INSUL-4 BACK 15. PAINT EXPOSED ELEC. PANELS TO 3" AROUND LIGHTS. MATCH WALLS. 36 ENERGY MGMT, AND CONTROLS • ' ' « 15950 COP -- - --- -- - 16. EXPOSED STRUCTURAL COLUMNS IN -- - - - - - -- - - - _ - - - - - -- - - 37 CONTACTOR CABINETS « * * • 16485 COP 5. APPLY KYDEX WAINSCOT TO 48" - - -. -- - -- - -- AFF. APPLY RESILIENT BASE TO ALCOVE RECEIVE EPS-1/C-4. __--- 15�50 -- RISER-rtS SPEC. 38 THERMOSTATS v * • * COP INSTALLATION WAINSCOT. --- ----- - -- _ - - ----- - -- -- - - - - - -- -- - ---- _ - -- -- __ - - 17. PROVIDE GYP. BD. CLG. 2'-0" - 39 CONTROL RM A/C EQUIP s « s • « 15850 COP ABOVE LAY-IN CLG. SEE RCP O _- - -- - - - 6. APPLY WC WALL PANELS FOR DETAIL 40 REMOTE CONDENSING UNIT ' ' ` ' - COP FULL HEIGHT. t (5 -1 § I 41 SKYLIGHT • + + « 07810 COP 18. PROVIDE CAP 0 WOOD BASE (WB) C�/J, ----- AT STUD WALL. SEE DETAILS ------------_ - - - - - ---_-__-- - - -_.--__ ------- -- --- - --- tvts H�►rH c� 42 FOOD SERVICE MENU BOARDS 4 - - - - `- --- t-- -_ - - FOP --- - - _ 7. EXTEND PAINT 6" MIN BEHIND � - _ _ _-_- --___-.-_ - _._ _ _ ,_.__ _ —__ --—-- ---- -- - - --- - - ALL FIXTURES. � G-° ) 43 VALANCE « « « - COP A4* A4.4.3 _ _ _ ALAMEpA CA 166 1 44 PACKAGE ENGINE GENERATOR SET • + + • COP s� LATA O _ _ _ _ _ _ _ _ I u�ulaN 9 nG n1k%(3 - -- - --- -- ---- -- - -- - - - - 8. PROVIDE 1/2 " PLYWOOD 19. INSTALL K-1 WAINSCOAT AT ENTRY ---__ .__ — --T 45 CART CORRAL - - - + * * - COP ATTACH OT TTEC 8' On AFF.TO STUDSSCREW IN MAX 4'-0" WIDE PANELS WITH 46 FIRE ALARM SYSTEM • • + • 16721 COP 1/16" GAP BETWEEN PANELS PROTOTYPE SET 12" O.C. VERT. ABOVE 8'-0" AND ABUTING WALLS. 47 1 HOUR PHOTO EQUIPMENT & FIXTURES • ' v • _ FIX AFF. PROVIDE WALL MATERIAL __-.-_ _.___ _ _ __ __ - - P97 INDICATED BY P1,RTITION TYPE 20. PROVIDE CORNER GUARDS AT ALL ---- --` --"- - — - --- 48 NUMBER DISPLAY MACHINE • ' ' • - FIX SEE PLANS. OUTSIDE CORNERS OF WALLS 49 ALVERADO POSTS (FOR EAS.) « - ' - --- - - -- ' - - - - COP - - ---- - - — RECEIVING WC-1, SEE SPEC. -- - - - -- _ _-- --_--- -- -__ ___ _-_-- -_-- _-- ,JULY 1997 SECTION 10010-2. - 50 SATELLITE DISH • + ' • - ISP 9. PAINT EXPOSED STRUCTURAL - - -�------- ----f- - -- ---_ - ---- - ------ --- �'�'! COLUMNS IN FINISHED ROOMS 21. COORDINATE REPAIRING AND/OR FIXTURE PLAN F-1 12-08-97 51 LOCK BOX FOR TRAILERS « • v - COP WITH IPS-4/C-5 FULI HEIGHT REFINISHING OF ROOM WITH TARGET TO CEILING, CSR PRIOR TO CONSTRUCTION. — ___ _ _ — — _. _ - -_—__ _ _-- _- - Dulli ft eel rnlar a erete►fal epp•enep WON coeeUtute 11111111 52 RAILS & BUMPERS + • ' — FLOP — — end unpublished wo a el Ike I,rcbitect and ut eot be depliuted, 22.. VERIFY EXISTING CONDITION, CLEAN -- - - --- -- 53 TIME & ATTENDANCE • • • _ ISP AND APPLY NEW PAINT AS REQUIRED - _ - f -- — ---- used or dracloled ettheet 9011ee coesenl of Ike architect - - - 54 E.A S. PEDESTALS ' ' ' - COP 10. CONTRACTORS OPTION TO PROVIDE -` - -- -- -- - `-- PLYWOOD BASE IN LIEU OF 102 12 - -- . .-_ No We teeee 55 BENCHES - • ' • • - COP PINE BASE. 23. PROVIDE +4'-0" AFF 1120 PLYWOOD _ ?8 JAN 913 TUE-TOR PLI 91p 6 HANGING SIGN SUPPORT * + ' - POS 24. PROVIDE DROP CEILING O 13'-0" HT _- -- -.-_ -- _-- -_ - _ _--- EXCEPT WHERE ROOF BATCH ACCESS --------- ---_- ------------___. _____ 57 CART DOOR BUMPERS v v • 08700 COP _-- --_-__ CLEARANCE RE:Q'D (6'-8 MIN HEAD 58 EXTERIOR FINISH SYSTEM • « s • 07176 COP -- HT CLEARANCE) --- ------ --- 59 VCR « v v • - COP ---- ---------- --- ------ 60 NAME BRAND GRAPHICS + « • - COP 61 STRUCTURAL CURB + ' • • 07810 CGP GENERAL NOTES I FINISH MATL & COLOR CODE --�� --- --- -- 62 BLOOD PRESSURE MACHINE s s • • - FIX -- - -- - 83 FLOOR MAT • s v 09680 COP CdLOF18 AND F16SH 8`BTFJ> EPEC _ R= MAT- SPEC SECTION OM CM>1t1 - WM SECTION 04200 _ -_- C-1 RED C-9 NEON RED MT-1 BRUNO MAT ___-- 64 ROOF DRAINS « • + 15410 COP CMU-1 EXPOSED CMU BLOCK _ - -- C-2 BLUE C-10 NEON BLUE MT-2 EAS MAT ---- --- - - -- - - -- - -- -- --- - A. CPT-1, CPT-2, RF-1 1NRU RF-4, CMU-3 ROCK FACED CMU BLOCK 65 LOCKERS * + + - CEN RB, ALL CT & MT-1 ARE FURNISHED C-3 GREEN C-11 NEON GREEN LJ 66 SHELVING FIXTURES W/WALLS • ' • - FlX BY OWNER C-4 IAN C-12 NEON YELLOW FOM CAFFL3rTFK-9W SECTION OQigO C-5 GRAY C-13 LT TAN H/C HARDWARE CLOT14 67 WATER RECONSTITUTION SYSTEM * • c • COP - - 7 8 5 63 C-6 WHITE WB 1 X 12 PINE WOOD BASE QLAZINGNE SECTION 06800 C-7 DARK TAN -- - ---�""`' 68 CLUB WEDO « + + « FIX C-8 OSHA YELLOW PLAS'1lC LAMINATE-M SECTION 06400 _ _ -- PLM-1 GRAY GL-1 1/4' CLEAR GLASS ------- 69 RECYCLE BINS • • * - CEN B. ALL COLORS OF EFS-1 THRU EFS-2 EPS-1 EXTERIOR PAINTING SYSTEM GL--2 1/4" TEMPERED CLEAR GLASS - - - -- --- _ --- _ & GREEN f-5 IN IPS-1,4,5 T 70 CORPORATE GIVING BOARD -�«- • : POS thru SPEC SECTION 09900 PLM-2 PLM-3 RED GL--3 1/2 " TEMPERED CLEAR GLASS .� ARE FURNISHED BY OWNER EPS-5 GL-4 ONNE-WAY VISION GLASS 71 NOT USED ITS & -SPEC SECTION CM GL-5 EXTRUDED POLY CARBONATE - -_-- -- _---- --_ -------. -_-- _-_--- __ - --- _ -- _ . 58 9 IPS-1 INTERIOR PAINTING SYSTEM " • • s • CT-1 CERAMIC WALL TILE-WHITE GL-6 1 4 TEMPERED CRONZE GLASS Irelecl Nn 1 7024 _ SPEC SECTION 09900 GL-7 MIRE GLASS 2 OUTRIDE AIR PROBE - COP thru - CT-2 CERAMIC WALL TILE-CRAY 73 HOSE REEL -- + ----- • -- • - - _ _- -----'-- _ - C. K-1 IS FURNISHED BY OWNER CERAMIC WAIL TILE-BLUE --- - - -- - ---- - - - -- IFS-12 CT-3 CE - - CT-7 CERAMIC WALL TILE-GREEN Scale NONE r . — — - o -_-- � ---- * - • -- I EFS-1 SPEC ISE('TION 071SS SYSTEM ACT-1 VC�17.11�8P£C 8E�C'T10N 0➢610 74 ASSET PROTECTION RM C EQUIP • • ° • + 15850 COP 10 `- �` (..T-8 CERAMIC WALL TILE-YE�LLUW 75 PNL. W SPRD. SPEC. INDCTR. LIGHTS 15850 SP thr� CT-9 CERAMIC WALL TILE WHITE FLECK VINYL FACED, RANDOM FISSURED OM --- - / Dre+le'I�ue ROOM FINISH D. ACT-1 & ACT-2 ARE EFS;-2 CT-10 CERAMIC WALL TILE-VIOLET ACT-3 VINYL COVERED, GYPSUM TILE ------- - _----- 76 TRAFFIC DOORS * + + 08355 COP FURNISHED BY OWNER t`J CT-11 CERAMIC WALL TILE-RED SCHEDULE 77 BATTERY STORAGE CONTAINER v s • _ PAW"RDOFM AND BASE-1104 SEGTION 06660 - __-_--------__ - • • : _ 07720- COP - ----------- --- c RF-1 12" X 12" GRAYF- -- - PT-2 PORCELAIN TILE-GRAY FLECK WALLCdN 'EG BEC71ON 09� 78 Fi00F HATCH -- - --- -- s - + — « s E SEE OWNER FURNISHED .D MATL &N _ _ WNW,EX - TARGET GRAY DISC DN 16 COP RF -3 6" FEATURE STRIPE RED °T 5 PORCELAIN TILE WHITE FLECK K-2 KYDEX TARGET BLUE tow 79 SWBD, TRANSF, PANEL BOARD, _ - _ _ _ -___ __ 10 AND NOTES- EQUIP SCHEDULE FOR WORK OF r - 'fir I; CLEANING FLUID DISPENSER ^' - • • • CEN RB RESILIENT BASE - CHARCOAL 80 CONTRACTOR PT-6 PORCELAIN TILE-GREEN K-3 KYDEX - TARGETEE:N PT-12 PORCELAIN TILE--YELLOW ' ' « • • v WC-1 VINYL FABRIC - DUSK 81 PNEUMATIC TUBE SYSTEM COP CAIIPET-SPEC SECTION OM60 PT 13 PORCELAIN 11L.E-VIOLET a -_. _---------- .- -- ------ -- - - - -- - _ — _ - - -- - -- -- - _- -- -- _-_ . - - _ WC-2 FIBERGLASS PANEL - GRAY v • • : PT--20 COVE LASE TILE-WHITE 82 PREFABRICATED ELECTRICAL ROOM COP CPT-1 GRAY CHECK c PT-21 COVE BASE TILE-GRAY FLECK M _— _ -_--- --- - . __ _ _-- _ -- - _ CPT-2 ('HERBY RED GRMIaIC., WC-3 FIBERGLASS PANEL - WHITE _ .r 1 { r f3Up98-OU7A � ,N 1011 1 � 9(1(19 SW Hall 131vd • F I • Y 5 of 59 ".""'="ai9MvsAdy ':`RR'SMfMw'NI`.'••P ,.v...�y-.. ,-...,.. .. ..a �_ _ .,,,...as,�m ,,;,S...F.:e�Y='.I�JeA" ' nl��e 'f1111? '�4raNe/I�;...:;i'�WeI�F ijr 111-11lill 111 i�1 1 1f t � iIi i�iilll IIS ll� iji Iii I�r II7 1111111 lIl 1�I 1�1 Ill III III lIl LII �I�� it III III 1�1 111 III > >lT�rtlr�r11�1 ISI IIt III III III III III III�Ia1I}1� '' I IF THIS DOCUMENT IS TLFSr ATA I r I-1� I I GI I I I I I ,e LFGIBLR THR.N THIS NOTATION, �t 7 000 111_ }� (4 �•�' �6 IT IS DUF TO THF QUALITY OF THF ORIGINAL DOCUMENT. VIII IIIA IIIA IIIA IIIA IIIA I,II IIIIIIIII IIIIIIIII II�IIIIII II1III1I1 �I�I IIIA IIIA IIIA �I�IIIIII III�IIIII IIIIIIIII IIIIIII�I II��IIIII IIIA IIIA I.II IIIA IIIA 1111 IIIA IIIA IIIA 111,11VIII{III IIIA 1111 ILII IIIA IIIA IIIA IIIA IIIA IIIA 111„1111 IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIIIDII3 0 X B L B L I L L I B L L 161E S��G—_t�OrL 8 i B i L T 9It 1 9 TI 1 6 I t3 i I f i I 1 — d �. K K.2 K.8 H.2 H.1 QH G.2 G.1 G� 1 ° ° - ° ° o o r I 1 0 I O O 7 001M Fal OWkWA ► t ._---_ —_—.__- _- - ____-- .._ 1 1 1 I I KVMM @W Aft.) 3 _w A1117V[ I I I I I ( I I I I I I IIID AIIMtIt AIeN� ' 1 � I � 600a BUSS(EXISTING) IIuNa,CAN/11 I Tel 141#11 His fu 11/1111411 I t AMR. .._ _ - - - --- --1 200A 1/L" GIT TO ` ' ' I ' (NE W) i ( I I D 1 I 60' Afi. 1 - II I I I ' I - _ - —.._ _ --- 4 I 1 (3) LPS-RK - - _ -- - -- __ -- t- 1TL 2t�W) 11 I CDrACTa REIOTE STALL 11CONT1111tOLS FLlIt11tM1ED 1 --- w — FASTEN ELT 2NEw)�C-4114/o MCM I 1 I 1 CONTROL LOCATIGI VITM COWAC TER W CO VAT t N W)C-3114, t M 1 OG TO 3 ' ---I — - — - -_ 43 TRANSFORMER VA RMER 'T--6' \ I s I HATCH LINE r / KR PLM r 1 h---CONTINUED ON ��3(Nl[ /4'C.1M4 N i DETAIL 2/E-S = `� I I ' a 1 1 \1 1/2'C-4#2, 106G. (NE W) I i j _ _ _ i 7 _ �° l L ° `�'.- 1 I i � - _ ----- _ _-• _. -_- - - ---- - _ -- - -i PANEL PANEL f 1 HIL5 LP9 � I I VITH CO�ACTRt Pt1W�Qt�D (NE W) (NE W) IP .1I 14 - /77 I 3 PARTIAL RISER DIAGRAM E6 SCALE, NONE CO9 L — _ .L_- • ' TOR 0 ---- 19 - 1 RECEIVING POWER PLAN E6 SCALE: 1/8'=1'-0' r-r w B A 2 I � i I 1 ---t u I � I I PLAN NOTES PROVIDE J-BOX AT TOP LATCH SIDE OF COMPACTOR DOOR AND STUB 1/2' CONDUIT i I � UP TO JOIST SPACE, LAVAC STUB CONDUIT (1/2' ❑P AS NOTED) FROM J-BOX TO AREA ABOVE CEILING LINE OR 1 I 6131 EAST IS, IM. STREE9 ABOVE BOTTOM OF ROOF SUPPORT MEMBER IN UNFINISHED AREAS 1 I �- �� TELE 549- a6 9 3 MOUNT 8' FROM DOOR TRACY. ON WALL. (� 1 — FIXTURE PLAN F-1 DATE L'4 INSTALL J-BOX FOR FIRE ALARM SYSTEM SMOKE DETECTOR CENTERED ABOVE __- _ - --------.--- _ _ - ICOMPACTOR DOOR, APPROX. 2'-0' FROM WALL ON BOTTOM OF ROOF SUPPORT MEMBER. orelINeneexlMhuterfelgpuMllereieeneNMeergleet 1 r, 1 eN eyrIMU1 w t at IM ArNll•st W"1f N1 M 40061lN, U PUSH-BUTTON FOP DOOR STRIKE RELEASE (VERIFY LOCATION WITH TARGET C.S.R.) _ 1 4604 K Ileek W MINK�rNles eewM W Nle Arellhel �6 PROVIDE VP CAST ALUM. SINGLE GANG J-BOX W/COMPRESSION FITTING AND CONCRETE MATCH LINE I - - _ - - ANCHOR BOLTED (2 PLACES) AT 6' A,F.F. OF LOADING DOCK CONTINUED ON�I _ - __ _ -_ _--_ -_ _ - __ DETAIL 1/E-S r-_. ----- _ -_ _ _ __ _- _ `-- —_ _.- ___-- 1 r ��1.' 10 \-AnD. 7 oi L HEREDY CQITIFY THAT THIS PLAN. SKCIFr.ATD71e. 4' FROM COMPACTOR CONTROL PANEL TO PHOTOCELL ADJACENT TO I "'j Ar L I`F�I I E STEWD PvRrIP�A�D THAT I W5INEV ME Led"umm MY PROVIDE 3/ C U ❑ COMPACTOR OPENING (APPROX. 48' AFF.) VERIFY LOCAIIUN. I � � � I� CAI ( 19� D� t � I ,\ F��y�y � l ! REc1srERED PR�En1aw. ENwNEER uNmER THE I 0 PROVIDE J-BOX AT TOP LATCH SIDE OF COMPACTOR DOOR AND STUB 1/2' CONDUIT I 7 - LAYS THE STAT[ UP TO JOIST SPACE. I --- `r. QIy L9 T I - DISCONNECT EXISTING COMPACTOR AND BALER AND EXTEND CIRCUITS TO NEW LOCATIONS. E l— — `1 DAT P1(.1 P RorFS GISTRATION N11 lvw ick_ — RECONNECT AT NEW LOCATIONS AS REQUIRED 10 REFER TO DETAIL 4/ED-3. c�• N4c9 S1�PIRATTOr DATE -_. _ -_ �' 113829 ' 11 JUNCTION BOXES FOR TARGET SIGN. VERIFY LOCH.I❑N WITH OWNER SUPPLIED DRAWINGS I I I - WIRE NEON LIGHT LEADS TO HIGH VOLTAGE TRANSFORMERS AS REQUIRED BY SIGN SUPPLIER. I I _ (LIVER MAX MY F.E. LOCATE JUNCTION BOXES AND WIRING CONCEALED AND ACCESSIBLE INSIDE BUILDING. DRILL. I ----- OREGON - HOLES IN WALL AS REQUIRED TO ROUTE CONDUITS T'] SIGN 1 _-- _. - - — i 1 14 la __ I ----- I �', 0611 12 ROUTE CIRCUITS THROUGH ENERGY MANAGEMENT CONTACTORS, REFER TO CONTACTOR SCHEDULE I NTAI� ON SHEET E-1. ' I a XFM TO FIRE RATED DOOR CLOSER/DETECTOR 'T-6 �T - F&gM M �13 PROVIDE 24V CONNECTION - PROVIDE INSTALLATION PER MANUFACTURES WRITTEN INSTRUCTION AND RECOMMENDATIONS. I , _ - -- - QBE PROVIDE CONNECTION FROM FIRE ALARM SYSTEM PANEL TO DETECTOR CONNECTION. VERIFY EXACT REQUIREMENTS OF CONNECTION AT FIRE ALARM SYSTEM PANEL 7 14 MOUNT ADJACENT TO EXIT SIGN. _ i- 11 PO ' PAWL -- . - —------ --_— _ � ; I IalLs� 'LPe' -- C_'J STUB CONDUIT (1/2' OR AS NOTED) FROM J-BOY. TO ARCA ABOVE CEILING LINE OR BOTTOM (NEW) (PEW) �� p __---_---___-- Or ROOF SUPPORT MEMBER IN UNFINISHED AREA --_- �__� -{ _ STO RE1k91 L TdR -------- --_-- — I I hep61N. 9. 8101/T--j45 2 STOCKROOM POWER PLAN E6 SCALE: 1/8"=1 -0' -- --- ---- oreNq Tule STOMRMIN POVER _—.__- -- PLAN ------- ---— Looellse a NNAr h, . ... ... �; db r a ch i a t1UIx18-0074 I z 9009 SW Na11 Blvd,#100 IF THIS DOGUMF.NT IS LESS �r1ilr 1111111 I�11111 II111 I 1111111 Illil I I�II,IIIIITII�TIIlllllr 11111 11111111 1111111 IIIIIII VIII I IIII!1!111111 1 tltlt�t t�rll T TITIlI1 lIl I 1 111111 111 111 1111111 111 I I � r 1 ' 1 I LEGIBLE THAN THIS IJOTATTON, IT IS DUE TO THE QIfALITY OF THE ORIGINAL DOCUMENT. ^7S AL 9G LG �G I G 6G C GG tG G 8t 8t 6T It 4t 1'It It I Gtr tt t T8 T1111LIr, II IIIIIIIIII III � IIIII IIiifi� an nuIn1IIIII�Il11IIIInI11I11n11 In11un n111uii e OPENING SCHEDULE NOTES DOOR TYPES DOOR SCHEDULE 1 ognAnnc VOID AND BLOCK-OUTS AS REQUIRED IN DOOR FRAME TG SUFFIX INDICATES TRANSFER GRILLE IN DOOR E0. E0. DOOR DOOR GLASS FIRE HDWR. FRAME An DEAD TO INSTALL CONDUIT, LOW VOLTAGE WIRE, do REED ��`---�---'I`-�- PHASE N0. TYPE MAT'L QUANT WIDTH HEIGHT THICK TYPE RATING GRP. TYPE MATTF_ " AD DTL _ JAMB DTL_ SILL DTL NOTES S1h"TCHES LOCATED IN HEAD 6" FROM DOOR LATCH SIDE, HM OR l H/C - - TYPE V - 101 FG ALUM 2 3'-0' 1'-O' 1 3/4' GL-2 - Al 3 ALUMA1.5.2 6 A1.5.2 8 A1.5.2 1,2 EACH DOOR LEAF. COORDINATE THIS WORK WITH THE ELECTRICAL ALUM I BETWEEN 2 --- VISION -- - - - - - _ -- ---- -- -- __ _.- -__�__., �T / - CONTRACTOR AND SErURITY CONTRACTOR TO PROVIDE FREE W/FULL LAYERS 3/4' PANEL �- __ TYPE N - 101.1 FG _ ALUM 2 - 3'-0' 1'--0'- 1 3/4' GL-2 - A4- 3 ALUM 1O/A1.5.2 - _ 8/A1,5.2 1,2 A A C N IT E C T S OVERHEAD ACCESS, THROUGH FRAME WHERE POSSIBLE. PLYWOOD VISION 101.2 FG ALUM 1 3'-0' 7'-^" 1 3/4' GL-2 - A3 3 ALUM 1 O/A1.5.2 8/A1.5.1 1,2 I PANEL - ---_ - -- - - - ---- -- t-__._____ 'L? 101.3 FG ALUM 2 3'-0' 7'-Or 1 3/4' GL-2 - A2 3 ALUM 1O/A1.5.2 - 8/A1.5.2 1.2 peeeie Nuts,Atchltect 2. PROVIDE VOID AND BLOCK-OUTS AS REQUIRED IN DOOR FRAME j 10 � 101.4 FG ALUM 2 3'-0" 7'-0' 1 3/4" GL-2 - Al 3 ALUM 11/A1.5.1 6/A1,5.2 B/A1.5.1 1.2 !115 Atlantic Avenue JAMB TO INSTALL ELECTRIC STRIKE AND WIRING. _._J I --- - ---- -- -- ----- -;---- -:- -- .- -_ - -----._-. Alameda. CA 31a0i �.__ - 102 F HM 1 3 -0' 7 -0' 1 3/4 - - A2A 3 HM 5/A1.5.2 5/A1.5.2 3/AO.0.7 '.2,3 VERIFY AND COORDINATE WITH HARDWARE SUPPLIER AND --- -- - - - - - Tel 510 865 6663 ELECTRICAL CONTRACTOR. F UJ6H F04M MM H/C - 102.1 J HM v2 3'-Or 7'-0" 1 3/4! GL-7 20 MIN 5 1 HM 1 A0.0.7 2 AO.0.7 SIM - - 3 M � ----- / __ / / F a 1 510 d fi S 16 I t polio ET _ 102.2 F - - HM 1- 3'-0' 7'-0' 1 3,1'r - _ 8 - 1 - HM 1/AO.0.7 2/AO.0.7 SIM.-_ ----- 3 3• SEE INTERIOR PAINTING NOTES do 'FIN;SH MATL & COLOR CODE' 102_3 F HM 1 3'-0' 7'-4' 1 3/4' - - 22 5 HM 5/AO.0.7 5/AO.0.7 3/A0.0.7 2,3 --- ON SHEE A0.0.5 FOR INTERIOR DOOR AND FRAME COLORS. 102.4 TO - ABS _2 3'-0' ;'-0' - GL-5 - 30 4 STL 15/A0,0,7_ 15/AOr0.7 - 3,12 ---VISION RVS ROLLING TRACK 102.5 TD ABS 2 4'-0' V 8'-0'_ - _--'- GL-5 - - 30 4 STL 15/AU.0.7 15/A0.0.7 -- 3,12 PANEL 4. NOT USED _ I - 102.6 TO ABS 2 3'-Or P-4' - GL-5 - 30 4 STL 15/AO.0.7 15/AO.0.7 - 3,12 �- - � / 1!II II II II II II II II I! II II II II - --- - TYPE G I (t, 111 11 !I l l t l!I I I I l l l l l t l l l l l l l 103 F HM 1 3'-0' 7'-rl 1 3/4' - - 4 1 HM 1/AO.0.7 2/0,0.0.7 - 3 5. SEE SPECIFICATION SECTION 11160 FOR F .EXIBLE STRIP DOORS i VISION --------..-- I_� III 11 1►I I I 1 11 1 111 1111 I t l l 11 11 114 F WD 1 3'-0 7'-D" 1 3 ,C - - 13A HM 1 - PANEL - `� INSTALL VINYL I l l l i l l l l l l l l l l l l l l l l l l l l l l -___ _- / - -_- /A0.0.7 2/A0.0.7 SIM. - -- 3 `; �------� _----------_____--- 7-7 i I Il 11 11 11 li 11 l � - STRIPS SO I III I I I I I I I I I I I I 120 TD ABS 1 3'-0 7'-4! - GL-5 - - 30 1 STL 4 AO.0.7 SIM 4 AO.0.7 - 312 II II IIIIIiii !IIIIIIIIIIIIIII -- - - ---- __ _ / _/_ _ _ 6. OWNER FURNISHED BACKROOM FIXTURE INCLUDING DOOR -_ MAT LE b / INNTTERLOCK ES 11 1111111 1111 I 1 I I I I i 1111 I 1 I 1 125 F HM 2 3'-0' 7'-O' 1 3/4' - - - 36 1 HM 1 AO.0.7 - 2/AO.0.7- - 3.4 & FRAME 66 TYPE 1 \ TO FORMA / / KEY PLAN OR 2 CONTINUOUS !! I I 111 I I I I I i 1 11111111111111 126 OCD ALUM 1 24'-6' 5'-5 1/2' 49 4 STA- FILL AS REQUIRED 8 ` _ SEAL _-_ --- - - _ _ - _._.. - _ N 7. PROVIDE DURABLE SIGN PIACED OVER DOOR STATING H OH GATE-1 TD RVS FLEXIBLE L'LEAR - 126.1 OCD ALUM 1 13'-11' 10'-0' - - - 49- 4 STL FILL AS REQUIRED - 8 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' - - VINYL STRIP 126.2 - OCD ALUM 1 10'-9' 10'-0' - - - 49 4 STL FILL AS REQUIRED 8,13 FIXED-FVS ------ -- -- --- - - - ----- - -- ROLLING-RVS 126.3 F - HM 1 3'-Or 31-f 1 3/4" - _ 34 7 HM 15/A4.4.4- - 3 127 F HM 1 3'-0' 7'-d' 1 3/4' - - 6 1 HM 1/AO.0.6 2/AO.t.6 - 3 8. SIZE INDICATED IS FOR ROUGH OPENING. _ _ SIZE DOOR ACCORDINGLY. - 130 F HM 1 3'-8' - 7'--Or 1 3/4' - 90 MIN 30 4 HM 3/A2.5.1 47;42.5.1 - 1,3 131 OH STEEL 1 8'-8' 9'-4' 1 3/4' - - 28 4 STL 7/AO.0.7 8/AO.0.7 - 8 9. O'eiiNER FURNISHED PREFAB L�it•?RICAL ROOM INCLUDING DOOR, - -- - _ FRAME AND HARDWARE® 131.1 OH STEEL 1 8'-8'_- 9-4'-�_ 1 3/4" - - 28 4 STL - 7/A2.5.1 8/A2.5.1 - 8 HOUSING ��-- 131.2 OH STEEL_ 1 8'-8' _ 9'-4' 1 3/4" - - 28 4 STL 7/A2.5.1 _ 8/_A2.5.1 - 8 10. 24' X 1� TRANSFER GRILLE AT BOITOM OF DOOR. Uj _ -' -- - ( 131.3 F HM 1 3'-0 7'-0 1 3/4' - - 2 5 HM 7,8/Ao.0.7 ,8/Ao.OJ SIM. 3/AO.0.7 1,2,11 ( ri I GUIDE I �!i I 131,4 F+M HM 2 2'-0',3'-0 7'-0' 1 3/4' GL-2 - 23 5 HM 7,8/AO.0.7 ,8/A0.0.7 SIM. 3/AO.0.7 1,2,11 11. WELD TWO FRAME SECTIONS TOGETHER, SECURE TO SLAB. JAMBS - - - - - 1- I I 131.5 RVS VINIL 2 3'-6' e'-d - - - 30 4 STL 7/AO.0.7 8/A0.0.7 - 5,8- 12. TRAFFIC r- ,ii 131.6- RVS VINIL 2 2'-3' - - - - _ - LI II, I f I \ 7 � 30 4 STL 7/A0.0.7 8/A0.0.7 - 5,8 DOORS SUPPLIED BY OWNER 76 -. I _ _ ,- �I 131.7 RVS VINIL 2 3 0' _ 81-T - - - 30 4 STL 7/AO.0.7 8/AO.0.7 - 5,8 LLL___JJJ 13. LEAVE OFF ANGLES 0 8/0 OVERHEAD GRILLE 131.8 RVS VINIL 2 3'-6' 8'-0' - - - 30 4 STL 7/AO.0.7 8/A0.0.7 - - 5,8 OCD OVERHEAD � SIDE FOLDING GRILLE AC -- -- , COILING DOOR - 132 F HM 1 3'-0' 7'-0' 1 3/4' - - 8 1 HM 1/AO.0.7 2/AO.0.7 - 3 14. NOT USED � SLIDING GRILLE ACCORDIAN DOOR AUTOMATIC SLIDING DOOR AUTOMATIC FOLDING DOOR - - 000 OVERHEAD 134 H/C HC 1 3'-0' 7'-(f 1 1 JY 27 2 WD 1/AO.0.7 2/AO.0.7 COILING GRILLE 142 F HM 2 2'-0',3'-0" 8'-0' 1 3 4' - - 17 1 H - 15. FIELD VERIFY ALL DOOR/ GATE SIZES. - / - M 1/AO.0.7 - 2/AO.0.7 - _ -_- 3 - 143 F HM 1 3'-Or 7'-O' 1 3/4' - - 8 1 HM 5/AO.0.7 (E) 3/AO.0.7 (E) - 1,3,4 3 16. PAINT INTERIOR OF DOOR EPS-1, C-4. _ _ ci 144 F HM 1 3'-0' 7'-0' 1 3/4' - - 6 1 HM - 1/AO.0.7 3/AO.0.7 3 - 17, DELETE CLOSERS. - 2A 5 M 4 AC'11, .0.7 5 AO.0.1 SIM. 3/AO.0.7 18. AUTOMATIC DOORS. FRAME TYPES 147.1 F HM 2 3'-0' 7'-0• 1 3/4" - MIN 21 1 HM 1/AO.0.7 _ 2/A0.0. SIM. - 3,22,23,24 #94 tt 11- I I I I 148 F HM 2 3'-0' 7'-Or 1 3/,C - IN 21 1 HM 1/ .0.7 2/A0.0.7 SIM. 19. PROVIDE 10' MINIMUM KICKPLATE AT DOOR. HARDWARE -- CLOTH-� t! CAP TOP OF 151 H 1 - / - - 33 H 4,15/A0.0.7 ,15/A0.0.7 SIM. AO.0.7 2,3 20. PROVIDE 10' BOTTOM RAIL. -- --' FRAME 165- F HM 1 3'-0' 7_O' 1-3/4' - - 8 1 HM 1/AO.0.7 2/AO.0.7 - 3 TN rn,� (:i)0AMWk GA 21. PROVIDE A RED SIGN WITH WHITE LETTERS MARKED "EXIT DOOR 2x4 WOOD MElLLLOW L-2 �' -_- _ -- - -- -- ' DO NOT BLOCK' MATCH NEW SIGNS AND MOUN T iNG HEIGHTS ON STUDS "HOLLOW ;� HOLLOW METAL t . EXISTING EXIT DOORS. SIGN 1'0 BE MOUNTED ON DOOR EXTERIOR. METAL _ METAL + rf ., r I STUDS TYP i TYP -- --- -- - - - - I _ � 22. PROVIDE APPROPRIATE HOLD OPEN (CLOSERS) FOR ARE OPTIONAL I - NP r1�PE T RATED DOORS. I ,b _ I PROTOTYPE SET 23. ALL FIR Rll D DED W/AN IDENTIFICATION ! PLATE SHOWING FIRE RATING BY APPROVED TESTING AGENCY TYPE 2 ,COTE; 1. ALL NEW DOUR LOCK AND LATCH SET HARDWARE SHALL BE HANDICAPPED ACCESSIBLE WITH TYPE 1 TYPE 5 TYPE d L LER HANDLE PUSH TYPE PANIC BAR HARDWARE PER TTTLE 24 P97 FENCE MAT'L 24. ALL OPENINGS IN RATED CORRIDORS MUST CONFORMS TYPE 3 TYPE 1 OR 2 -GALV• PIPE 2. ALL EXTERIOR DOORS SHALL HAVE CERTIFICATE OF ENERGY COMF'LWV�:E, AND JULY 1997 T90 UBC 1005.8 ALUM. FRAME FAR ENTRANCES dt STOREFRONTS. COMPLY WITH UBC-96 do ADA REQMTS 25. ALL INTERIOR DOORS HAVE AN OPENING FORCE OF' 5 LBS MAX TYPE 4 FIXTURE PIAN F-1 12-08-97 STEEL CHANNEL OR ANGLE. SLE DOOR DETAILS. WIDTH VARIES 3. SEE SPECIFICATIONS FOR HARDWARE GROUPS. ALL EXT DOORS HAVE AN OPENING FORCE OF 8 1/2 LBS MAX _ ALL FIRE RATED DOORS HAVE AN OPENING FORCE OF 15 LB MAX SEE PLAN A3.2.1 rreflnos led 161114 melesnl eppeennq hien constitute onp nei 4. INDICATES DOOR TO REPLACE EXISTING. end uhpublrsked fork of the Architect old m1y not be dspl,ceted, 26. SEE SHT A0.0.5 FOR X OWNER SUPPLIED MATERIALS TYPE 1� OAF1nF.'Al�� used or dnctoell Without Written Coolenl of the Archrlecl EQUIPMENT SCHEDULE No Date 11101 16 A 94__ ISSULFOR PERMIT.AM BIL' 4 07 AUG 98 BULLETIN 1r J - -- _ -- - I wlNDow TYPES p 1�2' TYP NOT USED GL-4 _ - P e ec� 17024 HOLLOW MLTAL - - -- vCi1e AS NOTED 4,_0. Dreelnp Title DOOR SCHEDULE TYPES & DETAILS cn _ Y TYP \t�ur�acr\Iim.\M'r eanAMZM b. t M-4 OreorlWl 0_ HOLLOW METAL 131 llt�9-0074 (mot)tiN'Ifall Illv,l. Intl • 7 u(59 rte. M +wrrrwenals.•,are�rra �c ISLESS c - J LIR I T 1 I 1 1 1 T T T ll .40 f T T I I I I I I I I I III l+ I f 1 I I I I I I I I I I I I I ISI I 1 I I I I I I I T ill I I I 1 1 I I I 1 1 I I I ( I I I I I I I I I I I I I I IF THIS DOCUMFNT T. LI.. . I I 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I III -�-i 1� �! !_�� I 1 �! LFGIHI.F. THAN "HTS NOTATION, IT IS DUF TO fHF. QUALITY OF N•.se �r THF. ORIGINAL DOCUMI'N'I. T - IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ILII(III IIII�I1111111111 I IIIIIIIII ILII ILII IIIIIIIII 11 IIIIIIIIIIII11I�11111111 IIIIIII11111 li 1111 i111I111sI iu1lnlGl i111 u1i ilnllln i111IInI IeIlllllll u11I1uI,�Illlun�ISIIIIInI 9n�un nn�ntilrnl�nn 6u�nn tnl uu r :h A: UY b I 4 ' f Y� 13 W. v C7 ' x n SAW: A�IG-11 -88 TUE 05: 05 PM FAX N0, R 01/03 Fax Transmittal I I .I T0: ��hn Uh / d' McNally Oristmae Neelh nerd I 1 � 1 1115 Allaatie Awleuo ,.� Project: �• 345 'Target -T;q Sulte101 9� Project No; � I at�' 1 / FA� �0 3 fp S`i • 7 2-1? _ Alameda, CA 91501 ,. x I Total Pages: �w Tel 610-865-1665 a���ti :,••���' i ray ��y� , �� T1 Fix 510.865.1111 �� _._ .._._. ww_..Ixr� ..,.._....__ —•----.YY.I..._I— -----..xYI...1.+�_ �_._.,.»,� 'The. - oi? rak d___taiAjLY-ha•y—f e �oved.� ...15Gk—kdd i A,o n __ . ee ...�arld ,..I,L.•,`t�eer�i. i n , .i 5 a _. 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Ml3H Architects:-r"arAa r Abhar' n I Date: $! g Distribution: Lex �p G ie.105D 3 I(kvb, D?,1 Z John Pukly,Archato � NI♦ I✓ II I I •• r»M•.____.__.._...-._.__..-._ __��__F�-._.�__-_«.-Iw/MI x Y MM 1N 1.Mr l•IY:t•_M»MY•/.+_.�-__ BUP98-0074 sha�vnAlr�ander A�cArfeef 9009 SW Hall Blvd, #100 8 of 59 Nannie NanlA Aprhits i IF 'THIS DOCUMENT IS LESS � ��— �1- III T�T t�l �"� I I III ly�l l I�p� f 1 III III �-` 1 I I i 1 ��i l�l T� I 1 I I III ( I I III I I III III III I l� 1� 1 �T�1 ��1� T1� T�1 111 T�1 111 1 � 1 1 I I � 1 � 1 III11111111 LEGIBLE THAN THIS NOTATION , Z 4 — V $ R ..n Z L IT IS DUE TO THE QUALITY OFNo.36 THE ORIGINAL DOCUMENT . — 6Z 8Z LZ 9Z Z 3►Z 8Z L TZ OZ 6T BI LT 8�T 9T VT 8T ZT TTT 6 L 9 Q 1r 8 ZI�11011111 IIII IIIIIIIIIIIIIIIIIIIIIIII (III IIII IIII IIII 111111 I lllllllllllllllllllllllllllllllllllllllllllllllllll . p ti r �p• •NY AUG-11-98 TUE 06 : 06 PM FAX N0, P, 02/03 I J v 4 A2`.4, I STOCK ADDITION 'A' ti F14-81 0 D (N) COL SEE STRuc RAWING$ TYP b I i (N) 1-1112 RATED PA011014 14'-4" 6'-0' CL 0� b 147. i 60 MIN R11X0 DOOR Willi CLOSER/HOLDER BUILT-IN I DEVICE CL R � •- w � +ter r ..n• �� � —. ..- — _ I <P�f v b 2.7 STOCK 01 SEED 5 ' ADDITION 'A' 'o SEE A4 2.7 •��w.... � I w PSF � I I 1w -10 1/2• . .ter w.r �rw-• w r•r.u..vinrr. w .�.� "n �7 I K �a� - - �. ... ,. � ...... .• - -'� X12 J.J. �M - �' OA N 35'-0 1/Y' 11 I/2" -—�- cl) 0.10 0.7 0.1 0 BUP98-0074 1 9009 SW Hall Blvd, #100 9 of 50 2 STOCK ADDITION FLOOR PLAN LF ThLS DOCUMENT IS LESS I l 1 1 ( III III 111 1 1 I i l111111 rj r 111I ! r 1�T I1111 ill III IIIIIIII 1 1j1T111jT T 1 T1'T 1 l �1 1� 1� 1 I I 11111111 1111 1 �l 1 I � R LEGIBLE THAN THIS NOTATION , Z, 4 � 6 S1 1 I.T IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT . 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S � Y 1 r — LINTEL & JAMB 1/20 SEE STRUC DWGS ` I SEE PLAN FOR PARTITION TYPE GYP BD RET TO 1/4 � EXTEND GYP 80 5/8' MIN �.• WOOD BLOCKINGINTO HM FRAME O11�I1 Hoolk,AnAilsel 1/2. _ 1 2 1115 Atidellc Ardiue RUNNER TRACK Alaladda,CA 91561 O O GYP BD W/CORI�ER BEAD '3 N1 ATTACH TO 1 x FURRING SI RIPS N HM FRAME raI 51081158143 ---- SLNT-3 W/ BACKER - - Fay 816 lis 161'.ROD BOTH SIDES 7JAMB ANCHOR !ffhtm T WOOD SHIM VARIES -- HM FRAME 1 RAIN DRIP-SET IN DOOR - SEE SCHEDULE S/8 5 F 8' r FULLBED Or SLNT-3 PAINT E°S-1 COLOR TO MATCH DOOR HM HEAD o CMU (JAMB SIM) HEAD o HM/GYP BD NOT USED NOT USED 5 -- 1 Vr . T-(r 1 - i lrz a to ® :(EY PLAN PATCH & REPAIR (E) CEMENT PLASTER AS REQUIRED (C-4 TAN), TYP LI SEE PLAN FOR PARTTTON PRECAST CONCRETE PANEL TYPE GYP BD W/ CORNER BEpDVARIES METAL STUDS O WOOD BLOCKING EXTEND GYP BD 5/8' MIN Om--� / 1141 INTO HM FRAME SLNT-3 W/BACKER ROD l ---`~ BOTH SIDES JAMB ANCHOR HM FRAME cl WOOD SHIMS i HM FRAME DOOR - SEE SCHEDULE • RAIN DRIP-SET IN 3/8 5 5/8 FULL BED OF SLNT-3 PAINT EPS-1 COLOR TO MATCH DOOR HM HEAD o PCP (JAMB SIM) JAMB o HM/GYP BD NOT USED NOT USED 6 — 1 Vr , r4r 2 1 Vr as ?4r n.muna oma; n;cu� a axwr!o.c oscr<c e 8 C pENWia HEATH .� (N) MC 9X25.4 W 1/2- 0 EXP. BOLTS 0 12� O.C. -� (N) OPENING FOR TRAFTIC DOOR t'tanNE1�N- CA��;' C IN EXISTING CONC. PANEL WALL �F FILL WITH GROU i' PLYWOOD, TYP - EXTERIOR FACE_ 3/8" 5 3/4" (E) SLAB - OF WALL CMU WALL BEYOND I HM FRAME PROTOT1o'PE SET / ;��� HM DOOR 197 DETAIL A - 1 4"=1'-0" 15 16 TMP M 9X25.4 S STRUCT. PLANS / N C92 ( EE ) JULY 1 7 I TRACK N FlXTURE PIAN F-1 12-08-97 O a VINYL STRIP DOOR OranAaa and rrrltleo material appaallAe hololl comelitele efllteal " �TYP01 -f mod ugabliebed vorh of the Architect and Iia[mot be depliealed, O Lj JAMB CHANNEL ueeC or disclosed wrthoel tIItIAA beAt1A1 of the Architect " -1 /2 SEALANT & Ne.—Date Itim 6 LEP, MATERIAL--j \-- THRESHOLD SET IN MASTIC 26 JAN _ 98ISSUE_FOR _PERMIT AND END DETAIL- B - NTS DETAIL. C - N.T.S. --- ` -- - - TRAFFIC DOOR JAMB (HEAD SIM) HEAD SILL o HINT EXIT DOOR -- - - ---- - ---- ---------- 15 -- AS NOTED NOT USED 7 . ROwNO VINYL STRIP DOOR 1 Vr ■ T-a 3:kA)JAM"OW.0 oOftUA[)W..(W AI M OW311IDR WAL a SEE FLOOR PLAN 1/2 " 0 BOLT TO L 3x3x 1/4 -- - - T FOR PARTITION CROSS MEMBER W/ 5/8 "x SEE PLAN FOR PARTITION TYPE - -- TYPE TYP 1 112- VERTICAL SLOTTED HOLE METAL STUDS W/ 1/2" PLYWV BOTH SIDES 1 - ° s TO 8 -0 AFF -- 5 8 - GYP BD • ABOVE ON " (E) EFS TO REMAIN - - ----- �` L-- ONE SIDE - (E) CONC. PANEL WALL -- CONTINUE GYP BD FROM ---------_� r--,r------ -- I — -- (E) INSULATION-CUT BACK GYP BD _ - --- WALL TO DOOR FRAME I I II - �-_ INSUL TO ALLOW FOR INSTALLATION Ile A0.0. II OF MC—THEN REFINISH TO MATCH Y r I � I I I II I III - TRACK 8 E WALL preiea[No - 17024Mcs x 15.3 sTL _ — - __ ---�, CHANNEL CONT TO " (N) 5/8" GYP BD STEEL STRUC ABOVE `" 2X BLKING scale AS NOTED A0.1 JAMB TO STRUC ABOVE Ornen[rule DOOR DETAILS r 5 - z L 4x3x 1%4x0'-4" LLVCL _ �_. .- ._ SECURE TO SLAB W/ VINYL z F, SECURE ,� TWO 3/8'x3" ---- ----- - - - — _ v STRIPS EXPANSION BOLTS k t� OIy�InaMa b 11ra1r lb. p1.. N r f i 1311198-0074 PARTITION AT CMU Cl ELEVATION AT VINYL STRIP DOOR 8 JAMS - __ _ _ _ __ _ _ TRAFFIC DOORJAMB (HEAD SIM) 9009 SW ILdt Blvd,11100 16 � �,fig x Yr 1 yr • T-T VM • N r • ROWNo VINYL STRIP DOOR 1 Vr ■ i 4 1 Vr ■ T-w CIDI I of 59 J u WAM LW a A 14-11 owc muu es a/s/w! �" ' a,wre.i f Lrw M DORO z 0ac MAU a 14 M;w.i a,+<:,"'� •h.i;4 ".J;r'^bYhik'+,1NiyF;,:.istM.ftT�i'rti7;v�IC4�lw1?'„�+M�MiF:`ti111r�1lltll �lAk1.. - w. Mew. T I Tr1 l Yjl 1I,1II Ijl I Ill I Ijl I IhII III I..,illI�I I I tll I�I�I IIT 1�T t�t I Ilr tlt I 1�11I 111 t—�►I-t—ll I t II l ( _� I II I 111 I I t t1'I 111111111 1 TI1 TI1 111 IF THIS DOCUMRNT 1 IFSS t tllll'I tll I -1 11 11 11L LFGI3LF THAN THIS NOTATION, 1 �It III tll,.I._t; .,...:bAIMIAYYMif�6N5e.:.. _. : .il °�'f�JfN,l41UU1Nn. r ,•'I�I//Iy¢ ! ! 1 �� /��d �•” I bl 1 IT IS DUF To THF. QUA l TY OF THE ORIGINAL DOCUMENT, g L 13L �LL L L 11`L 6 6 �lL o�L 8T BI LT 9T 9i 6[ 6�i L�T L 9 V 9 II�IIII�II I �� IIII�IIII�IIIIIIIII ILII Ilil�llll IIIIIIIII IIIIIIIII �IIIIIII�II�IIIIII!1111111 IIII�IIII IIIIIIIII IIIIIIIII IIII�IIII IIII�IIIIIIIIIIIIIIIilllllllllllll►IIIIIII�I��II!IIIIII�IIIII�I Illl�llll�llll lllirl�lltltirllltll�lt Ill Illl.il ll Illl1lll IlIII111I PARTITION / WALL NOTES GENERAL. NOTES -- EXTEND STUDS TO r - EXTEND STUDS TO - EXTEND STUDS TO - - EXTEND STUDS 10 - EXTEND STUDS TO EXTEND STUDS TO —EXTEND STUDS TO UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERS0F OF STRUCT A. PARTITIONS ARE DIMENSIONED IN PLAN FROM FOR FULL. HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL Hf PART FOR FULL HT PART FOR FULL HT PARI FOR FULL HT PART FINISH FACE TO FINISH FACE. EXCLUSIVE SEE DETAILS SHEET SEE DEIAILS SHEET SEE DETAILS SHEET SEE DETAILS SF FET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET OF CERAMIC TILE 1,2/4.0.9 1,2/A0.0.9 1,2/AO.0.9 1,2/4.0.9 1,2/AO.0.9 1:2/A3.0.9 1,2/AO.0.9 B. ALL WALL/PARTITION TYPES SHOWN MAY NOT HE USED AACHIIETS �pOTTOM OF C. CRITERIA FOR PARTITION HEIGHTS (OCCUPIED-�QTTOM OF -BOTTOM OF T I __BOTTOM OFOR OM OF T / 5 RUTC� OF - -- -"- STRUCT SPACES ONLY): STRUCT STRUCT - -- - - / STRUCT -- �C/ --"�-- - � - BOTTOM OF S RUC 1 1/2' DEFLECTION 1/2' DEFLECTION 1 T DEFLECTION T �--- /2` DEFLECTION I r / / 1/Y DEFLECTION I' SPACE SPACE I II PA`1TIONS WITHOUT SUSPENDED CEILINGS ON Bill Nee111,Archltecl SPACE SPACE SPACE BO'h SIDES OF PARTITION EXTEND TO STRUCTURE 1115 AlianUt: Avenue ., / -�� - TOP OF MTL '�-TOP OF METAL --- TOP OF MTL '� TOP OF METAL = - AlaAeda. CA 94501 3 5 B" MTL _ _ �`- '--�"--- STUD-IF NOT '� PARTITIONS WITH SUSPENDED CEILINGS ON pUTH -� - STUD--IF NOT - -- - - STUDS Q _ - ___ ,� cT',;D-IF NOT I ✓ STUD-IF NOI I SIDES OF PARTITIONS TERMINATE 4" ABOVE Lei Si^ 465 8663 FULL HT WALL, Z FULL HT WALL, I; I Z FULL NT WALL, �` FULL HT WALL _ z ` .� ! SEE NOTE C ''t SEE NOTE C F -3 5/8" MTL SLID SEE NOTE C z I 3 5/8" MTL STUD SUSPENDED CEILINGS UNO Fav $10165161r _ _ _ - __ I 0 1'-4' QC -_ SEE NOTE C Imo- 0 1'-4" OC TOP OF MTL _7 _� C = = - - I -- E__ - = I PARIiiIONS WITH SUSi-1ENDED CEILINGS ON ONE STUD IF NOT �_ SUSP CLG SUSP CLG I �-- SUSP CLG SUSP CLG I SIDE AND NO CEILING ON THE OTHER SIDE OF FULL_ HT WALL, _ SUSP CLG -'� - WHERE OCCURS -^�' WHERE OCCURS I � WHERE OCCURS �- WHERE OCCURS I r --T--�, - WHERE OCCURS -'V ✓ I - �-- ,_-- HARDWARE LOTH PARTITION EXTEND TO STRUCTURE WITH GYP BD SEE NOTE C -- 5/8' GYP BD 1/t PLY - 5/8" GYP BD 51T GYP BD 5/8' GYP BD EXTEND FULL. IIT FULL. HEIGhT ON ONE SIDE UNO — 5/8' GYP BD3 5/Er MTL STUDS 5/8` GYP BD 5" MTL STUDS T MTL STUDS 0 •E R-11 BATT INSUL 0 V-4' OC ST5/S"OMTL HARDWARE CLOTH 0 V-4" OC 1'-4' OC I I `f AS PART OF PARTITION TYPE INDICATOR I WHERE OCCURS BASE WHERE DD EXTEND FULL. HT BASE WHERE I DESIGNATES EXCEPTIONS OR CLARIFICATIONS TO 10 -- OCCURS-SEE NOTE J 11--e OC OCCURS-SEE NOTE J BASE WHERE I t THE ABOVE C1TERA BASE WHERE - BASE WHERE E--- BASE WHERE II OCCURS-SEE NOTE J OCCURS-SEE NOTE J TOP OF SLAB _ OCCURS-SEE NOTE J __" OCCURS-SEE NOTE J __ L._ - TOP OF SLAB _y- TOP OF SLAB I D. ALL METAL STUDS ARE 25 GAGE UNLESS NOTED �TOP OF SLAB » I » _ OTHERWISE 3 5/8 ►-� 5/8" 5/8 5/8' 5/8" 5/ 1/2w TOP OF SLAB 3 5/8"� 5/8" 6" 1^5/8" 3 5 Er 3 /8 1 6 5/8'4 ` - E. PARTITION SYMBOL MAY BE USED IN - _ 1/ 4 7/ -- / CONJUNCTION WITH NOTES 'TO MODIFY P6 r7HRRATED CONSTRUCTION FOR UNIQUE CONDITIONS. KEY PIAN P1 P2 1 1-HR RATED PARTITIONS TO HAVE P3 P4 P5 PV1ALAY LAYER P7 F. STEEL ST,10 1AUGES ARE DETERMINED BY N ONE LAYER OF GYP 0 ON BOTH SIDES OF STUD (TYP� TO COMPLY FIRE RATED GYP HEIGHT AND SPACING SEE SPECIFICATION SECTION BD ON BOTH 9250 AND LIMITING HEIGHTS TABLE W/ SECTION 701.3 AND ITEM 16-1.3 SIDES OF STUD (TYP) TABLE 78 UBC 94. LOCATION AS NOTED ON PLANS. __, G. STUDS ARE SPACED 1'-4" O.C. (U.O.N.). XTEND STUDS TO --.XTEND STUDS TO -EXTEND STUDS TO EXTEND STUDS TO EXTEND STUDS TO EXTEND STUDS TO H. SEE ROOM FINISH SCHEDULE AND SPECIFICATIONS UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT FOR TYPE OF FINISHES FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET 1. WHERE CEILING AND FLOOR ATTACHMENT DETAILS 1,2/A0.0.9 1,2/A0.0.9 1,2/A0.0.9 i,2/AO.0.9 1,2/A0.0.9 2 1/40 1,2/A0.0.9 1,2/A0.0.9 ARE NOT SHOWN OR ADDTfIONAL INFORMATION IS BOTTOM OF - REQUIRED REFER TO PARTITION DETAILS BOTTOM OF BOTTOM OF STRUCT BOTTOM OF STRUCT BOTTOM OF STRUCT -�` S.I TT OF (SEE DETAIL SHEET AO.0.9) STRUCT STRUCT 1/2' DEFLECTION 1/2' DEFLECTION 1/2' DEFLECTION BOTTOM OF 1 DEFLECTION SPACE i SPACE SPACE STRUCT SP CEDEFLECTION J FOR INTERIOR WALL AND PARTITION BASE 1/2' DEFLECTION /T DEFLE l SPACE INFORMATION REFER TO THE INTERIOR SPACE _ -TOP OF METAL TOP OF MTL -�► - TOP OF METAL �', �,-- /-TOP OF MTL ELEVATIONS AND ROOM FINISH SCHEDULE _ TOP OF MTL _� I TOP OF MTL --- - STUD-IF NOT STUD--IF NOT --- --- ___ STUD-IF NOT STUD-IF NOT STUD-IF NOT - STUD-IF NOT FULL HT WALL, FULL HT WALL, FULL HT WALL, I '7_ z .- z � 1 5 8' MTL STUD ' � 2 FULL HT WALL, K. STUDS TO ATTACH TO BOTTOM OF STRUCTURE 11,0 z FULL HEIGHT z_ FULL HEIGHT ' �* I5E SEE NOTE C ♦ -3 SEE NOTE C I ♦ SEE NOTE C / SEE NOTE C EVERY 4'-0" OC - TYPICAL Fr,,� ALL FULL HEIGHT WALL, SEE NOTE C —_ — — I — — i C — PAREITIONS WALL, SEE C i l k-SUSP CLG I —5/8' GYP 8D _ -t SUSP CLO j SUSP. CLG. -- SUSP CLG - _ SUSP CLG - SUSP CLG WHERE OCCURS - WHERE OCCURS WHERE OCCURS L FOR BRACING 0 NON-FULL HEIGHT PARTITIONS WHERE OCCURS - , I j WHERE OCCURS _ �-- 1 2' PLY, TO NOTE: 1/2' PLY SEE DETAIL 12/A0.0.9 ' ' �• �- WHERE OCCURS _ 5/8" GYP BD -- 5/8' GYP PD 1D,-Cl AFF MTL STUDS TIE 5/K' GYP 80 M. BOTTOM TRACK ATTACHED TO FLOOR W/ .145"i - 5/8" GYP BO 5/8' GYP BD / 1 2' PL,' - 1/z' PLY I - 1/2' PL'f I — SSTU9 0 6" MTL j w ADJACENT PE 0 STUD OMETAL POWDER DRIVEN FASTENERS AT 24" OC TYP UON / 1 -4 OC I STUD 0 ( , ALL 1'-4� 0 (SEE SPEC 9250 3.02 G) 1 6' MTL"STUDS T MTL STUDS 6" MTL STUDS i 1'-4 OC 4'-0' OC 0 1 4 OC 0 1 4 OC 0 1 4' OC 1/r PLY BASE WHERE BASE WHERE N. CONSTRUCT WALLS AND CHASES CONTAINING PLUMBING BASE WHERE SASE WHERE OCCURS-SEE NOTE J _ _ OCCURS-SEE NOTE J WITH MOISTURE RESISTANT GYPSUM BOARD TO 4'-0' Q CURS-ESEE NOTE J OCCURS SEE NOTE J BASE WHERE OCCURS-SEE NOTE J OCCURS-SEE NOTE J 1 2 6» 11 2" TOP OF SLAB 1 5 �'�✓ i 5/!�' 5/ 11, 5 15 OP OF SLAB ABOVE FLOOR (SEE SPEC. 9250 3.08 D) 1/Z" 6" 5/8" TOP OF SLAB 5/ �" 5/8` 5/ 6' /8' 5/8" TOP OF SLAB I / 6 15 16" / /2 1 TOP OF SLAB 7 3/4' 1 2" TOP OF SLAB 1/ 8 1/4' 2' 7 1/8" 1/� _ 7 1/9__,i,__ __ / -_ �Q�; PROVIDE GYP _ ___,� _ 0. PROVIDE FULL HEIGHT MOISTURE RESISTANT GYPSUM J BD ABOVE PLY ON BOARD IN TOILETS, JANITOR, CLOSETS, WALLS TO - RECEIVING SIDE OF RECEIVE CERAMIC TILE AND OTHER LOCATIONS SUBJECT P8 P9 P10 P11 P12 WALL P13 P14 TO MOISTURE DAMAGE (SEE SPEC 9250 3.08 0) • ��>s EXTEND STUDS TO I'. STEEL STUDS ARE COVERED BY THF FOLLOWING IC80 •5� ', ND STUDS TO EXTEND STUDS TO EXTEND STUDS TO UNDERSIDE OF STR1Jt:i /—FOR EXTEND STUDS TO EXTEND STUDS TO � REPORTS: GOLD 80N0' UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE OF STRUCT UNDERSIDE T PAR STRUCT WHER CLG UNIMAST FOP FULL IIT PART UNDERSIDE OF STRUCT FOR FULI_ HT PART FOR FULL HT PART FOR FULL HT PART FOR FULL HT PART SEE DETAILS SHEET FULL HT PART SEE 05AILS SHEET SEE DETAILS SHEET SEE DETAILS SHEET SEE DETAILS SKEET OCCII S CEMCO �3403P ;,;,rte �,� 1,2/A0.0.9 SEE DETAILS SHEET 1,2/AO.0.9 1 2/A0.0.9 .3 1,2/AO.0.9 -BOTTOM OF Q. 1 S GA DEFLECTION TRACK (DT) WLTH ?" FLANGE ��or. TTOM OF BOTTOM OF T°;4'. Ill OTTOM OF STRUCT -'i --T- HEAD OF (E-) CONC FOR STUD SIZE SEE PARTITON TYPE STRUCT DEFLECTION BOTTOM OF STRUCT - STRU D F ACTION -�- BOTTOM OF NN PROTOTYPE SET / t1F,/ STRUCT 2" E LE STRUCT i �' 1/T DEFLECTION � '.r '? PANEL OPENING SPACE �. 1/2' DEFLECTION 1/2' DEFLECTION SPACE SPACE = SPACE SPACE 2 y — -� 1/2' DEFLECTION TOP OF MTL - �,V.__ _-y - - _ TOP OF MTL _ ?OP OF MTL 5�E)ggRCHITECTURAL - - ----- -_GYP 9D SPACE PCj'7 - � - _ STUD-IF NOT TOP OF MTL TOP OF MTL ' —� STUD-IF NOT I, - �, ___ STUD IF NOT (- z FULL HEIGHT STUD-IF NOT - STUD-IF NOT FULL HEIGHT 1 5/8" MTL STUD , z FULL HEIGHT 1 INISH TO 8E 5/8" GYP BD SYMBOL — NUMBER -- DESIGNATION JULY 199T v 5 WALL SEE NOTE C z FULL HEIGHT (- z FULL HEIGHT '.r * a WALL, SEE NOTE C REMOVED PRIOR - WALL, SEE NOTE C WALL, SEE NOTE C WAIL, SEE NOTE C _ 1 APPLICATION OF c �S_U - 5/8" GYP BD NEW FINISHFIXTURE PLAN F-1 12-08-97 susP cLcP 3 SSUSP CLG -WHERE OCCl1RS I SUSP CLG - SP CLG 1 -•1r WHERE DECORS - SUSP CLG I _ ti-- - I - 1/2' PLYWOOD 1 2" PLY � - WHERE OCCURS - WHERE OCCURS, 112" PLYWOOD a 7 1/Z" MTL STUDS CTarrrnQa end entten malana appcanng narein conafTiate onpino ' / WHERE OCCURS �-�-- � / E INSULATION ? 5/8" GYP BID �; 1/2' PLY 1/2" PLY TO 8'-T AFF ll 5/8" GYP BD 1 O (3 MIN EA OPENING) I = INSULATION and unpullilled wo,e of rhe Af�nTloCl end may not I dopiu,elea / 5/8" GYP BD NOTE: wand or diacloeed nrhout n tlen conaeol of the Aren tecl STUD 0 METAL 1/2" PLY 3 5 8• MTL �� 6" MTL MTL STUDS TIE ���0 n F = FULL HEIGHT - STUD ' 0 STUDS 0 - TO ADJACENT 1'-4 OC (E) CONE PANEL TO UNDERSIDE OF DDECK ABOVE V-4 4 OC -- 6" MTL rS 1 -4 OC F BASE WHERE 1 -4 OC WALL-TYP 0 OCCURS SEE NOTE J - 4 -0" O.C. oate laws ® No BASE WHERE STUDS 0 -BASE WHERE 04'-0" OC - BASE WHERE I BA.E WHERE - OCCURS-SEE NOTE J 1'-4 BASE WHERE " OCCURS SEE NOTE J OCL',IRS SEE NOTE J _ 28_JAN 98ISSU FOR IT AND BID OCCURS SEE NOTE J ----d� - -- - 1-5/Ir MTL. STUD S = SOUND RATED - SCE SPEC -BASE WHERE _� OCCURS SEE NOTE J -� - - 07 AUG 98 BULLETIN 4 TOP OF SLAB OCCURS SEE NOTE J �� 1 1 5/L� 5/8" 5/0r 5/ 1/2" TOP OF SLAB » I /g r„ 1 1�P5' / OP OF SLAB -- 7 1/2' /8" ,^ FOR INSUL �GyuintMENT; - --- - -►` 6" 115/8" 5/ 112 TOP OF SLAB 6" TOP OF SLAB - - » 5/8 � ,� x- TOP OF Strom 4 7/8' 1/2' 7 5/8" 1/2" TOP OF SLAB - Al----- - -- �- - 2. 3/4 7/ 10 3/8' - -- - X = FIRE RATED CONSTRUCTION 6 1/2" ___._.__ MATERIAL EXTENDS TO UNDERSIDE OF BECK ABOVE 8 = EXPOSED BLOCK (BURNISHED CMU-5) P15 1 P17 P18 P19 P20 P21 P22F__ T = P - FRE-CAST TILT-UP Stud Stud Stud Stud Maximum - 3 = DENOTES PARTITION •_ - - Width Type -_Gouge pacing�Relg -lit - CONSTRUCTION TYPE N0. - ----- OF --�_ 1-5/8" 158ST25 25 16" 9'- li P = PARTITION - -- BOTTOM OF � BOTTOM OF � BOTTOM OF " STRUCT STRUCT v. 80TTCM OF STRUCT ��• , BOTTOM OF STRUCT • STRUCT 1585T25 25 24 71-T -- W = EXTERIOR WALT • CMU FILL SOLID • ° _ \ '• STRUI:T / - ---- --- -- - �'. �` - 3 5 a" MTS STUDS _!�/ -CMU FILL SOLID CMU FILL SOLID 2- 1 2" 212ST25 25 1 12,-� - w 0 16 -11 l__ ° I —1---A 8'-O" AFF 212s 22 22 2� 13'--0" STUD GAGE/LIMITING HEIGHT SCHEDULE— -- 1/Y PLY BATT. INSUL = .- �, . ° '�' ,� a 4 --3 5/ MTL STUDS - - 212ST22 22 24 11,4* r -- \ SUSP CLG \ SUSP CLG *. _ 1t / • , SUSP CLG \ ,D 20 16" 14'-0" A. iABLE IS BASED ON UN.VERSAL INDUSTRIES, CMU FILL SOLID 0 O.C.W R-11 212512 , WHERE OCCURS WHERE OCCURS WHERE OCCURS �4 o • ° - -_= ° ` - � - -_ / 7n UNIT.AST (USG) CORPORATIONS LIMITING HEIGHT TABLE. �'� �-.-� BATT. INSUL �� � � � 7 8" FURRING 212ST20 _. 24" 12'-3" » ---_---___- - -_____ - -� CHANNEL 0 2'-(" FOR UNBRACED STUDS SPACED 1Ii AND 24 O.C. T v -1 1/2' Z-FURRING ° ! 1 1/i" Z-FURRING -% - - -CMU FILL SOLID 1 1 2' Z-FURRING 3 5/8' 358ST25 25 16" 16'- 0" SYSTEM FOLDER SA-923-1990 EDITION) REQUIREMENT ---- AN _ SUSP CLG / ON CENTER 1 �� — - - CHANNEL 5 2F 24" 13'--6" FOR 5 PSF LATERAL PRESSURE AND 1/240 ALLOWABLE o -- CHANNEL _ . CH NEL WHERE OCCURS --�-- - —� 3 8ST25 - — 7 --' " d -T v —VAPOR BARRIER h-��` 358ST22 22 1G" 17` -3' DEFLECTION FOR ,-LEXIBLE FINISHES, WITH 1 LAYER OF �'°�I"^ 17024 — VAPOR BARRIER CMU FILL SOLID v ° = VAPOR BARRIER a / • ;' � � VAPOR 3/4" PLYWOOD 358ST22 22 24" 15'-`T GYP. 80. PER SIDE OF STUD. � - • 5 fr GYP BD I - -- 5/8" GYP BD \• � 358ST20 20 16" 18 -3" �, BASE WHERE -S/8' GYP BD " a • --��-.-_.�� � \ -- 5/8" GYP BD I -- 5/8" GYP BD BASE WHERE 358ST2U 2O Z4 16 -(�" B. SCIiE7ULE0 HEIGHTS MAY BE INCREASED BY A07L OCCURS SEE OCCURS SEE • , ;, WHERE TH . STUDS ARE DIAGONALLYBRACED ° BASE WHERE I -BASE WHERE , - NOTE J -- 4 T Oran - PARTITION • ���• � a '� ' ��. ---BASE WHERE �\ � WD BASE o NOTE J \ a QCCURS SEE 4" 400ST25 25 16" 17'-3" THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ''�11 p OCCURS SEE NOTE J OCCURS SEE NOTE J -�"-- �. TOP OF SLAB _ TOP OF SLAB NOTE J 400ST25 25 $W 14'-3" ABOVE 0 4'-.0' O.C. TYPES _ _TOP OF SLAB _97-7 TnP OF SLAB --- _'! f' TOP OF SLAB 3 5 8" ' S 8" - -- TOP OF SLAB - I 7 3 4" " _ r/ _ 400ST22 22 16" 18'--6' a NOM -5/8" 8' NOM 5/ 5/8 12" NO_M_ / / 12 NUM 5/� $ NOMgr- / 400ST22 2.2 24!1 C CAUTION 8 NOM J 8 » _ _ _ # l INHEN USING STUDS MANUFACTURED BY A tMor�,mqunaareMnoodoee 2 _ '7 5 AC �=l ACT A ��-._ 1 2" � 5/9-Z 40�ST20 20 16" 19'-6" r /4" 1/2" / T -/ 7/8„ 11 5 j 4� / I ` �4� 40UL1T20 20 24 17 -J COMPANY OTHER THEN 1USG, VERIFY MANUrA�,TURER10 1/4" 1 1/2" 11 7 8" 1 F - --+f -- ——�1 �` Jet np No. _._. STUD STRENGTH Al�D LIMITING HEIGHT. ADJUST 6" IEL) BY 600`�T25 25 16" 20'-0" GAUGE AND MAXIMUM hE T PRq�D SPECIFICATION. MANUFACTURERS CURRENT 606ST25 25 24" 15'-O" W1 W2 W3 W4 W5 WS 600ST22 22 16" 25'-3" - - 600ST22 22 24" 22'-0' A04098 113uI'98.007,1 600ST26 20 16" 26'-6' 9001)SW Hall Blvd,0100 600ST20 20 ;4 23'-3• l 12 of 59 • o �_���wr�i .� ,9xMux+d rrFL16Y s 1�•,r� i� IF TH1F DOGUMF.N1' IS LESS r�r�ilr ililill tjilljliijlli 1 IiliTillli iI lilt i1l�tlt iltlljt tjlli t 1111111 Jill�it lila hili iIililili IIIA i 1111111 11111 t 1 11 it'111 1 1 IIII1j1 Ili ij1 illllli 111 I t LF.GIDLE TIIAPI TH1s NOTATION, I 11 - L__... _— -I ---� I - ��_-I__ I —^6l ll._.___ I �L- -=i—• I 1— Io��� I 1GUST /�D� I 1T IS DUE TO THE. QUALITY OF �'�ss' — THR ORIGIIIAl, DOGUMRNT. o�E 8�L AL Lr11111119t,11111111 ��L6L '1111111 LT9�i6�T GI i [ TT �T 18 L �9 F911111111 1rTo�r�.II 1!IIIIII ►IIIIIIIIIIIII ILII IIIIIIIII IIIIIIIII IIII�IIIIIIIII Illllllllllllll�Ir,111I11ll11!!! VIII IIIIIIIII II�IIIIIII��I' I��III�II IIII�IIIIIIIII�IIIIIIIII�IIIIII�1111111 �i�� IIIII�IIiI�I� I IIIIIIIIIF111117111111 �I�n� �!IIIul1 • -- ATTACH DEEP LEG TRACK TO BLOCKING W/ 2--#8 SCREWS q • --- USG STEEL STUDS OR APPROVED EQUAL AS SPECIRELD �--- 3 5/8"x 20GA. CFE FLAT BLOCKS �N VIEW 0 4'--0" OC ATTACHED TO ROOF F►RE RATED ---r-- - --- ---- USE DOUBLE JOINTS W/ 2-# 8 SCREWS EA END STUDS ALONG JAMB INSULATION 6- 61 CJ TO RUN INTO DR HD �-- 2X BLOCKING W/ CLIPS IF— ! SEE 14 I ` SHEET METAL A R C N I ? E C ? S 2" MAX. !OSERS I 1 SPACE 9811111% Hilli Ar6Aifeci -� _ . ¢ o ! V 4 �x . 4 /2' DEFLECTION H1S AH%nllc Are11ue z I S 10 • ! I 2"X 2" X 16 GA CLIP ANGLE I . Alame9a, ,A 41601 w -— I I + : 1/4" LESS THAN STUD WIDTH � a —�•—______._ I - ,:I 4, FRAMING SCREWS REIJ'D lel SIO 86S 8663 1 J - L��_�� .�.�_ z x 1/21 1 �1S �HUWN "asa108651611 MTI_ CJ - SCREW AFPLIEC ,. I �- . --1 112" COLD-ROLLED CHANNEL - - HOR!Z BRIDGING® 4'-0" AFF, .EE PLAN FOR PARTITION TYPE / STL_ STUD Pyr CODE - AS PER MANUF SPECS j SEE 8 - AFF, ASR Y CONT SOUND ATTEN BLANKET NOTE: ' i WHERE OCCURS INTO STUD PROVIDE !NT:RIOR GYP BD • I • I x.45 DEG MIN NOTES: j SPACE AT INTERSECTION CONTROL JOINT TO MATCH X11 - - L.00ATIONS OF EXTERIOR CMu 1. WAIL STUDS ARE NUT ATTACHED CONTROL. JOINTS ` TO DEEP LEG TRACK AT ROGF 2. FOR TYPE "X" OR "S" PARTITONS \ ATTACH TO ROOF DECK ' GYP BD PARTITION PLAN i � TYP CONTROL INT � � USG STEEL STUD --- .yam CO 0 JO ---- RUNNER _ WALL PARALLEL TO ROOF JOISTS 17 - 3" _ 1, 0: 1 13 j ..o PARTRioNs - 3;=r=0" NOT USED " S-12 _ ..-.._.. _- NTS (� KEY PLAN 5/8 USG TYPE LOW \.V -- \ PROFILE HEAD SCREWS AS REO' " �`--------1/2" +a ANCHOR BOLT � ---ATTACH DEE? SEG TRACK PARTITION AS � 2� EA#8 SCROEWS URLIN W/ _._. ._. FOUNDATLQN SCHEDULED — FIRE RATED INSULATION 1/4"X 1 3/8" X (STUD SIZE ` ROOF FRAMING, —THIRD STUD ® MINUS 1/2 ) PLATE SEE STRUCT DWGS DOOR JAMB ONLY -_ _ _ _ I I I SHEET METAL I I I 1/2" 0 ANCHOR BOLT CLOSERS 1 '2" DEFLECTION f^ S�ACE i STUD NEST IN RUNNER - - --- ' 13 I I I - - �(`-"` I - SOUND ATTENUATION SIM - 3 4" 3 4" - , 2"X 2" X 16 C,A /- 1 CLIP ANGLE 1 4 U10-- ` uj BLANKET WHERE OCCURS `J -�� LESS THAN STUD SEE PLAN � I I - � I r _."_ WIDTH-(4 DOOR FRAME _ - � FRAMING SCREWS I I REOD AS SHOWN /--CASING BEAD I I `---"� ,, •=j' � -`-' 1 1,2" COLD-ROLLED CHANNEL a R HO V; BRIDGING 0 4'-0" AFF, - _ - •- 8'-U AFF, & AS REQU 8Y ADJACENT CONCRETE OR 1 I - CJ TO RUN INTO DOOR I CODE - AS PER MANUF SPECS -�. MASONRY WALL _ ! I OPENING TYP BOTH SIDES RUNNER q SECT/E 1( NATES: ` j ! RUNNER --- STEEL STUDS 1. WALL STUDS ARE NOT '..� SEALANT-3 AND BACKER ROD ATTACHED TO DEEP LEG uj ��--DOUE!E STUDS ® ---- DIAD. BRACE TRACK AT ROOF CMU WALL JAMB TYP ml 2. FOR TYPE "X' OR "S" PLAN SECTION PARTITION ATTACH TO ROOF '------- ---- ------- FURRING WHERE OCCURS DECK Q GY_P BD PARTITION PLAN _. ; TYPICAL CONTROL JOINT NOT USED ;'�6 DIAGONAL BRACING _DETAIL ____ "_2 WALL PERPENDICULAR TO 18 o CMU WALL 3 = f 0 14 , o DOOR FRAME 3 =1 0 N.T.S. NTS .. _� .,VAC.,IW. A .ROOF JOISTS -----BA. STRUCTURE - - SUSPENDED MTL STUD BRACT ,' ;� 20 GA RUNNERCt�i '� FIF RATED PARTI�N AT CJ SEE S 16 GA RUNNER EXTEND I ____.__ �� ,AS SCHEDULED 1'-0" MIN BEYOND JAMBS 20 GA RUNNER AT OPENING ` BOTH SIDES ----SUSP CLG WHERE OCCURS 2X6 WD BLOCKING ATTACHED 12"MIN 8'-0" 2"MIN 1 TO BTM RUNNER IIIA MA. CA MAX .� _41 -B.O. STRUCTURE z DUCT �• u \__ NESTED 16 GA _._ . _ _ 25 GA STUDS 4 2'-0" OC III I ! HAX TYP (20 GA STUDS PROTOTYPE SET >- SEE PLAN FOR PARTITION TYPF STUD & RUNNERS - HERE -FIRE SAFING ON ! TILE BACKER XBID OOC CCURS) �* ! UNLESS OTHFRW'iGF NOTED p97 L IMPALING CUPS DOUBLE 20 GA I DOUBLE STUDS STUDS AT JAMBS I 11 AT OPENINGS TYP JULY 1997 DOOR FRAME ��DOTIED) , — 24 GA MTL ANGLE i ANCHOR CLIPS -. -,-- - --__ PIPE OR CONDUIT \ IL I „ I FIXTURE P!AN F-1 12-08-97 3/4 CHANNELS — =T 1/4' �— PAINT MTL. TRIM & MTL ANGLE I 2'-0' OC (T�'P) C T TO MATCH ADJOINING WALL -- -- + 20 GA RUNNER ANCHORED :1d ino t ais er vof f the Architect Ind of be tr11 onIIII, CONT SMOKE SOPPING :110�noub'lshed+ork of!pp Architect end leer not be dupl�uteo, SEALANT EA SIDE SURFACE CONTINUE CONTROL \ T TO SLAB & W/ POWDER JOINT UNDER SOFFIT & UP - 2 x 2 x 12 GA ANGLE ACTIVATED DRIVE PINS usaa o disclosed without �nllen consent o! Ipe Arcn uct BACK SIDE FLOOR ANCHOR AT STUDS ® 2'-0" O.C. MAX. TYP. 112" LONG TYPE S PAN re o�u leers \-- -- GYP BD 0 SOFFIT -- - -- FLOOR ANCHOR HEAD SCREW BOTH SIDES OF 26 JAN 98 ISSUE FOR PERMIT AND 810 A DOOR. FRAME EACH STUD AT BOTTOM DO NOT CONNECT TO F nnR c'irnnRTED STUDS RUNNER ONLY 07 AUG 98 BULLETIN 4 \--TOP OF SLAE PARTITION PENETRATION FIRE/ VERTICAL CONTROL JOINT MTL STUD FRMG ELEV TYP DOOR MTL STUD FRMG ELEVATION TYP - t 15 -- - - - _ , " 11 - ---- . - - 7 ---- _ -----_ NOT USED SMOKE STOPPING 3 • T-V 3 - 1.-o OPENING NTS ;� NTS - �E) PLY ROOF SHEATHING DARTITIO ----3 5/8"X 20 GA ST STYLE -16 GA RUNBEYROEXTEND ND JAMBS CMU C NT OL JOINT TYP BRACES ® 4'-0 O.C. BOTH SICES p ..- f,-- - L 1 1/2' X 1 1/2" X GA. SEE ST DWCS I / _ .--_--- BOLTED"TO FIRE DAMPER SLEEVE WD OR MFT FURRING I ' " �--�8.0. STRUCTURE ® 2'-0OC MAX.— MSN. 2 PER /� ` , 12 MIN,�,.._..4'-0" . .� �1-2„MIN SIDE ALL AROUND MAX END CLIP-3"X3"X3 1/2” rt - '\ / I Oar, 20 GA WITH 3 #S ----20 Ga RUNNER _ sU SCREWS TO LA BRACE. y i - ! 5CRErr FLANGES I I FIRE DAMPER, CONNECTION SECURE BOTH BRACES WITH TCS 1F DUCT SFE MECH DWGS �• T -_._...._..�_._�___......�.-_.-..__._.._..__-___.-w._.....�.. TRACK WITH 2 # 0 Ew � 10 SCREW. 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AS 'VOTED OF DUCT SIZE „ 20 GA STUDS . 5/8 X 20 GA TOP TR.',�: AT JAMBS _ o 11111 Title PARTITION 5 $ GYp HD BETWEEN FtRc. °- - _ CAMPER SLEEVE & WALL FRAMING /__ ----- --- - -) ANCHOR CL!P5 'ATL �_,� SCREW AP( I_IEC -5/8 GYP BD '1E----- it DETAILS F_ aBER TOP F cit-AP, ---. __- 7 ." - C T �_ DOOR FRAME (DOTTED) 0 0 i,A, ., 5/a X 25 ,AML _ STUDS AT 16" OC ,r ,to�isarvaoaola —qCr USTIC SEALANT TCP OF SLAB � w �rerrop Ao $ x 0 GA BOTT M TRAC 3 �/ 2 O PARTITION OPENING % r TYP GYP BD CONTROL JOINT '� TYP BRACING GYP PART WALL ` MTL STUD FRMG ELE_:.V TYP DOOR (_20- --- ----- __ __._- ._- --.___--- --_ _-; 16 _ _ - _ 12)_ -_ _. ______.______ $ ___________ _ ___ __.__ __- ___. ._ -_ N O T USED e A06089 FIRE DAMPER 3' = 1-0" a EXTERIOR WALLS 3" _ r-0" ,.� NTS __ NTS � 0100 9(I(19SW Hall lily _._--- 13 of 59 " �•. c T cc I I dwKr7..,.wa,..ea v if' TIIJ DOGUMRN I l.R. • rl" II I I� III I II I III I�jI I I I I III 1 III II1 III I I i�1 111 II III III III III I I III III 111 I I I�I tli 111 1 1 11 T11 111 1 1I�III�111 III III III III III I I ' , IS T 0 ��_I I I tj J — I — -1 �l LFG I BI,E THAN THIS NOTATION, IT I• DUF. TO TIIF QUALITY F el "� THF ORIGINAL DOGUMFNT. --- — OS 8L til LTG011111 rill ti. ilit,11111111111,111111111 OLiBI -ITILI9IF�IIIIIIIIIIIII!I Illl1llIIIIIII ILIILII ILII ILILII ILII IIIIIIIII IIIIIIIII Illi ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII 1111 ILII IIII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Illllull t.� .i., _.e.�i,d „.,:�. •,., .. f...L ,�°x d;a:bnlSlYu n,A; ACCESSIBILITY REWREMENTS Xf ENTRANCES & 8M FiAB B" SI ; 1 aGNS b �� IONT f I, ALL ENTRANCES SHS L BE EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY S 4v� CONSIST OF A WHITE FIGURE ON A FACILITIES SHALL BE MAIZE ACCESSIBLE TO PERSONS WITH DISABILITIES. 1� GRAB BARS SWILL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE. BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD Sec 1001.9.1. Sec 11158.8.1, Fig 11 B-1 A, 1B, do IC. 599b. 2. EXIT DOORS SHALL BE OPENABIE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SEC 11170.5.1.2. , *^ ; SPECIAL. KNOWLEDGE OR EFFORT. 2• GRAB BARS AT THE SIDE SHALL. BE AT LEAST 42 LONG WITH THE FRONT END POSITIONED 24" IN Seg 1004.3. FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK END POSITIONED NO MORE THAN 12' FROM THE 2• LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN REAR WALL. GRAB BARS AT THE BACK SFWl BE NOT LESS THAN 36' LONG. 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATION OF BETWEEN 1:5 AND 1:10. 3. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE Sec 11158.8.1. Fig 11B•-1A, 18, do 1C. Sec 11 17B.5.3 D•NNIe Huth,Arehiloot PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE 3. GRAB BARS SHALI_ BE SECURELY ATTACHED 33' ABOVE AND PARALLEL TO THE FLOOR, EXCEPT 3' CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING 1115 Allehttt Areeue USED, THE DOUR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHAM HAVE NO DOORKNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN THAT WHERE A TANK-TYPE TOILET IS USED WHICH OBSTRUCTS PLACEMENT AT 33', THE GRAB BAR MAY BE DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN Alametla, CA 14511 ONE OPERATION, NIATCHAS HIGH AS 36'. UPPER CASE X. LOWER CASE CHARACTERS ARE PERMfTFF.r,. FOR SIGNS SUSPENDED OR tel Sltl 865 A163 Sec 1004.3. Sec 11158.8.1. Fig 118-1A, PROJECTED ABOVE THE FINISH FLOOR IN COMPLWJCE WiM SECTION 3105a(k), THE MININMUM CHARACTER HEIGHT SHALL BE 3' I 510 16 S 16 I1 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF 4. THE DIAMETER OR WICTH OF THE GRIPPING SURFACES OF A GRAB W_ SHALL BE 1-1/4' TO 1- 1/2' Sec 11178.5.4. TRAVEL SHAW. BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT PUSH-PULL. ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-112'. REQUIRING THE .'ABILITY TO GRASP THE OPERATING HARDWARE. LOCKED EXIT DOORS SHAd OPFRATE Sec 11158.8.2. Fig 11B--1C. 4, CHARACTERS AND SYMBOLS SHALL CONTRAST WIT}I THEIR EACKGROUND, EITHER LIGHT AS ABOVE IN EGRESS DIRECTION. CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. Sec 1004.3.1. Sec 11178.5.5. 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING 5. HAND--ACTIVATED DOOR OPENING HARDWARE SHALL 8E CENTERED BETWEEN 30" AND 44' DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING:ABOVE THE FLOOR. Sec 11156.8.3.1 THRU 1115.8.3.5 Sec 1117B5.6 [3105A(e)7] THRU 11178.5.6.3. Sec 1004.3.1. a. BENDING STRESS IN A GRAD BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE LET'ERS AND NUMBERS ON SIGNS SHAM. BE RAISED 1/32' MINIMUM AND SHALL 8E 6. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL. BE OF A APPLICATION OF A 250-L8. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN OF THE GRAB BAR OR SEAT. SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED 13Y GRADE 2 BRAILLE. t 6'.-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE Sec 11158.8.3.1. Sec 11118.5.6.1 [3105A(e)7A]. I CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". b. RAISED CHARACITRS UR SYMBOLS SHALL Bl A MINIMUM OF 5/8' HIGH. KEY' P� I Sec 1004.6 (FOR HCD 1 k 2, SFM, DOSH), Fig 10-5D(a). b. SHEAR SIRES INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250-LB. POINT LOAD SHALL BE L(:SS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND Sec 11178.5.6.2 [3105A(e)7B]. N 7. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSIIIONED IT'S MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. TORSIONAL SHEAF STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM Sac 1004.6.1. Fig 10-5D(a). Sec 11158.8.3.2. I 6 F SHALL BE A MINIMUM O ' N HEIGHT. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A c' SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB. Sec 11178.5.6.3 [310C CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32' WITH THE LEAF POSITIONED AT AN ANGLE OF 90 POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOA". 6. CONTRACTED GRADE 2 BRAILLE SHALL 0E USED WHEREVER BRAILLE SYMBOLS ARE EGRESS FROM ITS CLOSED PCISITIGN. Sec 11158.8.3.3. SPFCIFICALIY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10' ON Sec 1004.6.2. CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SNAIL BE RAISED A MINIMUM OF 9. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST d. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250-LB. POINT LOAD, 1/40* AWS THE BACKGROUND. ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32' WITH THE PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD, SHAD_ BE LESS THAN THE Sec 11178.5.2 DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION, ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. Sec 1004.6.3. Sec 11158.8.3.4. 7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE, ROUTE OF TRAVEL 10. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 33-2. THE e. GRAB BARS SWILL NOT ROTATE WITHIN THEIR FITTINGS. SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH DIRECTIONAL SIGNS, AS REQUIRED, TO BE Sec 1115B.8.3,5. ADDITIONAL. VISIBLE TO PERSONS ALONG APPROACHING FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHAM 8E LEVEL AND CLEAR. LAJ Sec 1004.9.2.2a. PEDESTRIAN WALKWAYS. Sec 11178.5.7 I 11. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR, THE 6. THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL. BE FREE 8. WHEN PERMANENT IDENP"ICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60' AND THE OF ANY SHARP OR ABRASIVE LLEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. SHALL BE PROVIDED AND SHALL 8E ACCOMPANIED BY BRAIUE IN CONFORMANCE WITH SECTION SecLENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGELS TO THE Sec 11158.8.4. 111785.6, 111785.6.1, 111785.6.2, AND 111785.6.3 SIGN SHALL BE INSTALLED JN THE WALL TO 1004.9.2.1a. 04 THE DOOR IN THE CLOSED POSITION. THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING Sec 1004.9.2.t a. Fig 10-2. AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL., PREFERABLY ON HE RIGHT. MOUNTING HEIGHT SHALL BE 60` ABOVE THE FINISHED FLOOR TO THE CENTERUNE i v 12. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHAM EXTEND A T MINIMUM OF 24' PAST -,HE STRIKE EDGE OF THE DOOR AND A MINIMUM OF 18' PAST THE STRIKE C�)I�ITROLS dt OPER�111NG OF THE SIGN MOUNTING LC^ATTON SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH W WITHIN 3' OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE EDGE FOR INTERIOR DOORS. SWING OF A DOOR, Sec 11178.5.9. Sec 1004.9.2.33. Fig 10-2. p 13. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF39 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION THE DOORWAY. 110--10 SHALL COMPLY WITH THE REQUIREMENT'S OF SECTION 3105A(f). $�1J(r� FA S � AICC�'SSOF�fES Sec 1004.9.1a. Fig 10-5C. Sec 11178.6.1 ui 14. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11188.4 THAT ALLOWS A FORWARD OR • THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 60' OF CLEAR SPACE FROM ANY PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17' AND A MAXIMUM OF 19' DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. MEASURED TO THE TOP OF A MAXIMUM 2' HIGH TOILET SEAT, EXCEPT THAT 3' SEATS SHALL BE PERMITTED FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING ETHER IN THE SAME DIRECTION OR Sec 11178.6.2. AWAY FROM THE SPACE BONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15' HIGH.BETWEEN THE DOORS. SEE FIGURES 10-5A(a & b) FOR DESIGN ALTERNATIVES. Sec 1502 i f Sec 1115.4.2 do 1004.9.2.2. [3304(i.1)2B]. FIG 118-26 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND • 'I J► OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER 2. THE CLEAR FLOOR SPACE 36" BY 48' SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A IVIS NEA �� TM THAN 15' IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND 15. THE BOTTOM 10' OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, APPROACHED. ND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. SHALL EXTEND 3 UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT Sec 11178.6.3. ��AMEDA CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED Sec L EXTE A 10" . Fig 11-18. �A HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE 4' CONTROLS AND OPERATING MECHANISMS SHALL BE OPERASL.E WITH ONE HAND AND 3. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18' TO THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS SHALL. NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST, THE FORCE CENTER UNE OF THE FIXTURE. OF CONDITION. REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. Sec 1504(a). Fig 31-1A. Sec 1004.8.1. Fig 10-4B. Sec 1117B.6.4. 16. 4. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34' ABOVE PROTOTYPE SET MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR 5. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29' FROM THE FLOOR TO THE B01TOM OF THE DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8' MINIMUM ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. WRIST. THE FORCE REQUIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS FOR DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SWILL BE A MINIMUM OF 9' HIGH FROM P97 COMPENSATING DEVIDES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE ABOVE KITCHEN SINKS SHALL BE NO GREATER THAN 5 plf. LEVER-OPERATED, PUSH-TYPE, AND THE FLOOR AND A MINIMUM OF 17' DEEP FROM THE FRONT OF THE LAVATORY. STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. Sec 1504(a). JULY 1997 BE INCREASED TO THE ALAZIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY , NOT SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. TO EXCEED 15 POUNDS. Sec 1004.5.1. (FOR HCD 1 & 2). Sec 1508 CA PLUMBING CODE. 5. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE STALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, FIXTURE PIAN F--1 12-08-97 Sec 1504(b). Durings and written materiel eppeerrng ke+un r,oeatilute orllieel 1 CORRIDORS & ARL', ES 6. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30' BY 480 IN old i,opubluhed fork nl the Archilecl and■eK eol De OrplrcateQ, FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. used or disclosed r thoul rnllea coolant of the Archrlecl Sec 11158.9.4. 1. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36' 7. WERE ONE OR MORE URINALS ARE PROVIDED, AT LEAST ON WITH A RIM PROJECTING A MINIMUM OF No Dole lease IN WIDTH. 14' FROM THE WALL AND AT A MAXIMUM OF 17'. 26 JAN 98 I;:SUE FOR. PERMIT AND BID Sec 1005.2.1. Sec 1503(3). -- - - 2, CORRIDORS THAT EXCEED 2.00' IN LENGTH SHALL: Sec 1005.2.2. Fig 33--6. • a. HAVE MINIMUM CLEAR WIDTH OF 60'; 8. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET -- - -- - --- -- _._T AREAS. or Sec 1502, b. HAVE, AT A CENTRAL LOCATION, A 60" BY 60' MINIMUM WHEELCHAIR 9' WA'LR CLOSE' AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM - - TURNING SPACE OR PASSING ALCOVE; CONTROLS, SHALL 9E OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44° ABOVE THE FLOOR. -- - -- or Sac 1502, 1503(b), & 1504(c). c. HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS OR TEE 10. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET CORRIDOR, A MINIMUM OF 440 IN WIDTH; -- AND OPERATING MECHANISM CONTROLTHAN S, SHALL BE NO GREATER TH5 LBF. _ Sec 1502, 1503(b), do 150(c). - - of 11. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST -. 10 SECONDS., --- d. HAVE, AT A CENTRAL LOCATIONAN OPENABLE DOOR W Sec. 1005.2.2.4 FIG 10-6. Sec 1504(c). --- - - 12. MIRRORS SHkL 8E MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40° FROM THE FLOOR. ---- 3. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL. BE SIZED ACCORDING TO FUNCTIONAL Sec 11158.9.1.2. V1 REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36' IN CLEAR WIDTH. Sec 1014.2.2. Go 13. WHERE TOWEL„ SANITARY NAPKINS, WASTE RECEPTACLES, Im AND OTHER SIMILAR DISPENSING AND °f 4. EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEALS, TABLES, DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH 4U_ OPERABLE Project No 95048 - PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. MERCHANDISE, EQUIPMENT, OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES LEADING TO Sec 11158.9.2. _ AN EXT. Scale _NONE Sec 1014.3. 14. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12.' OF INE: FRONT EDGE OF " THE TOILET SEAT AND NO LOWER mm 19" FROM THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. Drerle�Title 5. EVERY AISLE SHALL BE NOT LESS THAN 3' WIDE IF SERVING ONLY ONE SIDE, AND NOT19- - - ---` Sec 11158.9.3. Fig 1 1 A. ACCESSIL31LIlY W LESS THAN 3'-6* WIDE IF SERVING BOTH SIDES. SUCH MINIMUM WIDTH SHAD_ BE MEASURED AT REQUIREMENTS ____ o THE POINT FARTHEST FROM AN EXIT, CROSS AISLE OR FOYER AND SHALL BE INCREASED BY 1-112- FOR EACH 5' IN LENGTH TOWARD THE EXIT, CROSS AISLE, OR FOYER. 15. TOILET ROOM FLOORS SFULL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE SUCH AS N �� PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO o Sec 1014.2,1. THE WAILS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WAU_S WITHIN 6. WITH CONTINENTAL SEATING, AS SPECIFIED IN SECTION 3316, SIDE AISLES SHALL BE NOT FRONT AND SIDES OF URINALS SHALL BE SIMILARLY24 OF THE FINISHED TO A HEIGHT OF 48 TWO, EXCEPT FOR x, LESS THAN 44" IN WIDTH. STRUCTURAL ELEMENTS, i'HE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY r w Sec 1014.2.1. AFFECTED 13Y MOISTURE. r: Sec 1 1 158.9 5, 1JUPY11-ILIO/4 9009 SW Hall Blvd,11100 • - - --- ' 14 of 59 ti�KSf4 '» t r�W� ' %Itah:�.raF:o,..GI. ,.;_,.;,•: a e;; e �^'MNMWNNY'M5L19AW''A�p";R+W'Yw+W1i/wYtlbM,'-`,:. ,,ID'7•`H?4M'Qi'0..>:VM(=AYJ g .••-•-•.• .•.•.•...., ++,w.w.+Wrryw.MMw.."MIu I.IM"I+GwNM1lnMe.M�; 1... lam' „ ...w•". 1 r'. .....,RM '.rw ,.r ,.,.,,»{y {„qYY IF THIS DOCUMENT IS LESS TTT III 111 111 1111111 III IIlI 11 111 III III I I III III 11T III 111. Tri ill Irrl ill �I IIII III III III IILI III III 111 I 1 III 111 1)1 1 TT T '1 1 III 11! 1111111 III III 111 III n •,,,pe�I_12II_I 14� + 5� �� 161 7I +��_� 112 = ,..... LEGIBLE THAN THIS NOTATION, l r IT IS DUE TO THE QUALITY OF -- THE ORIGINAL DOCUMENT. --- t 8 t (is I g1 0 fflI III�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�Iilllllll�llll IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIU�IIII illl�ull iIIIIIIIgI iln�IllGl Ti1I�Iui It ( 1 illl�lll►IIII�IIIIIIIu�IIII17 u�nn 9n�nn�II Illnll�lil�nn cn�nu nlluu30X ..� . I c,V AREA OF PROPOSED ADDITION E BUILDING 1 22.5 3 3.5 4 4.5 5 6 7 8 9 10 (E) DOORS TO BE REMOVED (E) OVERFLOW SCUPPER I (E) SIGNAGE TO REMAIN ! FOR PROPOSE "FILL- IN" 0 REMAIN TYP DINNb Keith,A1ohiUct OF OPENING � REMAINREN ) EXIT DOORS I 1115 A11salic Arinue VIF - (E) ALARM BELL Alameda CA 91591 - -- -- - - - --- --- -- -1 Tet 510 865 8663 -r- _--_T--- i - • ® • • • —' cm • ' � D Fee 510 865 1611 9 0 �lG-�� '� I INDICATES (E) ADJACENT BLDG. ,._--•._ �. . � ._ �.. . -- _�:_ - _�- z ® -- _��«._.� - FIRE DEPT CONNECTIONS r r Y 40MW L(E) WALLS TO BE — \-(E) LANIDiivG, STAIR, BOLLARDS (E) RECESSED TILE BAND REMOVED FOR PROPOSED HANDRAILS AND GUARDRAILS PROVIDE DOOR OPENING (E) GAS METER EXPANSION-REFER TO TO BE REMOVED IN EXISTING CONC. WALL TO REMAIN CONSTRUCTION SEQUENCING PANEL - (E) ELECTRICAL METER (E) CONC. WALL PANEL TO REMAIN PLAN SHEET $01�" H DEMOLITION ELEVATION _ __ __ - - -- - - --- -- KEY PIAN 3 �— _ --- – - t • 1r-v N 10 9 8 7 6 5 4.5 4 3.5 3 2.5 2 (E) OVERFLOW SCUPPER I ' TO REMAIN (E) RECESSED TILE BAND TO REMAIN (E) BRICK ONISH TO REMAIN (E) SECURITY LIGHT (E) EXIT DOOR TO BE RELOCATED• TO REMAIN j (E) ARCHITECTURAL TRUSS E SECURITY LIGHT I t » (E) EXIT DOOR TO - TO BE REMOVED-- TO REMAIN - 21'-6" T.O.P. --_ -- _-=mss.__ .: � - __� �_ cm ® V, TARG -------.------- -- - -, `✓ LJI�i���l�� TOR MAINE SIGN ----------- -— I �► LINE OF ADJACENT BUILDING - ►- (L " O'-0" F.F. ,. cl (E) EFS TO BE REMOVED AT - (E) COLUMNS TOE RE-COVERED, AREA OF PHARMACY EXPANSION PREP AS NEEDED (,2 TOTAL) (E) CONC. WALL PANEL TO REMAIN AS NEEDED EXISTING BUILDING PROPOSED ADDITION `-- (F'` CONC. WALL PANEL TO BE REMOVED ONCE STRUCTURAL SUPPO 1 SYSTEM IN PLACE NO ,_ H DEMOLITION ELEVATION - - - 1/16` . t-Or Cir L K J H G F E p C B A NOTE:REFER TO DEMOLITION DMNIS 1I�,i►Ttl n w PLAN, SHT. A.4.1.1., FOR ADDITIONAL INFORMATION. ,ryle ,pk CA 74v flip at" I,i(E) EXIT DOOR � E) ADJACENT (E) RECESSED TILE BAND TO REMAIN � ;TO REMAIN BUILDING \ I PROTOTYPE SET P97 JULY 1997 FIXTURE PLAN F-1 12-08-97 ! Drewiega and wt it neterlef appearteg Mersin constitute ofigteaI and unpublisAed Bork of the Arckilvl and eo►aot be doplireted, assisslessi Woo" (E) CONCRETE WALL PANEL used or eiaclered ntbeel mt mitten concent of the Arcbrtee TO REMAIN UNCHANGED No Dete lease EXISTING BUILDING TO REMAIN VIF _ _26 JAN_98-, ISSUE FOR.-PERMIT-AND-BID NOTE: NO WORK THIS ELEVATION - 2 EAST DEMOLITION ELEVATIONVff elT4 r --------- - -- -- -^---- - ---- — A B C> D E F G H J K L - - - -- .- - � — — PROVIDE ENINGS IN (E) CONC. WA PANEL (E) STAIR, BOLLARDS, (E) SIGNAGE TO BE (E) COMPACTOR (E) WALLS TO BE REMO'�rij EXISTING OFC W SERVICE TO REMAIN DOORS, HANDRAILS REMOVED FOR REUSE TO BE REMOVED TO PROVIDE FOR SALES - PANEL FO FOOD AND GUARDRAILS SEE DEMO PLAN CONSTEXPANRUCTION REFERTO TO BE REMOVED ---- - -- ----- EXPANSIO SEE DEMO PLAN PLAN. SHT. A4.1.1 PROVIDE DOORI OPENING IN EXISTING CONC. WALL PANEL (E) LOADING DOCK -- — ---- --- i TO BE REMOVED _ __---. . -----_----- I i\�U L�lfl] LS u ® I I I SEE DEMO PLAN prosect No 17024 __ � •'_ - - STAIR AND BOLLARDS - 1 - - --- _mss-�awzsc-_.as..a — �r r 1 I I F x I� �-T10� TO REMAIN scale 1 .1 - _ ora.+/�rule DEMOLITION (E) CART CORRAL TO BE REMOVED ELEVATIONS PROVIDE DOOR OPENING L____ (E) DOCK AMENITIES TO BE — -- -----� -- IN EXISTING CONC. WALL REMOVED -- REFER TO CONSTRUCTION PANEL SEQUENCING PLAN, SHT, � WEST DEMOLITION ELEVATION! --- _ �__ -- - --- - -- -_ - 1/16' • �. , o r'.}t F Alilesi c Y r 1fU1'N8-00/4 9009 SW Hall Blvd,r'100 S 15 of 59 • ���...,. – – IF THIF DOCUMPINT Is 1.Fss f� Ilr 111 III III Ili Ijl I I Illlill Ijl I I III III 111 II1 III IIT III I I Ill 111 111 III Ill Ill Ili I I III Ill Ill I I III fl1 1�1 I T TIT 111 111 1 1 ill ill III Ill ill III Ill I I 1 LFGI3LF THAN THIS NOTATION i —j——�– i 4 i —i 6� _--i i I_ i 1_..� �l . 1 fib► i I ��I i I �� /� st - -- rw.ae 1T 10, DUF TO THF QUALITY OF (-IIqII�sIIIIIII��II IrIoIII II1I�3I 1EIIII IIff,11111111 L — � � LTHY ORIGINAL DOCUMENT . III9IL II � � �� 30X T SIDEWALK PLAN KEYNOTES r+ C� EXrENION OF (E) CUNC WALK 2❑ EXISTING WASTLE RECEPTACLE ❑3 (E) COL TO RECEIVE (N) MTL COVER SEE DETAILS 1617� ARCM ► tEG � s 4 1.4.1 A1.4.1 ® EXISTING CONTROL JOIN( Dellis Hittt1, Architect 18 1115 Atlantic Areeue ❑ EXTERIOR BENCHC)SEE- A1.5.1 �lett•,eui �A 91501 LOCATION TO BE VERIFIED lel 510 86) $663 BY TARGET CSR TYP �; Fa, 510 Allis 1611 Cl EXPANSION JOINT SEE Ar 1 'S 1 �e-- PHARMACY PHARMACY CONTROL GUEST [7] NEW STOREFONT PHARMACY SALES TOILET - ROOM SERVICE VESTIBULE 126 128 ( 7 ) 227 ( 6 ) 5 _114 4 103 1 3 ) 101 ( 2 ) 1 0.1 ('0 ) 8 CIO 9 C 8 ❑ CONTROL JOINT 2�A.1.5.1 �- � " 34'-8" - - 1'-4" 20'-10 3/4" I 44'-0" I 44'-0" * 44 -0" -, 44'-0" 44'-0" -- ._ - - 44 -0 - -- 44'-� X20--10 3�4 -MEN - - -- ,0 --,� --- 1 - - - + - ----...r 116 STOCK ` I — I 2s. —? .,� �4 �- - - ----- --- - - — — ———— —— — — ,— - - � _ � ��-I I ADDITION I r — --- -- - I _ _ � .._ _ ., + � In m...., .. F ---- - - ---- - --- - - 147 , B r — �- ___=== - ; - --- woMCN ❑ KEY PIAN - I k _ I N GENERAL NOTES b I ❑ I?.8 127 I I 1 1 1 r �1 I 11� -I _�_—_. N - — — - — — - - - - - -- - - - - — . `. - - --- - - - - -11- -- 102 --- - --'� 1 - 1 I 11 103 I I i I i -- - - - - e I I I I I I � , ; �� A. ALL DIMENSIONS ARE TO FINISH N I 1 -.1 -_ _- A, �/ I I I I MATIS OR OPENINGS UNO, EXCLUSIVE ,A_ TILL. CERAMIC OF 125'-3" I - - - � ' � � IB. FOR � ), 0 ��`� - _ _ � UA DOOR, ROOM FINISH, AND ( A ,� --___- _ - _ _ __ - -_-_-- _ __ _--- __- - - -- - ---- -- - --- - - - -,- -- - LJ- I �i I OWNER SUPPLIED MATL do EQUIP 7.9 7.6 6.9 6.6 = - I I I I I SCHEDULES, SEE SHTS AO.0.5 do AO.0.6. 1 3 � 3 2 Q4.2: 24'-0" 20'-0" 22'-0" 22'-0" 22'-0" 22'-0" 20'-11 1'-6" 136' -11" 36'-0" I C FOR PARTITION TYPES SEE SHT AO.0.5. it- ' 152'-4" D. PLYWOOD BLOCKING IS INCLUDED IN ) 0.7 0 PARTITION T 'PE. SEE BLOCKING PLAN 5 4.5) ( 4 ) 3.5 ( 3 ) 2.5 2 �1 0.9 -� FOR SIDE OF WALL. uj ` E. INSTALL EXPANSION AND CONTROL h(E) CONC WALK JOINTS IN CONCRETE CURB AT FRONT (N) CONIC WALK OF STORE TO MATH JOINT'S IN SIDEWALK ONE SIDE ONLY AT CORNERS a F. REFER TO SHT A4.2.6 FOR ENLARGED .�. VESTIBULE PLANS. 1 W SIDEWALK/ENTRY PLAN 1 ,rte" T-W N Aw 0.1 ENNIS HEATH ALAMEDA.CA --- N LANDSCAPE AREA �� ( ) SOF 0V i� IIi 13 A1.5.1 10 (N) CURB I PROTOTYPE SET C� n I 147oo �� - ---- -- --- _ -- - P97 - _ - HA2 2 ! JULY 1997 -- u A1.5.1 A1.5.1 6 I ❑— �_ Q++. — FIXTURE PLAN F•-1 12--08-97 OA -- - — Driving!and 011111"malenal appealing lenln coostitull eriliaa, a /3 L=J o aid uepubl sled work of the Architect and all tot be dep144111A„ `A1.5 1 ! cv used or ilmlosed without rnlleo cooled of the Architect C � I No Data lanae -I ._ - -------- - — --- - — --- --- I - - - -- ---- ---- _26 JAN 98_--ISSUE FOR_PERtii(TAND _ -AU-GN I ! I --- --------- — 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" ( 3 62'-0"t ff (N) CURB A1 - ----- ---- - SEE CI"IL DWG'S ALSO - 1 (E) SIDEWALK (N) 0.7 4(VIF SIDEWALK C2)ENLARGED SIDEWALK PLAN N — --- — b Prohot No _ 17024 ------ m FLOOR GENERAL NOTES ----- ----- Z scale AS NOTED d SEE DRAWING NO. A�4.2.1 SYMBOLS SEE DRAWING NO. A0.0.2g Title Doeviee SIDEWALK ENTRY � PLAN U �wtNmneeawaanA,m ew N Q z�, Otltetlt�Me. r a N .. UIJt'"1S-011/4 - 9009 SIN hall 1310.4100 16 of i9 - • D • ewer w -x r iIII11IIIIIIIIIIIIII'IIIIIIIII '. T11TIT111111illllLIIIIIIIIIIIIIIIIIIIT111Tli1T11111IIIIIIIIIIIIIIII s •�� .F THIS DOCUMENT I, LESS T1 I L I . 1 4 � LFGIBLF THAN THIS NOTATION, —� _�_ I ^71�__�I— IT IS DUE TO THE QUALITY OF "o.se W fir.;. THF ORIGINAL DOCUMENT. &iunt-11-11111111 T T I ILT9 IIII�IIII ILII ILII ILII Illi lllirllllllllllllll�lllllllll ILII ILII IIIIIII, IIIIIIIII IIIIIIIIIIII11111111111 ILII Illi ILII ILII ILII ILII IIIIIIIII ILII ILII ILII IIIA !III IIIIIIIIIIIIII ILII 1111 ILII ILII ILII Illull •_ • • �, x, ;Y • KEYNOTE ' N0. - - BASE MATERIAL -- FINISH COLOR7. ----f-- h 1A C�I_U-1 EFS-1 C-13 I� 18 CMU-1 - �-1 C-4 - 1 2 25 3 .?�.5 4 4.5 5 6 71 8 v► coin i�sYs EFS-4 C-13 0 (N) LOADING DUCK 6 7 8 0 10 - - --- (N COMPACTOR ❑ (E) METAL LOUVERS -(E) SITE LIGHTING 28 (E) CONC FON SYS _____ EFS-3IC-4 e �: N ADDITION E BUILDING_ 3 ALUM STOREFRONT PREFIN C-3 12 13 (BEYOND) i �Nd SITE LIGH ING (E) SITE UGHTING (E) ALARM BELL 24 -(N) METAI. COPING (N) OVERFLOW GHT TOM CH (E) (E) DOORS 4 METAL. COPING _ EPS-1 C-13 SCUPPER, TYP I (C) SIGNAGE TO REMAIN 5 HM DOOR & FRAME - EPS-1 C-13 ® -(E) SITE UGH ING ! (E) METAL COPING® CLEAN do PAIR AS I ALIGN I � � � ' NEEDED (N) SITE LIGHTING- Oo�Ilie N��11, Arealrlstsl — - --_ — - _-- _7_ OH C_(_4UN_G_D_OOR EFS-1 C-13 f AFF 8 DOCK BUMPER_ ---__--- PREFIN J Illi Atlantic Artlll6e , CA 94501 ALIGN ® ® m o -.� —' -- - -- -- — -- - T•��5 Uei165 563 r _9— DOCK LEVELER EPS-1 C-13 ' U 10 DOCK SEAL PREFIN ■ I -- __— Fill S 1 o 1110 16 1 1 11Y _ — — . 11 GUARD RAIL EPS—1 C 13 COMP CONTAINER EPS­11 C-13 13 COMP CHUTES ENOL —� EFS-1 C-13 —_— EL =0'-0" AFF - -- _ _ - __ - ---- -- -- - -- - - - -- ---_ ----- - _ - _,- 14 RTU - _ --__-- - - _�- _ 5 - - 1 SCUPPER _ EFS-1 C-13 (N) MIL DOOR (N) HM DOOR 11 16 (E�METAL LOUVER ^_ EFS-1 C-13 N CMU FOUNDATIONS 18 17 ELECTRICAL METER �- (E) PIPE BOLLARDS 19 - - O ❑❑ (E) ELEC C L � (E) CONC WALL PANEL-' (E) CONTROL JOINT- 17 POURED CONC -_- EFS C-4 (N) LANDINGS, (E) GAS PIPING 2g -REPAIR NEEDED- E R 18 ALARM BELL EPS-1 C-1 - N PAINTED ACCENT -REPAINT 2A � ( ) RECESSED TILE BAND- ----- - RAMPS, GUARDRAILS ( ) - (N) STAIR, HAN (( TAI HANDRAIL - EN GAS METER 30 --PAINT TARGET RED (C-1) - 19 (E_BOLLARD EPS`) C-13 h BOLLARDS 11 20 - BAND TO MATCH (E) AND BOLLARDS 11 h2O VBOLLARDS ND ( � ❑ 20 BOLLARD _ -_ EPS-1 C-13 TILE BAND 1-z - -- EXTEND OF ADDITION _ - �� /� 11 20 NECAOINRCAS WALL PANEL- (E) FIRE DEPT CONNECT �--- ------ - - - - 1 5 C- 6� 11 15 �'-\ ��-� NEEDED- 21 CONC CURB Al A�5 1 A�4 1 A1`4�1 A1�4�1 l-t�L—' a �� 11 15 - REPAINT 2B COLOR C-4 22 HOSE BIBB - EPS-1 C-13 A 4.1 A1.5.1 A1.4.1 A1.4.1 A1.4.1 ® KEY PLAN OUTH ELEVATION ___ � � ---- - -- 23 SECURITI' LIGHTS PREFIN - • C3> ELEVATION-___ _ _- �-. ■ f� 24 TARGET SIGN -- PREFIN C-1 w 25 PHARMACY SIGN PREFIN C-1 26 MOTION AC i N LIGHT _ EFS-1 C-13 10 6 5 4.5 4 3.5 3 25 2 1 0 __27 E GAS METER _ __ -- - -_ EXISTING BUILDING PROPOSED STOCK ADDITION lA 28 FIRE DEPT CONNECT_ EPS-1 C-1 29 GAS PIPINGEFS-1 C-13 c P 15 SCUPPERFLOW 15 (E OVERFLOW j (E) $RICK FINISH T REMAIN 30 _E_ELECTRICAL METER _ EPS-1 C-13 � -(N) MTL COPING (E) MTL COPING RELOCATE (L) SCUPPER _ _ _- 4 (E) ARHITETURAL 31 (E)_ARCHITECTURAL TRUSS EPS-1 C-i (E) 111LE BAND, TYP ! 32 (N) OVERFLOW SCUPPER 15 PAINT C-1(RED) TO REMAIN SITE LIGHTING TO REMAIN ❑ f 32 TILE BAND _ _-_ EFS--3 C-1 l PAINT COLOR TRUSS, PAINT OLOR t _ _ PAINT C-1(RED)7 I C-1 (RED) ; 31 I _ _ C-1 (RED) - EL = 26'-6" AFF 33 (E)/(N) MTL COL COVERS EPS-) C-1 EL = 21'-6" AFF ----~-- r t E - _-6" AFF -- -._ - - -- - - -- - -- EL = 15'-2" AFF - _ %q EL = 0'-0" AFF EL = 0'-0" AFF (N) DOOR � (E) DOOR (E) BRICK FINISH ----- PAIN COLOR TO REMAIN N ENTRY DOORS LINE OF ADJACENT (N) PAINTED ACCENT (E) RECESSED TILE C--13 (TAN) BUILDING BAND TO MATO (N) MTL COVER (N) CMU WALL (E) TILE BAND r321 --- BAND, PAIN OLOR (E) CONC PANEL- COLOR C-1 (RED)33 - ___ C-1 (RED) 32 (E) CONC REFINISH (E) SIGNAGE 24 Lu (E) CONTROL JOINT, AS REO'D 2A TYP (N) STOREFR NT/ 17 (N) MTL COVER NP__ VESTIBULE L`A] A1.5 COLOR C-1 (RED 33 NOF�TH ELEVATION '� - - . --- -- - ,118' . 1r� ------ L K J H G F E OD C I — (E) SECURITY LIGHT (E) RECESSED (E) MTL COPING � TILE BAND 32 I I PAINT RED TOPOR C-1 OF 401E I i (RED) 1 ' PROTOTYPE SET P97 JULY 1997 FIXTURE PIAN F-1 12-08-97 (E) MTL DOOR - (E) CONC CURB Drenla/If,s ofitIII•efniel Ipprlrfep eeuu co Allitule on01A11 ui 71 Z LINE OF ADJACENT sod eAOuEI1AAt•d work of Ike ArseiUcl sod wl►AOI he depl{uled, 21 Aud or disclosed nrAoAl wimes co/eent of the AleAiteel BUILDING NIC- - - (E) CONC WALL PANEL Me. qeb - - leu• REPAIR / REFINISH AS NEEDED __26--�-98 FM-P N-11--A*00 2 EAST ELEVATION `- 1/18' ■ t•� A B C D - _EXTEND Of ADDITION ® (N) SIGNAGE 24 ---- (N) OVERFLOW SCUPPER I (N) SITE LIGHTING TYF' EL = 26'-6" AFF EL = 21'_6" AFFCEO ---- Lj r Ln ■ K --- ,.�_-.-:-�>.�,.,-cam-.._. , �, _y- .. --,_ _- .., �t«-.-=-a,-s,.,...� . ,.._ - ,---- ,m_.a�_..-.-- _ - _-�.:___-,��-_- •._-- --__-� ,..a: ...�,-T:-..� --. z r-a=-.�- _ - -..,-,-�__ # ., ,..... - - +-- �_. _ . _ . .- .--T-- ------ - ----_ -��. --_— FL = 0'-0" AFF FLOOR LIE vroieel No 17024 - (N) CONC WALK TO BE EXTENDED -- (N) CMU WALL-W/FINISH L (N) DOORS 6�D P10 TO INCLUDE ADDITION 21 To MATCH (E� TYP (N) RAMP, HANDRAIL Sell@0 ADDITION 1A �C BOLLARDS Al 4151 � N PAINTED ACCENT `-- ( ) �— --- Ore�lAo ifile - �E)((E�OR BAND TO MATCH (N) CMU FOUNDATION 1B CJ - -__•_____ _ (E) TILE BAND 32 - - _ ELEVATIONS _ .- WEST ELEVATION - -- - --- --- - ItW ■ 14r of•t� ` 4A. : o tirr t, IJUIN S-UU/4 9009 SW I lall Blvd,N 100 17 of 59WAO� - • • NO •rro if11111III1 � 1111111111111111i111111i111 1111111111 ; 1111111 1111111111111TllflllllllllIlllllllllll i t IF THIS DOCIIMENTISLESS I II III II III 11 III Tl � I � IIII � J6 LEGIBLE I � I ISL I � ll � l � lll � l � li 1�IIIIIIIL illll � // r LEGIBLE THAN THIS NOTATION, ---I - 1 --I �- =1---�—� IT IS DUE TO THE QUALITY OF _ _ 36 -+ • THF. ORIGINAL DOCUMF'NT. - ---- -..__ ..__-_- ____ _.-. _-- -. --*-- �s INtG '1111111111 � - 111110 8 i B�T [ I�T`�L' 11BTi IGT I I 9' I f I F811111jull IIII lIIIIIIII) IIIIII IIIIIIII IIIIIIII IIIIIIII IIII II111111�►III IIIIIIIII IIIIIIII IIIIIIII IIII IIII IIII IIIIIIIII IIII 11 III, IIII IIII IIIIIIIII IIII Ill Illi IIIIIIIII Illi II IIII IIJ IIII IIII Illlllllll IIIIIYII CONC. PANEL WALL ' SEE STRUCT 11 1 112' OD GALV STL PANEL ABOVE 3� , (E) CONC WALL PIPE/TUBE RAILS SECURE t TO WALL BEYOND j v RETURN RAIL TO WAIL 1 1/ r OD GALV STL 1 V41 PIPE/TUBE RAILS SECURE 1 1 11r OD STL PIPE 20'-10 3/4" TO WALL BEYOND ---\ EQ EQ HANDRAIL B Aho S -t ' (N) GALV STL COLUMN COVER -_._ ! _-- LS (TYP) I I 3 PIECES MIN)-WELD TOGETHER - A It N t TT C T = ' GRIND SMOOTH k PAINT C--1 I AND 0 EVERY HANDRAIL a 12 -4 LL I I �;'� r- INFLECTION BOTTOM LANDING � - ------- - - - - '� NFLE ON POINT -- - O b ,� - ( ) 5 6'-4" LANDING D���i�HutA,Architect E COL do BASE HANDRAIL BRACKETS SEE STRUCTURAL DWGS 0 3 -0" OC AND 11 STAIR TREAD TYP 1'110 4'-0" MI '-1 1"TYP IItS Atlaelic Aoenue AND 0 EVERY HANDRAIL �' t N I = 1/2„., A` 5 1 �i� - _,�_ j '="A ,- EQ ED 1_0'_ I CLR _-__ _�__ __-- b O O O Alameda, CA 91501 A �' J� -- INFLECTION POINT - t 't i - _ _ _ 1 - --- . Tel 510865810 ,� ao (E) ARCH. TRUSS ABOVE _ ___ TYPICAL GROOVING -7 b DETAIL SEE 9/A1.5.1 j -STAIR TREAD (TYP) I Fac S10 lti5 1611 1 16 I 3 a i0 LANDING --, .- TOP LANDING o ' DN c ! �- - �-- SEE PLAN li 2'-0" - b - TYPICAL GROOVING � CONIC COLUMN STRIP (E) PAINT FINISH PRIOR TO Dk1AIL SEE 9/A1.5.1 �� �� a ---HANDRAIL BRACKETS ICSIlz � -- INSTALL OF (N) MTL COVER � -- = 0 3'-0" OC L TO LANDING RAMP LANDING _ E CONIC COL 4 '00 - '� t- �I F- -� 1/g' PONSAND 0 (LION)TION �) � SEE CIVIL DWG'S � _ 1STRiPiN4 1S�PDETAIL \----(E) CONC PANEL WAIL ABOVE 1 _0" « RETURN RAIL TO WALL I 1ASE ANCHORAGE PLAN ' WALL MOUNTED HAND RAIL DETAIL _ _ _ HAND RAIL DETAIL __ ENLARGED STAIR PLAN C17) l.uMnl COVER 3/4' ■ T-ol' 13 • RAMP - - f ■ T-o' 5 • fiT/►.�2 T ■ T-or 1 V4'rf-� (-� KEY PIAN .u. 'w ags•�w. rr.w, i�. — RKIiCwL Dkxl 12 'jiI/% -SECURE PLATE TO CONC SLAB (� ---- -1 1/2" OD GALV STL PIPE/TUBE RAILS SECURE 4 1 1 1/2' OD STEEL PIPE RAIL " T '� `-� TO WALL BEYOND TO TYP1 1/Z OD GALV STL GUARDRAIL PIPE/TUBE RAILS SECURE 4 TO WALL BEYOND— -+- HANDRAIL BRACKETS TO _ I.0 EQ EQ 0 3'-0` OC AND �DRAII-'i -- � HANDRAIL _ _ � � * - � AND 0 EVERY HANDRAIL Y ,NFLECTION POINT HANDRAIL BRACKETS , b b W y 0 3'-0" OC ANO - t _t AND 0 EVERY I ANDRAIL I 1,-Cr i M 'b I a ,o INFL-ECTION POINT EQ EQ _J N TO ILLj �+ ! TO LMOING ^ RAMP I ! SEE PUN ,� 5 j l - ---� � FLR El Mimi VARIES TO LANDING + 4" 0 SPHERE -0" 1'-0" �' � CANNOT PASS Y SEE CIVIL DWG's TRHOUGH LANDING RAMP RAMP STAIR LANDING 3 Lu 1'-11• j GUARD RAIL & HAND RAIL DETAIL WALL MOUNTED HAND RAIL DETAIL l� NOT U C E D10 . RAMP 3/4' • T4 r 6 • STAIR - f • 14r kN RYf' w ("Al I6 Ai:wivl RK10.011L MCAU 12 7/27/94 � a SIM S c� -CMU WALL TO SEE STRUCT GU DRAIL � NIS HEATH 12 " " 2" MINS -7,- SECURE PLATE TO LANCING r 2 MIN 4 MAX �� w / ALAMEDA.CA RETURN RAIL TO WALL °D r-1 1/2- OD STL PIPE RAIL TYP OF 00C� 1 MAX > i� i / I _ • `'' o // - - LANDING IN 4 SIM PROTOTYPE SET - - I CLR RAMP (TYP)'llf �i 1/2" OD CALV STL PIPE/TUBE N W TO P97 RAILS (TYP) HAND _ JULY 1997 , RAIL � a_- -- RAMP (TYP) FIXTURE= PLAN F-1 12-08-97 _ PAINT STRIP ��/� LANDING LANDING 6 . I COLOR YELLOW , o DuMlegs and Mnllen fneteual eppe11��Mp herele ccnstilute ongieal I CT ~ I and unpublished roil at the Architect and et-en be dupliclted, b w i .--*---HANDRAIL BRACKETS 0 3'-0" OC 4" I N used of di ac lased 11ithoal Vnllen coRaeet , fhe Architect _1 AND 0 INFLECTION POINTS " Cr (TYP) (LION) TREAD 11 w / .'� No Dale 4111111 WIDTH MIN - "___ 1/B iYP``----RETURN RAIL TO WALL • 4" 0 SPHERE CANNOT PASS 26 JAN 98__ISSUE FOR_PERMR MIS ID T TREAD WIDTH CI-R THROhd _ !'ARIES STRIPING o SERVICE STAIR WALL MOUNTED HANDRAIL DETAIL � � GUARD RAIL & HAND RAIL DETAIL - —. 15 - -� - - — _ _- Kis 11 o RAMP/STAIR T - Tom,, NOT USED • STAIR 3/4' %: T-V •aptM. RAIU UN, L.'1A11 12 �!';v5 moi/ FA ;TRI PML 74.44 16 8/7e/Ns r-- METAL. COLUMN COVER CAP 3.5 1 1/7' OD STL PIPE - - 9' 6"_� RAILS - --- --- B/O TRUSS - COI. COVER CAP41 10 GUARDRAIL - - - - -- - ---- f TF COLUMN l J SLNT #S- - TO HANDRAIL (E) CONIC COLUMN /''" • �- -1 1 OD STL PIPE RAIL�! GALV SHT I FOR ALL INTERMEDIATE RAILS ? x 1 CONT 22 GA I b I � .� I METAL ANGLE coir FIELD CUT OPENING FOR - SCREW TO COL-- � i 4 -4 -5/8" "rIILTI SUPER KWIK - --- - STRUCTURAL COLUMNcV = " Project No 17024 " BOLTS C3 BOLT W/ 4-11r MIN • 1 4 / I EMBEDMENT (TYP) _00 OcI s I, AS NOTED � 4"x3"x5/8" PLATE CONC COLUMN I - (N) MTL COLUMN COVER Drali1q Title RAILS AND LADDER DETAILS I CONIC. LANDING TO LANDING 'I-, _--_--- ----- RAIL L RAYP1STAIR DETAILS (E) CONC CURB - -- - --- I --- -- �.-_- _.-- -- --- _--- STL COL SEE STRUCT DWG'S - -- - - -- - 0'--0* F.F.E. I c\UKr\iM4\ &WfOI4r OK f _- - SET CAP IN FULL BED OF ADHESIVE N r COL COVER 41 ----- FOUNDATION do COLUMN SASE ANCHORAGE SEE STRUCTURE _ �LQMN DOVER CAP DETAIL GUARD RAIL , HAND RAIL DET 16 'SIL * s-- _ NOT USED 4 ----- - 9oo9 SW Hall Ill d,aloo �AUJMN COVER 3/4' ■ 10 3W4rraw 18 of 59 'WCARLA• ,/ LAC01 UDOG 8 W14kM OSC L 12 Y 203 I f •, ad�laM'+sto.:a;x�:..i•.m,�:t.. kuetaR71rfM1n_Ixm.,-:xM�l,�:•�.;y,p. .. .. __ r �rw •„",,lot It IF THIS DOCUMENT IS LESS 7j II( 111 111 III III III I�jI�111 111 III I I III 111 11T fJ,11F 11111 Ilrf III IL�I 1111 111 111 III III III III I I 111 111 III I II111 T11 111 1 I T1T T1f 1111 t t III 11( III Ili 111 IIt 111 I I I I LEGIBLE THAN THIS NOTATION, � � I-1_�--I I---I�l I—I I I I--� I"� � 16�i I ��I I I I ��L'� J ._�1 I I �1 y�, IT I. DUF TO THF', QUALITY OF THF. ORIGINAL DOCUMENT. – �Iill lil�lil�llll IIIIIIIII�IIII ILII Illlillll�lll�llll�llll Illl�lllsl IIII�IIIIIIIII�IIIIIIIII�II�IIII�III) IIII�IIII IIII�IIII IIIIIIIII Illl�lllllllll�illyl Illl�lllsi II III�IiGu����,�t IIIIIIIIIIIII�IIIIIIIIIIIIII Illl�llllhiil Ilil 9iilliii 9n�lnlllllllllilllln�tnllcu�lni�Iltlull CONC. WALK (SEE CIVIL FOR JOINT SPACING DRAWINGS �--a SEE SIDEWALK PLAN A1`.-2�.1 ' 6" 0 STL PIPE - FILL LINTEL — FORMED CONC CURB W/ W/ NON-SHRINK GROUT FOR EXPANSION JOINT 13 SEE STRUC SMOOTH FIN. - — ROUND TOP PAINT C-8 AT BLDG WALL SEE - 15 REVEAL JOINT j j/ SLNT-2 OVER iT FILLER 3 4` DOME TOP OF CONC. FTG —CONCRETE SLAB - TYP - 0 INTERIOR SIDE , TY' - � U WHERE OCCURS. 4» / �,i SLNT_2 W/ OVER / .—EXT. BLDG. WALL-SEE PLAN JOINT FILLER FOR WALL TYPE t -- I SLNT-2 AND BACKER ROD Dleeit Huln, Arcnitect 18 I II I - PAVEMENT SURFACE 1 1/2"x, /--JOINT FILLER 1115 Atlantic Arealle -^�_— -- 3 CONT - STOP ® _-- C r I EXPANSION JOINTS —_ __-_ / Tel 51 e 5 8, � Tel Si0 464 86^ y II i I HEIGHT A `r' I ; - 1 4 • i. L Fall S10 86: 1611• FULL Ht JAMB / '� TYP ` III REINF-SEE f J 1 STRUC V _ I V - - - - - " — �� - 1 I SEE STRUC EXPANSION MATERIAL. '� x JAMB REINFORCING SEE PLAN FOR WIDTH AND �- 18` CONC. FTG ���,"""� ti'";� � �f �• i EXTENT 0 SIDEWALK -- 3x6"x6" DOWELS 0 4'-0" 0.C. 1'-d' -1'-�' , -BASE MATERIAL � 1/2' DOWEL GREASED ON ONE END 0 2'-0" OC REVEAL o EXTERIOR DOOR FRAME CURB GROOVING DETAIL EXTERIOR BOLL LRD _ EXPANSION JOINT_ 17 - --- 1/4" . T-o• )_M1!ERETE 1yr • 14r 9 FULL SCALE 5 3/4' • T-or 1 1 yr • T- KEY PLAN ttjwwU-m C'AAI n F..•;,l•NG ;KC�If 9., v' LWAx 001oW( if'IF 16 8/2,95 CAILODW,L'SU a 911/9! N FOR ,JOINT SPACING 1`'---� --BENCH 55 � 6 SEE SIDEWALK PLAN AL ---,-- � - CMU WALL CONCRETE SLAB - TYP CMU OPEN CORE 5'-0" TO FIN FL SLNT-2 AND BACKER ROD 3/8" DIAMETER I \� SEE 15/A4.4.1 1 IEXPANSION BOLTS W/ FOR ?YP - — - 3 112" EMBEDMENT -- -- ---1 LOCATION �- `r✓. ENTRANCE 1/-211 A W 7 N f---CENTER EQUIP ON CMU (SEE -GRADE 2 BRALI_E -"-- - - - PLANS & ELEVATIONS FOR MTD HEIGHTS & LOC) RAISE EQUIP. BELOW THE COPY .� IF CMU JOINT INTERFERESATION ��{{ ' NNO0TTEE Z� 6CTOR TO VERIFY SIGNS TO MEET ALL EXISTING COMPLIANCE APPCABLE CODES- DALICA TITLE 224, UBC PLAN REQUIREMENTS (DBENCH SUPPORT DETAIL _ SECURITY LIGHT MOUNTING HANDICAP ENTRANCE SIGN NOT USED 2 CONTROL JOINT 18 r . 14r 14 1yr - T� 0 3' . T-0• 1yr • T4r BtKVT DWG DSGLt tit(RLRE("rl. JSrAI. ° .:'v. NDLPZN DW RVALE 4 CJSiAa DMK%DSJLf I' 9/i/9S ._. NOTE• • TWO COATS WHITE TRAFFIC PAINT, CENTER SYMBOL ON DBdN15 HEATH 3/8" CJ SLNT-1 WIDTH OF PARKING STALL. ' 0 TYP -_ 4�-�� 4' X 4' BLUE BACKGROUND " / —BACKER ROD (2 COATS). 4 S?L.EL WITH NON-SHRINK ALAMEDA CA 1'-5 1/8" GROUT-ROUND TOP J� �0'� 1 3/4" 6 1/2» M`�ACTOR TO VERIFY i (N) CONC SLAB OF 0% 1/2" 2 1/4" EXISTING COMPLIANCE 1/2- EXP JOINT II i --EXT WASTE RECEPTACLE �` PROTOTYPE SET I 1 I AND LINER ` . - - -- - o I O 1 6" 1` 1/2" RADIUS I I � II SEE STRUC FOR JAMB REINFORCING --- ,- —! - �`- -- t - - LINE OF PAVING 1 I JOINT FILLER WITH SLNT-2 P97 I 1 I FASTEN CONTAINER TO j 1 I I j SIDEWALK W/ 2 3/8"" 0 1 ! I EXP BOLTS-EMBED 2 - JULY L 1 7 11 I MIN INTO CONC 1 1/4 �� -N -C:) �YTURE PLAN F-1 12-08-•97 • CONC SIDEWALK BACKEIR ROD - �' I b DrI01993 Ind William natenai appearing lierein const lute orlgLnu and unpublished Worts of the Architect and aril not be 1uplicsted, SLNT-1 1 3/16 `� o — FLOOR SLAB ,� used or disclosed without written consent of the Architect - -- -- - -- iv �, • — EASE MATERIAL SEE PLAN FOR PARTITION TYPE 4 -- No Date II/eI aC . • — — --- — -- -------- 1 REFER TO CIVIL DWG'S FOR ADDITIONAL 26 JAN 98 ISSUE FOR PERMIT AND BID 12" 0 CONCRETE FOOTING ADDITIONAL INFORMATION SECTION THRU WASTE RECEPTACLE ,-/ REVEAL JOINT o EXTERIOR DOOR _ ��� HANDICAP SYMBOL _ INTERIOR BOLLARD _— INTERGRAL CURB_& WALK _ - -- -- --- 19 -- ----- ws 15 1i/r • 14r 11 rvrs 7 r . T-Q w*UTI n•,[y,Aa a e�•7/v1 '� PM- 1Gw[w.MCAS a ei./eS A14-20m Dsmf is 6 rr�,r;wkr;w�, fncAf �= 912,4t ...-.-- -- HANDICAPPED SIGN SHALL BE 70 SQ INCHES MIN PORCELAIN ON STL NOTE: BEADED TEXT OR EQUAL COORDINATE POST FOOTINGS W/ NISPLAYING TERNATIONALESYMBOL IUADINr,. DOCK RETAINING WALL _ OF ACCESSIBILITY. SEE FOOPNGS - SEE STRUCT. DWG'S - -- nc - SITE PROVIDED LOCATION. ---- LINE OF WALL -SEE PIANS 9 GROOVING TYP EXTERIOR � - CONTRACTOR CONTINUOUS STD STL CJ X3 '8" CJ —SLNT- 1 -- 2" ID STD STL 1► _ FASTENYW/ 3/4' / ''AIDIA — --- - / W/ BACKER ROD N -- i YP z; PIPE (GALV) MACHINE BOLTS -- - -- ec �Z PAIN I ED CMU WALL (D } _ - -- - a.0 4" DIA STD STL PIPE BOLLARD 12.5% � f N Q �--. FIN GRADE PER 1v l�= SPACED 0 8'-0" O.C. MAX. 00 I " SITE PLAN FILL W/ NON-SHRINK GROUT _ I-0111 48 MIN 2 - ., 17024 Project No 74' SEE STRUCT w N ROUND TOP - � E--- M DWGS FOR � t :�r� _+ T �0T1�RACTOR TO VERIFY I Srai� — t' —CONC. SLAB AS NOTED v - REINFORCING ELEV. I Z ?i. -! EXISTING COMPLIANCE -- -- - -� �.� L •• DreHUg One SIDEWALK ---- - i - " _ AND EXTERIOR_ _ FRONT EDGE SLNT-2 W/ 1 JOINT _� DETAILS �_ 18 0 POURED � __ s OF SIDEWALK SLNT— 1 CONC BASE .! I FILLER 0 EACH FTG r�>awer�soue�pn �atfl�a — - N INTERIOR W/ BACKER ROD � � BUILDING- l` -+SLNT-2 W/ JOINT FILLER _ _ CONT AT DOCK SLAB EDGE FOUNDATION Dre�lq Ne. DOUBLE FACED SIGN 0 " o PIAN —� NOSE TO NOSE PARKING - — 10"x36'x18" DEEP CONC 171 FOOTING CURB DETAIL CONTROL JOINT __ HANDICAP SIGN _ BOLLARD & STEEL GUARDRAIL 16 NOT USED 20 �- v4'•T-ar - 1 yr • T-ar 12 yr • T-or � $/4• . T-o• i- IiU 1'98-00/4 CI: urtx,.it.d•q 19 .• �,�."".� 9004)SW I-fall Blvd,NlOU CNiRl.R2aw,Mau a e;n/e� rrx ;rwi un.DSfAL 2.9 X195 .iucw,DDWI,Dsuu 6 e,a,o, 19 of 59 --_...xc,3. 9 -Y'3+at. f.,.•i.l:.:e ' ,. .. N .A• w ,..,.:,... . ....,r•.«rmm.�h .. .,.,.o.n.•.,,..,,, ..,.. Yam... n:Nl.a.n•rw.,.....-.mLt-.... ..,.wwr+wY•,rw»►«VgPa."■we. .wM..". . 11' THI`' DOCUMENT IS LFSS lir 111 IlI I_ll Ill II1 I I III 111 I I I I III tit til fit lir Il.r ill Ik 1 41__! >>_�� II � �1 � 1- � • � I.RGIB',R THAN THIS NOTATION, L IT IF DUF TO TIIF QUALITY OF �l —` ��/ N.se TNF ORIGINAL DOCUMENT, - IIIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII�IIIIIIIII IIIIIIIII IIII�II I III IIII IIII�IIII IIII�IIIIIIill�llll IIIIIIIII IIIIIIIII IIII�IIIeI IIII�IIII IIII�IIIIIIIII�IIIIIIIII�ncilll�tlll Iln�llll IIII Illllleill1llll IIIIIIIII LII II�91llllllltnlllllllnl lciltlnn ciillul tllllull ti 'e PRESENSE SENSORS — SEE ELEVATION ' FOR GLASS TYPE 0 AUTOMATIC DOORS IIIILr CONTROL UNIT ■ . 1-4 �SIM t 1 SIM 10 12 nP 10 SIM 10 �11 BY�STOREDFRONT BRAKE SUPPUER METAL CLOSURE � �- -- --`� ---------1�1/S TYP SST CART - - - - - - UNE OF CEILING ' CONCEALED ATTACHMENT �� N N BY INSTALLER `v I RADIUS "(TYP)DE R1 H i T E C T S _ 1/0 FRAME � - ---.____-__ _ • '� GL-1 ��GL-1 GL-1 GL---1 r GL 1 EL 9'-6 1 2"OIL - A _--_ -- --_-_ . L_ *' TYPE 1 �_ » o���ie Mull,Aeel1!:rt -- ---.. -_ - - - --- - - 6 4 HIGH RUBBER IIIS Atlantic Avenue _ _ _ ( -1 �-- _-- --1 - - ROLLERS III SGL-2 (TYP) Alaneda• CA 945e \` CART DOOR SHIM W/ SEALANT AND BACKER Tel 510 865 8663 ROD, TYP BOTH SIDES 3�_6• ` -ORIEL THRU C�1NCRETE - - '� AUTOMATIC EXIT DOORS t s 510111155 I t r ,� __ __-- - � SLAB AND EMBED RAIL -- I - BASE W/ NON-SHRINK OPP 6SLOPE- 6" HIGH SST PUSH BAR - - GROUT AFTER DOOR 1/4 /FT MIN 1 FIN FLR INSTALLATION (TYP) � I ., i . - _ _� •� .' � � --- 4 1/ 4 112" X 4 1/2" 4 1/2" 4 1/2"I EL = 0'-0" - 'a •�. 2„ » 1'-9I r77[ F9 S -2 -- -- 6'-0* -�- -- 6 -0 6 -2 1.20 31'-3 1/2 (VIF 8 TYP 7 TYP x- 1/2" EXPANSION M4'FRIAL �'� TYPE 2 N WALKWAY SLAB ilt SLAB W/ SEALANT SEE �TRUCT DWGS VIF- --�W-- — 3'-6" STOREFRONT ELEVATION EXTERIOR _ ALUMINUM SIDELIGHT SILL --- t _-- _ ___- I - SOUD PANEL v4■—T-V 9 3' - T4r NOT USED KEY PLAN O(M-(UTI Cwt IKCAIL ♦n : 91 4u"n.uwo n'.,ut v ; I (E FIELD APPUED CERAMIC TILE 'cT ) v MOUNT �ENTERUNE OF RAILS 4 FROM FACE OF MUWONS U.O.N. I TYPE 3 FINGER GUARD �- —1 1 2 ' DIA STAINLESS STEEL 1 i f (E) CONC. PANEL - - / 4 1 2■ WALL POST - DRILL THRU SLAB AND x I I _ i EMBED IN NON-SHRINK GROUT 1 ° 44" HIGH RUBBER ROLLERS (OMIT I , GELASS EEE A IONS FOR i � � �-'� ' �`� ^ N 0 RAIL TYPE 4A) I 1/44 , t _ STL L REINF 20" LONG I ' j n TYPE 4 tYPE 4A 0 DOOR HEAD BY DOOR1 / a a 4 00 MANUFACTURER 1 �n ! 4 3'-6" PANEL STL L 20" LONG REINF 0 DOOR FRAME BY DOOR I �? ROLLERS (TYP) 1 MANUFACTURER 1 13/4 1 1 4 N 4 HIGH RUBBER J <15, » 2• - STOREFRONT JAMB - ' ' �• (r) CONIC. CURB TO BE REMOVED TYPE 5 Eq ' AS SHOWN TO PROVIDE FOR NEW STOREFRONT WOOD SHIM WITH 2'-6" SEALANT AND BACKER _4 BOTH SIDES ", Uj DOOR HEAD ® TRANSOM c ALUMINUM JAMB ® ENTRY NOT USED 10 -- 1 yr • 14r T • T� N soup PANEL 6 \L DUP-;7RyDM,t;p52AE 'x:9/9` A* ',W iriK ,`;(Alf. 4 TYPE 6 DOOR EDGE PROTECTOR EQ. 1 2" EQ. 10" LONG 2'-6' _ WOOD SHIM W/SWT--5 do �" �' - • - SOLID PANEL BACKER ROD BOTH SIDES PROTar PE SET �' N, • AUTO OPERATOR HOUSING - P97 l TYPE 7 JULY 1997 - - �TYP�- SEE ELEV FOR 2� GLASS TYPE SINGLE AL PROFILE) UM DOOR (BEVEL EDGE --"- FIXTURE PLAN F-1 12-08-97 ufawi0 s and r1 sten 1"1101111 a earin 46(010 coast lull 01111641 6 PP 9 L snd unpublished rut of the Architect end toy sot be deglicated, PAIR OF DOORS (RkDIUS EDGE I I SOLID PANEL used or disclosed enthool wrlllen coseent of the ArcAiteel PROFILE) 6" I I I k - WEATHER STRIP No• oats Ieue TYPE 8 26 JAN 98 -ISSUE FOR PENT AND 81D AUTOMATIC DOOR HEAD DOOR EDGE MOLDING CART RAIL ELEVATIONS - -- -- - -- ��-� NOT USED 11 1 yr • T-T D7 e■ • 14r 3 w w --------- fra (wl+DO19-:DSCAIE 6 7/29/95 DOR-AERYOWs DSCAEE 2 7/29/95 W--N"DOIC DSrAf 21 7/29/95 - __----- - ---- --.---.__...._ GYP BD CEILING 6" STUD do TRACK -DOOR ----- - — ---- z =' WD BLKC w STAINLESS STEEL 52 - - - PUSH BARS V1 -ALUMINUM DOOR Ike G EL_9,_1 1/8" ALUMINUM FRAME _ _ _ l` co _ Ptoiut w,,, 17024 EXTERIOR - GYP BD CEIUNG VESTIBULE ' 2 ,--6" ALUMINUM THRESHOLD --•- =---- - -` - - SET IN SLNT-2 4 1/2 ' FRAME (TYP) Scale AS NGTED SLNT--1 W/ BACKER 1111' u' ROD BOTH SIDES -ALUM HEAD RECEPTOR 3-3/4' 3�_ RAIL TYPE 1 PROVIDE ' ii'1 -- D SOLID PANEL LIKE RAIL TYPE 3 -- - - N 0 E DOORS) r MT-1 63 orating I11te STOREFRONT ALUM STOREFRONT HEAD M AT LOC TIONSWIAWANGINEDNOORS DETAILS INTEGRAL WEATHER STRIPPING---- ELE�VI GLAZING-SEE N' \ , NOTE: WHERE NOT I FOR RAILEE� - " •� PROVIDED PAQK HEAD TYPES CN RECEPTOR W INSUL-6 �--' TYPi AL STC3REFRONT HEAD SILL o ENTRY DOOR CART RAIL PLAN C _ _ _. NOT USED 12 IT • T-Or S 1 yr • T-C 4 11111'98-0074 j R E C E PTO R yr • t� ..�r..r 9009 SW Hall Blvd.0100 7orrcw�l OM+,uscA1E %,29/9. ����. �. ..�•► •.!i FrRrJN(, rr,SAIF a e!2/4°. rTMlGan.ow DSfiYf 2!7/29/16 -. i.,Y?xl:."±.. •• "j t ''� ,.w' 20 ul'59 _....: :.::•. :� rt ,; :: z�oc'« as n uva.,anew c sr-•:.:ceu�: � IF' THIS DOCUMFNT IF LE;` T 1 (11 II II II II I I II II II I I II 1 1 11 iT ff Iil I fill 1flf ill II - 111 ;ll IIII 111 111III I LLTHAN THISNOTATION, J ref, 1// IT IS DUF TO THF QUALITY OF `---`-"--- —� — J �VI<[� V rw.>e a THE ORIGINAL DOCUMF�NT. I � 11 rc ��oo ��e , rr ��(II II�IIII�IIIII111111IIIIIIII�IIII III111I,iIIIIIIII1IIIiIIII�I11II1TIIIIIIldilnlluTliHIInIIIItI11II1111111111uI Illllllll�n�nllliln�nil 9n�uf nlilffllui Lu�un Tu%ulll , n.,,....F�" -'a ._ i A; 1. ... h.„�„F.:.� •.�18'6�€��''s: .•.,,I��(��..»._:,,..11f4�,r'#4a{•,,s��±Ga: sxs3 ras.s.,, .,twya,_ .r.vr.t_ . e .,... r, .. ....,_. .. . _ rw NEW SALES ADDITION NEW STOCK ADDITION 2.8 2 0.9 0.8 ( 7) 0.6 0.1 0 ARCHITECTS F-- 3 - - 50'-8" I A1,5.1 TY U- 3 D111Ai{Heoth,Alcnitoct 4.1 I 25'-5" 20'-11' 1'-6"- 22 -4" 15'-8" 34'-0 1/2" 11 1 r 11.5 Allanl c Arenua s - -- ------- ,F-_ -._T - - ---- -- - Camel CA 91501 18 04.1 4" 35'-4" gal i10 t)6S eti83A25MATCHUNE ° O O O , I I RA SEE - - ----- ----- - --------- - ------- (N) ---- L 1 SHEET .2.2 J 00, I I � 16 t I A2�.1 W1 - I --- - ------ -- - - -- - - - - - E i I b ® KEY PLAN � i m 00 - - - - - - ' I I I Ir (N) COL-SEE (N) CMU WALL- J.8 STRUCT DWG'S, TYP , SEE STRUCT DWG'S I I bs i01 100 bZA000 4 A2`4 1 19 - ( (N) STRUCT STL 4• I STOCK I _ I DDWG'SSEE STRUCT .4.1 I N ADDITION 'A' - I I F1 487 - --- - - • _ -- - - - - - - - - - J I -t-- -T b In 00� -- -- �- -- - - - - �L:(N) 1 COL SEE STRUC I I COMPACTOR-CONTAINER 16 I ! �RAWINGSYP01 I 02. l i b !a A . . b i ---r- --'T �:. I" - (N) 1-HR RATED PAR'R10N �' H,2 14'-0" 6'-8" 1 x M x w UJ Wm Ci ,� Fow H.1 • '.r I " 6 MIN RATED DOOR WITH I III III ' A .I 02 5 CLOSER/HOLDER BUILT-!N OH - - - -- - - -- I------ �� I - - - - - - - H0 �'�� `a ,; DEVICE --I-=J I � STOCK _ �-� - � a ADDITION 'C' i _� z - - - - --- - -- - - - -- C , I �_.� 1 - . P5F I I 149 i 4 i i // 1r . I b I i r I 00, 1 I J / I b = �r �'�'�•. I 1 � I P2X I COMPACTOR 1 I`' Gil PROTOTYPE SET FOOD SERVICE I I STOCK 4 I I BA30R SEE STRUCT DWG's SEE A4.2.7 , --- ADDITION A �? (N) 1-HR RATED PARTMON I P97 147 ;;; ;E) OPENING TO BE 9'-7" '=E" I `�-- ---- ---- -- -�- --- -- ----•� JULY 1997 00 WALLED-IN" W/ Ir I G.1 \ MTL STUD 0 16" OC ( I - 131 - 131.- 31. 1 - b -FOW PSF I --- M FTL I - FIXTURE PLAN F-1 12-08--97 -b' 132 r -�- I 1 I I IJ , 1 I Drar nge and written Telenet appeenng neve n cones luta or g rai W3 ;nF-132-]_ - - - - - - L L - 1 - - G and unpu4ruhed rorN of the A10:tec'and eev lot be drpl uled used or disclosed nthcat written coolant of the Architect ' I 14e 1 i-- --- - --RECEIVING - ---- - ---- - • I Ne. Date lisle 02. 1 131 I _. I 26 JAN 98 ISSUE FOR PERMIT AND BID iso I � 1 ; -- -----._. t� \,1/. ___--- I 31 1 07 AUG 98 BULI ETIN`4 - - -- - - - -- I � ' IF 100 MIN RATED DOOR WITH- - - - - -- - i l 31. 31. 31. 31. I `` ;0 CLOSER/HOLDER BUILT-IN �-- ---- --- ---- ---- ---- ---- ---- -- -- _ -__ - --- DEVICE- -- b I ra, I I t o f -- ------- -- -- --- 3 1a7 I STOCK r. .I ADDITION 'B' W3 ° N 148 d (N) RAMP SEE - I SHEET A�'.2.2 -----_"- ------- -_ -- 34' 0"j 3' - - .- _-_ M(� ----- - CL - -- --- - ----+ - _ -- _ _ - -. -- - - - - _ _ __ _- _ _ ____- _ - - _ _. - - - --_ - - - - - - _ - AJ F o I I ] z 71 _ cv , �-- j . I r o 36'-11" 35'-0 11t 11 1/2-_-_ MATCH LINE _- 1 0.10 0.7 (�o.1 0 _�- Protect No _ 1702_4__ 4.1 scale _ 1/8' = I'- 0" onrtng Irne STOCK ADDITION FLOOR PLAN 1. 1-HR RATED PARTmONS TO HAVE ADDITION FLOOR PLAN 1. FLOOR PLAN GENERAL NOTES SEE 2 STOCK ADDITION FLOOR PLAN ONE LAYER OF GYP BD ON BOTH 'STOCK_- --_- !- DRAWING NO. A4.2.1 SIDES OF STUD (TYP). TO COMPLY V$' w T-0' �� T-0' W/ SECTION 701.3 AND ITEM 16-1.3 _ / x V 2. SYMBOLS SEE )RAWING N0. A0.0.2 '^ TABLE 78 UBC 94. LOCATION AS orarreg No ' NOTED ON PLANS. 3. SEE SHEET A4.1.1 FOR DEMOLI1ION ° 0 EXISTING EXTERIOR WALL 4. SEE SHEET A1.3.1 FOR EXTERIOR A282ol a ELEVATIONS IiUI'9ti-Uir/4 9009 SW I IaII 111vd.11100 , • ' .^ Y • 21 of 59 IF THIS DOCUMENT 1� t.F�" lopT �llIIIIIII ijlllll IIIA I Ijlll�ll 1111 I IIIIIII 1�T11�T 111IIIfllllll i III11�1'lllllll IIIIIIIIIIIII�I IIIIIIIIIIIII I IIIIT�I�l�lllll 1�'lll�ll111�1 IIIIIIIIIIi�� Illllllllll��r i LFG I ll THAN THIS NOTATION, I 1 =1--- I II 41- II Aj�_� I�I -I --b I _ IT 15 DUI' TO THF QUALITY OF -- _._.. .-- --...--- ---- --- - "o.36 a THE ORIGINAL DOCUMENT, - -- - - rr� ---- p� B�- �6 -TjL -0T 8 i B T I L T I T 19lT �T 161T IGT I TI[ I�0 T�IL I VIII (III (III (III (III (III LII (III (III IIIIIIIII llll�llll (III (III IIIIIIIIIIIII IIIIIIIIIIIII (III (III IIIIIIIII (III Illi (III IIIIIIIII(IIIIIIIIIIIII IIIIIIIIIIIII (III (III (III (III (III (III (III (III (IIIIIIIIIIIII (III (III (III lit (III (III (III(III (III (III (III IIIIIWII • 0.8 6 . Q7 Q6 .5 0.1 0 A2 r , 14'-8" 35'-0" - �,� (E) RELOCATED -- - -- - - - - - -- -- - --- -- -- - --- - - - - COMPACTOR CONTAINER - —- r 1:W4 I R A C #,I' t . 14 7'-8" 1 4'-0 4'+0 O E RELOCATED - _ _------1--- - M� - ---r- -- o I I I COMPACTOR, CONTAINER I I Orsmis Nr11k,AroAitict AND CONTROLS 16 L _ — —1 CONTINUE BOL1115 Atlsolic ArsoulLARDS 11 +ta�esda, CA 915 1i r III AND GUARDRAIL TO 2'-0" i ;ID 865 8563 45 II x` III BEYONG DUMPSTER lei f11SID 865411 @H2 T-;T -' 11 1 Afi_,� \ I I T, r I I LOCATE CHAIN FOR COMPACTOR I I I I DOOR AT THIS JAMB H.1 1 I II I I II cc, H II - - - - - - a �' - - ----- - - - - - - - -- - - ---- - - - - - - - -- _ H ig II 00' 4" DIA. MET. CONDUIT BY GEN. CONTRACTOR �� 0 TO COMPACTOR PIT,-ROUTE BELOW FLOOR,-- - - - - - -- - - -� BENDS SHALL BE SMOOTH, CONTINUOUS h _j 3A111 law OF 12" RAD. MIN.,-PACK ENDS WITH INSUL-6 AFTER HYDRAULIC HOSES ARE INSTALLED, do (D KEY PLAN • cn I -- `1 _=1=__ SEAL EXPOSED END. PROVIDE SLEEVE 0 PIT w z I I I I I ! WALL. COORDINATE WITH OWNER SUPPLIED la 0 + I ! EQUIPMENT. Jp N l i I I I i i ---�o—7► cn 3 L� J1--'r 0 Al q I - - - - a - tk RELQ�4TE 1/2 60_8• ER 17 ISOLATION z V' SLAB a n p [:W:4:> N 2 COMPACTOR / i4 � BALER ° UJ N 130 35'-Li" ---� - _- - - _. . - - - --- -- - - _ - ,. UNIT HEATER AB `" 8• 8'-8" 3'-0" 8'--8" -O" 8'-8" 1' 4 6 -0 �.,. I MO MOMO BATTERY STORAG DOOR SEALS TYP I CONTAINER I ( 1 A ° OVERHEAD DOOR 4 _ 6 0G1 -- - - --- - - - - — - -- - - ----__ - - _ - _ -- - - - �- --_ = G2 i 1 - DOCK LEVELER TYP I I ' + I1 I Cz1 I BOLLARDP5. 131 1 f T`_-4 _. -rn I I �� 131. I I I I —J I 1 0 1 I L I 00 --- -- -- _ SEE DETL 14,15 A2.5.2 12 I RECEIVING FOR LOCATION OORDINATE I (5 a 1 -9 0.0. W/TARGET CSR TYP ■ 131 KING, Ply RACK INSTALL 00 A2.5. 31. i o p;�HEATH n I rr P 18 ! - AI .4_-0 AEF TQ TOP_ - _ • .f I -� L_____ 47'-3" � - - - -- - -- - a0 � 0 � AI/MAEOA.U 7'-0" I 5--1 0" 4'-6" 4'-2" 6'-O" 4'-0" 7'-p" _a OF 0� I I - f �. 31. 0 0 - - - - - - - - --- --- _I PROTOTYPE SET - - --- - -- - - - ----- -- - _ --- _ _ _ F.10 CUE PALLET 131. 31. 31. 131. IN - - P97 RACK ABOVE 22 3 I; ZSST CORNER JULY 1997 I GUARDS TYP I W3 i o FIXTURE PLAN F--1 12-08-97 --'- Dctwings and written netene.eppelr 10 ee!e,e cowllilute 1r10+411 and unpuhl shed reit cl 10 Architect tad new mol De dopliclt/d, e used of di1e1011d nlhoal rflllem eomleel of the Arehlteel I c 0) I o 0j No Dots 14111 1 v JT O C K - I p LO 26 M98 _ISSUE FOR_PMR ANLM ADDITION I 'i' - —- ------ --_� , F - z - -- — --_ l � I 11 ` 13 4 Al 4 1 Al�1 I Al A ° -- GENERAL NOTES: Il • -_- _ __� 1. FOR DOOR, ROOM, FINISH do OWNER _ - SUPPLIED MATERIALS & EQUIPMENT I Prolecl Nn 17024 ---` SCHEDULES SEE SHTS AO.0.5 do AO.0.6 - ----- ---- _ 2. FOR PARTITION TYPES SEE SHEET A0.0.8 �-Q"- 3. PLYWOOD BLOCKING IS INCLUDED 44 PAR i IT10N TYPES 0 4, ENLL++IRGED__�ONG__-__ ADIDOCK 4. MACONRY OPENING (MO) ARE NOMINAL -- ----- - ------ - —-- DIMENSIONS 0 O FLOOR PLAN, ENLARGED 5. REFER TO SHT A2.5.1 FOR LOADING DOCK TOILET FLOOR PLAN AND RCP DETAILS 11'-2" Al Al 5.1 BOLLARD M + erIrlNlh: ' I LOADING DOCK FLOOR PLAN _ R 1 V4• • r-op e IJ IilJlj9M-()()/4 9009 SW Hall Blvd,#100 . N 22 of 59 ' I V ' -.... _. >"+Ai�'emw.. .... :,.-.,__.:-rrannnrxe,a;e.�+�y;IctaN..a.,�'-..:�.,,#rA[�r.• IF THIS D0Ci1M,11T IF LEF ��flff.Iilllll IIIIIII f�111 I IIIIIII III�I 1111If11 11i1f�T III�IIT (1111 ( Ilfflll (111111 IIIIIII IIIA 11111111 IIIIIII flllT1f l�lil'1 11f11J1 1if'I 1 111111( III III IIIIIII III I ( / II_ II �j I I �1 I --_1__-_ I LRGIBI.F. .I{Afl 'TIiTC NOTATION, --�1 _ �_._�--I—�1_,. I �__I,!�L__ yl _ I --_��--_�1___ I -- ✓1 " _ 30X � 1 IT IF DUE TO TILE. QUALITY OF ]/y7 THF ORIGINAL DOCUMENT, �L ITL OL 8T B[ LI 91 9'I �6T BI �LT IT oi �8 + L 9 �99 1f L Trun� IIIIIIIIII�III!IIIII�IIIIIIIII�IIIIIIIIIIIIII IIIIIIIII Illllllllllllllllllllllllllllllllllllll�llllllllllll�llliil�llll Illilllll IIIIIIIII IIII�IIII�IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII III IIIIIII 111111111 IIII�IIII Illllllllllllllflll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIfJII. 11 " 0A 0 ( 3 ; ( 2 ) i 1 ) 0A 0.7 H 0.1 0 I 23'-10 50'-8" - l - ---- - — -11 23'- ,+tip MATCH LIN (E) 20'--0 1/2' ELEVATION ROOF DRAIN LP ---T I I (E) BUILDING (N BUILDING EL=20'--O 1/2"AFF I I F00F " P -� RAIN LL VIF -0EL=18'-10 3/8" F . OVERFLOW +2' ALIGN ' k EL=20'-2 1/2"AFF OVERFLOW +2" a EL=19'-0 3/8`A OL Z 01 f �, O�uie tiulM,ArcAitecl C — 4 TMP 1115 A1110)c Areese EJ Ataneda,t,A 91501 VLF' Tel SIO 865 61163 I CRICKET SLOPE W RIGID I I 2"_8" 10'-4" `'' / Far 510 a65 t6t1 E I Or RIDGE HP ` K FOAM INSUL 1/4` PER -- FT MIN T) o EL=20 -4 1/2-AFF - — - — - - - - -- I t , - --- --- --- - - — __� - - - - - - - --- K \ o = a rn 2'-8. a c I I CRICKET SLOPE W/ f ti10 ji FOAM INSUL 1/4' P z FT MIN TYP I I --- - - - - - .� �.------- - -------- - -r- - ---� - ---- -- - _ _ - -- - ---___ - -----_- - --- ----- - -- - - CJ. KEY PIAW TYP I , A2.5. r r L SCW-;PER -TYP LINE OF PROPOSAL, I A_ - � 10'-4" 4 ADDITION -- -iN i - - l 3 4- 4 J A2� - x' EL=20'-1 1 4"AFF 04 W +2" — �- 2'-8„ j " EL=19'-1"AFF N MEui CHANICAL - � - (N) SLOPE 14 PERT. TYP W I (M) n- NIT SEE MECH a ROOF DRAIN LI.P N IDWG'S EL=18'-11"AFF z I I o Lo �E EL=20 -2 AFF (N) ME HANICAL Ln MEMBRANE ROOFING f � t .- �'� I/ UNIT S E MECH BY TARGET TYP I H2 -------- ----- 43 H.2 DWG'S j o HP " ALIGN J L=20'-4 1/2 AFF '/ • -- I i+ C --4 L RIDGEHP EL-20 -4 1/2 AFF = w CL . I I I o (E) SCUPPER all W o (E) ROOF TO REMAIN-NEW o I cc ; MEMBRANE ROOF TO BE I N C141 APPLIED OVER EXISTING S LIGHTS i BY TARGET PARAPETI • (` I rL=21'-6" TO MATCH (E) � � CRICKET SLOPE W/ RIGID PARAPET" FOAM INSUL 1/4' PER (E) SCUPPER EL=21 -6 TO MATCH (E) E EL=20'-3"AFF (N) SLOPE FT MIN TYP •-� (E) ROOF DRAIN ,- " @G:2)�-- I I - -- - - - - — - - e^4 3 0 0 -A r (� 0 N SLOPE - oo., OVERFLOW +2" in i 2 _g 1/4' PERERFT Y�'1 / EL=;19'-1"AFF PROTOTYPE SET EL=20'-0"AFF N -- - (N) SKYLIGHT TYP I I ROOF DRAIN LLP 41 ui o P��' E EL=25'-0"AFF 1 EL=18'-11"AFF (E) PARAPET J _ �' JULY 1997 f F.10 l - RIDGE HP EL=20'-4 1/2"AFF II I FIXTURE PLAN F-1 12-08-97 Q 15 STOCK �\ Orleinge old nitlee eeleriel eppeenep pereu coeetilule oripieel I I N � ADDITION , sed uspuhlu►ed weik el the Architect and may lot be deplicaled, _ I used or disclosed nlheel rr111ee coesenl al the A1011#0 r70 �t (N) SLOPE 147 I 1 I 1/4"/FT-TYP i (N) MECHANICAL \ SCUPPER-TYP No Dote tease o 41 1 UNIT SEE MECH (4 DWG S _26 JAN 98 ISSUE FOR PERMIT_ 2 SKYLIGHT TYP A2.5. � � 3'-0" F 10'-4" I - — - --- ._. __------- - —--------_,�__(E�RIDGE EL=20'-4_112" o I — — I i (N) RDS - - — • (E) BUILDING (N BUIL►'ING c' I C.4I --� _-_-_-`- VLF U.1I ` iv - �'�/ � MATCH LINE — OVERFLOW +2" - --- ------ - (E) BU_ILDING N BUILDING - ----- ------- VIF — EL=19'-1"As•F - --- -- -- ---- ROOF DRAIN LLP ----- -- -------~- STOCK ADDITION ROOF PLAN EL=18'-11`AFF -- --�_------___~ VIr 14r _-- — —_-- -- __ ROOF NOTES --_- -- 1. ALL ROOF DETAILS ARE BASED ON 1>.?GET 6. ROOFING SYSTEM SHALL BE CLASS A TO COMPLY WITH SPECIFICATIONS. IF OTHER ROOF TYPE ;S I ICED PROVIDE UBC AND BOCA REQUIREMENTS - TABLE NO. 15-A AND Proiecr No 17(?4 NOTA. 4" CANT STRIPS (TYP) AT ALL PERIMETER AND VERTICAL. SECTION 1504. ALSO REFER TO SPECIFICATION SECTION SYMBOLS SEE DRAWING N" AO.0.2 CONDITIONS. 07500 " MEMBRANE ROOFING SYSTEM" FOR DETAILED - -- -- --- —- - — &cels ' ROJFING INFORMATION AS IT PERTAINS TO APPLICABLE T2.. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS -- ---- -"--�----- — k EQUIPMENT W/ STRUC., MECH. & ELEC. UBC AND BOCAL CODE REQUIREMENTS. ROOFING STRUCTURE IS DESIGNED FOR MECHANICALLY FASTENED STOCK__ADOITON 3. REFER TO STRUCTURAL. DWGS. FOR LOCATIONS OF FRAMED MEMBRANES, NO SYSTEMS WITH LOADS EXCEEDING 3.0 PSF. ARE PERMMD. MEMBRANE SYSTEM TYPE ROOF PLAN - - ---- -- -- —-- OPENINGS FOR RTU'S, ROOF DRAIN SUMP PANS, AND IS TO BE A POL'7ESTER REINFORCED THERMOPLASTIC OTHER FRAMED OPENINGS. (PVC) MINIMUM THICKNESS OF 40 MILLIMETERS. ALL 4. REFER TO STRUCTURAL DWGS. FOR ROOF FRAMING EXPOSED FACES OF HEAT SHEETING SEAMING SYSTEM, ELEVATIONS AND DETAILS. ALL LAP JOINTS AND FLASHING JOINTS TO BE WHITE IN e,etra�Ne. COLOR. CONTRACTOR TO COORDINATE WITH TARGET CSR S 5. NEW BUILDING ADDITION ROOF PARAPET IS TO ALIGN WITH FOR ACCEPTABLE MEMBRANE ROOFING MANUFACTURER. r EXISTING ROOF PARAPET. IF EXISTING TOP OF PARAPET HEIGHT DIFFERS FROM WHAT IS INDICATED ON PLANS, 7. EXISTING ROOF TO RECEIVE NEW MEWRANE ROOFING GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT OF FIELD OVER EXISTING. DAMAGED AREAS TO BE REPAIRED PRIOR TO A2*203: IiU l'9li-U1174 VERIFIED HEIGHT, FOR THE APPROPRIATE ADJUSTMENTS. INSTALLATION OF NEW MEMBRANE ROOFING AT EXISTING. 9009 SW Hall Blvd,#100 r..r • 23 of 59 i - rrAf-,A".N4A'......+xVn.wn.�n,... ....o .kr,.•.`^Fe. .:....,qq,..,.._; .-.w*..•.-yqp ,u:YYNhIMfY.d' IF THIS DOCUMENT TF LESS T 11f1111 III 111 111 11+ 1 I Ili 111 III I I III II! 1�1 r1T 1111111 111 I 1111 111 11�',il III Ill Ili I I ill 111 111 Ili IlltTlr 111 1 r Tlr tJ11i11 1 1 III III Ili III III III III I I LEGIBLE 'THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF — ",36 8 is__-- pua4s"r /V1 0 /m I J�� � 11 VIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIGIIIIIIIIrlllll�llllll IIIIII!II�IIII�IIII IIII�11 IIIIIIIII191�iul�llli Iln�llsru'�nG ull�uli inl�nll iln�llll ell�lul IIIIIIn1 Lu�nlu911�n1119n�nn tn�nu sn�un Ln�nn tni30X THE ORIGINAL DOCUMENT. luu A7 ll AR NITEF 11. SEE 10 do 11/A4.4.1 Deeeis Haiti,A1c111ee1 FOR SIGNAGE 6.9 6.6 1113 Alleellc Areeda I _ FLOOR COVERING 1 eeI�S Oes 15 8163 1 4'-0" CLR MIN SEE 4/A2.2.4 PHARMACY . fay 510 d6S 1611 �_;_ _ _.-_ _ :_ _ ._ — 18 ) 7.9 126 7.6 4 7 J 6.9 6.6 B - - _ : I I � 11 127 'aDlc� LINE OF N ! 6 .3. 121 I iv BULKHEADVE 14 ! � A2.5. I - PHARMACY M " » 5. .-� " » " , ., " P1 TOILET 65. 3'-1 O 24 -6 1 13 -11 _ 01 6 -3 7 -10 1/? 4 , 0 8_ COUNTER 33 I I I P S SEE PLUMB 10» L r`7 I I l2 i(;OfL1NG GRiLI' P2 C-4 f Dov DWGS / I -_--- - - - - ----=_-.__---_- - - � - - —��---_- -_- - - - �_ - ------ V l 1 » CL _--� MIN 126 �� ���..��..��� o ey 8 CMU • 4111N _- _ COILING GRILL 1 T I 1 - z � m5 - FLUSH CGNTROLI 1 'os ao I -- _" I - - -- -•�-- - -� - ------=--- I NO INT. FINISH ! I ON WIDE SIDE N r`-" r i N 1 KEY PLAN ' OF STALL 1 I 1 1 _ " fie■• e: T e. r .r ! \4 -0 LR MIN i "'�1, `� — i - _— _ _ _ - - --- 1 -- .—_ _ 3 �8 Mltd� _- _ " RWL FROM ROOF �. T _ _ _ _____-- ____ - - - - - - ------------�� �� - --- - --- - h �"""6"�' -- ' - DRAIN ABOVE i l l _I 1 1 T0638 `FF » - -o _ / - - '� I17 � -0 M! _ o -0 MIIy 2_-11 go-510 i 7IF , -2, o' i a - jCLLRTYY� -1 - CLR Tvl� ~P6 1 26. i�i� PHARMACY 3 I ! 1- � f- � -� � � TOILET (N) COLUMN. * SEE STRUCTURAL I I I I I I I I I ! I 1 26. 127 P21 I I I I I I I I I I o ' P2 I c 1 P2 1 15 ----_.- - -_ -_L_ (N) CONC. CURB DWG S— --- — I I I I I I I ! I i ;n -� - - - _ + _TO 34» AFF IC OILJN - W4 --- I- — 3'-6' I _. __ 1 ! _ _ J ! __ J L _ __ - J l I 1 ► P1 1 - O ui Ir ------ [��T ii It / 7'-10 1/2" 1'-4" (N) ELEC SUBPANEL 5'-6 1 GATE BLOCKING 2" (N) SINK 3'_0» /� ----�-- -- -- - I ; SEE ELEC DW G'S TY P ---- WALL TYPE W3 W/ SEE DET 4/A2.5.5 W 16 MTL STUD AT THIS 3 44 -8 AREA ONLY 3'-4» I 120-0" �l4IE; - --- __ — - _ --- - ---- I MO - FOR TOILET ACCESSORY TYPES \ SEE SHEET A4.3.2 NXL. ENLARGED TOILET PLAN FLOOR PLAN GENERAL NOTES 3 _ AND LEGEND SEE SHEET A4.2.1 V2' ■ T-T N . 0PHARMACY FLOOR PLAN VV4• • r4r N 8 744 ;SN15 NEAGH 0-ow w 14 N) GI;P �D BULKHEAD 13 14 , 16 N) ACOUST TILE 5 EL= 9 -0 AFF A4.!). - A�4A4.4, (TO BE SUPPLIED BY CONTRACTOR N) LIGHT FAXTURE PROTOTYPE ET EL = 9'-0'AFF SEE ELEC DWG 4- P97 _. JULY 1997 12 16 --- A4.4• 4.4. �' A2.5 _ O O O ! RMA PLAN F-1 12-08-97 B1 -»..- .. .. . _. _..-- -- ------ _ _ -_. .. - -,- �_. _ _ _ _ _— Cro■inoc and.rrlIon nrrtorlel rrppI kown conillluto anginal Tl 1 and upfivI od work of Iho Archrlecl and roar ool Do depheeled, ` y V-4 used or dracloaod ntnool nrlter conaont of Ido AreAiloet _ ) _.i _. ._t �•5 _I - PHARMACY — I — — - -- --- - Ne. Dale Isles TOILET __-- - ---- --- ---- - -- 127 __26 AN 98_ ISSUE FOR PERMIT AND BID PHARMACY - : I k � �I _ EQ- q N - - - (N) LIGHT EQ EO — HVAC GRILLE, TYP. FIXTURES, IYP. SEE MECH DWGS I SEE ELECT. DWGS 0 BEOUST SUPPLILE D , .J* 4 4. PHARMACY A4.4. A4.4. A4.4. BY CONTRACTOR SALES EL = 10'-0" AFF ----- (N) GYP BD CLG 1 281 EL = 8'-Om AFF ___-- ---__ --- 2 PHARI,AACY ROe— RCP PLAN GENERAL NOTrS - l+►olut No. 17024 _— AND LEGEND SEE SHEET A4.2.3 Ae/1e AS NOTED -- OmleI Tule PHARMACY FLOOR PLAN. RCP —_ --- AND ENLARGED TOILET PLAN r f { f HUP98-0071 9009 SW Hall HIvd./t 100 • • 1 24 o1'51 __ _. -...t:.�.:.F;.._. _.r rPFit9 Aetyr:^•.' r.,... _. ..:c_-.:.lir@�tNnxez.:^:- ..'. -. ..,:.._c.._ ._ .alv::__.:_..;a_:cntrmt.• . IF THIS DOCUMCNT IS LESP II!r!II�l LI!I l II9l Il-IIIIl-IIILIl If(ILIlIIIIlII!9!I IIIL!I II!I .!.Il vIIlI_!I I1IIIISIII�I III_IIIIIIII��_IILI_IILI 1_I1II1III1 II1IIIIIIIIIIIII—I IIIII h IIII I11 1111 _1 I_1_._1_1 I_I�I III IIII III I1 I II111111 I LRGTBLR THAN THIS NOTATION, Ifni •. ,i IT IS DE TO THP, QUALITY OF No 3e 777 TNF ORIGINAL DOCUMENT. T 1ET �T TT TIIIIIIiTkII,III9II !I 9 IIIII6T IIIIIIII II�IIIIIIII II - it T�L OL !IF!!i !I!I3! TIII! !ILTII!IIIB�11V'11111� 41 ll11101111II1IIIIa�MIL I1111 ! i A2 B C D E F G H H2 FOOD SERVICE FOOD SERVICEN SKYLIGHT SEE INDICATES PROPOSED STORAGE (BEYOND) SEATING (BEYOND) I ROOF PLAN A4.2.8 MECHANICAL UNIT Dlttlt Heath,Archltttt 12 120 124 I TYP I I I I 5 j Aimdt,ne CA 91591 A �. Tel 5188858613 I TOP OF PARAPET--y I I _. I _ 1 fix 510 865 1611 Y 1 EL=21 -6 AFF MATCH ---- _- T.O. ROOF 'VARIES (E) AF - - - --- ---- -- -_-.-_ _ - - -- - — _._.. N C -- SEE ROOF PLA -- I A2.2.3 i II II r. (N) CMU WALL— - —-- - — II II I III STOCK I ti I , ♦T""'� ��� �"`.♦ 11 ADDITION I' COMPACTOR/ 13 147 li I BALER ( ' 11 � i 130 1 1 A1`.-5.1 I II SIDEWALK VARIES SEE CIVIL DWG'S gL FLOOR LINE--- — - --- I KEY PLAN 1 1 EL=O -0 �- % H ROOF DRAIN RWL INDICATED -----�/ SEE FLOOR PLAN FOR -(N) COLUMN TYP -- ROOF INSULATION AT (N) CMU SHEAR (N) CONC. SLAB- IN FOREGROUND SEE PARTITION TYPES SEE STRUCT DING'S STOCK ROOM EXPOSED WALL - SEE ON VAPOR BARRIER A l ROOF PLAN A2.2.3 CEILING TO BE FOIL STRUCTURAL PLANS ON COMPACTED FILL BACKED BATT INSULATION (TYP.) SEE STRUCT DWG'S R-19 TYP Uj1 BUILDING SECTION ® STOCK ADDITION vs' . r•a OL (E) +21'-6" T.O.P. (N) TYPE A MEMBRANE ROOFING - - OVER PLYWOOD SHEATING E I (E) ROOF STRUCTURE 7 0.9 0.' 0 A2`5� (E) CONC. PANEL WALL gL " SLOPE (TO MATCH ADJACENT) 1 4 FT SLOPE 1/4" PER FT MIN _T.O. PARAPET _ TOP OF E PARAPET SEE ROOF PLAN I MATCH ELF I -- - 1 _ MERMAL FOIL-BACKED 21 6 AFF VIF 21 6 AFWo F BATT INSUL. TOP F OF 1 - - — 1 --- ROOF DRAIN SEE (N) CEILING JOISTS ET 20'-0 1/2- AFF VIF 1 I ROLLING VINYL STRIP I 1 ROOF PLAN A2.2.3 SEE STRUCTURAL ^_ SALES,AREA 1 1 1 1 STOCK ROOM) ;OORECEIVING �_; _ ; (N) STRUCTURAL COLMN ot +8'-0" C.H. 1 2 1 1 ADDITION � BEYOND - SEE STRUCTURAL PHARMACY ` 1 1 1 1 (N) R 11 THERMAL BATT INSULATION 1 1 (N) EPS FINISH 147 1 I DWG'S TOILET RWL SEE PLUMB DWG'S 127 (E) WALL FINISH TO REMAIN • 1 1 1 1 (N) CMU WALL 0 i 1 1 (N) RAMP SEE FLOOR (N) CONC. CURBf 1 I 1 1 PLAN 1/A2.2.1 W3 - ---(N) CONC. SLAB - SEE STRUCTURAL DWGS N1s"E''r" � ot FLOOR E _1— _ EL=O —0 1 ' 31. I 131. 131. 31. 1 1 +0'-0" F.F. J, A►LW U ♦ i 13 , o (E) CONC. SLAB t s SIM Al PROTOTYPE SET (N) FOOTING SEE STRUCTURAL- P97 TRUCTURAL- P97 JULY 1997 BUILDING SECTION ® PHARMACY 2 BUILDING SECTION o STOCK ADDITION 3 - v4 • T� - FIXTURE PLAN F-1 12-08-97 va� • ire olvoinps and WIttlel na:enal eppeeriep ee1e1n constilule 41101011 and u,puhliihed voile u1 the kchltscl and may sot be depliteled, used of disclosed without ■nllee consent of the Afehiletl E BUILDING PROPOSED ADDITION No. Dote logo# 26 JAN 98 ISSUE FOR PERMIT AND BID 0 J - -- _ -------- ---- - - -- -(N) CLASS A ROOF MEMERANE FINISH - J (N) SUB-PURLINS-SEE STRUCT.- ----- --- --OVER PLYWOOD (SEE STRUCT.) SLOPE TO MATCH EXISTING (N) GIRDERS-SEE STRUCT.- — (N) CRICKET — 21'--6" T.O.P. ROOF (E) GIRDER — (N) PURLINS-SEE STRUCT. Aik 13 -0" C.H. - - -- - ---- �; I (E) ACT CEILING - I I SALES -- (A) ACT CEILING (E) COL.- - -- AREA — -- —(N) 8" CMU WALL--SEE STRUCT. (N) ACT CEILING T6---- — 102 S _ - -- MATCH EXISTING A,1.5.1 TYP (N) STRUCT. COL.- -- -- T E EXT. WALL FOUNDATION-- -- n " ISI III I I Piclect No _17024 k I I D18116.1 Title BUILDING SECTIONS e\letsen\mote\t�ais\aes,tiw ��. .s. ei Oftlith Ae. •� .'; a BUILDING SECTION o STOCK ADDITION31W T-V A2 r' � Bu1�9ts-outs � 9009 5N Hall Blvd.N 1110 �,. 25 of 5'1 e�J�1r nr + - ar"MA�f.,.. �:::n n;r+,,. -. �•,ny.,. .,.,..,.cm.. ..,,. .... .�... -...:y,.•-....,.....-,w.•. .,,yip,^ +'w1�1P,M/Iid1N...,, .,.. ..•,�,.. ,. .M*--....: ,n_;sr. ,..;rA�R•,mr. ,,,.,y►tU.. - � ,Ir`Ili ili .tll ill iil i i Ili iji j1 lIt ili ili lit 111 111 111 111 I 1111 111 111 111 111 III 111 I � III Ill 111 � 1111 111111 1 1 11111 lil�l 1 Ill 111 1111111 111 111 111 I I � � .,� . - ' .. IF THIS DOCUMFNTI; FPR NGT -- I --I -I--I-- _4�I I �I _ I IjLFGIULF THAN THIS ATION, I .—I I I t�o.ye ?•� Gust 16f IM IT IS DUE. To THF QUALITY OF THF ORIGINAL DOCUMENT. � L 1L I LIS 91GL�L I tew—iiiii, triiii, Tiiciiiii!, IIl 1II �III IIII IIII IIIIIIIII Ilillllll IIIIIIIII IIII IIII TIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII Int IIII IIII IIII Int IIII IIII IIII IIIIINII N17tl11'A'.'P ..r f s r. r [ -r , , r i,'tii r r r r. iiw ..•. •, -„ r ..• rc i c .' .., ..i.. . nr k -. r -'�' r.i• rv.,•.�xv.-.wi.ae,,a..,.. •.. .,i.i a,,.rv.•!a!•. ..1`.Y.rSFiiaC .v,,•: nc Aae4t-rcms.+.m ..r. d .. n -i mi.\ ir...v. .r.;;.r '- :,. rid i. .n,1. .si>t.,.Y.�'p•..d416�➢Y.bb'dA.S�Jn..rk1.�...r{rAl �l}1-...,.1...lxi -•.r_.f.. .l..ri r. ,....ru1,.. f. .:...r.•..r.. ....._r (i....rt�t'�....ra.ruf...'f.'�Ir!h+,rcin•. �v'.. r4�1�C�1SY.�.T. "r.,r•Qa�,,.��. n. M1 -. r.... E, kf �•. P..}. ., . .NT•. . , M1!:S�iT. Nsl-'F.Y.'kMa�n�tyat^"9• :ry,µ. A.. .. <1i f .-y:":IA.?Y?'. 'ii'S:nnrV r. R` _ ., .. t. S...r. .iX{... Z A.n ,. "•W, 1.-_r,r r..,e `IJY! A ,:r�r�,.. .�I� lE'_ • r PREFINISHED MTL. COPING ' S , DIM TO MATCH (E) MTL COPING O 12 PAINT TO MATCH EXISTING f1 � _ • � VIF CARRY ROOFING MEMBRANE UP ' TARGET N STOCK 5/8" GYP BD OVER 1f•' ' 'n SALE5/8" MTL STUD (N) CMU WALL - TUCK BEHIND S ADDITEION 3 �. 17 1/20 MTL COPING 8 1 4" TOP OF PARAPET TO MATCH (E) BATT INSULATION - - ----- -->� +21 -6 AFF r f — - -- TOP OF CMU " � 4' CANT STRIP � . +21 -4 AFF °� . 2 EXTERIOR EXP. JT. COVER /� BACK-SLOPE ROOF _ - --- - - t FCWW-2 BY BALCO OR 12 TO DRAIN W RIGID i Ge��lt Ne�iM ATahiUcl APPROVED EQUAL \ � INSUL AS REQ'D i / O O REMOVE EXISTING MTL COPING4/A2.5.1Alletnedae,ACA 91601 e I TUCK E AND N ROOFING ROOF DRAIN SEE � MEMBRANES BEHIND MTL COPING -- I REPLACE W/ NEW MTL COPING \ DO NOT FASTEN STUD PATCH do REPAIR AS REQUIRED 16 PAINT TO MATCH EXISTING ROOF MEMBRANE SrSTE1A �' Tel 510 ass 9663 TO ADJACENT CMU WALL .� - ON STRUCT PLYWD ' _ Fit 510 965 1611 - AL-OPE SHEATHING. SLOPE TO I F- — (N) CMU WALL _ � TO E PARAPET � � — ROOF MEMBRANETMRAPIN 1/i} �'FT MiN r ' 8" CMU WALL +21 -6w AFF _ LP ROOF DRAIN SEE STRUCT DWGS -PLYWOOD SHEATHING _ e - -- SEE STRUCT DWGS - _--_=-- ==- • , EL=i BTIT— 3 NT 5 -- (E) CMU VIF DIM TO MATCH (E) /'�f SLOPE /�1 4' I / MTL COPING (VIF) TYP ' - / ( ) ! EXPANSION I I ( - old- R-19 BATT INSULATION �' ���' 3x LEDGER A SION JOINT (N) CMU i ------- - ---- I ��_J W/ FOIL FACE op�oo SEE STRUCT DWG'S ( 17 , 1 v f� � � I o KEY PLAN W N STOCK ADDITION / PHARMACY I ! N 01 GLB SEE STRUCT DWGS OUTSIDE 3x LEDGER-SEE M1 STRUCT DWGS I I a —2" EXTERIOR EXP. JT. COVER FCW`W-2 BY BALCO 3" NTS -- ' OR API'-ROVED EQUAL I (N) 8" CMU WALL __ _ SEE FLOOR PLAN FOR PARTITION TYPE— ..., • ' Lu 4 SEE STRUCT DWGS ; 1� rL �--� -� - (E) ROOFING AND FRAMING- - a, ASSEMBLY I RWL SEE MECH DING'S I( It (1 )C ) E) EFS TO REMAIN \ f BATT INSULATION 13' (E) CEILING HT— (N) COLUMN (SEE STRUCT DWGS) (N) CONC SLAB AND FOOTING — SEE STRUCT DWGS ~� ! CONT. JOINT SEE 12-/A0.0.9 (E) CONC. PANEL WALL i (E) WALL VIF TARGET STOCK FLUOR LINE , r SALES AREA ADDITION SEALANT W/ BACKER ROD " .L=O'-O" w 102] X 1478 i 1/2" EXPANSION MATERIAL (E) CONC. SLAB -- - --� 3 ,----(N) CONC SLAB/FOOTING SEE STRUCT DWGS FOR 10 MIL VAPOR BARRIER ( 18 EXPANSION JOINT o (E) CMU ATTACHMENT TO (E) STRUCTURE 1 V2 ■ t-a I CONT STEEL AROUND PIPE fxPNAn6DMC.USULE a 9/2/v5 ALIGNTYP _, I FF TO MATCH E GRAVEL , _ VIF ! I 1 2" INTERIOR EXP. JT. COVER - Cj, FCWW-2 BY BALCO ! I SIDEWALK (WHERE OCCURS) ELEV VARIES ! I �' ' SEE CIVIL DWGS N►s HEATH n \ OR APPROVED EQUAL o�p o ALAMEDA CA C)On oCQOnC)on f SOF ov I 1" RIGID INSULATION � �' /' I _ PROTOTYPE SET SAN i (N) 8" CMU WALL i ( I ( ' - 097 i SEE FLOOR PLAN A4.2.1 I / TARGET I I STOCK FOR PARTITON TYPE �� To STORM JULY 1997 SALES ! I ADDITION MOISTURE MEMBRANE, SAND AND CONT STEEL AROUND PIPE ��� AREA I / �\� AGGREGATE (SEE STRUCT DWGS) --�� CONT JOINT SEE 12/A0.0.9 (TYP) FIXTURE PLAN F-1 12-08-97 I \ (E) EFS "� SEE CIVIL DRWGS. FOR INFO DnM1n�A ted written■AteriU AppeulAp heroin co�AlilYle oripAAl ted UnpYhllbhld M011 at the AlehltlC)AAO":f not be duplicated, �E) CONC. FIJNDA710N/FOOTING ° died or disclosed without Written consist o1 the Architect - (E) WALL OF SEE STRUCK DWGS) I No DAte Wall (N) CONC FOUNDATION 26 AN 98 ISSUE FOR PERMIT AND BID SEE STRUCT DWGS ____ ___..-- -- --_ _—_- ---'- -�1 SOIL BEARING LINE rEXPANSION JOINT o (N) CMU AND 15 WALL SECTION o EXISTING EXTERIOR WALL WALL SECTION o NEW CMU WALL 1 (E) CONC PANEL WALL E'j,,,5„ D( 1 yr • T� 7 ,, yr • 1'� MM'•[I 11:A+ irvhf 6 IA/9' 1\!AA'6E1\TI6024\PWiOI\MAlSECTI - DIM TO MATCH (E) MTL 20 GA SHT MTL (TYP) LAP h. (E) CONC PANEL WALL -- --- '^ SOLDER ALL JOINT -4'-0" BONG BEAM CENTERED COPING (VIF) --`� ` ABOVE OPNG SEE STRUCT 20 GA SHT MTL LIP-INSTALL AFTER '� � FOR REINFORCING __-- PARAPET COPING CONT ?.2GA METAL SHEET SCUPPER AND ROOF ARE IN PLACE. f - - - ----- COPING SOLDER ALL EDGES CONTINUOUS. "'' FLASH MEMB. 20 GA MET SCUPPER � SEE DETAIL 8/A2.4.2 SEALANT HEIGHT OF LIP IS DEPENDANT ON THE HEIGHT OF ROOF ��` = SLNT RECOM- FLASHING SLOP DIM TO MATCH (E) MTL DRAIN. THE TOP OF THE t MENDED BY COPING VIF LIP IS 2" ABOVE THE ROOFING MANU- .; i (VIF) TOP OF THE ROOF FACTURER ALL SLNT-3 W/ BACKER ROD v, - vi ROOF MEMBRANE - - DRAIN AROUND_--- ALL AROUND - - -- - --- ' ! \ ROOFING VERFLOW SCUPPER BEYOND `—CONT SEALANT MEMBRANE 2" ABOVE LOW POINT OF PLYWOOD SHEATHING \ DRAIN SEE ROOF PLAN SEE STRUCT DWG'S _ GRIND OF BLOCK EDGE ooi N 1/2 R (TYP) BOTH SIDES �� . -- - - -- �: I 17024 CONT 2x WOOD BLOCKING Project No -+--- CONT CANTED WOOD CURB " , �� / -• ALIGN 5(;UPP FR IN CONC I ( 1 7 0 ANCHOR W COUNTER �, /- / I � . - S/�F BLOCK COURSING scale AS NOTED / -- SUNK BOLTS ® 4'--0"OC �,- ' BATT INSULATION R-19 -- - 1 WALL SECTIONS j DmIA Title - --_ _ / --CMU WALL '� BATT1NSUL. CFS CUi,BACK — ----- —(N) ROOFING MEMBRANE � • HEADER SECURE one�w Ne. J / - CONT SEALANT TO WALL (SEE � TO ALLOW Flan FRAMING _- --EXACT LOCATION OF 90' BEND STRUCT DWGS) IS DEPENDENT OF THE SLUMP BLOCK a INSULATION THK ROOF EXPANSION JOINT METAL COPING DETAIL ___„ ROOF SCUPPER _ SECTION o PARAPET t3U►.�,�Irl�,it 16 �g 12 �1 yr • t-or 8 4 9009 SW I Iall 131vd 0100 Pnorrrr"i nYr ur;S YICOPwm U'{A.[a 6/16/95 '�LIF"PMOIM;oukl n Si-e" SCUPPER/DOWNSPOUT �„ ,.'16 '� 26 of 59 • , .. ..,. , ,.. ,.. -• amr^R.a.,Kw-.r. ,.r+k•nl+: .-.r r1•�{/ '!lA61OIM" ..._.. .�.,�, .,_... ._...,... ....:...,•�,.,..... .- _. __.-....--_.__..._._ ...,. _..___ •.-,.....,�...-.W.,.,.r:.. _......-._...,._.......,..-. .•.-,.... r_..., ,„i...• _iM'}iMPIN'fIMY19R.w"wcu..news•y:' e•e�rrmfw*r.�vr:.*I"Mru"". _ ' IF THTC DOCUMFPI1' 7S LRSR 1 I f I I I I I I I I I I I I III III III I I III III I Ill II1 III I I III 111 111 III III III III I I III III III I I IiI Til 111 1 1 11T 111 Ijl 1 I III III III 111 III III III I I i 1rF.G1BLF. 9'11AN THIS NOTATION, 1 #4 Gust /61 Im IT IS DUF TO THE QUALITY OF THF ORIGINAL DOCUMFNT. OT£ tslL fclL G 6 go g VL IIIIIIIII 11111111�11111111�1111 IIIIIIIIIIIIillllli IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII�IIII IIIIIIIII IIII�IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII !III IIII nil IIII IIII IIII IIII IIII IIII IIII �����!�!IIII IIII IIn nn nn nil Ind nn un un nil nn InllYll XX XXrf to:f. l'-4* X ,y v" yq CONTRACTOR TO PROVIDE COMPLETE COMPACTOR CHUTE ASSEMBLY WITH SECURE .. � CONNECTION AT COMPACTOR. NO PROJECTIONS OR REINFORCING AT INTERIOR OF I N, ''~ CHUTE. VERIFY MOUNTING do INSTALLATION REQUIREMENT do COMPACTOR DIMENSIONS �--C.U.E. PALLET RACK WITH COMPACTORS SUPPLIER. CONTRACTOR TO COORDINATE COMPACTOR SUPPUER'S r i/ I -SEE PLAN FOR WALL TYPE MOUNTING REQUIREME4 S WITH FIELD DIMENSIONS. I� Mt > 3 Q. CHUTE WIDTH Collis"silk,Artlil/ei Q �— DUCK SEAL -- (VERIFY) - - - -- �' "� SEE PLAN 1115 AllOnllc Avolauc FOR WALL TYPE Alameda, CA 91561 -COILING DOOR �� � 101 518 8651663-COILING DOOR k GUIDES Far 510 166 1611 0 -----MET CONDUIT HOSE CHASE /2 COMPACTOR CHUTE BY GENERAL CONTRACTOR / EMBED EXPANSION �---OUcRHEAD DOOR - 1/8" PLATE -- - - - -- --- -- VERIFY SIZE W/ ANCHORS INTO SOLID COMPACTOR SUPPLIER GROUT 1/8- / -+---COMPACTOR POWER PACK ]g SIDE OF�COMPAC QR CHUTE •f0 o — DOCK LEVELER CHUTE OPENING paw IPS-5, C-5 - JIM 4 3/8" CHECKERED STI. PLATE PAINT IPS--5, C-5 CONTAINER 1/8' STL PIPE IPS-5, C-5 FIN FL,R " - I 11 11 I I -. _�__ 1 I /-T-I3/8" CHECKERED � N KEY PIAN DOCK -- [j== - --- = '� 1 I PLAN COMPACTOR 16 ' ! 2'-0" —I--3/8" CHECKERED STL PLATE BUMPER SLOP" I I M '� ACCESS PANEL -2 PIECES Y ' 1 4"/FOOT ° I 12 PAINT IPS-5, C-5 U 3 0 _ FIN FLR t ih FIN FUR_ \ -� — I T - - -- - - - - --- EL= 0'-0" EL= 0'-O" -- -- PALLET RACK N, - ` —EMBED ANGLE - SEE STRUC SUPPORT SLN7-2 - 15 L 4X3X 1/4" LLV CONT. VERIFY W/DOCK EQUIP. <Fl � 12 SEAT L EACH END FIELD WELD TO VERT. ANGLE5x3x 5/8 LLV W/ CUP c ANGLE EACH END -FlELD WELD -CONFORMING IN GRADATION CUP ANGLE TO EMBEDDED ANGLE � 1 12' 4 X 4 X 1/4 X 5'-0" TO CALTRANS CLASS 2 PERMEARLE �.• �_ _ 2'-0" I I OC MATERIAL I MAX +- +- -}- -�- ui �- -� -� 4" 0 RING PLASTIC PIPE - SLOPE TO DRAIN PERFORATED HOLES 16 SEE STRUCT. F DOWN CONNECT TO SUMP UC OR SLAB PIT —COMPACTOR DETAILS JOINT FI'_LER 1/8 " STL PLATE - WELD CONT SEE FOR ADDITIONAL NOTES. TO ANGLE do COMPACTOR —SUPPLIER TO MODIFY REAR LEGS �- TO ALIGN PLUNGER W/ SLOPE OF SLNT-2 STORAGE UNIT JOINT FILLER \�- L 3x3x . /4 W/ 1/2 " 0 EXP • NOTE; SEE STRUCT. DWG'S - BOLTS 0 12" OC -SET ANGLE FOR SLAB k PIT DETAILS IN CONT BEDOF SLNT-1 n18C.U.E. PALLET RACK SUPPORT_ � SECTION AT LOADING DOCK ELEVATION AT COMPACTOR SECTION AT COMPACTOR 4 Vr ■ f-� 10 yr ■ f-or 6 �� EvgrA DwG LnGYL :a/zn cs — +, A/-3De6 W-AILL '`n���9•� A,A.Z.DW.D`.,WE N 8/3/95 Y� ■ 8/3/ A14-OkOW D9�hf 24 CONTRACTOR MAY SUBSTITUTE 3/4" • •'LYWOOD FOR PROPOSED GYP BD FINISH THIS WALL --VERIFY W/ DOCK )� HES .. CUT 1/8 " PtATE TO LEVELER SUPPLIER W4 � FIT TIGHT AGAINST SIDE OF S ,/% / SEE PLAN FOR PARTITION ua1MC,UA a COMPACTOR COPE AROUND GAP SECURITY SEAL DOCK SEAL-HEAD � TYPE u� PROJECTIONS RUBBERIZED CONVEYOR BELT MAIL BETWEEN 1/4 " THICK LINTEL BEAM SEE i - _- NO GYP. BD. OR PLYWD . �F���,� PLATE k STEEL ANGLE CONT r_ THIS AREA -- - 1/2* ANCHOR PLATE TO ANGLE i STRUCT. DWG'S 0 8" OC w/ 114 ' PROTOTYPE SET ---_� FLAT HEAD SCREWS �' CONT Y14 " STL. -3/16 , . EMBED ANC!F I INSTALL PLATE FLUSHfBENT PCE • _ W T 0 FINISH FLOOR. / W 2-1/2 0x6 •BENT / P97 STUDS 0 2'-0" O.C. `1 I —CO2 5/16 STL ANGLE "'-1—STL ANGLE SEE 3 ` �•, JULY 1997 WELD TO i s 4 1/2 • 11/8 t,2 I OH ----1/8 STL PLATE CD "f WELD CONT TO ANGLE 1_ `�; /:'�� DOOR do TRACK 1 i' , rnt FIXTURE PIAN F-1 12-08-97 a • CONT. GALL. 3 x3 x 1/4 - -- _- �- -f� U /� o _ FI COMPACTOR W/ 1/8 L y 1 2"0x6" BENT RODS SLNT-1 CONT 0 OPNG Drovio t And all of Will oppoorle Aorole -oe1liloh orf iloI 0 0 0 - - - - FILLET 0 2 —0 O.C. AND 6 FROM And unpulliAlod work of the Arclilect And MAY oot be doplicAtod A3 1 EA. END. I '` used or droct000d rlihoot nitLoo tooeont of the Arelttlul 1 I �' = CONT 1 4 BENT COMPACTOR 16 ��- —1/4 " THICK CONTINUOUS I STL. PLATE W/2--1f 7"Ox ANGLE W HORIZONTAL LEG I / 6 STUDS 0 2'-0 OC No. Dole /AAAA 1 2 " SHORTER THAN GAP _-- 60CK LEVELER _ - _26 JAN 98 _ ISSUE FOR PERMIT MIO 810 1/8 " STL. PLATE 0 -- CHUTE CONT WELD TO COMPACTOR JAMB m FOUNDATION SECURITY JE I AIL/INTERIOR BENT PLATE _- 15 OH DOOR HEAD HEAD AT COMPACTOR SHUTE 1 Vr ■ f-0• 11 T ■ f 7 • C;MU 1 v7 ■ T_v 3 • CMU 11/2' ■ f-0,, --- ------- - ---- ------ AIA-150K N:ALE a e/1,;' A41-6DMr D`,,Nl 4 e/;.19 A-4-0 D•G DSCAl fl fl/1/95 A14-6 EW.DSW a e/3/95 /4"C0CONTRACTOR MAY SUBSTITUTE 3/4- (0 PLYWOOD FOR PROPOSED GYP BD FINISH THIS WALL ATTACH STL PLATE TO CONTRACTOR MAY SUBSTITUTE 334" - � -- • 1 SEE PLAN FOR ANGLE W/ 1/4 " DIA FLAT PLYWOOD FOR PROPOSED GYP BD - PARTITION TYPE HEAD SCREWS 12" OC FINISH THIS WALL —DOOR GUIDES - ----- - -- --- (N) CMU WALL CMU WAIL -;--- - BENT PLATE W/ STUDS ' SEE bo 3/162---12 W4 E (:3:) - - -- ------- ___-- �I EMBED ANGLE - SEE STRUC. —GROUND SOLID SEE — - �- 2 MET CASING / RSTRUCT EEORCINGS FOR I _ / BEAD _ __ CONT L 3x3x 1/4 CONT. V R� S -____- _ -_ --- I WELD TO BENT PLATE project No 17024 ' ----- _ ^ , , DOCK SEAL / - PIPE RAIL-WELD scalp AS NOTED vY — 3 5/8" MTL STUD l ^ L 3x2x 16 -- TO ANGLE 5/ LLH BENT PLATE W/ STUDS �,� SEE 3 1/8 " STL PLATE Dnrinp r,ne LOADING - - - --- � ---5/fr GYP HD -= - DOCK AND COMPACTOR ,! , -BATT INSULATION TYP - _ ___.___� - I -3 8 " CHECKERED STL R-OVERLAP -----CORNER L 3x3x1/4 DETAILS 0 EXTERIOR WAIL. PLATE JAMB 1" CONT, WELD TO STL. PLATE -_ \. ------ — COLUMN --- ]/6" STL PLATE-WELD IPS-4; C•-5 TO ANGLE F WALL o EXPOSED COLUMN COMPACTOR WALL OH DOOR JAMB JAMB AT COMPACTOR SHVE r iii -o014 EXTERIOR WALL 1 yr ■ f-0' 12 _ __ 9(109 SW Ball 131vd.�l(lU 1 1/2' ■ T-Or 8 • CMU 4 ' M ■ CAU 1 Vr ■ f-C' . Al6EuAuL DOG 17a/LLf a 7/zn/9-, �� A,A 14 DrMr nsalr a e/3i9s 1 Vr fes' • 11 of 59 ��� •mow • Ari IbOIY.D9CA1 e 6/3/95 ' .�10� — - ��.ra�• • A,• 7DIIG ••°•. -;'k.l.,J 0 '.:kv..q.:,a::. - . s.,l.��p1'MYfe1N"I,.�MMWMM� - .: .. .... am- on ."VAWONNW)WMW IF THIS DOCUMFTIT T" LFRF TTlIrjI l III 1 1 III III I I III I IrI 11 II, /111111 11T III Ilr 111 I I III III+III III III III III I I III III III I 1111 iji11jt T1t 1�tlljl I I III III III III III III III I I ' LF,GIBLF THAN THIS NOTATION, I 11 I I I I 1 J I I 4 I 161 �'�` /6, I ! IT 1S DUF TO THF' QUALITY OF `— --i�- -�" —�--�----"' _�—_ --- —`�' U1-71 THF'. ORIGINAL DOCUMFNT. -- 119111-1111 --- - — �■ � � �/IIIIIIIII�IIII Illillll IIIIIIIII IIII�IIII IIII�IIIII�II IIIIIIT1911 �IIII IIII�I�IIIITil �IIIIIIill1llli I I I I IIIIIIIII�IIII iul�lUl i►IIIIIIsI iIItIIIILI tnlinu�n�Iul iIII�IIIi 18111�I1u uu�ll��nnllill�nn 9n�nu�ll�nn nn�un�11�un tili�ull CMU WALL- SEE STRUC DWGS •.r 1/4"; 4" TCH COPING 4" 1/4" I MECH. EQUIP�IfNT - SE \,I MECH. DWG'S -CUE PALLET RACK LEG -- -� - - FOLD ` — _ — — — -- FLAT HEAD SCRLINS • 4"O.C. FIELD BEND ON WOOD BLOCKh'G ( , 2 3/4' BOLTS W/ / 1 � WASHERS SMALL PIPE GASKCURET (SUPPLIED W/ 2TS GER TIGHTEN 3 4 DIA ) r{ / MENDED CUTTING & BENDING JOINT COVER5" do TACK WELD NUT / - TO BOLT) U ER -'k FACTORY CURB WITH SEISMIC _ C4 RESTRAINT BRACKET • '_ ' -�.e'-p' SLOPE TO ROOF 2 X NAILER 1/2 X 5 X 0 8 STL PLATE — P IPE �-_�-„1 1 _ / W/2 - 13/16 X 3 SLOTTED SWI07 COLLAR lyp __ / HOLES SET PL ON GRAPHITE ``` BEVELED SIDING HOOK STRIP LNG W 1 8 LUBRICANT ROOFING MEMBRANE FILL SOLID YLYL - __ NO. 15 FELT • O���U Hutt,ApeAlbot ( 1 1115 Alllallt AIeIM� W SEALANT--• � - ----UAW 2x WD CURB Alr.odo,CA 91511 • �� 112- X 8' X 0' - 8” STL PLATE __-_ 1/2" GYP BD / G yy ----_ - _ - = 112- GYP BD i e l 510 115 1113 - ,_ LAP COPING -�- WALKWAY PAD Fre 5101is 1111 EL-8 6 AFF 112m 112" SIDES AS SHOWN-�1 �`` i ROOFING MEMBRANE OVER ' PING TYPE EACH SIDE ( PLYWD DECK 1/4• COVE BEND -- '� - PLYWOOD SHEATHING 3/4' - �, ENDS AS SHOWN CANT STRIP -- — WT 8 X 18 X 0'-10" _. I, i- LCONT. METAL I ( 1 / \� ( 1 ( BOTH SIDES STRIP 0 �" --- 1 KIK BOLT � � � \ �� -'-- BATT INSULATION (VLF) (4) /? DIA W B U �'��_ _ " XSLIDE JOINT COVER " , " W/ 3 1/2 EMBED -� - ONT^ COPING, BEND -- —STl_ ANGLE 3x3 x1/4 ELS 7 -4 AFF \ ENDS OF JOINT COVER �—_ INSUL AS REQ'D DOWN do CRIMP 0/ -- BURGLAR BARS SEE STRUCT DWG'S DRIP EDGE OF BOTH WAYS COPING COVER ON BOTH SIDES. CUE PALLET SUPPORT o DOOR SMALL PIPE SLEEVE METAL COPING JOINT 1 ROOF CURB FLASHING _ 13 1 yr • 1-7 1 v2W47` 5 RTS 11/2" • f-0' ® KEY PLOW TAelYr 6uIADE1av:H'. .R(f'AIiICM. 1!a:NE I\rANDET,;lA11RP\(YTatSilf\A:'S1I PIPVE'.R IAM: 1APGl f�Ta�lNe\DtlaSun Al'A11'.Mr Dao YIK.Ul1 DM,rY1�11 a 7/II/aa N - EXPOISION JOINT - CURB MOUNTED SKYLIGHT W / JOINT COVER AND FRAME BY "ROOF PRODUCTS, INV PLYWOOD SHEATHING METAL FRAME AND FLASHING SEE NOTE PIPE STRAP k BELOW WHERE OCCURS BY MANUFACTURER PLATE BY MECH NO 15 FELT \ STRUCT CURB W -METAL COPING W/CONT. \_ WRAP BLOCKING T BOTTOM 2x4 PRESSURE TED VERIFY UNIT HEATER do EACH SIDE W ROOF HOOK STRIP y_0' BOLT SPAC NG 4" MIN _ �` - z NAILER - _ - --- --- _ MEMBRANE. SC EW _ N MEMBRANE TO BLOCKING _�-,� -- PREFlN 20 GA GALV LINER,C-6 4-_ �9 URB 13Y 'CUSTOM CURB, INC.' -- a WD PIPE SUPPORT I N 24' LONG - FL'SHING MEMBRANE i LU INTERIOR CORNERj I t( - --18 GA (MIN) GALV CURB FACE cr_l �' -- --- i. =- - - CANT STRIP EXPANSION JOINT W / PLYWOOD SHEATHING JOINT COVER t Ob ROOF MEMBRANE 3/16' 1 1-7 TYP 14 GA (MIN) GALV BASE PLATE L 1 1/2 X 1 1/2 X 3/4 / . . ( !� METAL COPING W/ BATT INSULATION (VIF) UNIT HEATER SEE NOTE BELOW CONT. HOOK STRIP 1- 3 X 3 X 3/16 PLYWD DECK FOR WELD INFORMATION I�I_�; PIPE STRAP TO BE ONE PIPE SIZE NOTE SEE STRUC DWG'S LARGER�----AMU WALL OVEMENTHDUE IPE TC TOPAN50WJFOR PIPE INSUL AS REQ'D EXTERIOR CORNER MECi�AIJICALLY FASTEN do — 1/2' 0 BURGLAR BARS 0 SOLDER ALL METAL JOINTS 1/20 GYP BD NOT DESIGNED FOR 8" OC PREFIN C-6 EXPANSION nUNIT HEATER BRACKET - PLAN �� PIPE SUPPORT 6` COPING CORNER FLASHING (a2 SKYI_ iGHT FLASHING DETAIL 1 yr • 1-7 14 r . t.or , vre�ra NTLI R..URfdr,16D2a\DE1&VNNM11 HEA" \1M1GLT\r1C{121\NNSE01\IYI LY'M;A�.�1,,k(YM,PRT CSG F- (E) (E) EFS —DIM TO MATCH (E) MTL COPING (VLF) � MTL COPING (�f (E) CONC PANEL VIF GS PARAPET COPING _ CEM PIAST FASCIA, SEE ARCH ElNNIS HEf11'H �, — - r ELEVATIONS � GS FLASHING-EDGED UNDER (E) AIAM r �. EFS, ADD DRIP SGREED k J ATTACH TO BLDG. PATCH EFS SLOPE 5/8" DIA EXP BOLTS W/ -_-� I DIM TO MATCH (E) MR �� ' � i 4 1/2" EMBED TYP - - GROUT SOLID 0 EXP BOLTS o ROOFING MEMBRANE - _ �COPING (VLF) CCTV CAMERA BY OWNER 09 Z3 CONT SEALANT PROTOTYPE SET j L. 1 1/2 X 1 1/2 X 3/4 0 CONT SEALANT I II - >o ,! 1 �I - GS FLASHING P97 45� 3 1 1 1 W -I _ IAS (CATES BUILT-UP NEEDED FOR ROOFRICKET DRAINAGE MOUNTING BRACKETS PROVIDED JULY 1997 `---� — - ----- —---�EIAVATiON z �+ - `�' GECONTRACTOR OWNER A NERAL ND ALIED BY - - =-=- - , w o 1 4 Fl ' / 1 PROVIDE BLOCKING AND PLYWD FlXTURE PLAN F-1 12-08-97 I I1 CONT 2x WOOD _ _ ROOF MEMBRANE - BACKING FOR SUPPORT�~ BLOCKING — — Untragr and■ntlee material rppernWife ain cansritete orldlerl PLYWOOD SHEATING SEE red uap0hilied talk of las Arckilecl and Prep lot be deplisrled, P / CONT Vlrnnn CANT STRIP TYP STRUCT DWG'S SHE used or disclosed 011hoat rrillea Cosset of IAe ArcAileel � UNIT HEATER 1/2"0 ANCHOR -` - PLYWOOD SHEATING SEE D COUNTER SUNK CONT WOOD CANT STRIP TYP PAINT MOUNTING BRACKETS, oetr uas WALL VIF B LTS 0 4'-0'0 STRUCT DWG'S � CONDUIT, AND J-BOX EPS-1, No._ SEE STRUCT DWG S -GIRDER - SEE STRUCT COLOR C-4 26f,IAN 98 -- ISSUE FOR PERMITANANDBID NOTE: CMU WALL TYP FIELD VERIFY MOUNTING HEIGHT GIRDER - SEE STRUCT OF BRACKET FOR CLEARANCES. EFS IE. OH DOOR TRACK ABOVE (E) EFS UNIT HEATER BRACKET ROOF DECK AT EXISTING WALL _ ROOF o PARAPET 3 E=XTERIOR WALL MOUNTED CCTV -_-- -� 15 ELEVATION T ■ 1-0r 1 yr se1-i0r 7 1 V2, • T-T NTLI ---- - -- ---- I\IAPOM11D26\DEla5(14',A!41\HEA1EPs' f<ruV'f pA: FOORoRPIDWG MAI[ A CM-114 24 -- -- DOME - PVC 45' ELBOW - ROOF DR/'JN - — -- -- --_. 1__PVC 90' ELBOW RFG MEMBRANE � - ---- - --- ----- FOAM SEALANT AT OVERFLOW DRAIN I�----�- PROVIDE INTERNAL CLAMP RING I ' FLEXIBLE PIPE OR TUBING BAFFLE TO RAISE INLET L 2 ABOVE ROOFING DRAIN RECEIVER . .----SCHEDULE 40 PVC- 4"DIA - SEALANT RECOMMENDED BY Cr ROOFING MFR ALL AROUND Protest No. 17024 PREMOLDED PIPE SLEEVE j I ROOF DRAIN/ -- — - - 00 —WOOCFlNG MEMBRANE r PAN t' Sells AS NOTED - � �I - 2x6 ._ � - - 1/2" GYP BD 011vieq Tills EXTERIOR _ PLYWD DECK �- DECK CLAMP DETAILS - C DRAIN PIPE k\ I -_ INSUL AS REO'D 1 -6. -- - 1 Ii - - sent , r SEE STRUCT DWG'S rI , MULTIPLE OR FLEXIBLE LINES ROOF DRAIN __ ____ � NOT USED NOT USED 8 wToL 1 yr 1-ar 4 1 yr • ter \rMctr\.,Mlir v1 - a,�•,1\R1�llun nn, ROOM MIM Wall 13UP98-0074 _ r ! ')009 S W Ball 131vd,o 100 � 28 of-59 y,......�,�4k. I_�•.1._:IAIYIIY.Mww...b.w .r.n-.-.-nyn•PnW.r 1/I10r1Y'rrv/K�.�++al.'N•/ti'14'nr.�nMi✓rYratw./VNi/NIk.SNfi�Nllr`vPRM' ..unW_.a•._.. - - .. .._,..._._..wFwn+ww...Vw.rw.—.a�ws......use•-.nw.awn-•.-.r�.•nw�wMY'w�W�.-.+-.wMw•J•• ^^A�wT�.M—r.-.r..r+-..........._.......Mr.h+..IN+F^rw.lr."W IF TUTS DOCUMFIJT IS LESS Ill 111 Ill Ill 111 II' I Ii Ili Ali ijf i��jj1 Ili Ili t1T t�� fel 111 Ilf 1�1�111 tli t�1 tl�Ili Ili ilt i�Ji�ili Ili IIS 1 I ISI rpt ISI ) 1 1�r 1�1 til 1 1 ill X11 III ISI ill 111 III�I1, LFG T R LF. THAN ,.,II T S NOTA'r I ON, h I 11 I_ I-�( G1 I —I J�-I----� I"1 I I1' IS DUF TO THE QUALITY OF — No.ae 81:zwr_ TIIF ORTGTNPI, DOCIIMFPIT. i9 � 1 � F II 1111 11111111111111111 9 � ibrLIllllil11-1 1 1 116 11111111111111111"'1 Illi I1i11111111111111, IIIIIIIII III,II IIIIIII 11111111 IIIIIIIILI IIIIIIIII IIIIIIIII IIIIIIIIIII (IIII (IIIIIIIII III(IIIIIIIIIII911IIIIIIIIIIIIII1111IIIIIIIII Iclll ILII tllllWll IIII IIII IIII IIII IIIIIIIII k t rL. 4 k4d. OVERHEAD COILING COILING GRILL — \` GRILL TRACK GRILL HOUSING '� GRILL _ ABOVIE3 5/B ' X 18 GA METAL STUDS ' 0 2'—tY OC—EXTEND GYP BO TO BOTTOM OF STRUCTURE CASING BEAD BOTH \ ABOVE CLG a, �:Y• - SIDES OF JAMB ; % -- 5/8' GYP BD OVER 3 5/8' • —•----- 3 5/8" X 18 GA METAL t�tR STUD 1 STUDS 0 2'-.Cr OC Dasni1"olb,tllalltDet �i( EXTEND GYP BD TO 1115 Alliali 14501 Assails sa1 A2 .5 2 -"---`-- —` ---- BOTTOM OF STRUCTURE WD BLXG ACT BULKHEAD SEE CEILING PLAN lel SID 865 6669 TS-4X4 COLUMNS AND (E) EXTERIOR CONC. PANEL WALL JAMBS 13Y COILING DOOR ; Fag 510 865 i 6 t I MTL CL(# TRIM PIECE TO BE CUT -TO PROVIDE OPENING SUPPLIER. EXTEND 4 X 4 COL I — FOR EXPANSION TO ROOF STRUCTURE & ' r� PROVIDE VERTICAL SLIDING ACT CEILING — 2" PLYWOOD TO STRUCT CONN. T F JOISTS. �SLOPE i/4'/FT 1� / 0 0 R00 STS. 14'--2" AFF -- _--. ., .a_ _ 1 - -- (N) STRUCTURAL BEAM 0 NEW 5L8' GYP BD OVER 3 5/6" _-- _ OPENING-SEE STRUCTUAL DRAWINGS MTL STUD — -- -- (N) OPENING IN (E) CONC PANEL WALL _ (E) ACT CEILING +13'-('AFF +13'-00 AFF 1-- 3 5/8' X 18 GA METAL } STUOO 0 2'--O' O.C. ��++ -------- 5/�' EYP UD OVERHEAD GRILL JAMB AT CEILING DETAIL � V NOT USED ��� � MOTOR BEYOND BY DOOR SUPPLIER 5 — _ , � . �_ 1 OVERHEAD ,h (N) ACT CEILING +10'--O' Atr y -` COILING GRILL CONSULTATION AREA -' COILING GRILL � v�' ■ rte' ® � � I [N46 i ADN.n V.JKL OMC # I N B 0 BULHEAD +9'-O" AFF BULKHEAD ABOVE- - 10, — \� 3 5/8' X 18 GA ML7AL TS-3X3 COLUMNS AND T --- BULKHEAD ABOVE 6' X 18 GA METAL STUD 0 4'-0' O,C. JAMBS BY COILING DOOR STUD 0 2'-0" OC SUPPLIER. EXTEND 3 X COL 18 GA TOP do BOT RUNNER TO ROOF STRUCTURE do I 5/B' GYP BD OVER 6' MTL STUD 3 5/8' X 18 GA METAL PROVIDE VERTICAL SLIDING 5-S12 ---- 3' 1'-T STUD 0 2'-0" O.C. CONN. TO ROOF JOISTS. _ PAN SCREWS - CASING BEAD TYP i GRILL COILING GRILL do TRACK COILING GRILL +• T/0 COUNTER WD BLKG - EL= 4'-7' A.F.F. CASING BEAD BOTH I I~ .1 1 1/2' MTL FURRING CHANNEL I SIDES OF JAMB (TYP) 1 1 -- TS-4X4 SCO UNG COLUMN SUPP�CR. EXTEND 4 X 4 COL. TO ROOF 5/8' GYP BD OVER 3 5/8' - _ �"� STRUCTURE do PROVIDE MTTIL STUD — _ _-- - VERTICAI_ SLIDING CONN. TO _-� ROOF JOIST LLI it COUNTER h O GRILL HOUSING GRILL HOUSING WD BLKG BOTH SIDES OF JAMB CABINETS ABOVE 7' APOVE GRILL • FIN FLOOR � I I 4 1/2'' EL= 0'-0' - � • • WD BLKG ---- -`- - - -GRIL1 \ OVERHEAD COILING GRILL —BULKHEAD ABOVE LOW WALL--- CASING BEAD BOTH SIDES OF JAMB COILING GRILL-- 14 SECTION THRU OVERHEAD COILING GRILL OVERHEAD GRILL JAMB AT OTC 'IAMB o COILING GRILL 6 1Vr ■ T-0r 2 1 1/r ■ 1-0 -- 5('f0YC151 plc.I 1MXk"W,e a:u1l�.al�e 10'— WD BLKG TYP BULKHEAD ABOVE 07TS-3X3 COLUMN AND NIS HFJ►TH LINE OF OVERHEAD JAMB BY COILING DOOR • `~ SUPPLIER. EXTEND 3 X 3 COL ALAMMA CA ILL TO ROOF STRUCTURE do p� PROVIDE VERTICAL SLIDING 1� 0� 8 g - - ' CONN. TO ROOF JOISTS. OF 0 1-- A -PHARMACY LOW WALL 4X 14'S 0 8' O.C, 4. A� 1 zl G -LL----COILING GRILL AND GATE 1 a - - GRILL HOUSING ABOVE PROTOTYPE SET t � 1 i CASING BERG BOTH 1 t _ i SIDES OF JAMB (TYP) �- _- P97 i I _r ----�-. -,---.----.--- ___ .. T-_- _ 14 -2 AFF 1� JAMB TS-4X4 CO°L LING" WOR JULY 1997 PROVIDE BLKG TO 4'-0" AFF L SUPPLIER. EXTEND 4 X 4 COL 1 'TO ATTACH GATE • } - TO ROOF STRUCTURE do 3 5�8 x 18 GA METAL GRILL PROVIDE VER'TIC11L SLIDING STUDS 0 2'-0* OC CONN. TO ROOF JOISTS. FIXTURE PLAN F-1 12-08-97 EXTEND GYP BD TO I BOTTOM OF STRUCTURE 5/8 GYP BD OVER IDI'MIa91 sod wrillee M11e611 appealing 1,11114 601/111011 oliflill f 3 5/8' MTL STUD lad alpebliahed rofk of the Alchlfeel and may Not be dopliuted, L ' i OCATION OF W 1/2' PLYWOOD TO STRUCT i ► used of disclosed nlholl nlfhn coaseef of lie Aachilael I 1 5/�' GYP BD OVER 0 BE DETERMINE �- i r 3'-9w 3 5/8* MTL STUD MOTOR SIZE VI 1 / 3 5l x X18•GA METAL I W00 i DOOR HOUSING No. Dill blas (E) OR (N) SCREWS 0 STUD O.C. 3-S12 BLKG I ABOVE 26 JAN 98—WA FOR PON ANO` STRUCT _�--- — 6' X 18 GA METAL 2-X12 STUD 0 2'--0' OC % 1 -�` W10X30 STRUCT. COL.-SEE - ---- — PAN SCREWS -- _ l B J 1` STRUCT. DWGS BLOCKING o CONSULTATION AREA 3 5 8' x 18 GA METAL --------- �_ 15 — 3,4. ■ T.o. 5-5,2 STUB 0 2�_(' �C 3 O ✓ERHEAD GRILL JAMB BETWEEN H1c, AHF 1� . FAN SCREWS- �' PHARM AND OTC 1 yr ■ T-Or ------- -__ __-__ MOTOR BEYOND BY 4k_� DOOR SUPPLIEr? z COILING GRILL - - ---- -- -- ACT CEILING ( ACT I ©- 1 � m EL=10 -07AFF--f - - -_ - - — ACT CEILING —----- ----- B/O BULKHEAD AND I - — - --- - - ACT g'-0* AFF - � - - - - - SEE CEILING PLAN lYP � - ---- ------ _ 2'_D• 1 — 16 GA TOP do BOT RUNNEP CASING BEAD - -- COUNTER 17024-- 3 5/8 ' STUD CONT Prn,eef No — _-- SCREW TO EA STUD t PHARMACY PHARMACY SALES -----WD BLKG ---- - - -------- -- - - = - - scale AS NOTED -- 5/8« GYP BD OVER 3 5/8' DroviAg rill# PHARMACY MTL STUD BOTH SIDES -- t 3'-11"t i SECTIONS AND DETAILS--__ __— r H DIhIN fh f I'ARTI.AL SECTION THRU OVF_RHEA.D COILING GRILL SECTION ® CON T ss NOT USED 12 - _ - 4COLOMM _ CONSULTATION IIU}''18-1)1114 iT'w 9009 SW Hall blvd,0100 59 .�N 29 of_ .• w«w,.err.r+ e..M...w.,,..........w»,,..........,....,,w..•,.�..,.,.M,a:..,,.,...•..._..,.., _ .. ..�,,.««,«...,,..ter-. ........ IIr tel 111 i11 111(iII 1 1 111 ilk. ij1 II�III 111 IJT rlY rlr III Ilr 1 r III rel 1111111 11111!1 11111 111 11111!1 i VIII tj' III T 11 iIT iIT illli' 111 111 III�111 111 III 111 1111 , IF TIITF THAN IS LFT F. 'T LRGTHI. N IHiE NOTATION, IT IS DUF TO T11F', QIIALITY OF THE ORIGINAL DOCUMENT. Ig III III�IIIIIIIII�IIII I!Illilll�llll�llll IIIIIIIII II!I�IIII III�II f Illillllllllllllllllllllllllllllll�IIII IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIIIIIInIIIIsIIIHIIIIIGI nll�lni IIIIInII IIIIIIIIIIIIIIIIIII IIuIIIIIIIII,iT!i,Ti .111111�111,11111tillilln cn�nnllulluu 10) 9 n 7 F 5 ) ! 4 I 3 ( 2 (-l-') DEMOLITION NOTES _ T� Y I I ' I 350'-8 1/2' V-0 " 5 1/2'e , c0'-11" ' 44 -0 44 -0 44 -0 -- l 44 -0 44 --0 44 -0 6 44 -0 20'-11w1. CONTRACTOR SHAM VERY FIELD AND NOTIFY N I E DOOR do FABRIC FINISH � ( ) REMOVED" I ARCHtTEC' OF ALL DISCREPANCIES EiEFORE PROCEEDING • ' E DOOR TO BE WITH WORK. WATER SERVICE TO BE REMOIID dC RE-HUNG SO AS ----- (E) DOORS, LANDING, STAIR i TO PROVIDE FOR HANDICAP ` & BOLLARDS TO BE REMOVED 2• PhEVENT E-NT OR SETTI NT OF STRUCTURE(S). xa ,n I 1 I I ACCESSIBILITY I DESIGN FOR, PROVIDE AND PLACE BRACNrC OROL . _ -- - - 7 r L- -- - n - - --- _I _- -- - SHORING AND BE RESPONSIK FOR SAFETY AND SUPPORT 1 I M I OF STRUCTURE. ASSUME LlABB P FOR SUCH MONEMENIT, (E) WALLS dr: DOORS 0 FIXTURE � L j-�_ Dleeie Heath,AreAtUcl ' STORAGE TO BE REMOVED AS I ! 1 1_ (E) DOORS AND WALLS SETTLEMENT, DAMAGE, OR INJURY. y , TO BE REMOVED AS INDICATED 1115 Atlantic A+eew K -_ • J . - - __ _-_-� INDICATED ,,,�,�, y.. y --'v - y l` ___r,_.. _ - -- _ + - 3. CEASE OPERATIONS AND NOTIFY THE OWNER ANO ARCHITECT Ala•re de,CA 9<501 N � II I 1 I I I I 1 I IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS 10 BE Icl 510 665 6663 i II 1 (E) DRINKING L ENDANGERED. TAKE PRECAUTIONS TO PRWERLY SUPPORT Fes 510 US 1611 II II v 1 FOUNTAIN r I DEMO (E) CONC. WAIL STRUCTURE DO NOT RESUME OPERATIONS UNTIL o j ka LOCK-Up ---_ _ __ II II TO BE REMOVED I I ..��,.--''� k FOOTING V.I.F. SAFETY IS RESTORED. r` ^ REMOVE DOORS, WALLS AND _ I (E) DOOR TO BE I IO Lam I v I- I ASSOCIATED ITEMS REMOVED, RETAIN _ AS INDICATED I I FOR RELOCATION 1 I� F_ -7-1 4. REFER TO SITE DEMOtfl" PUN, SHEET--------- I ---- --- 11n > I I x I FOR SITE EQUIrh`1ENT TO BE REMOVED/RMACED REMOVE (E) URINAL I n ..�_J AND lmlffl' REIIISKNNS. J _ =A'L��Z L �.S�S a.'s_�- -q .-vl�F� AV Argw .A.I = �M ­==_ _= a / _ - REMOVE/RELOCATE 'IT _ E MARKERS TO INDICATE LOCATION OF DISCONNECTEI? � �� \� II \l✓� � 5 SERVICES. IDENTIFY SERVICES LANES AND CAPPING 1 it=�I --- REMOVE OR RELOCATE ALL (E) I I ---�--- (E) CAIJDY STORAGE / �� (E) BALER LOCATIONS ON PROJECT RECORD DOCUMENTS. '; II DUCTS, CONDUITS, SPRINKLER II TO BE REMOVED w II II LINES, CEILINGS AND RELATED II (E) RECEIVING AREA I 6. REQUIRED DEMOLITION FOR CONNECTIONS TO EXISTING II II LINES, ETC. TO MAKE ROOM FOR II REMOVE (E) DOORS BUILDING AND AU OTHER DEMOLITION SHOULD BE DONE IN M II II NEIN SALES AREA CEILING 0 13'-0'1 II (F) FITTING ROOM I tI MATCH (E) CLD. HEIGHT. - II & EXT. of INT. WALLS n REMOVE WALLS, PARTITIONS AN ORDERLY AND CAREFUL MANNER TO AVOID EXCESSIVE �/ PLAN II II SEE H (E) CLEC DOUG'S FOR I It REFER TO CONSTRUCTION I \�� CEILING CARPETING AND REPAIR WORK. PROTECT EXISTING FOUNDATIONS AND ® KEY PLAN • II II II I I \ ALL RELATED ITEMS REMOVAL. OR RELOCATION OF EQUIP '"OUENCING PLAN, �\ SUPr'WNG STRUCTURAL MEMBERS. PHASE D MOlA N N - -- __ - Com, -- SK. A[.Z^ � � `� IN ACCORDANCE WITH STRIK;TKIN SCHEDULE C.� N __�-__-___________ ___ ___________ __ _._- --- - _ ____ _ _-{�QORDlNAi�W�- - - �.------- ----- - -- .- - R'cFER TO CONSTRUC'1JN SEQUENCING POW, SHEET A2.7_.O. II - TARGET PRIOR TO I I CONSTRUCTION) I 7. PERF(RN DEMOLITION IN ACCORDANCE WITH APPLICABLE f 11 rr.' _./ I I_ I `\ \ LOCAL AND STATE REGULATIONS AND AUTHORITIES. 11 II _ REMOVE-E)) WALLS AND - II 1 -� i \\ 8. REPAIR EXCESSIVE DEMOLITION BEYOND THE SCOPE M II ALL ASSOCIATED ITEMS �/ 11 1 I i INDICATED ON THE DRAWINGS TO BUILD THE NEW WORK. N jl (COORDINATE WITH I lj I I I j REPAIR ADJACENT CONSTRUCTION AND SURFACES I II II TARGET CSR PRIOR I II I I SOILED OR DAMMED BY SELECTIVE DEMOLITION WORK. N I� TO CONSTRUCTION) _- i1 1 I I I MATCH EXISTING MATERIAL, TEXTURE AND CC10R AS �iTllTITll1T REQUIRED. I *� TT�TT�- 1 , 9. REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT II 11 Il 1 1 l LI L. FROM SITE UPON COMPLETION OF WORK, LEAVE SITE -- (E) ADJACENT I II 11 I II I I 1 IN A CONDITION ACCEPTABLE TO THE ARCHITECT AND BUILDING I II �I I� I I I THE OWNER. II I II I E•I---REMOVE (E CARPET WHERE (E) STAIR, DOORS do BOLLARDS - II -'-----{C) VC i FLOORING TO BE REMOVED I I I TO BE REMOVED II �I WHERE IN SUBSTANDARD CONDITION 1� I OCCURS (TYP.) 1 10. DO NOT BLOCK REQUIRED EXITWAYS. ERECT BARRICADES II I (TYP.) (COORDINATE W/ TARGET I i (COORDINATE W/ TARGET I RR •� AND TEMPORARY LIGHTING IF REQUIRED TO MAINTAIN II II CSR PRIOR TO CONST I!CTION) ' CSR PRIOR TO CONSTRUCTION)--� I EGRESS PATH OF TRAVEL 0 (7F� If II II I I I 11. DO NCT ALLOW DEMOLISHED MATERW TO COLLECT AND N II II II I - REFER TO SITE PLAN CREATE A r•dZARD. RDAM FROM SITE ON A - • Il 11 I II 1 j I 1 I FOR REMOVAL OF (E) REGULAR BASIS; DAILY IF REQUIRED. W I II L� _-_=--=-r_== z==��=-;=- r_� _- -__�- -_-1 `------- ----- --- _ _--- ---- ------ -- ----- AC PAVING, PARKING II I I CURBS do BIKE RACK 12. PROVIDE TEMPORARY WEATHER PROTECTION DURING Uj Arm m - - -•- -_. -- -,-____-_____ __ =z==-;- __--_.- , I 0 PROPOSED STOCK CONSTRUCTION TO PREVENT WATER DAMAGE TO it=-r ---- - - - - - �I ---- ---- - -------_-_-�_ _ -- ------- - ---- - -� I I EXPANSION I' II II - STRUCTURE AND INTERIOR OF BUILDING. I II I I t 1I 1 I 13. REMOVE/RELOCATE HVAC EQUIPMENT, DUCTWORK, ELECTRICAL AND PLUMBING LANES AS REWIRED. _j SEE MECHANICAL, ELECTRICAL do FLUMBING DRAWINGS. II II II 1 REMOVE (E FRONT SHELL I 1 II II II I OF FOOD SERVICE COUNTER • I it II I �I 1 FOR REPLACEMENT-----i I r 14. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL. NOT o II II ( I I 1 BE HELD LIABLE IF ANY ASBESTLS OR OTHER HAZARDOUS II II II I REMOVE (E CART BAY AND I I l MATERIALS ARE DISCOVERED DURINC CONSTRUCTION. THE • If II I II I FLO RING COORDINATE I I CONTRACTOR SHALL ISOLATE Tiff AFFELIED AREA AND lPC� II I I W/TARGET SR PRIOR I j I II II I TO CONSTRUCTION --- I --- E LOW WALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS fl► II II 1 ) I I TO BE REMOVED BEFORE PROCEEDING. DMN15 JI n N I I I I�D ___ _ . _.-__ -.r _ ._ - _.l__ I ____.� RE VE kE FLOOR MA1L _ ____ __- - I_ _ -____ __t _ 15. COMPLY WITH APPLICABLE LOCAL, STATE MID FFL'►`RAL/ - ALAMEDA,GC RDIW TARGET I I CODES AND REGULATIONS PERTAINING TO SAFETY lff 4!' CSR PRIOR TO CONSTRUCTI01�_---- - I I PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 7 CS N 11 jl I (E) CHECK STANDS TO BE I ----- (E) FOOD SERVICE AREA 1 i II 11 Il I REMOVED. (COORDINATE W/ REMOVE E) BUILT-IN I 16. COORDIk'1TE DEMOL(f10N WORK WITH CMI, M�CHANICAL, PROTOTYPE SET I I I I I SEATING COORDINATE r , M II 11 II l ELECTRICAL PRIOR TO I W/TARGE CSR PRIOR AND ELECTRICAL. CONSULTANTS AND DRAWINGS. --__-_-_-_=J� ` ---•-�---- - -__ _ _ _ _ _(.D�5IRUCMN _EQR.�QI?Lli NAL- -- --- T CONSTRUCTION) II ELF(TRICAL TRENCITING 0 P97 II I (E.) FLOOR)- --> II 17, SEE REFLECTED COLNG PLAN A4.2.3 FOR ADDITIONAL I-' PROVIDE OPENING IN (E) WALL DEMOLITION AT CEILING. JULY 1997 .__ _ . -.•..---- ,re�'� WALL_ FOR PROPOSED DOOR \( r II II -- _ I N ) GUEST SERVICE AREA I i fl ! II II I M 1--UR PHOTO I I / II - REMOVE (E) WALL 18. CONTRACTOR SHALL PROVIDE TRFINCHING OF FIXTURE PIAN F-1 12-08-97 II �i (E) COUNTERS Ac INTERIOR WALLS �J^I I IG AND DOOR AS INDICATED EXISTING FLOOR SLAB FOR ELECTRICAL DEMOLITION = II TO BE REMOVED AS INDICATED �I 1 _ Dtr.leps end n 1,en eeleriel eDpeule6loreie conrlitutr rriolnrl COORDINATE W/ TARGET � PLUMBING WOr.1� REFER TO ELECTRICAL DEMOLITION II II N COORDINATE W ARGE1 CSR I! I SR PRIOR TO CONSTRUCTIOIJ end unpublished roti of the Atchiloct ead.ey not he depticsted, - II II M PRIOR TO CUNSfRUCTiON) I I ) PLUMBING DEMOLITION PLANS. used or disclosed tilhoel vrilles consist at the Architect I II h REFER TO STRUCTURAL DWG'S I M I! I I� /' FOR PROPOSED FOOTINGS IN M - (E) PUPI.IC TFLE:PHONES I' I m I `- - ) SECURITY 19. REMOVE ALL EXISTING FIXTURES, EQUIPMENT, STANDARDS i- j EXISTING SLAB do ATM MACHINE TO BE I I I REMOVE (E GYP BD AND/UR BRACKETS, VALANCE LIGHTS/LIPS AND -- - ) STORE FOR REIISI. AS DIRECTED ETY CSR. B �� --- REMOVED FOR RELOCATION FURRING WALL TO INSTALL 26 JAN 98 ISSUE_FOR FERMR M1Q BID - - -- �� •. r. :..� a,�. �.- _= - ====.i.�-_-' tet •� 1- - (N) FURRING PARTITION - C1 W% GYP BD OV/PLYWOOD VIF 20. WHERE PLUMEIIN;; OR EQUIPMENT LINES ARE REMOVED, -_ _-- _-- REMOVED AS SHOWN � � ��� 1 - �' r- . � CAP LINES ABOVE CEJING OR BELOW FLOOR IN - ----- ---- - - ----- --- * (E) WALLS DOOR TO BE I l t t I . ___-_______ ___� - - - \ _ jl , l r - -- __--_-, SAWCUT do REMOVE (E) CONC ACCORDANCE WITH STATE AND LOCAL C0^E:;. -- 1 OPENING TO BE CUT IN (E) CONC. PANEL -- I( -- SAWCUT do REMOVE (E) WALK - - l WALK ,0 AS TO PROVIDE FOR REMOVE LANES ABOVE CEILING BACK TO MNN SOURCE - 11 - � ____�J (N, STOCK ADDITION AS DIRECTEII BY CSR. STORE FLUMEIING FIXTURES N N l WALL FOR PHARMACY EXPANSION ONCE _ _ � TO PROVIDE FOR N) FOUNDATION I I ---. __ r , S1T2UCTURAL FRAME IN PLACE-SEE STF�l1�'T. 6WG. - � � �--�- ��" -- I) AC SLAB 0 PHARMACY P.DDITIOM _ I I OR EQUPMINI FOR REUSE AS DIRECTED EIt CSR. (E) MEN/WOMEN RESTROQMS SEE PLUMBING DEMOLITION PLAN, SHT -- - - - - - - _ REMOVE (E) CERAMIC TILE - do FLOORS 21. REMOVF FROM WALLS, FLOOAND COUWNS ANY D 0 WALLS ------------ ---- _ do TOILET PARTITIONS MATERI4lS OR FINISHES CONFLICT WITH PROPOSE - I NEW !•1NISHES. PREPARE SURFACE FOR NEW FINISHES. NOTE: All EXITS TO REMAIN ACCESSIBLE �--_� _�LL__4�_ _:__: (E) MTL COLUMN COVERS E SIDEWALK TO BE � -`�`-� TO PUBLIC DURING DEMOIJTION do - I » » I I » I TO BE REMOVED SAWCUT SO AS TO 24'-0 20 -0 22 -0 22'-On 22'-0" 22'-0 _ 20'-1 12. PARAPET do ROOF CRICKETS TO BE REMOVED 0 CONSTRUCTION. SEE DEMO NOTE X10, TVP. - -- --- ---�f`---- - �-------�1' FOR REPLACEMENT PROVIDE FOR (N) i 152 -4" � E SW CORNER OF BUILDING TO PROVIDE FOR - ---- ---- WASTE LINE CONNECTION �-� - - ADDITION - REFER TO ROOF PLAN SHEET A2.2.3 TO (E) UTILITIES (4.5� 4 ) 3.5 �3 , �2.5� (� �I 23. CEILING TILES SWILL BE REMOVED/REPLACED DEMOLITION FLOOR PLAN _ �-' �-- - A5 REQUIRED - -- 1/'18• 14r 24. EXISTING INTERIOR r)'?OR TO BE REMOVED AS INDICATED BY 4.5 4 n3.5 3 (2.5) ( 2 ) C1 I N ------t------20 __ -12$ -10 1 2 - }---- pt,lett No 17424 I 201-011 221-0" 22'-0" 22'-0" 22'-0" L2C 10 1/2" --- - - LEGEND __._ - ( B ) stele 1 1 b'" tlr INC EXISTM; CONCRETE ore•iey Luh - DEMOLITION_ _FLOOR__-� 1 WALL PANEL PLAN EXISTING WALL nwrchta w#wm iIBM TO REMAIN '. MEZZANINE Z Z AN I i�E P LA_ N --- - =-�- _ 1 __- wi Ir. - 2 _ _ EXISTING WAIL I - 1/16' = 1-O" I I ____ _.___ TO BE REMOVED �. NO WORK THIS AREA N A4,, ,18 A �, e [41-11198-11.1U/4 9009 SW Hall Blvd,0100 • ..��. .�� • �' ��I nr�•• �� �"i+S'la.'".IY x. dam,+,'6'-- .e 30 of 59 - •- -•- ..,r„r ryMlrM+r,..,+1,ea,a,wiaw..w:,.,...wr,ar•wsrrw+ •a: uaI�1 ..., •p ilr Alf Ill Elf Ell III f f III+III iIf t I III 111 1 IP Alt III I 11111111 III 111111E 111 111 I I III III ill I I Ill Tll Ill 1 1 1Jr1T11 111 1 I.fll 111 111 111'111 111 111 1 II .. � y IF THIS DOCUMENT IS LESS I I i I I 1 I I 1 I LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF "•3e THE ORIGINAL DOCUMENT. TT --LL S�Z �LSIL TL OrL 1 8LT 91 4iUiRiyI ii I 8 Lr9UIU 9II Illtnt II l ILII IIII�IIII ILII ILII Inlluu 10 9 8 7 066 5 4 r3� 28 A2.4. 2 , \ 0, cu. _9 0.8 0.7 0.6 1� 0 ,24'-8 1/2" -- 350'-8 1/20 - __ 62 - All 1 2" 74'-0' 5 1/2"_! 20'-11' 44'-0" 44'-O" 44'-0" - 44'-O'---- 44'-0' 44'-O" 4'-0' f 20'-11' 4" 14'-8" 34'-0 1 - 11 1/2" PO - CIRCULATION (E) ELECTRICAL ESC I I 11 1 -ITWATER tottx - 18 -7" - - 25 -5 _ ARCHITECTS '•1^• �� �� �� .�� y� �� - - �- _ _ _ _�. ems. •� �� �" •-�ERVICE _ _I I _� A\�1 � ct� . . 151134 165 � GUEST FIXTURE jI 02. r,, I I I t 1I !1 5 AI antic Avenue STORAGE '�, 143 RESTROOM STORAGE I I 3 1e5 ,K 142 K - - -- - - - - -- -.-- - - - -- ----- - Aialeeda, CA 91501 102. I 02. 510 865 116 S1' � a I I A412.8 (E) NIGHT I (E DAY (E) EMPLOYEE I I - - - ---- I MAINTENANCE MAIN NANCE I RESTROOM I I J.8 __-- '� - �,w ,43 - (N) COL, SEE STRUCT - -- W1 `04 �ll COW SIA6 TO MATCH I STOCK - - -� i� Fl-497 'C' I I - E SALES FLOOR, TYP - --/ 1 _ SEE STRUCT UWG'S I ___t l CO - -- --� `.: I I `°1 H.2 (N) COL, SEE STRUCT I N I (E) CONC L�--�f 130 KH PLM �1 I _ _ X �' H.1 N H �� I 1 U 11 - - -- ,� H - I I 1 - r- - - -I I 1 rn "� I I 1 i I II 7"T i� I I I COB BALER b : I •li� o f ! I I 130 I co ^� C%4 �G 1I I 44'-ll I--Jr ---1 HC 1� r I MFTL 131 131. 31. b �1 I I I I 1 �7 71J II I I 1� t j Ft I 102.oG - RECEM t Ir-13-1131. I I SALES i I��� � I ---'�- � .10 b � I 1 ��, � ' 1 I I 31. �1. 31. 31. 1 ® ILL�t� I ® � pn N AT EACH ACCESSIBLE FTITING_ROOM PROVIDE- 1. FULL LENGTH MIRRORS AT LEA.cT 18" WIDE x 54' HIGH ---- -r_ _ -------- ---- -- -1 ------- -� _ - - - - F � • . I 1 THE BOTTOM OF WHICH IS NO HIGHER THAN 2Cr I , FROM FLOOR, AND CAN PROVIDE A VIEW TO A PERSON o b I I I I ON A BENCH AS WELL AS STANDING I I PROVIDE PORTABLE' FIRE Fn I EXTINGUISHERS, SEE 4 A4.3.1 2 2. CLOTHING HOOKS LOCATED Il HIGHER THAN 48" ~' PIAN NOTE 12 ABOVE FLOOR I ADDITION 'B' 1 3. A 24'x48• BENCH MOUNTED ON THE WALL ALOi:C i ; I THE LONGER DIMENSION OF E BENCH, - rT-�--t�'-- TtrE--Ft wf--A--ct� SPACE oE --- ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PI RAL-LEL TRANSFER ONTO • THE BENCH. THE STRUCTURA4 STRENGTH OF THE BENCH b AND ATTACHMENTS SHALL COMPLY WITH SECTION 1115B.8.3 6 SS COL BOISE WRAP I I A4.4.1 DETAILS, TYP I i I mfwy,CA "_j -�DD �D )- all 14'-0" 6'-8" b PROTOTYPE SET b M� PI 1 - - A4_i7 �-- 7 3'-5 . 147. ---- 1 P97 102. JULY 1997 C -- - r --r _ �_. _ _�_ 1- I FOOD SERVICE 1 SEATING �7 OC�I I b STOCK I ! PXMIRE PLAN F'-1 12-08-97 ! I 124all I I ADDITION 'A' - - PHARMACY I -„ A1.2.1 b SALES I I � �_--_- -- _ - I tq � I j Oreeinps and ennen Tsurui eppear;np n$rela conslltute Gripe; b; and anpu$Irsfled core of The AvcAitecl end may sol be Wheeled, 1 FOOD PREP/ �, I 1 used or disclosed r;leoel eimee coesent of the Architect Mm - - - - - PHARMACY ROOM 123 - FOOD SERV �t No. Dele Issue PHARMACY TOILET i 1 c 12 STORAGE I I 126 126 26. 26. �2� I r„_1t4 _ _ _ - _ _ _ _ „_„ _ _� l 11 t2o m I 26 JAN 98 -ISSUE FOR. PERMIT AN 810 B I - - -- -= _ _ - - - - _ LLE 1N�- �- - - I ' ' 8 07 AUG OS .­-F I - - F26. [ �� _I GUEST ,ia._ • ` I ----- - - - _ E STORAGE 125 1 SERVICE �, O n n n n r1 1 114 I I O - - 127 � -- --- - --------- - • - - A2. I I t 1 r - - 55 BENCH INSTALL I - - ; » " BY GEN CONTIR �.. 03 --- VESTIBULE ' �1e A4.2. �+ 147 I a0 2 1 ----- - � t N I ,� '-_ 1' I 25 - � 22 -4 -10a._ g SEE 20/A1.5.1 � � �--- - ---=� �- -, tot I I � � _ � A.2 . ___---�-�----- -- -- ----� � oft ----- - w - -- - -- - �- -� --- ------- --- 125'-3" �.__ _ __ _ _ _ - - - - -- - - - - --. - - - _ -- - -- __ - - - -- - 1 - - - - - A A - - -- - - --- -- r_._ _ _.. _ O O C7 - - �ra>Meri� 7.9 7.6 (�6.96.61 1 24'-0 20 0"� I 22'r 22 0 T 22'- 22'-0" 1 20' 11" - 1'-6 - 36'-11" 36'-0" A2.2.1 I _ FLOOR PLAN A4.2. A -------- ---- - - -.--- - __ - - --------- --- k -- _.._-- 1 152'-4" _�-_ _� --- - -- r I SYMBOLS SEE DRAWING N0. A0.0.2 2.5 ( 2 1 0.9 0.7 0 - PLAN NOTES - - _ - ---- -- _ - - 4. THE CONTRACTOR SHALL. MAINTAIN ALL EXITS, EXIT LIGHTING g, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN All 1. THE EXISTING CONDITIONS CONTAINED IN THE CONSTRUCTION FIRE PROTECTION DEVICES AND ALARMS IN ACCORDANCE p 12. PROVIDE PCRTABLE FIRE EXTINGUI"r1ER(S) WITH A RATING OF 17. REFER TO SHEET A4.1.1 & RESPECTIVE DEMOLITION PLANS 22. MASONRY OPENINGS (MO) ARE NOMINAL DIMENSIONS. PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS -- DOCUMENTS ARE BASED ON EXISTING DRAWINGS. ANY WITH ALL APPLICABLE CODES AND JROfNANCES FOR THE I NOT LESS 1HAN 2-A WITHIN 75 FT. TRAVEL DISTANCE TO ALL BY MECHANICAL/PLUMBING & ELECTRICAL FOR DEMOLITION 17024 DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL SHALL BE SHOWN ON FLOOR PLAN. IN CASE OF INFLICT, POSITIONS CF STORE. THF NUMBER, TYPE & LOCATION OF WORK TO BE PERFORMED. o,$ct No. FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S EN11RE DURATION OF THE WORK. NOTIFY ARCHITECT BEFORE PROCEEDING. FLOOR PIAN BY FIRE EXTINGUISHERS WILL BE DETERMINED BY THE ARCHITECT SUPERCEDES OTHER PLANS. ALL DIMENSIONS Seel$ 1 16" 1'- T . ATTENTION BEFORE PROCEEDING WITH ANY WORK. 5, ALL SAW CUTTING AND CORING LOCATIONS SHALL BE FIRE MARSHAL AFTER CONSTRUCTION IS COMPLETED 18. REFER TO SHEET A4.2.3 FOR REFLECTED OVERALL CEILING L ._ _.._ MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL tLLOW BUT PRIOR TO OCCUPANCY. PLAN. A I DOCUMENTS AND VERIFY REVIEWED IN FIELD BY OWNER'S REPRESENTATIVE AND FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, Billing -- 2. THE CONTRACTOR SHALL REVIEW ALL DOCU STRUCTURAL ENGINEER PRIOR TO CUTTING ,ORING. 19• REFER TO SHEET A4.2.2 FOR OVERALL FLOOR COVERING PLAN. -PLAN ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM CERAMIC TILE, V.C.T., ETC. - - } THAT WORK CAN BE BUILT AS SHOWN. ANY CONFLICTS OR 6. "lYh' MEANS THAT THE CONDIT;ON IS REPRESENTATIVE 10. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND 13. REFER TO SHEET A0.0.5 FOR FINISH SCHEDULE. �- - - - - OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE 20. PROVIDE FIRE-RESISTIVE BLOCKING IN PARTITIONS AS REQUIRED OF SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE DOORS FOR RF.VILIN BY THE OSR PRIOR TO ISTALLATION FOR WALL MOUNTED ITEMS. e�seteen�aeelvs,w�wt+wo ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMANCE OF DETAILS ARE USUALLY KGYf_D AND NOTED "TYP" ONLY REVIEW WILL BE FOR DESIGN INTENT. SUB-CONTRACTOR 14. REFER TO SHEET AO.0.6 FOR DOOR SCHEDULE & TYPES. THE WORK IN QUESTION. NOTED, 0N'CE WHEN THEY FIRST OCCUR. SHALL. COORDINATE AND VERIFY ALL CONDITIONS TO 21, INTERIOR WALL & CEILING FINISH FLAME-SPIN ?ATING SHALL ENSURE PROPER FIT. BE AS REQUIRED BY CHAPTER 8 FOR OCCUPANCY GROUP M. orr►ie�Ile, 3. WHEN THE CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS 7, 'SIM' SHALL Mt-AN COMPARABLE CHARACTERISTICS FOR THE 15. REFER TO SHEET AO.0.8 FOR PARTITION TYPES. NOTED ON PLANS WHE'"L_R IN CONTRACT OR NOT IN ENCLOSED VERT. EXIIYJAYS SHALL BE CLASS I (FLAME SPREAD CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION 11 COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR INDEX G-25). DAMAGE TO THESE ITEMS. ON PLANS AND ELEVATIONS. REFERENCE DIMENSIONING. VERIFY EXACT LOCATIONS IN 16. REFER TO SHEET A1.3.1 FOR EXTERIOR ELEVATIONS. OTHER EXITWAYS SHALL BE FI-AME SPREAD CLASS II (FLAME SPREAD d. 'ALIGN" MEANS 10 ACCURATELY LOCATE FINISHED FACES IN FIELD. INDEX 26-75) AND ROOMS OR AREAS WILL BE FLAME SPREAD A4s2sl -- BUNys-uoia THE SAME PLANE. (LASS .II (FLAME SPREAD INDEX 76-200). ) R 9009 SW Hell Blvd,N100 SPRINKLE EXCEPTIONS OF STEPPING IN WN I CLASS MAY HE UTII 17FD . s 31 of 59 • • - T I 111111 I I 1 I I._.I l i l l f l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 I I III I I I f IF THIS DOCUMENT IS LFSS T III f "I 1 III I I III�jI�I III 1 1 III I I III t l 1111 1 III III III�I�I III I I III I I III I I III I III I I III I I III 1 1 1�1 1 1 T�1 1 111 I i I III I I I L I III I L I I r // / LFG7BLF THAN THIS NOTATION. �_ .-- ---"�- -- � - -1 -„1_ I G I --1�- I -- _ �'L. � � I 1� ( �� tJ� !IQ� 1 IT IS DUF TO TNF QUALITY OF No.9e &r. TH;. ORIGINAL DOCUMFNT. E 8 L B L L� S �L 11L OCL 61 R�I Lei of 9�t 6 i 61 11 i i i 1 8 L 9 IIIII IIII�IIII ILII ILII ILII IIIIIIIII IIIIIIIII 1111111111111 II IIIIIIII ILII IIIIIIIII�IIIIIIIII�IIIIIIIII ILII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII IIIIIIIIII1111 ILII 1111 nil 1111 Inlllnl Illl111 IIn�IIII IIII�IIIIIIIII II T n null, ullllnlHlllnll nnlnn nn ILII lnllull 64 • GENERAL FLOOR COVERING NOTES '"44. NEW BLOCKING TO OCCUR ONLY WHERE LOCATIONS HAVE CHANGED FROM EXISTING. Y. VERIFY WITH CONSTRUCTION SITE REPRESENTATIVE. 10 9 8 � 7 6 ) " / ` 4 \ y l 2 1 0.8 0.6 0 MINIMUM WIDTH OF FOCAL IS "1 T , 17'-10", MAXIMUM WIDTH IS 19'-10 . ARC9ITEC f Q AT FOCAL - 2 X 4 VERTICAL 5 I I I BLOCKING TO W-60 A.F.F. OR Dennie Nellh, Archll/cl A4.2. SURFACE MOUNTED PLYWOOD 1115 Allenllc Aernur TO WIDTH OF FOCAL. Alsimadl, CA 94501 '' I' Tdl 510 865 8663 -■ - -_. o. I --- AT FITTING ROOMS - Far 510 86 51611 , 1 I » age" - rum v 1/2 • PLYWOOD TO 8'-6• UNDER FROWN �� __-- ` i+ I 1 �; 1 2 TYPJ;8 5/8 SHEETROCK AROUND INSIDE A4.41 � PERIMETER OF FITTING ROOM. _ t iman b 6. AT T-WALL - 1/2 ' PLYWOOD TO •... __ __ _ RF-3 I 6'-60, FURRING STRIPS ABOVE UNDER 5/8 SHE . ,,OCK ON SOFTLINES SIDE AND END OF I T-WALL. cy F i,l I AT HARDLINES WHERE BLOCKING IS NEW: 2 X 6 HORIZONTAL BLOCKING 0 6'--6' I I _ -- - AMI _. __ - _ t AND 7'-6' A.F.F - I T-_____- _ _ __ -- - -- - - ------- - --- • �D - -- Rl - - r--- fj : I '- I ■ FLOOR COVERING LEGEND KFY PLAN ! I � -- �"-°'-- -- -=ice'-, ■ H.� CPT-I-,, < I �` ' \ • nr h'F ! ) ! `CPT-2-.-.\ I , CPT-2. T- ,I r- T-7 -� II- \cPT-1� (,H CPT-1 I .L� �I �f I I COLOR: GRAY CHECK RF y i ., I -- I ! I Fez i SUPPLIED BY OWNER CPT-2 ,- COLOR: CHERRY RED GRAPHICS � I G1 SUPPLIED BY OWNER I I - RF-3 ! o RF-1 COLOR: COOL WHITE CPT-1 I�`"1 - - -- - - -- ��_ - L--:'-7J-- -___ - GSUPPLIED BY OWNERC� V RF-11 - I CPT- Y a � I n RF-3 '' 30'-6' I 14 I I' I I COLOR: RED 4 I I I e� SUPPLIED Y c, LED 8 OWNER LU ! �CPT-2� �` , 'lrr r .I `TFT-1� I o ■ �f f --CPT-2-, I Ll"k�. 11_ v ■ CT 1 �i ■ CERAMIC TILE .... c I I _ - 2'-0• 2-_0. 1 � 2 TYP c SUPPLIED BY OWNER 1 0 ! TYP Tyl= . A4. 1 SEE ARCHITECTURAL DOCUMENT RF-1 - l , FOR TILE PA1TFkN I _ i ■ + _ - i ' )1 ' " I GENERAL FLOOR COVERING NOTES (\ I R(� 3 RF-3- --- Rf7-1 - ' CPT-1 l CPT-1 -) I ` ; 1. •••• SYMBOL INDICATES KYDEX LOCATION SEE PLANS, • ELEVATIONS AND SHEDULES FOR ADDITIONAL LOCATIONS ( � 3. ■■■ SYMBOL INDICATES SPECIFIC R8. - SEE PLANS, G► ELEVATIONS FOR ADDITIONAL LOCATION. Aew� _°D `'• 7' 59'-0', - al -2• s'-o' 7t'-s• �,_ F' 1 ,_ 6_ I CONTINUE RB 6" BEHIND FIXTURES 0 SANS FLOOR q - 28 0 0 = 34'-1' V� T i I 2. ♦ SYMBOL INDICATES WALLS THAT RECIEVE BOTH KYDEX PROTOTYPE SET `t�PT-1 CPT--I- �_CPT-I­�i,� -- RF--' WAS!SCOTEX DAPPLIEDRTO�WALLS A D TCORNERS SHOWN. USE __ -- _ _ O BE 48" HIGH I _ - - ---1 - _ -- - -- -- - --- - _ - --- ---- - PREFORMED CORNERS W/ BUTT. JOINT. P97 c I JULY A4.4.1 � 4. FLOOR FINISH CHANGES OCCUR AT DOOR CENTERLINES J 1997 TYPICAL SEE AO.0.5 FOR ADDITIONAL FLOOR FINISH INFORMATION. FIXTURE PIAN F-1 12-.�-97 R F-� - 3 5. ALL FLOOR FINISH MATERIAL SHALL BE COORDINATED WITH OWNERS I A4.2.7 STORE FE URE LAYOUT PRIOR T INSTALLATION. ;rerinpe and rrillen meleriei eppeerinq Ureu eoretitrle oripleel R- RF 1 --, I K.-- RF-1 ,. � �i R1 + ~ ! i -- -- -- - - -- - -a - - - ---- r�-W. -- -- --- y - -- " , ` - 6 DO NOT APPLY JOINT SEALANT UNDER CERAMIC f1LE U6d u0eulliceeed r,M of the AI ckitect And MAY lotbedeplicrled, . e r e o r e consist o r r �( d d t ed th rl tU e I I the A eh tecl __ '".-'�' t2s-2• 1 ! 1 O C 7. ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. ,per No. We - _ Ireu--- -- -- #Icll j 1 $ �" I _r 1 ' 1 - - - I 8. ALL CPT, Pr, RB. CT AND MT. ARE FURNISHED _ 26 JAN 98 ISSt►E FOR PERMIT AND BID M I PROVIDE RB BASE I I +*� ' �� �. „r 1 I 1 I BY OWNER AND ARE INSTALLED BY GENERAL CONTRACTOR. AT ALL SIDES GRILLE I I 1 Fm JAMB ENCLOSURES I 1 } i-- 63 1 I - I FLOOR FINISH SHOWN ON - - SALES FLOOR ARE Q�ANT'i11ES LJ _ ` I r. . . �l ---- 1 - SUE - - - - - - - � -- � - ■ ■- t Vtr -err• r 1 -. _ TO BIO INSTALLATION. TARGET STORE PLANNING WILL IS __ " -' DIMMENSIONED FLOOR FINISH PLAN FOR INSTALLATION • - -�' ■ �T --Y- - ■ ■ X I ' _l I � - `c'� -~ I 9. CONTRACTOR OPTION TO NOT RECESS TILE AT TOILET ROOMS. - - - --- --- - t I I RIAI I ,f�1 l I I PROVIDE THRESHOLD AT THE TILE TRANSITION. - 1 , �w i � - _ , ----------- - - ---� A4.4.4 -_ - ' 1 - I 10. VERIFY DIMENSIONS AND CONDITIONS - NOTIFY - --- - -- - --e-- L I TARGET CSR. - - A1.2.4' \ --- -- ----- - 11. ALTERNATE USE OF THIS DRAWING MUST BE APPROVED -_- ---------- - BY TARGET CSR 12. ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED, I 13. PLYWOOD USED FOR BLKG. IS SHOWN IN PARTITION TYPE. AL 7 BLOCKING KEYNOTE IS USED TO IDENTIFY. LOCATION AND _ - ------- --- r -1 SIDE OF WALL - NOT TO INDICATE ADDITIONAL PLYWOOD. ( 5 (4.5) ( 4 ) (3.5 'I ( 3 ' 2.5) 21 14. HORIZONTAL BLOCKING IS NOT ALLOWED ON THE r ,rcl 01 17024 SALES FLOOR ABOVE THE TOP OF THE FIXTURE 12'-O"AFF. --_-- -� - -- 15. ALL SALES FLOOR COLUMNS RECIEVE STAINLESS STEEL. BASE. y 1��- yif - SHOWCASES: 20 NO RESILIENT BASE AT COLUMNS -6 , _ FLOOR COVERING PLAN ! v 1 "■ FLOOR COVERING 1 _ 1. CARPET SHALL BE INSTALLED OVER A4.4.1 VVr 14r RESILENT FLOORING AFTER SHOWCASES -PLAN r -ARE SET 2. RB SHALL BE INSTALLED 0 �+�ae aveer i SHOWCASE PERIMETERS ` i N SYMBOLS SHOWN REFLECT AREAS OF REMODEL ONLY. ArlrlM�� REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION , >. i 8-007.4 e:R y009. sw►I;,u r1n �---- • 32 of 5q 1 ..,.,,, e... ,.. ,. ..a,..i.w........•...........,,.....,...,...,...,.w.�.....w,..,....:.,.......-...r-...,..............w..,......».+m...w..,..........,....,...,...........+.....n.....-....�..,...... .,«.......r.........-...,,..:..,.,.....«...:.,.-rw.nn.owan»....wr.........,,»,....u..a..en.�....w..,.»...n.-�+w,,..n..,...,s.o::a...l....wer. ". _ --- _ .-. �Ma�+.�..-.........,.,..._.. ._,._.,sem--w..na..�G:.z.-�wwitv9^ '�.at�rr __ .H ,,.,. w.,:a:w•s: w+w.+ ".:r.wnvwn+•7w+r w'1�II�rw IF THIS DOCUMENT IS LFSS 111 llf III III III III III I I III III III I I III III 111 111 111 III III I ! 111 111 III III III 111 III I ! !II III III III T11 111 111 11T 111 11 '1lllil! III III III III III !11 I I I ' 1 � I I I I l I l I I l i l i i 119 ( 1--_� ____1 _ J LEGIBLE THAN 'I'}{IS NOTATION, - I JL_.._--I--. -�L �� E-- -I- _ I1-_--�_� U 1r IS DUF To 'rHr• cTunLlrr of - -- - t Gust /b Im THF ORIGTNAL DOCUMENT. 1111 E RE � ] -"T91111I 11 �� !I o� �eJFf-mlm r�VIII 11111111 I1111IIII 1111111i ll II!I�IIII Iill�llll IIII�IIIsllllll�llllllllllllll IIIIIIIiI 111111,111-11111-ti-11-1 111 IIIIIII1IIIIIIIIII+lllllllll1lll1,11111111 a ,,l-IIIinIIIIII�III�IeIIIIIII�111uull1l111tlF111111111 F1111111IT1111111111 Fi�,IiITIIIIIII!�;Ii ... 10 ( 9 8 7 6 ) (5> ( 4 ) 3 2.8 ( 2 ) ( 1 ) Q9 0.8 0.T 0.6 0.1 0 424--8 1/2" Y -- -- - --- / -__-- - r 350'-8 1/2 - -� ----- --- - - - --- -- -- - T r-1'-0 1/2' 74'-0" 20'-11" 44'-0" 44'-0" -� 44'-0" i 44' 0" - 44'-0" 44'-0" 20'-11»- 22'-4" 14'-8" --- 34'-0_1/2" 11 1/2- 20'-111" - -t----- - - �- --- - --- -- - - -- -, --- --- - - -- �- - ESC (E) EMPLOYEE I -0 I N t. E) NIGHT I E DAY �ESTROOM 18 -7 25'-50 (E WATER MAINTENANCE ( � 16t ,�--- - A4.2. t MAINTENANCE N EXIT SIGN A4.4. I � ' LO j ERVICE I � I (1� - O ._ l -.�-_ ..1" _ - -- - - . -- - - -- (N) DR4-T $TOPS STORAGE CIRCULATION - RESTROOM 2 Dotal$Hufl,Arcliffel FIXTURE � I I '�''' ABOVE TW tes u1 c� E f CT ICAL ` � L� STORAGE A tll� Alitnlic Areaua SEE 2/A4.4,2 FOR © I O I ?; [4s) 2 _ - - r..• - � AteAedt. CA 91501 (jK N _ - - - - - GMD-AN&i-- (N) CEILING (N) ACT-1 TYP (N) SPRINKLER 0 ►� I TO MATCH (E) 04 I HEADS TO MATCH (E) - I - TYP VIF PATTERN 0 SALES -__-_ _. _-- FLOORN - SEE NOTE 22 - _ f_ . _ _ _ I - SEE ELECTRICAL AND MECHANICAL DWG'S FOR MORE fNFO - - --------- ------ - -- 1 + if k , r PROVIDE SEISMIC BRASING 0 (N) CLG- -SEE DETAIL 16/A4.4.2 ' I _- �' fi H2 N I I LIN 1 I I �- N M BROtk1 .6"-LlI r I� I H.1 KEY PLAN (E) ACT, VIF -- Q E - - I I I I I N H I I A9A1tEp - i r 1 � O o - {- 1 - I - I COMPACTOR I ao GZ 1 1 F *t BALER �`' I I RECEIVING 7 - G LG }- - _/ 1 r _I l I L_ AJ 20 l ; u i SKYLIGHTS TYP UNIT HEATER o� GET SEE DET 2/A2.5.2 SEE MECHANICAL I AR - SEE ROOF PLAN A4.2.3 DWG'S - cc1ly U> I FOR D!MENTIONS �- I I I I F U} ' + ...• It 1-tt fl STOCK M iE - I ADDITION M tI � + I I - 14=7 ( E - - • l MODIFY--(E) LIGHT AXTUR T - MECH AND SPRINK R P RV o I I -}- AS REQUIRED FOR(N) GGERED .I 1 I ;� ( TIG T S A5 I I LAYOUT,TYP M H� M ppb _ l . Fill Iiih - � 1. + _EL 2 4- ; o PROTOTYPE SET t I 2 :rPAM I A4.� P97 ffff `� I I r _ II JULY 1997 NIn►-+,IAI«-'111..v-- --�T""'.-Tw �- .r- .,.+.Ir •..r .w,rr I� H I ( 1 .ac FOOD SE ICE FIXTURE PLAN F-1 12--08-97 Y ING Drawings and wrlittio material appearing hereto constitute orlgioal RE.P I 124 O and unpullnled work of the Architect and may not ho dI its ad, O t I 4 ( :sod or disclosed without wrilfln coastal of the Architect STORAGE j + _ _ ,'H;" `� r•' I20 No FOOD SERV OIU Iltlt i ,-l-�.�. ,1.+,. ..� i - JAN_98 ISSUE FOR PERE wlff_AND -81 l ; r. '' i _ .� r.. ,' r --PHARMACY I -- WOMEN o : (E) 5TORAGE TOILET I 110 ' - iv _ _- -- --- ----- 4-4-f - ----_ -- 00 __.___. I I (E] EXIT SIGN, J PHARMACY I `- ° tot ° F - I PHARMACY I \� I T I (E) CASH I` - N �, i VI tee SALES 4 � I J A2.2.4 - -- _- -- - » tas �, ,�OFFICE 0 0 0 0 o I 125 -3 t .. __ __. �__L �.-...,. (E) EXIT SIGN, F i -- - X ° - (E EXIT SIG V1F-�-- > -- - i I .r 7.9 7.6 6.9 6.6 A4.2.s I SERVIC I i(E) EXIT "LGN, VIF- A4.2.5 -----.- �i I rn 1 M 1 r I 1 N 1 r I 1 11 I " 1 r 24'-0" 20 -0 22'--0"_ _ 22 -0 22 -0 22 -0 20 -11 - -6 --36 11 36'-0' REFLECTED CEILING PLAN - - --- _ _ +-_- _ _-- _-- -_- __ ; - -- 152'-4m 110 V9r as 1-4r N 5 ) 1,4.5) L4 � (3.5) 3 (2.5 ) 2 ( 1 ) 0.9 0.7 0 ----- _ - _ CEILING NOTES -- 1. IF CONFLICT SHOULD OCCUR ON CEILING LAYOUTS BETWEEN 6- ALL SPRINKLER LINES TO of INSTALLED AS CLOSE AS POSSIBLE 11. ALL CEILING ELEMENTS TO BE LOCATED AT CENTER OF 18. INSTALL NEW DRAFT STOPS AT NEIN SALES FLOOR AREA MECHANICAL, ELECTRICAL, OR OTHER ENGINEERS, THE TO DECK ABOVE. C'__ILING TILE, U.O.N. AT 9000 SQ.FT. MAXIMUM AREA NO HORIZONTAL DIMENSION 'rolecl No 17024 ARCHITECT'S PIANS SHALL GOVERN. SHALL EXCEED 100'-0". SEE DETAIL 2%A4.4.2. A. ALL EXPOSED CONSTRUCTION TO BE UPRIGHT 12. FOR CEILING ACCESS PANELS SEE DETAIL 4/A4.4.2. SPRINKLER HEADS. 19. EXISTING CEILING DIFFUSER LOCATIONS TO REMAIN - INSTALL scale 2. LOCATION OF LUMINAIRES AND OTHER ITEMS AS SPECIFIED ON ---- REFLECTED CEILING P,AN AND RELATED DOCUMENTS SHALL -?. ALIGN SPRINKLER HEADS SYMMETRICALLY AND HARMONIOUSLY 13. FOR TYPICAL CEILING DETAILS, SEE SHEET A4.4.2. NEW OR REPLACE EXISTING CEILING DIFFUSERS AS INDICATED SYMBOLS SEE DRAWING N0. A0.0 2 NOT BE CHANGED WITHOUT WRITTEN APPROVAL FROM THE ON MECHANICAL PLANS. OretnOliue REFLECTED •CEILINGWITH RESPECT TO LUMINAIRES AND OTHER CEILING 14. PROVIDE ONE CEILING BRACE ASSEMOLY FOR EVERY 144 P� ARCHITECT, FIXTURES. SQUARE FEET OF ACOUSTICAL TILE CELING. SEE DETAIL 20. EXISTING SPRINKLER HEADS TO REMAIN AT EXISTING SALES --- --- ------ -- 3. WHERE SEVERAL SWt1CHES SHOWN IN ONF LOCA190N 16/A4.4.2. AREA CEILING, CONTRACTOR TO COORDINATE CONFLICTS -- PROVIDE GANG COVERPLATES (ONE PIECE TYPE), UNLESS 8. COVER PLATES FOR SWITCHES TO MATCH COLOR OF COVER WITH INCREASED NUMBER OF LIGHTING FIXTURES. RELOCATE h> r OTHERWISE NOTED (U.O.N.). PLATES FOR ELECTRICAL RECEPTACLES. 15. CONTRACTOR TO V.I.F. EXISTING ROOF INSULATION SPRINKLER Ht'ADS AS REQUIRED. PROVIDE FULL ROOF INSULATION COVERAGE AT Drawieg No ! 9. SNITCHES TO GE MOUNTED AT 48" A.F.F., U.O.N. 21. INSTALL NEW !PRINKLER HEADS AT NEW SALES AREA CEILING. t 4. PROVIDE ADEQUATE CLEARANCES FOR FIY,TURES, DUCTS, UNDERSIDE OF EXISTING ROOF DECK. REPAIR I CEILINGS AND RELATED AND APPURTENANT ITEMS NECESSARY HEIGHT MEASURED FROM FINISHED FLOOR TO CENTERLINE OR REPLACE AS REQUIRED 'HTTFi R-19 INSULATION. NEW SPRINKLER HEAD LOCATIONS TO BE DETERMINED BY r TO MAINTAIN THE SPECIFIED CEILING HEIGHT. I OF COVERPLATE, MOUNTED VERTICALLY. LATCH COLOR (E) SPACING AND COVERAGE. V.I.F. LAYOUT TO BE PROVIDED OF SWITCH AND ELECTRICAL RECEPTACLE COVER PLATES. 17. - CONTRA.CTOR TO V.I.F. EXISTING LOCATION AND CONDITION OF TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 13uN9%-u0'/4 5. INSTALL UNPERWRITERS LABORATORIES, INC. (U.L) 10. FOR TYPICAL SEISMIC BRACING AT EXISTING AND NEW (E) DRAFT STOPS ABOVE SALES FLOOR. REPAIR OR REPLACE (N) SPRINKLERS ARE DESIGN/BUILD AND WILL BE UNDER SEPARATE 9009 SW lint!Blvd,ff 100 33 of 59 LABELLED DEVICES THROUGHOUT, AS REQUIRED BY CODE. CEILING SEE DETAIL 16/A4.4.2. /1S REQUIRED TO MAINTAIN 1 HOUR SEPARATION- PERMIT. -iiiieirreir ' • � • • « r . S IF THIS DOCUMENT IS aLFSS ' •, Tji r 1 l u ll ijlllll ijlll l l u ll�i ijlll I Illllll l�7iriT tltlllr �Illl I tltlt�l llllllt llllllt lull l llllllt llllllt tlllT�t fTI r�t tt IllllllIII IIII I6QLEGIBLE THAN THIS NATATION, � � � - ' � ��� I ��.1-- I �_� (4 �•�' /6l r IT IS DUE TO THE QUALITY OF No 30 111`M�11111I THE ORIGINAL DOCUMrNT. -- --- - - �£ lIi 9r1111I OGI 8i LT 9I 4i „11 6Li 11T I i � �� LILII ILII IlllllIIIIIIIII ILII IIIIIIIIIIIIII ILII ILII IIIIIIIIIIIIIIIIIII ILII III ILII ILII IIII�IIII IIII�IIII ILII ILII IIIIIIIII IIIIIIIII ILII IIIIIIIII ILII ILII fill ILII ILII ILII ILII IIIIIIIII III) ILII Illi ILII IIIIIIIIIIIIII ILII ILII ILII ILII ILII ILII ILII IIIIIWII .. '44:. yat r ;1. .•=hr�- .. ., ,?;cf'' k%rx, �•,111a�., is ..psi- U 1. .,rn. ._ a Aw' I, •9:.,. a...;., .+.,� ...,:,.%,_: :r .. ,., ;•,.. ,,,yy. i. >I .,5',ct. ,,t,r r ,.. , . €' ,. ,.,, rr, s. }I'{ �y,Wyc • C4') � z� 2 � ` as o.P 0.7 a� X10 , 9 i ( 8 ) ( 71 16 ) 5 3 � 351/2" _! ---- — —8 _ 44'-0" 44 0 44 —0 44'—Om ,, 44 —0 20 —11 22 —4 14 —8 34 --0 1/2- 44'—D* 5 1/2" —20'-11" _- - --�---- — -s� - i 2 -- _— 1 — ----- — —. - - - - -- _— ----- -- — -- —>k--. _— - ----------- - ---. I 7-T--- 1 -0 I N s Ij l 18'-7" I 25'-5" i I A2`2,3 :� C14 -ammor-Volvo, vismom mom( 4101111110 RD TO I-*— E RD TO (E) ROOF HATCH E RD TO---- 1 _- { I OeRn+s Heath, A�chtlecl O I RE T REMAIN VIF REMAIN VIF -,— 1115 All otic Aeeaue REMAIN VIF I REMAIN VIF 0 EMA N I � a { I 1 K Alosda, CA 14sol ()K� 1 , ---_ - _ — - -- __ _ ___ - -- - -- - - _ _ _ - t -- - - _-- - -- - o Irel 510 815 111a I I I f FaY 510 165 titt I I INS (N) MECH UNIT - I--- � J.8 I C31 l e 1 I l SEE MECH DWGS I N rnTYP 4'-0"11110111111111 { in 04 ter. ' follow, L INDICATES AREA OF NEW ROOFING ----/ I l H2 i .v H,1 KEY PLAN H (� 40 Q El • 0 i I I I i I i G2 � I I N MEC UNIT - a i -- ----->� - OF.10 SEE MECH DWGS I I in I I TYP rn '� I 31'-0' OF— ' I r ui c!) ~' N �i i ""•' i •� �■ f � I - • ❑ F-1 l 1 N I � � { I t -- --- 6 ' ENNIS HEATH i I --T- — - T-- — --r— _ I— — AIAMED)k CA p El I OF OxT 1 o L(E) MECH UNITS I I (N) MECH UNITS I I PROTOTYPE SET SEE MECH DWG St I SE - , l SEE MECH DW M I i TYP _ I P97 - E RD TO (N) fru I JULY 1997 ROOF HP EL=14'-2 AFF R N VIF .____j SEE MECHANICAL DWG'S E RD TO 1 PARAPET HEIGHT — _ _ " I i I c� I �= I FIXTURE FILM F-1 12-08-97 REMAIN OF I TO MATCH (E) ROOF DECK 20'-0" (E) �� 1 T.O.P. 20,-6" (E-) I I e 0lerinpe ono rritlen ri!tfiII oppeoring hot 0o cons Wulf oripinet 13 10 1/2 1 O end uopublllhed roil of the Archilecl and may lot be de►lieoled, o MEMBRANE ( l I I I tied of MOW ol,noel William Consent of the Aiehiteel 1 (E) ROOF DECK ROOFIN L----- I P,, TARGET E RD TO l I < \ R TO M Q ❑ � WmAtND NIC-TY REMAIN VIF 1 I VIF i (E) ROOF DECK .Q1`cR�� I Ito. oel$,--,---luu --� -^- " I �� I 2698 I FOR 1 EL.- +14 -2 1 2 �,.F.F. `� --_JAN -- / �. CB ) Alt-, IN C __— - ---- _— - on co — t \TO E PARAPET TALIG �► ��� } (N) CRICKET M I __ --= A.2 — - - — N EL=15'—?_"AFF VIF A2� SLOPE /RIGID FOAM T.O.P. +15'-2" 125'-3" INSUL. /4" 'PER FT. M N.�_ _ SIM ROOF DRAIN LLP n r�P 1r•r w rte• �� •rte• � • M �� Pr,. '< N 6.9 (u.6 EL=14 -O 1/2 A,F,F. 1 sn 24'-0" 20'- 0" 22'-�" 22'-0" 22'-0 22 -0 20 -11 1 -6 -36'-11 36 -0 -- Ate?3 11 ROOF PLAN 152'-4" (_5 ) 14.5 ) (, 4 ) (3.5) ('3 � (2.5) (2) 10.9 0.7 60 ROOF NOTES 1. ALL ROOF DETAILS ARE BASED ON TARGET 6. ROOFING SYSTEM SHALL BE CLASS A TO COMPLY WITH SPECIFICATIONS, IF OTHER ROOF TYPE IS USED PROVIDE UBC AND 30.,A REQUIREMENTS - TABLE NO. 15-A AND Pfoleal No 17024 _— C CANT STRIPS (TYP) AT ALL PERIMETER AND VERTICAL SECTION 1504. ALSO REFER TO SPECIFICATION SECTION � - SYMBOLS SEE DRAWING NO. A0.0.2 CONDITIONS. 07500 " MEMORANE ROOFIN SYSTEM" FOR DETAILED 2. VERIFY SIZE AND LOCN"50N OF ALL ROOF PENETRATIONS ROOFING INFORMATION AS IT PERTAINS TO ANPUCABLE - dC EQUIPMENT W/ STRUC., MECH. �C ELEC. UBC AND BOCAL CODE REQUIREMENTS. ROOFING �- ---- --- - STRUCTURE IS DESIGNED FOR MECHANICALLY FASTENED Orerl$p rill$ ROOF 3. REFER TO STRUCTLRAL DWGS, FOR LOCATIONS OF FRAMED MEMBRANES. NO SYSTEMS WITH LOADS EXCEEDING PLAN — - - — OPENINGS FOR RTU'S, ROOF DROJN SUMP PANS, AND 3.0 PSF. ARE PERMITTED. MEMBRANE SYSTEM TYPE FRAMED OPENINGS. IS TO BE A POLYESTER REINFORCED THERMOPLASTIC -— ------ OTHER -- - (PVC) MINIMUM THICKNESS OF 40 MILLIMETERS. ALL 4. REFER TO STRUCTURAL DWGS, FOR ROOF FRAMING EXPOSED FACES OF HEAT SHEETING SEAMING SYSTEM, ELEVATIONS AND DETAILS. ALL LAP JOINT'S ;'JVD FLASHING JOINTS TO BE WHITE IN oa�iliq lie. COLOR. CONTRACTOR TO COORDINATE WITH TARGET CSR 5. NEW BUILDING ADDITION ROOF PARAPET IS TO ALI;N WITH FOR ACCEPTABLE MEMBRANE ROOFING MANUFACTURER. EXISTING ROOF PARAPET. IF EXISTING TOP OF PARAPET " f HEIGHT DIFFERS FROM WHAT IS INDICATED ON PLANS OR I; TO NOTIFY ARCHITECT OF FIELD 7. EXISTING ROOF TO RECEDE NEW MEMBRANE ROOFING • OVER EXISTING. DAMAGED AIREAS TO BE REPAIRED PRIOR TO GENERAL CONTRACTOR w INSTALLATION OF NEW MEMBRANE ROOFING AT EXISTING. li1,t�9s-1,vrl VERIFIED HEIGHT, FOR fF{E APPROPRlAiF ADJUSTMENTS. 9009 SW Mall HN(l.nICO 34 of 59 - — • - -- -- - • • a- '" " "hr', Mlpl r.MA•rrvwtw•.erw •.., •. yro .,. ,. _ .pp. .. c�,wd,+P:. xr"1kF''�FS•1•t•,m��ti i...r...,.y,.,,w,.�, ,. -._..�h.Pwe:w:•ewP�r..,, ,, y1M1•e•gM'>�'A,f.f71•M1•'al�a.- ,. ._:. - ITr ilr ill Illili Ij•t 111 1 i ll1 I Sr'l"IIIT�1� rTT�tl�1tit t t tit tit tit t t tit tit tilt f ll. Ill Il��i i i ll! tit}1jt t t ter tjt ij1 t t 111 111 111 i11 111 iti 111 1 1 R IF THIS DOCUMENT IS LFqS i I I �I 1 II.FGIBLF THAN THIS NOTA'T'ION, 1. _-__._.__� IT IS DUE TO "HI', 911AL1TY OF _ THF. ORIGINAL DOCUMENT' B� L Bjb Lb b I S >tib S �bb it►,T oG�BI BT Li 9t� 4�Z i BT bi Ijt��T 6 L 9 9 f 6 T u■ �� III�Il�IIIIIIlIl�IIII IlII�IIlI 411111111 IIII�IlII IIIIIIIII Illlllllllllllllllllllll�lill II Illlllll Illl�llll IIII�IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIu► I►I►III►1 II►II►11I III I►IIIIIIIIIIIIIII IIII�IIII IIIIIII�II11t 1IIIIIIIIIItII�t111+tttltltt ttItIII1; ItI111111 tlll�ull IIIIIIIIII� ,CZ�51/ a •we�es+r w - -10 3/4 ----------------- _., . 3 -6 I I 1'-6 1- I nI a I I II U I I I 1 I I I — _ -- i l ; I_pw CIS! (11) STRUCT COL • N � u L + -- �r F)R PROPOSED 1 -_ OPENING SUPPORT Ir_ �. L _ __ _ _ _ _ J r- I B - - _ . �_ - -� - B - _ Pi (E) COLUMN w _ - Donis Hoolk, Aiokilect 10 TO REMAIN VIF �� c _ (N) STRUCT COL FOR 1111, A!lanlic Aveaus MIN FD iv P1 ROOF SUPPORT SEE Alameda, CA y�sot CLIA STRUCT DWG'S tel 510 165 8640 ' " C—O"CI.R o / DOOR _:~ 19 Fat $10865 till MIN CLR -_-- 1 Y ( 5'-0" TYP 2'-0" ;� is `,ems ` A4.4 1 s BA3 CHANGING \ ii I �, - - - - - - STATIONcy77 M - L (E) STRUCT COL VIF z I E DOOR TO REMAIN N PAIN J ! �. w1 O / O 5'-2" 3'-8" 1'-5" a . I I o I + iv I ' I r �j AS REQ'D COORDINATE W/ --- - - - -- �* ---- .I I c( I ,� cy TARGET CSR 15 31 +-2,-v" +�,Y6-w t, -1 { ---i N ' / WOMEN A - \ i (E) HCCP ACCESSIBLE Icn 4 I I 1 ATM i PHONE I I ! ELEC WATER COOLER I - - - -'� v' `n �5 115 ire W I O BARRY CHANGING !` STA ACCESSIBLE I 1 mr 1 3 W -- - -- - T1GN ,__ --- - -- PHON - -- . ----- r .. -Y PLM { E 31 z f S! MEN ' � � 2 I I H �E) DOOR TO REMAIN 116 T` 1 4 1 _ - - -- [ w �� _ N PAINT TO MATCH (C) - ----- �- --- I - 2'-0� _ o VIF I g ✓ 1 I S - s 7 4.3. 5 L0 __0_ DOORi w 6 AP OFFICE ,• lk I I Rk T d I 20-0" I o - - I DOOR _ '00 n CN u TYP J (E Fp ! I (E) FO c!) i,�J t I --� p• I a Go ��_Q" o' -FLUSH CONTROL I VIF � iv • = I + o z -0 1 1 W t ON WIDE SIDE r I - DOOR � U I "' - -' �' \ I STALL % �► - __ • f, -j _ 4, O" i - I4J v - LL) - - - - -� - - W I � ►., ---- " MIN C� 0" ! I � � � � 2'-0»MIN CLR , ' " I 3 -0 -- I I f - lr I DOOR I I iv iv I + 3 0 1 y I N � DOOR I o ca z i I N I Al i �– FLOOR GENERAL NOTES AND LEGEND SEE DRAW!NG NO. 44.2.1 I + ---_ - �- • ' 'fid-,�r✓' ^ ., 'x 4.5;I ( 4 ) (3.5) C3 ) F ► 1 i / 20'-p' 22'-0* 22'-0" - -0* -__ _ - - 4j^�fs �}• _ 22' I � I I t• TARGET SALES AREA RAIL KEY NOTES 102 — t�,��A,ar,`G Aarnalr,Gt - A. SEE (a) FOR CART f;AIL ELEVATIONS. !61 '0 05 61115 - -- _. Y tra �iJ Ai5 Ibll 47 1 HOUR PHOTO �E� WALLS - REPAIR AS NEEDED SST CORNER /63 (N) FLOOR MAT (E) AUTOMATIC PAIR DOORS N EQUIPMENT AND N PAINT - SEE ROOM SCHEDULE GUARDS- MOUNT O COORDINATE W/ TARGET REPLACE (E) u00R I B. RAIL TYPES. P2 I ABOVE RB TYP- OPERATORS - FIXTURES AS REQUIRED, COORDINATE CSR TYP W/ TARGET CSR TYP \ r - -- � RAIL TYPE 1 0 RAIL TYPE 5 CONTROL �„ I ' ROOM a RAIL TYPE 2 © RAIL TYPE 6 I I 114 24'-5" �� I'-0" } L - - J ® RAIL TYPE 3 ] RAIL TYPE 7 w_ -- 11'-_3" 3'-11" �\ II t � RAIL TYPE 4 ® RAIL TYPE 8 X14 - ro COUNTER 4A RAIL TYPE 4A ® RAIL TYPE 9 • I 1 p SST CORNER I y �I r 4.3. SIM GUARDS- MOUNT a M O ! C® CART RAIL TYPE 1 �' �� E) APTL C. RAILS ARE CENTERED ON MULLION y PLAN ABOVE RB TYP -. _ - _-__ SEE 1/ A1.5.2. , CART RAIL TYPE ( - NO WORK UNO, OF RAILS ARE 4' FROM �C D 1"LJ"U�1 0 31 PUBLIC ;- - - - -:___ -_ _.--- - -___ i WED �-�.�_(_ ROOM I STOREFRONT AT MANUAL DOORS AND a PHONES -----� (3 r2� I �� 1 `----__ 1 SEE 1/r'I- rlO THIS ARCA 2' FROM STOREFRONT AT AUTOMATIC N _ - T ! C F2 1 1 I DOORS. __ VESTIBULE1 _N —. _ GUEST X01 I 1 1 (E) CASH l'-6* _ .w _ OFFICE MIN"` (DFIXTURE SERVICE CLR �_=_� _._ _�_ 1 — — 4'-0" UR / �. _- I (E) DOOR 1 I 1 610 REMAIN �. fi ,101) . 101. 1 101. I .__ CART RAIL TYP 3 %I-T-) A �. SEE 1/ A1.5.2. W � w' • .............. 17 � - W GUEST SERV_ iCE FLOOR PLAN FLOOR GENERAL NOTES SEE 1 — DRAWING NO. A4.2.1 V4 ■ 14r N SYMBOLS EE DRAWING NO. x,0.0.2 (4.5 4 3.5 20'-0" I 22'-0" 22'-0" TARGET � , CONTROL. ' SALES AREA Of 0& ROOM i 102 EL)1B3'OHAFDF PROTOTYPE SET 114 — I ' EL= a�'—o At1FF I I P97 � JULY 1997 E) GYP BD .. _- { E ALIGN - (N` ACT TO MATCH SLOPE FROM (E) IJGHTS TO REMAIN (E) SPRINKLER SEE Da 12 13 1 16 A4.4.2 17'-10" TO 17'-0"AFF SEE ELEC DWG S HEADS TO REMAIN A4.4. J ' FIXTURE PLAN F-1 12-08-97 --- --- _ --- F-- EL= 9'--0" AFF- - g Ing hotels fiflo I Dilr nQa and rule°nalerlll appear ere r traatilrrr e 1 �✓ cyI _ ___- ___ and anpuElifAed roil of the Mchilecl rn0•ar a°I be drplicUrd, LJ - — - -.- EL= 9'--8" AF F1 uaad or :ci.ard rrlhorl rntren conernt of Inr AicArtrol -- — — _� I _ -� _ _ --- -- - - -- --- - _- -- ---- — No Dau Iran— W I I 26_JAW 98 ISSUE FOR PERMIT_AND BID I Li _ _—�-- L VESTIBULE CLEAN REPAIR AND PAINT LINE OF (E) CEILING -- �l (E) CEILING/GRID TYP VIF 101 ` `� A4.4. �- - REPLACE TILE AS _ _ --- NEEDED VIF IEQ EQ (E) GYP BD 9 -6 AFF SOFFIT op 1 N i N II (E) CASH --- . r OFF- ICE /J 1 - -- - .- ®rri. ICU _GU - � LIGHTS TO REMAIN ___- ___.---.-----------_-__, (E) GUEST SEE ELEC DWG'S - - -- -- - - � SERVICE — r C� CCS: �� -- 103 ►rrlrrl N�• 17024 _L_ ----- _ _ 0111101111111 GUEST SERVICE FLOOR_PLAN AND RCP NOTE, � maaraytaaeNa:rTIrC `- -- ---- CEILING GENERAL NOTES SEE DRAWING NO. A4.2.3 Drafts No. SYMBOLS SEE DRAWING NC AO.0.2 GUEST SERVICE RCP � ,��� A. Vv 'V 4*,,,, 20 N r . � FIUF'9R-0074 9009 SW'Hall Iil�d,11100 • 36 of 59 +��� • —_ - -- — ` ',_. ..4 .. .., . �, I "w .»A'w•.• ..il".. #!i^ek ..:.�.,n-..Ild4F'f9'ALZdM;'1''?9Wl.MN:".:.+'Ya�•. �.. � . -._ .. ,.r2' M .Y. .F �' ..re.. ,11111( IN 1111111 VIII I IIIIIII 1111 I lillll1IJllTtl 1111111 V II 11111111 {'11111 IIIIIIIIII111!111VIII I IIItIilIt t t�rlr�t t�) t 1 IIIIIIItll IIIrl! III I I II II � �`� I I IIF THIS DOGUMRNT 1S TATI I -- ...1I�1_.-----I --�1----- I "L ___`�1 ( �I I � � i __I }� �� r� LEGIBLE THAN THIS NOTATION, — "• b IT IS DUF TO TIIF. QUALITY OF NO,35 TIIF ORIGINAL DOCUMENT. Jmt— rT11 �G� iTC OZ �i1811 'L[I 1111[ I�i 161 IBI I T �'I�I �I k� T1111111111F1111r;1I �IIII IIII IIII IIII IIII IIII ILII Ilil�llll JIIII IIIIIIIII IIIIiIIII IIIIIIIII 1l,II" IIIIITIIIIIIII�.IIIIIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII III, II,I IIII IIII IIII IIII IIII�IIII IITIL11-1111111 IIII IIII IIII IIII IIII II r irr c 2.5 C-I, 0.9 2.5 12 ) ( 1 ) 0.9 � � 22'-0" 20'-11" - 1 -6 _ 22'-0" 20'--10 3/4` - 1,_6• � t i .s (E) STRUCT COL T 14'-0" �` i VIF - (N) OPENING - - _ A R IN (E) H11GHWALL FOOD SERVICE N STRUCT. COL. , SEATING I TYP 0 i/ I I (N) LOW WALL 8 SST CORN ! \ O D11Ai1 HoltA,Arol.b�t START TILE PATTERN � PT-1 FIELD TILE W� A4.4.1 WALL � � SEE STRUCT. PLANS W FULL T1LE 0 INSIDE ACCENT TILES PT-2, = - - - 4'-6" AFF A4.4.1 GUARDS- _ 1115 AlldnllC Arrr�ul / _ _ _ FACE OF LOW WALL 1=4 PT-- 6 & PT-12 6'-0" 1'--4" I 26'-6" ABOVE Rd 3'-8� 13'-5" o Alameda,CA 91501 SEE FLOOR TILE KEY - --- L --- - - - _ - - - -- - - -- - -------- _ W o _ _ . __ - - - - ---- - _ _. - - �_ _ .� __._�. _ Faa 51C 665 161 0 0oC - - - C ) I I a— � �: R Y` -- �_-- �- a -- -T!—7 L J L Ily_ 1 «r_ —�II}r J Ilrr �J L 62 L 11 '•� , � � Z I 4. SS bA4Eif I Z W ( 1 i I (N) FOOD SERVICE z ■ GUARDS- MLUNT b) w ■ °S71 o v COUNTER AND EQUIOMENT a o12'-60q 1 o o o o Y4 1 Z 1 i I AB* F� IYI o 4.3. 1 2 6 =11 S_ u., I SST CORNER 4 4 -0 1 z z M 4 MIN h. ) x' 7 GUARDS- MOUNT 4.3. MI�I SLR �o `' 4.3. - ! CLQ .J li A�1 2 2 -6 _ . " _ ._ I ABOVE RB TYP � I •� - - _ - P J 'r t `S r r, = �= = I Z—� ���) I 1 1 ofa O X x O p CLR ,�♦, �� -- I`�` N �U �� FJ I I �� I ��LLJJ.�� I I �� _ I I ( (j) KEY PLAN FOOD SERVICE ♦, - �� - �` I 4 I� !�_ _ _�) - N ♦ _ - SEATING ♦♦♦i - -- - - - - - - - „ O p Yom} n r , ♦j I 3 — 8 -10 1 4 ♦♦ 2 - . ♦ j FOOD PREF A4.4.1 ° ;o ° X 18 ♦j���� �.- SERVING S "' P1 I ;� FOOD SERVICE ♦ •��. ;,� 11L I I fl I a N FLOOR INK EQUIPMENT SEE ♦♦` ,� 123 rn _ I S ((FS) AND FS-1 TYP— FLOOR - - - - 1 - I FLOOR DRAINS FD) �� 5 i -��("� �� a. li (N) STRUCT. OL o �Q r-1 F 'I f -. I ; X SEE PLUMB DW 5 i' �: S- � ��� La,JdlI 1 L X� A P2 2'-2 1 2■ - - rip110 BACK COUNTER i I TO REMAIN VIF 3'-8" 1111 HIM I I I FOOD SERV/ I • I I I 3 N _ - - -- -- L- - _ _ I -1- -- I '. STORAGE I I �� A4.3. SST CORNER LJ 120 I `� I , \� GUARDS- MOUNT in I X 3 I I t,r 6 I i - ii / �, 4.3. I - ABOVE RB TYP t I- (N) OPENING IN (E) CONIC PANEL WALL SEE I I I 1•t I FS- I t_ _JI I ,�' - STRUCT DWG'S I I I r— - ,I � - -,- -� x Y I I ,�I I I III , I �, 3._ » , I T - r - - - - - FOOD SERV/ (E) FLOORING TO BE REMOVED � I 1 J 1 12 GE AND REPLACED W/ (N) PORCELAIN TILE I- a==st -, I 4.3. I I ---T-QR- I. I I _ I ; L_ c�--r o w 120 N CE�)- — - — — — — — -- - _ — — —._.- - -010 81 F, P FOOD PREP - - SERVING / _ I I ��- i ' F-123-] NOTE. N FLOOR GENERAL NOTES SEE DRAWING NO A4.2.1 RESILIENT PORCELAIN SYMBOLS SEE DRAWING N0. A0.0.2 FLOORING TILE FOOD AVENUE FLOOR COVERING PLAN FLOOR TILE KEYNOTES: FOOD AVENUE FLOOR PLAN • 3 V4' ■ T-T ❑ PT- 1, GRAY FLECK V4' ■ Tor N I� PT- 2, BLUE N 1. REMOVE ANY HANGING CEILING GRAPHICS Q PT- 6, GREEN X2.5 ,� 10.9 2. INSTALL PROTOTYPE FOOD AVENUE NEON PT- 12, YELLOW 22'-0" 20'-10 3/4" SIGNAGE - 15/A44.4.1 -- - -�` 3. �E� LIGHTING TO BE REPLACED NIS HEATH ❑ PT- 13, VIOLET 7 1'-6" 4. E FRONT COUNTER TO BE REMOVED AND REPLACED ALAMEDA CA r Z PROTOTYPE SET __ I P97 ---------- - LC - - JULY 1997 - '. ,. C j ELIA I F l (N) LIGHT FIXTURES E--.-(E) SPRINKLER LE FIXTURE PLAN F-1 12-08-97 SEE 'ELEC !DWG H S VIF Q Drsrrings end,6utea■elenU sppesrinq herera coasll!ute oripioel - ___ _ _. _ � sad unpublished work 1I the Archilcl end■s►out be duplicated, -- — - 7 1 - -_ � ( ) used or drscloaN witho►I written consent of the Architect - 11-11N ACT CEILING _, TO MATCH EXISTING _ ( E-a-(E) CEILING GRI I No-—Date, laaee TO EMAI - EL=13'-0" AFF 142 - EL= 3'-0 AFF v - - 26 JAS! _98__ISSUE FOR-PERMIT_AND BID SEE ELECT. DW S. - _i MENUOBOARDSOD � TYP 0 BULKHEAp _ r - - --------. ��REPLACE (E) LIGHT FIXTURES - EIXED BUILT-IN SEATING, TABLES AND COUNTERS NOTES - ! W/ (N) LIGHTS SEE ELEC DWG'S I. WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR 6 FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS , (E) SPRINKLER w EQ THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5%, BUT NEVER LESS THAN 1 MUST SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, -- BE ACCESSIBLE, AS REQUIRED IN SECTION 11228 OR TWISTING OF THE WRIST, THE FORCE REQUIRED TU ACTIVE FAUCET CONTROLS -HEADS VIF , I SEC. 11228.1 OPERATING FOR KITCHEN AND 0 ERA G MECHANISMS 0 SINKS SHALL BE NO GREATER THAN - NTR ( --- - -- - — 2. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR MECHANISMS ARE 1 EXAMPLES UOF ACCEPTABLE EDESIGN.NSELF- ,LOS NG VALVES _;�, 1/2" AFF (E) BULKHEAD I - E) GYP Bb ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 0 SECONDS. �/ OR GROUND. _ ' EL=6 -6 AFF ® I SEC. 1128.4 (E) HOOD �.� VIF ! • /- TO REMAIN VIF -- 7. ACCESS TO DISABLED SEATING SHALL BE PROVIDED WITH MAIN AISLE IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR NOT LESS THAN 36" IN CLEAR WIDTH. COUNTER, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL �, r F) GYP BD EQ - - -- ' � � EQ -BE PROVIDED. / , ;% L=9'-0 112" AFF Cr _-- SEC. 11228.2 8. TABLEWARE, DISHWARE, CONDIMENTS, FOOD ANr7, BEVERAGE DISPLAY, AND ! w E) BULKH DISPENSING DEVICES, WHEN LOCATED ON TA,8LES OR COUNTER TOPS, SHALL " EL=9 -0 AF EQ EQ BE PLACED 28" TO 34" ABOVE THE ADJACENT FLOOR, THESE ITEMS, WHEN o • w fi-- - 4. IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES LOCATED ON SHELVES, SHALL BE PLACED NO HIGHER THAN 54 ABOVE THE _-� i w OR COUNTERS, CLEAR FLUOR SPACE COMPLYING WITH SECTION 1118B.4 SHALL ADJACENT FLOOR, WHERE N01 REQUIRED TO REACH OVER AN OBSTRUCTION, _ I • IT ' ® Project No - 17024 BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY AND NO HIGHER THAN 46" ABOVE THE ADJA' ENT FLOOR WHEN REQUIRED • I I (E) EX _ MORE THAN 19". TO REACH OVER AN OBSTRUCTION. AN OBSTRUCTION WHICH A DISABLED PERSON • j I I I SIGN scala 1/4* SEC. 1122B.2 IS REQUIRED TO REACH OVER SHALL BE NO HIGHER THAN 34 ABOVE THE i--= ADJACENT FLOOR WITH A HORIZONTAL REACH OVER THE OBSTRUCTION OF NO / B I �r `- - L :-, _- - ao —__ ._ ._ __�l B Dre.iaq I na nLD q = -- MORE THAN 24 \ I — - _ ` - VENUE FLOOR 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SEC 3105A(b)4E FIG 31-17 - y • - _ PLAN r1.00R _COVERING Q EQ SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES _ w PLAN AND RCP -- COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%, BUT NEVER LESS THAN 1, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER 9. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING NOT LESS THAN - l o' 01171 THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH 1CSC FOR KITCHEN ELECTRICAL ROOM, MECHANICAL ROOM OR PARKING GARAGE I x w T - I I (L.A.M.C.57.140.15C) (E) DIRECTIONAL �QjE; FOOD AVENUE RCP EXIT SIGN VIF LDRA1J�N�GGNONERALNOTES SEE 2 �— - V4' ■ 14r SYMBOLS SEE DRAWING NO. AO.0.2 i 9009 SW Hall Blvd,Ir 100 37 of 59 N � r • • �� • _ems. . ,� ^"�r^'' 1 IF THIS DOCUMENT IS LESS Tr Ilf 111 111 III III Jill I III III Ijl I I Ili III ril 111 III III III I 1111 lij III 1111111 III III I I III III III I I III til til 1 1 IiI til lii 1 1 III III III 111 III III III I LEGIBLE THAN THIS NOTATION, - l !_� -x_41!_ �� ! �1, 1_ii� � st �� IT IS DUE TO THE QUALITY OF �, GU , THE ORIGINAL DOCUMENT. -� — S L eL L11L 9L L 6�L S t OC�LILTIII III�IIII IIII�IIIIIIIII�IIII�IIIIIII IIII�IIII IIIIIIIII II 11111111 II Ill�lllllull�llll Ilu Ilu ull�lll► lulllll�lllllllll�llll Illl�llu Iln�ullllnl�nn II 1111111111n1�11n Inl�un Ilu�lln 1ulull .r. i rlr.l".9�1}:: 8 5,•� (E) EMPLOYEE E GUEST (7 3 (28 ; RESTROOM ( ) RESTROOM 143, 44'-0" 44'—O" 44'--0" I 44'-0" 144 44'-0" - — 18'-7" 14'-4 LANDING 6'-4" 8' 0___ 51-8" -- ST - — LEVEL DING : -- (E) NIGHT 2'-0 �' 1 wnrP II -r' M INTANANCE I o o a l Ae 2• 1115 Atlantic Areeue I I I I I °�• 139 `� Alalleda• CA 91501 __ i @1 510 865 8663 DL _ E DAY - ICE) it I P5 fat 510 665 tilt ( ) ` FIXTURE MAINTANANC SC 151 M 165 STORAGE ( I E 143 ► STORAGE 142 165 I 140 � 151 � ����..�-- �-_�'� �� � 142 P5 it ­ //'*'I I LL 0- ------ 111111111110 � y 102 140 1 a N 44 a 4" a E ELECTRICAL a a L ----------- (E) CIRCULATION O 141 138 N WALL P1 BUILT 1 REAR AREA REMODEL FLOOR PLAN ( ) [ ] yr • f-o� KEY PRM FLUSH TO (E) COLS. ® N N • (E) WALL FLOOR GENERAL NOTES AND LEGEND SEE DRAWING NO. A4.2.1 �j 8 �7 " ( 6 t w 5 ) i 4 ) _ t .. , _ C� 44 -0 O �Y 3 12.8 ) 44'-0" 44 0 �� 44' 0" - (N) GYPBD CEILING (N) GYPBD CEILING EXPOS7D STRUCTURE I EL=13'--O" AFF - AROUND ROOF HATCH 4 EXPOSED STRUCTURE (N) UNFINISHED SEE ELECTRICAL DWG'S SEE 2/A4.2.8 - ® (E) FRAMING A� SEE ELECTRICAL DWG'S STORAGE i ■ - I }I j r► STORAGE I - I I FIXTURE o STORAGE m •I 165 142 ' . . II - ---- — I - - -- --- -- - JNTCE (E) ROOF HATCH (E) NIG (E) DAY - TO REMAINT MAINTANAMAINTANANCL E ELECTRICAL ESC(E) CIRCUTA ION ( ) 151 (E EMPLOYEE MTROOM GUEST • 141 139 140 138 ) N RESTROOM r1U 144 �`Q�: BNNIS HEATH RCP GENERAL NOTES AND LEGEND SEE DRAWING NO. A4.2.3 ALAMEQ0.G • OF 0w (N) GYPBD CEILING (E) ACT CEILING (N) GYPBOARD ! PROTOTYPE SET EL=13'-O" AFF - TO REMAIN INSTALLED- CEILING 8'-0" - SEE 2/A4.2.8 SEE 9,10&11 A4.4.2 -- Q7 12w 3i_6w PV■ _ _ JULY 1997 2�_p" FIXTURE PLM F-1 12-08-97 1 "ff Dra•inp:and miller reaterlll ;ppeuinp Kerala r,oeatllulr orr4ieel -__-� a I _• �� — — and uapdbliahed York of r'.e Archrlecl and rely lot be duplicatel, used or disclosed nthorl Yrrllrn cnuert of the Architect 4'-0" 'MIN CLRNo, Dole low --- i E DOOR TO BE 26 JAN 98_ ISSUE_FORPERMIT AND BID RE—HUNG" TO CLR :r SWING OUTWARD I ` RISTROOMMP. I __ (N) GYPBD CEILING L43 -- I EL 8'-0- AFF - - - - -- - - - _- -- ,' I , (E) FLOOR DRAIN / 143 I Q k,i _`� �5'-O" CLR ! ! TO BE UTILIZED - - —- — -- ---- I _ • ! NO CHANGES .___. -• _�._:7 � `� � EQ EQ THIS AREA _-- _ _ _ _ _- -- \4'--O"MIN CLR - - - N GUEST i RESTROOM TC REMAIN E) LAVA 0 RY ■I 4-4 \�_115" 1P1S P1S M1 P2S �' CLR (E) ROOF HATCH ----- - -14 �1 44 - - - T I �Q" Project No 1702_4 - bell@ AS NOTED _ (N) GYPBD CEILING - - - EL 8'-0" AFF "—! - Orerlr�title REAR_ AREA REMODEL FLOOR NOTE: (N) GYPBD CEILING NOTE: (N) SIGNAGE — __-PLAN/RCP _OILET FLOOR PLAN RCP (E) CEILING TO BE REMOVED AROUND ROOF HATCH (E) FLOORING 0 GUEST RESTROOM SEE 9/A4.1,1 ® GUEST RESTROOM & REPLACED ® (E) FRAMING / W/r,YPBOARD CEILING NEWCERAMIC TILE-SEE REPLACED W FINISH SCHEDULE AO.0.5 0rerfe�No. REFLECTED CEILING PLAN ENLARGED TOILETFLOORPLAN :' - --- 3 v2• • f-or vr ' t-Or A4N tiulA9s-uu ra N 9009 SW Hill Blvd.n TUU �� « � � • �S1r 38 01'59 • w� . �� ' .M ';s1P„1; pk+1..,. .,rgn1K4. ..,:.,,A:,yi■.F.A�a•... up- 1F TH1F DOCUMENT 1S LFSS 1�1 II1 "III III 111 III III I I III III III I I III III 111 111 111 111 Jill I III Ill III III III III III I I III III III I I III ill I�1 I 1 11T Til 111 1 1 111 III III III III III III I 1 ' I1121 TGIS D TITAN 'I'll I NOTATION, PQ Gast /60 Im 1T 1S DU1? 1'0 THF'. QUALITY OF " ae 0�sF- THF ORIGINAL DOCUMPNT. �t �L t3L LL 9L Z fL B�c �tL TL o�L 8�l 0� LT 9T 4�I 6T �SST II; IIIII IIIII II IIIII I I�III I II II II I I�I I II I I II�IIII I II�IIIII I IIIIIIII IIIIII�IIIII IIIIIIII IIIIIIIII I II�IIIIIIIIIIIIIIIIIIIII IIIIIIIII I�IIIII IIII III�IIIIIIIIIII IIIIIII IIIIIIIII IIIIIIII II I III�III II�IIIII!I I IIIIII IIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II IIII!II II!IINII CONTINUE WAVE PATTERN FROM ADJACENT AND ALLOW FOR 2" AT7 ( 1, G WAIL CORNER (TYP.) 8 / ! '4 RED NEON WAVE __-__ _- _ ----- (N) Htrl DOORS - ------- v -_— -- - ---- -. - - --- - -- - - -- -- - --- ---- , -- -� _ ------ -- ------- - --- - - - -- -- --- -_ ---_ - -- tj ' � ;.. JN� EXff SIGN-- RED NEON 17 CJ SEE GEN NATE 1-TYP PART SECON WAVE 1 A4 41 SUIS LENGTH 2'-8- Fir. FIXTURFS - SEE FIXTUREPLAN FOR EXACT LOCATION TYP(VERIFY W/ TARGET CSR.) 20 I I I I I 1115 Atlonlie Avenue Alani��a, CA 91501 RB SEE GEN RB SEE GEN - RB SEE GEN (N) HM DOOR- RB SEE GEN 1411110845 NOTE 3-TYP NOTE 3-TYP NOTE '3-TYP - NOTE 3-TYP F a 1 510 865 1A6 613 SOUTH INTERIOR ELEVATION 1/80=1'-0" j 7 RED GREEN CONTINUE WAVE 4 .3. 2 � NEO OVERLAP- PATTERN FROM ADJACENT --- ,--�,, �---. K AND ALLOW FOR 2" AT I 2 � ! �( J � I H G ! GREEN t 7 CJ SEE WALL CORNER (TYP.) --CONTINUE WAVE Y (N) EXIT SIGN r NEON A4.4.1 GEN NOTE ,-TYP 9 PART 0 �SECOND Y WAVE GREEN NEON WAVE PATTERN FROM ADJACENT INSTALL TO AVOID NEON c - • , -- - AND ALLOW FOR 2" AT K GRE..N NEON WAVE LENGTH -8 (N) EXIT SIGN-- - SUMMARY WALL CORNER (TYP.) 10 m w KEY KAN z 0 1 I I FIXTURES - SEE FIXTURE i I PLAN FOR EXACT LOCATION (VERIFY W/ TARGET CSR.) 20 -` >t --RB SEE GEN �_ NOTE RB EE GEN RB NOTE SEEGEN NOTE 3-r,'P- RB SEE GEN � NOTE 3-TYP 1 � SOUT�� INTERIOR ELEVATION _ _ 2 WEST INTERIOR ELEVATION 1/8•=1'-0" 1/8"=l'-O* Uj GREEN/RED CONTINUE WAVE NEON OVERLAP- PATTERN FROM ADJACENT _ ( E AND ALLOW FOR 2' AT ( 2.5 HORIZONTAL RED 3 ) 1404 16 Lrj E EXIT SIGN F) \� �.. WALL CORNER (TYP.) NEON EL=9'-6" 3'S A4.4.1 A4.4.1 t 4.5 RELOCATE TO AVOID GREEN NEON WAVE HORIZONTAL RED NEON EL=9'-6• � NEON GREEN NEON WAVE - � � RED GREEN - 6'-0" �_. _._ - ---- - _.._-- - --- - - - -----�- _ NEON OVERLAP­ - VERLAP- 4'- I (N) EXIT SIGN -��-- - - - -- ---� �-- - - - - -., � + �..► , r Z FIXTURES - SEE FIXTURE PLAN FOR EXACT LOCATION TYP. (VERIFY W/ TARGET CSR.) 20 --,,7 Lj PB SEE GEN ~RB SEE GEN NATE 3-TYP NOTE 3-TYP 3 WEST INTERIOR ELEVATION _ &___N[09TH INTERIOR ELEVATION , 7 ' 20'-1G' ` C D E l CONTINUE WAVE ------ __-- / GREEN NEON WAVE BLUE NEON WAVC _ -- - - -- --- PATTERN FROM ADJACENT�5'-O - - --- - __ __ -_- — --- - --- - -- 4 (N) EXIT SIGNS- 18 (E) EXIT SIG , VIF AND ALLOW FOR 2" AT 12 -8 (N) PHARMACY SIGN (TYP.) VER SECONDARY WAVE � WALL CORNER A44.1 ��'�— 1111-11NEUEl c :A Z - - OF 0� ba I I I _fni PROTOTYPE SET j t i �j� I I P97 RB SEE GENN� SEE GEN RB SEE GEN JULY 1997 NOTE 3-TYP NOTE 3-TYP- NOTE 3-TYP 4 EAST INTERIOR ELEVATION AXTURE PLAN F-> 12--08-97 o-s7 1/8• t,_�• DrarlaQs lad written materiel sppeeriop herein coaatilule oriOjeei and unpublished work of the Archilsel and ma►Not be duplicated, used or disclosed wohooi alrittes consent of the Architect - flivi E i ��- 10) i ) r9 _ L 26 JAN 98 ISSUE FOR PERMIT_M! i G H J K ) Y BLUE NEON WAVE _ BLUE NEON BLU 8 10 - - -- - - - - - __ RED NEON _------�---'------------_____.-_-._^..__ - �E) EXIT SIGN -CJ SEE --I- NEON SECONDARY 4' 6' y_ '-¢" 3'-4" RED NEON a ELOCATE TO AVOID NEON ---7 GEN NOTE 1--TYP WAVE ---- ----- - - - - - -_ __-_ �---- f--`� A4.4.1 C WAVE PATTERN- - - RED BLUE -- - --- - - NEO OVERLAP1,[7LF-�I 1 I � RB SEE 'GEN ! RB SEE GEN --- -- ^ - --- �-'-- Lj NOTE 3-TYP- NOTE 3-TYP --` - GENERAL NOTES: - - --- -- 1. CONTROL. JOINTS SHOWN ARE SPECIAL _ - CONDITIONS ONLY. REFER TO PROJECT Project No 17024 _ MANUAL CRITERIA FOR LOCATION AND --- - -- SPACING OF ALL OTHER CONTROL JOINTS. Scale AS NOTED 2. FOR ADDITIONAL FINISH INFORMATION SEE ROOM FINISH SCHEDULE-SHEET AO.0.5. D.anng'lilt INTERIOR Pn 3. RB TO EXTEND 6" BEHIND FIXTURES. - ELEVATIONS _ w 4. PAINT TO EXTEND MIN 6" BEHIND FIXPJRES. - - --- DO NOT SAND OR PAINT GYPSUM BOARD - CONSTRUCTION THAT IS CONCEALED BY FIXTURES, s 5. VERIFY FINAL_ FIXTURE LOCATIONS W/OWNER. 6. FOR CONTROL r13 14� 15 16A4* BUI'98-0074 JOINTS SEE ..0 0.9 A0.0.9 AO.0.9 AO.0.9 9009 SW){all Blvd,#100 39 ol'S9 — *^ awrYa•arw�wrM .xr.- • ^�•' �Y".rn:,:-. wrv".w,..r.�1./"Mf•ti:.101,ww1i1V•. nw-+. rT llrlll Ill ilf Ili Ijlll i Ali jt 1 1 ili iii I�1 111 111 Ili III 1V111111111111111 Il1�il1 ill l i ili ilt i1i 11i X11 t11 11t I t 11r X11 t1t 1 t 111I11�111 111 IF THIS DOCUMFNT IS LESS ILEGIBLE THAN THIS NOTATION, _ 1 _ _ _ � �` s� I — �L I _� 1 � I �-- I �1, � 12 1T IS nllE TO THE QUALITY OF — PQCrusl Ib THE ORIGINAL DOCUMENT, II No,38 �'� w IIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIII',I�illl IIIIIIIII IIIIIIII(III(IIII I IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�I�IIIIIIIII IIIIIIIII IIIIIIIII�IIIIIIIII IIIIIIIIEI IIIIIIIId Illlllllt IIIIIIIII IIIII111�ellll�lllllll�IIIIIII I9111IIIIIIIIIII�",�IIIIIIII illllllll clllllll 111114111 Now 18"X36" MIRROR 1 B - - BABY CHANGING .. g SOAP DISPENSE TYP11 STATION � (D TOILET PAPER Q I {N) ACCES IBLE I DISPENSER (E) DOOR VIF ' MIRROR B.O. CEILING i (N CERAMIC T1lF 6 - - I BO 00 BIER RESISTANT - 7 11 1- _ ! -- - - - - -- -- _ 8 -6 8'-5 �✓ - _--- - - _ _ _�_ __--- 18x36 MIRROR - _-_._-- -- - _ - _ ..- _ ,_.L__ (N) STAINLESS STEEL I « SANITARY NAPKIN NO SHELF -,- - .^_-r- -�,-,-_ .�_ _ r- _�,r- PARTITION TYP TOILET PAPER I DISPENSER � p p 18x24 MIRRORS W/ SHELF ► I f I I Iii I T/O MIRRORS 0 EL=6 -2'TYP� HDCP ACCESSIBLE I 1 I I 1 I I I I II , ". I SECONDARY ACCESSIBLE HOLDER � ._ . - �- � PAPER TOWEL STAII. _� HDCP. DISPENSER/ TD-5 O r� STALL I ►- t I I I I I f I I I�� D�IeU MIItA,ArcAhul ACCESSIBLE PAPER TOWEL WASTE _ `,I I i I I III _ I -(N) GRAB BARS 1115 A1itInllt Arror1 STALL 7 _ RECEPTACAL/ TD-6 O3 - - -- - -._ - - - FIN. FLOOR i -- 1 � f ' 1 ' - 1 _ FIN FLOOR _ Alameda, CA 94501 �--' HC LAVATORY-INSULATE 0'-0' I of-ONtel 510 865 1113 PN)TIOILET HOT WATER AND DRAIN PIPE TYP PAPER TOWEL A4 �Typ DISPENSER/ TD-5 <& SANITARY NAPKIN fix 510 965 te11 DISPENSER (N) TOILETS PAPER TOWEL WASTE 3 RECEPTACLE/ TD-6 WOMEN TOILET EN TOILET WOMEN TOILET _ EXISTING 4 C3)-" _ _ _ WOMEN TOILET V4' ■ 1-0' V4* 1411" 2 V4' ■ 14r V4' ■ 14r f` -` (N) ACCESSIBLE 2 ) MIRROR W/SHELF<6H> -~ -- — TOILET PAPER —((N` CERAMIC TILL B.O. CEILING HOLDER - — ----- (E) DOOR VIF BARY CHANGING Gl WATER RESISTANT - 81_60 MTITIONS TOILET - STATION 1 GYYP BD TYP (N) SOAP -- t--- -- - - J _ - - (N) URINALS 5 KEY PLAN " <@> O 11 ----PAPER TOW / -- DISPENSERS, TYPO EL 3 11 r�� - R- T- - - - (N) MIRRORS-TYP 6 - - -- - - BABY CHANGING DISPENSER/ TD-5 OO _ _. -- O STATION -� (N) URINALS O5 l _ 0 ``. _. - PAPER TOWEL WASTE I i I 1 t PAPER TOWEL Fri - (N ACCESSIBLE 6� -_ - -- RECEPTACLE/ TD-6 O (� I `� -- tl ► HDCP. DISPENSER/ TD-5 O 11 --- _—__ _� _ _ l 1 (N) tAVATORY< 6 > NATORY I I ! II I + I ACCESSIBLE __ ->� (N) GRAB BARS `�-' I I. II I, STALL PAPER TOWEL WASTE 3 .—_- FIN. FLOOR ,..L. _ `, _L (' RECEPTACLE/ TD-6 -._ HDCP. --- 0'-0" ACCESSIBLE 8TYP STALL - TOILET STALL TYF O7 MEN TOILET VV as 14r MEN TOILET _ Ate' c MEN TOILET _ - MEN TOILET V4li 1-0 V4 0' t- Uj (N) ACCESSIBLE 3 TILES NOTE- WALL TILE ELEvA'nONS SHOWN ASSUME 4 1/4' TILE LAVATORY SPACING AND 1/8' TILE JOINTS ROUND- ED TO THE NEAREST 1/2'. MINOR HEIGHT ADJUSTMENTS (±) ARE ACCEPTABLE TO AVOID CUTTING CT-13 TILES IF THE TILE SIZE OR JOINT TOP OF WALL -_ CT-11 THICKNESS VARIES. ELEV +8'-Ow'- CENTER 8 -0CENTER PATTERN SIDE TO SIDE ON EVERY WALL OF TOILET ROOM, 18"06" MIRROR --- SANIRARY NAPKIN _ WALL FIELD DO NOT WRAP MEDALLION AROUND DISPENSER CT-10 CORNER. DO NOT LEAVE MORE LAVATORYO6 0 M JALLION PATTERN THAN wils,"� 'ALES 0 CORNER TOILET SEAT _ CA)—T11L ,�COVER DISPENSER SOAP DISPENSER PAPER TOWELr - - -I /2'=1'-0' TILE MEDALLION DISPENSER/WASTE 2'-8" '-Sz" I tPATTERN, A TOILET PAPER - TOILET SEAT RECEPTACLE O 1 - SEE HOLDER (TPH) COVER DISPENSER ` I B 0 TILE PATTERN TO CONTROLS IELEV- - -- - , RUBPLx BASt, TYP �, I I FIELD CT- 10 SANITARY NAPKIN - I_ r� •°OI ■I I I AND CT-13 RECEPTACLE ACCENT B I E FIN FLR_ • C -- - _ , • - B 0 ACCENT BAND �l HDCP ACCESSIBLE ELEV 0 -0 `� ELEV=2'-11 1/2" ENNIS HEATH PAY PHONE NSCOT CT-11 fl 31 PAYPHONE ATM MACHINE B WALL TILE ELEVATION J, ALAMFnd1.CA -� 1/40=1'-O" �3 GUEST RESTROOM 12 GUEST RESTROOM 1 GUEST RESTROOM _ PUBLIC PHONES TOILET ROOM WALL TILE DETAILS OF0 v4�■1-0r v4'■f-o' 1 v4'�lr-Q 10 V4• s tom' 9 W-m- PROTOTYPE SET rn.CDr,or:1+ ELECTRIC BABY PAPER TOWEL SANITARY URINAL LAVATORY TOILET P97 HAND CHANGING DISPENSER/ NAPKIN GENERAL NOTES DRYER STATION ',.ASTE RECEPTACLE DISPENSER O O —18*X24" WALL UNE Q JULY 1997 MIRROR O O O ^ URINAL TOILET v PARTITION SEAT WALL LINE TOILET PAPER A. CONTROL JOINTS SHOWN ARE SPECIAL COVER HOLDER CONDITIONS ONLY. REFER TO PROJECT DISPENSER- -� (TPH) MANUAL FOR CRITERIA, FOR LOCATION AND FIXTURE PLAN F-1 12-OS-9� �----SOAP 11 1� TOILET SEAT SPACING CRITERIA OF AL1 OTHER CONTROL D11r109e end r IOW mel"+iel sppeennp Urue conetiluln original o DISPENSER -- - - -- JOINTS and unpubluhed work Who Archilecl and may sot be duplicated, SANITARY Ila- o A o o o COVER DISPENSER o —' used or disclosed wrlhosl rr'llon coessel of the Whitest I9 �� �� o - 00 NArf�Irr (Isco) 1 , STANDARD F ►- -l �., o _I a _r `� I RECEPTACLE; ;,, ,- B. OR ADDITIONAL FINISH INFORMATION cV cv ® o FIXTURE HEIGHTS SEE ROOM FINISH SCHEDULE- SHEET AO.O.5 N U N C-) No Dell Issas C. FOR OWNER SUPPLIED MATERIAL AND 26_JAN 98 ISSUE FOR PERMIT AM.-%Q 1 H 4> PARTITION 18"X36" �WALL LINE 1 �O 1 - TOILET ---WALL LINE EQUIPMENT SCHEDULE - SEE AO.0.5 SEAT - ------- -- MIRROR TOILET PAPER COVER 30_0• 61p 0. R.B. TO EXTEND 6' BEHIND FIXTURES TOILET r HOLDER DISPENSER �` E. PAINT TO EXTEND 6' BEHIND FIXTURES. SOAP 11 SEAT 11-011 3 -6 (TPH) (TSCD) I DO NOT SAPID OR PAINT GYPSUM BOARD --- - INSULATE --- COVER MAX IN. - �- - - '>r HOT WATER - - DISPENSER DISPENSER- — -- __ FLUSH--- , CONSTRUCTION THAT IS CONCEALED BY © l `•m G o dt DRAIN - _ o � CONTROL - , FIXTURES. -� " .� -r INSULATE ---�-�-� 'e q r o a ■ :r of •r 6 �i I � °�' oec 8"I , o ¢ HOT WATER SANITARY-�_._ _ .- � o , I . I,_z PIPERS „. HANDICAPPED ACCESSIBLE o I '-o '`o f �` i _i ;:, do DRAIN NAPKIN ►:, SDE OF �1 N, - �, o s MAx C,,I �, �„'�`� RECEPTACLE -1 - I �+ , o FIXTURE HEIGHTS __--__-- PIPES HALL 1'-6?J _5 IMAX. 2 0 MIN. - -- W - - - - AC,CESSIBLE SIGN GENERAL NOTES TELEPHONE NOTES 1. THE INTERNATIONAL SeMBOL OF ACCESSIBILITY SHALL CONSIST OF b. RAISED CHARCTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. 1. IF PUPLIC TELEPHONE ARE PROVIDED, THEY SHALL BE MADE 7, IF TELEPHONE BOOKS ARE PROVIDED, THEY SHALL BE LOCATED 7. TELEPHONES SHALL BE EQUIPPED WITH A PRECEIVER THAT A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE SEC 1117B.5.6 /'CC'ESSIBLE. SEC 11178.2.1 WITHIN 48" OF THE FLOOR IF FORWARD APPROACHED AND WITHIN GENERATES A MAGNETIC FIELD IN THE AREA OF THE - EQUAL TO COLOR NO 15090 IN FELERAL STANDARD 5990. SEC 54" IF SIDE APPROACHED. SEC 11178.2.12 RECEIVER CAP. IF BANKS OF PUBLIC TELEPHONES ARE ---- - - --- 1117B•5,2 C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE 2. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30' BY 48" THAT PROVIDED, AT LEAST ONE IN EACH BANK AND A TOTAL EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM, ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A 8. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY SHALL COMPLY OF AT LEAST 25% OF THE TOTAL NUMBER OF PUBLIC 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO-HEIGHT THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. WITH THE FOLLOWING: SEC 11178.2.7 TELEPHONES, INCLUDING CLOSED CIRCUIT TELEPHONES RATIO BETWEEN 3:5 AND 1:1 AND a STROKE WIDT4-TO-HEIGHT IN HEIGHT, SEC 11178.5.6.3 SEC 11178.2.2 IN A BUILDING OR FACILITY, SHALL BE EQUIPPED WITH A - RATIO BETWEEN 1:5 AND 1:10. SEC 1117B.5.3 a, FOR SIDE APPROACH TELEPHONES, THE ENCLOSURE VOLUME CONTROL. SUCH TELEPHONES SHALL BE 6. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED OVERHANG SHALL BE NO GREATER THAN 19" AND THE Proletl No 17024-`^- - 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN 3. BASES, ENG, OSURES AND FIXED SEATS SHALI_ NOT IMPEDE HEIGHT OF THE LOWEST OVERHANGING PART SHAH. BE CAPABLE OF A MINIMUM OF 12 dbA AND A MAXIMUM OF - TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE CONFORMANCE WITH SEC 10 17B.5.2 do 117B.5.6 SIGNS SHALL BE INSTALLED ON .APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. EQUAL TO OR GREATER THAN 27' SEC 1117.2.7.1 18 dbA MAY BE EXCEEDED. PUBLIC TELEPHONES WHITH SC/1e MIN HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER t wi-- THE WALL ADJACENT TO fHE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SEC 11178.2.5 VOLUME CONTROL SHALL r3E HEAPING AID COMPATIBLE AS NOTED— CHARACTERS ARE PERMITi ED. FOR SIGNS SUSPENDED OR PROJIL TED h. FOR FORWARD APPROACH TELEPHONES, IF THE ENCLOSURE AND SHALL BE IDENTIFIED BY A SIGN CONTAINING SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SEC 1121B, THE MIN BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. 4. THE HIGHEST OPERABLE PART OF R;S TELEPHONE SHALL BE ;NITHIN OVEkHANG IS GREATER THAN 12 A DEPICTION OF A TELEPHONE 'WNDSET Wlii� RADIATING, THE CLEAR WIDTH OF THE Orarlq Tllle INTERIOR CHARACTER HEIGHT SHALL BE 30. SEC 1117B.5.4 MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE 48' OF THE FLOOR IF FORWARD APPROACHED AND 54" IF SIDE ENCLOSURE SHALL BE 30 MINIMUM; IF THE CLEAR WIDTH SOUND WAVES. SEC 11178.2.d ELEVATIONS OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON APPROACHED. SEC 1117B.2.6 OF THE ENCLOSURE IS LESS THAN 30', THE HEIGHT OF THE ------- ---- 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING LOWEST OVERHANG PART SHALL BE EQUAL TO OR GREATER EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC 11178.5.10 THAN 27". SEUC 1117B.2.7.3 a�rrwa�n�we�o■rr■ ,wn�►wD.o CHARACTERS ON A LIGHT BACKGROUND. SEC 11765.5 5. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT ' LEAST 29" LONG. SEC 11178.2.11 C. ENTRANCES TO FULL-HEIGHT ENCLOSURES SHALL BE 30"fir De/'A1ls 11.: ?t 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL MINIMUM. SEC 11178.2.7.2 "1110 CONFORM TO THE FOLLOWING: SEC 11176.5.6 6. TELEPHONE SFW! HAVE PUSH-BUTTON CONTROLS WHERE SERVICE 1FOR SUCH EQUIPMENT IS AVAILABLE. SEC 1117B.2.10 d. WHERE TELEPHONE ENCLOURES PROTRUDE INTO WALLS, `h a. LITERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32 MIN HALLS, CORRIDORS OR AISLES, THEY SHALL COMPLY WITH AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS SECTION 3105A(k). SEC 11178.2.7.4 ACCOMPANIED BY GRADE 2 BRAILLE. SEC 1117B.5.6.1jv 131-11'98-007,1 ��■ • ''0119 SWIlall131vd,tlnn '- " ' " ' 1 40 ol'59 - :.7}3 �'�"•.., N,M",,.r, ,,...., ,.. d..>irnw.r�"t...... .. .. -....,. ._..._....,-....._..........,�...,..._........,......�,..._,........_.,_..... ......,..._.................._.... ............„..............,.................i..�.i..w ...n....awn,...,...r,,,eu�r..w. ,u..,. IF THIS DOCIIMFtlT IS 1•CSF 11 111 .fly llfill I 111 III I l ILII IIT 111 1 i�lilt�111II11I111 til 111 111 1 1 111 111 III 1 1 111 tit 11t 1�T]�Tlr ��t lit 1 1111 111 111I11t Ill Ili Ill 111 . ., ! UG113LF THAN TIIIF `IOTATION' `�—--I � I I I [1111111111111�111111111111111T �1_ I I I�1 I I I__� _—�• � �_��I_I I 1�- IT IS 0111'. TO THf'. QUALITY OF C THF ORIGINAL DOCUMI'.NT. ---. -----ii- — � -- � rlL- - � Ie T , � �,VIII 111 Ill Illllilllllllll�lllllllIrI IIA IIII1IIIIIIIII 11'11 i-lil I IIIIIIIItIII_ATAH-,,o iilll IIIIiIIII IIIA Illi ilIII,II 1 illl�ll4illl-lll£i',I,, IIGtlnII-)inl,ll�l i111�11111e11It1ullll�I111nlll9tll�,�11111111111111111�111111IIIIll II I I 1 1111 l f 7 B y } r 4 NEON SIGN i SEES 15/A4.4.1 A �lC11`IT ��,1 � -/0 CEILING EL=13'-Ow AFF Deeele heath, Architect 1115 Atlantic Aveeue Alameda, CA 94501 HORIZONTAL NEON (RED) � lei S id $65 81113 EL 9' AFF -� Fee s10 e6s 1611 — —J B/0 BULKHEAD EL=9'0 AFF II II � O O O ° I II O O O ° (2) MENU BOARDS TOP OF BULKH&,D EL=6'-6" AFFf I- _ - - it V - I ! CT-2 - KEY PLAN EL=-'-6'-AF� N — - -- - — - I I 108 FOOD SERVICE -- - - COUNTERS do i - - - I - EQUIPMENT - - - _ -- , I - FLOOR LINE _ - EL=O -0 7 A4.4.1 � T;T SERVICE STORAGE WEST ELEVATION FROIT COUNTER WEST ELEVATION FOOD SERVICE NORTH ELEVATION 3 FOODS (:2)_FOQQ_SE_RVIC�E vrr� ui 1 u2tif-ir 0.9 ANGLED BULKHEAD SEE CEILING PLAN AT A4.2.6 .... " - - - - -?— — - r- - O - - 0 - - ° - ° - • r ° - o O ° �'�� - ° 0 - • C�'t _ V Dl1NIS HEATH — - - - -- — - AUAMED11L CA� + - OF OR�c� FOOD SERVICE PROTOTYPE SET _ _ I COUNTERS do EQUIPMENT _ P97 tttt-­-+_ - - - - -- - - - � - � JULY. 1997 1 A WEST TURN EAST TURN - WEST TJRN � FIXTURE PIAN F-1 12-08-97 D ae nge end 0111160 Inelenai appeaneg acme coeeUtule original FOOD SERVICE SEATING AREA NORTH ELEVATION _ _ _ _ _ and angdi9clo d vi of Inc Atcfillsoec1 and col be dapli fl 4 V2"•1-0r -laed or d��cloaad nthael wnllan couenl of the A+chiUci et GENERAL NOTES WALL TILE KEYNOTES: 1 �.� C 8/0 CEILING r,e 2611JAN 98�!iSSA FOR-PE F MID DID REFER TO PROJECT MANUAL ❑ CT- 2, GRAY FLECK EL=13 -0 AFF A. CRITERIA FOR LOCATION AND SPACING OF CONTROL JOINTS CT- 3, BLUE I I I B. FOR ADDITIONAL FINISH CT-- 7, GREEN GYP BD PAINT INFORMATION SEE ROOM IPS-1 COLOR C-6 FINISH SCHEDULE -SHEET AO.0.5 ❑ CT- 8, YELLOW VERIFY FINAL FIXTURE LOCATIONS -- - -- " C I I i 0/0 BULKHEAD_ WITH OWNER (� CT- 9, WHITE FLECK — � - ---- I _ - - - --- EL-9 -0 AFFD. WALL TILE ELEVATIONS SHOWN " v CT- 10, VIOLET ASSUME 4 1/4 TILE do 1/8 TILE I ❑ _ - - - _------_ .JOINTS ROUNDED TO THE NEAREST ° _ - O -� O O O - 1/2 . MINOR HEIGHT ADJUSTMENTS I �7� CT- 11, RED O I _ 1" ARE ACCEPTABLE TO - ( ) - - AVOID CUTTING TILES IF THE TILE _ • CT-9 FIELD W/ BAND ° O ° ------- -----•- w SIZE OR JOINT THICKNESS VARIES. LE - - - OF ACCENT TILES CT-3, - - - - - _--_ -- CT-7, CT-8, CT-10 -- ---- -- -- __ AND CT--' l SEE WALL - - ._ - __ ---- -- - - -- - - TILE KEYNOTES TYP � _-1 _� - - - -- - -- - ---- NEON SCHEDULE: OPEN - —}-- - - - - - - - - -- ___-- -------- T TYPE 'A': RADIUS= 6" LOW WALLDISTANCE= 10" SEE FLOOR PLAN 1/A4.2.6 - -- / - - - _ vraleot No -- / _ - - - - - i - 17024 � I TYPE 'B': RADIUS= 2'-0" PLM-3 _ / _ - - - - -- - - aut� AS NOTED DISTANCE= 2'-0" - - u Driving Title (rn --r_„_ FOOD_ SERVICE - _ a TYPE 'C': RADIUS- 3'-0" _— --_ � I ELEVATIOhIS DISTANCE- 3'-6" RB —_ --- ----------- — �eeratT\nmay�te+rrorvwuara ---- PT-21 COVE BASE TYPICAL FOOD SERVICE SEATING AREA SOUTH ELEVATION C5 FOOD oERVICE SEATING AREA WEST ELEVATION �. A4m33 . 1 a •I1uIji)K-ou'I4 — 9009 SW Hall 131vd, 11100 --- — • • — - - - _ . .,. -_ 41 of 59 NORM 1F THIS DOCUMF l'1' 1S LESS IT II III 111 III 111 I�jI III III 11111 IIIIII IIl 111 III III III 11'IIII III lIl til III III III I�jI III III III I i III TI' II I 1 T11llIl 111 I I III III Iii ill III III III I I J �` / I LRGTBLF TlfAtl PHIS 1IOTATION, 11 I I I ` I I I J I I I L_. I- 161- L_- I .....I.. — _..._._. .. �- --�- —--- - - �- - ...r.. I _ IT ,S DUE TO THF QUALITY OF THE ORIGINAL DOCUMENT. - — -- —_- - — --- � O��G 8L L�S 918 I L �L I S�G 16�G irG 01Z eTIIII'�[ LT 18T 191 6TT 16[ L[ I TIT I T I �I 19'I� 9 I �TI I I T I T��'TM (IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II I IIII IIII Illi (IIIIIIIII (IIIIIIIII(IIIIIIIII IIIIIIIIIIIIIII f III) IIIIIIIII IIII IIII IIII IIII IIII Illi ull IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IlGillll IIII IIII IIII 1111 IIII 11111111 IIII Int IIIIIYII 1 EQ. EQ. WAVE DIRECTION IS REVERSED IN ? ° SOME LOCATIONS. FORM NEON — ----- TUBING IN CONTINUOUS CURVE — -- PT RATHER THAN SEGMENTS. ' t, 11 I 10 START POINT AS DEFINED �---SEE PIAN F OR 16 GA WHITE ALLOY OF ZINC � PARTITION TYPE L SHAPE DIVIDER ANGLE, -- 15 MM NER N - SEE ELEV. I HEIGHT TO MATCH TOP OF A C H ! T.:.V OR LO FLOOR FINISHES ON INTERIOR ELEVATIONS -- - -- ---- ------ ---_11 KYDEX WAINSCOT WHE^E NOTED ON PLAN Dailii Ht1111,A10114411 .' ''� I I 1115 Allinl.0 /�tk�tl� I • I I Alamedi,CA 81501 SALES FLOOR CEILING 3 I --- --- — -- - +13 –0 � �` � i le' 510 885 81(83 a ��� Fik SIO 865 1811 • - I 0 PREMOLDED KYDEX — - 1 -- — — -W CORNER (K--1) _ 19'-6" PRIMARY_ NAVE _ _ 141-10 1 2" SECONDARY WAVE _ , I ---- GROU1 34'-4 1 2 SIGN HEIGHT 60" TO j RF — MIDDLE OF SIGN FROM L ("ONC SLA9 , FINISHED FLOOR INSTALL ON LATCH SIDE NEON WAVE PATTERN - REPEAT TARGET SALES AREA 102 __ SIGN DETAIL _ _ KYDEX o END WALL OR OPENING 1 PT TO RF TRANSITION 17 v4• • r� 93/4'•f-or 5 s• • t•� FULL ecA�E ® KEY PLAN Y Ml.A11^II. rK..A.E IE /:ll:'y` ) A�CCESSIBLE K.IKIf'i!7M, l:„W ie 6 .'A 9' —_ •16r/I[7UW�DS(K 1 7,J/95 .../ A16IMMUM:DSCAU 1 7/28/95 N --PICTOGRAM NO TACTILE REQ MIN 6" HT 6" -15 MM GREEN NEON r I TRANSITION TO 15 MM - 15 MM RED NEON 5'-0" — � ---- - --- -- 10" HIGH X 18 GAUGE 2 PIECE WAVE PATTERN AT ENDS CONCRETE FLOOR b OF GPAPHICZ TO FIN. FL. STAINLESS STEEL COLUMN W/ SEALER BASE - LOCATE SEAMS FACING INTO TRAFFIC do BUTT TIGHT At SALES FL. CLG. .r_ I TOGETHER METAL THRESHOLD Q SECURE TO FLOOR 1 ui - - ryj �` — +13'-0' N�SEX_ _= N' RESILENT FLOORING EL=10'- AFF • BOTTOM OF BELOW THE 2 ERAL Y 0.16 i SOFFIT+9'-0'16'-3" SALES COLUMN _ J 5/8 MIN �2 MAX) HIGH 1/32 RAISED, UPPER SIMPLE SEREF TYPESTYLE. SANS F OR ' • —HORIZONTAL 15 MM RED NEON BAND SIGN TO MEET ALL : APPLICABLE CODES- ADA, CA TITLE 24, UBS Ll REQUIREMENTS NEON GRAPHIC - PHARMACY NEON - GUEST SERVICE SIGN DETAIL FOR UNISEX TOILET SE o SALES COLUMN 2 RESILIENT FLOORING TO &18 v4••t-M 14 — ,/4• . 1.r 10 � . f-� (:6:YINLESS STEED- I v2• - ''� CONCRETE SLAB TRANSITIQ ,� "T," Y'N6'BI Up, :r.rgr Id 'n"41, Nfl'1".A,NDM. (N Ai, /n/al;9S r,n.1 fl I'M(. �r,iAl( U ° ` ati /--� OF DOOR -- --RADIUS HARDWOOD END. NIS HEATH DIAMETER TO MATCH WALL WIDTH , AUMED0.G 1/4' THICK - - - -- 9r , �Q SEE PLkN FOR PLEXIGLASS SIGN Rj=SILIEI T FLOOR SOF 01 PARTITION TYPE 15 MM RED NEON � \_90 DEGREE RADIUS rJ T - CORNER SIMILAR I (E) CMU WALL VIF PROTOTYPE SET # 2 6 STAGGERED 1/2' DIA. LAG CAR EDGE SALES FL. CLG - -- ?I , AND HOLES SMIOOTH NK MOLDINr, +14'-0" o 'r 2 6 EDGE OF AISLE 0 P97 PROVIDE AND N) GYP EDEN S o JULY 1997 It"—PLASTIC LAMINATE (E) COLUMN VIF r' I BOTTOM OF E FIXTURE LAN 12-08-97 __ —�-- I O 3/4 " PLYWOOD BOTH a 3 5/8" MTL STUD SOFFIT+8 -5 VIF I SIDES • • brearngs end nillen■elei is'eppeenpi Aerate coeetituU er(8uU _ and uppubl shod vork o!the Architect and MAY not be deplieetod, used or disclosed without ■niton coneont or 14 POO wl 5 j 8" GYP BD 8 I,j —5" X 12" X 1/4" BENT _ 7EEL PLATE •-- 5" WIDE, I `-� SECURED TO FLOOR AND -- CONC SLAB _ _ --- Isola BATT INSULATION Ti-P NOTE: NOTI NoDeloIteee, 0 EXTERIOR WAIL SEE A4.3.1 FOR MORE INFO 2X S AT BASE { SIGN TO MEET ALL LOCAL, 26,JAN 98 ISSUE FOR_PFkW AND END I ADA, CA TITLE 24, UBC CODE REQUIREMENT'S. ---- -- COLUMN AT WOMENS &15EON -_FOOD AVENUE— UBLIC RESTROOM DOOR_ SIGNS _ 7 RADIUS END _ 3 CARPET_EDGE MOLDING MT - - - -- - -- - - -- -- -- 19 TOILET ROOM , yr • 1-Or' x,, ,/4 . f-0• 01 -28EX �r�MN Wvx • f-01' • FQ017 SERVICE WALL ,i MfD;i IN.L:,Nf / Ilf��i{`owl( -kL n 7/28 195 rkY►rn vac D'�('iYt e PI.M-3 —2x6 BLKG CONT FIN. MATERIAL s'. - �-3/4 " PLYWD J -- .8 - - ----- 5/8" GYP BD • " u —2x6 WD STUDS 0 2'-0 3/8 " JT W/SLNT-2 0 _ --- RED NEON�IGRAPHIC 1/2- FIRE RATED � � FLOOR SLAB CJ — F�i"wuu 0 SALES a PLM-3 12" SLNT-4 --- - - ------ u i PLM-1 5"x1 4" BENT PLATEL CLI EVERY OTHER STUD, 60 - - COVE BASE - -- --- '_- 0 I bo —_ _ ,,E.._-_ AT ENDS AND CORNERS. 51 .I - - - ATTACH TO WD STUDS W/ �- - / (Ir 3- 1/4 \ LAG SCREWS.0 • ANCH•R TO FLOOR W/2 •- CT Drnjetl No 17,024 li Zo - B 0 BULKHEAD I 3/8 \ EXP BOLTS -- -- -- EL-9' 4" AFF AS NOTED RB BOTH SIDES — / _ 011*21 Mlle INTERIOR 15 MM NEON BAND DETAILS 1 - ---- 10'-8" --- - -- !4 I JQTL FUR OUT 2X6 - - -►�- VALANCE LIGHT STUDS OR RIP 2X8'S e Imo � AS REQ'D. TO MATCH � �>�m ' ' - -2'-6" 0 SOFTLINES- CONT. BACHERROD HIGH WALL OR COLUMN N.T.S. WIDTH AT SIM CONDITION — CONC. SLAB 0 r• A4 1 HOUR PHOTO NEON GRAPHICS_ OGHTING VALANCE _ _ LOW WALL TILE BASE & CONTROL JOINT 4,1 4 16 V704• , yr • t-o� 8 s r-000 sERVICE -_ - --I vs • T-w 7 • T-W lill{'98-11074 rroncarDA: 21 vuu v :LW VAAU a 7/7ei" �` •16kOftW OVAL n 7/28/" 04AIUMIG OSCkE + ?ISM � 9009 SW Hall Blvd,#100 42 of�9 " ... -- -__ 111I111 1I1II 111 IIII I111 II I III III IIII II �I I--II LII_II I—TT�T1IT 1111111 I III �� I I � I I s11T1T11111 �11111lIII IIII 111 11 I IF THIS DOCUMFN9IF IRSS �� II �� I1I �I t I.FGTBLF THAN THIF NOTATION, Pu ASa 1 ro THF. QUALITY OF --� -�--- I'1 1F DIIF Q - — _ No.ee 0'�r--. THF ORIGINAL DOCUMF,NT, �oS eZ 9L I L G 9G L 0 L 8T BT LT 9�T 19�1 1bT�T 6T GT TTT T 8 L 9 9 1r 6 6 I!: Iruw IIIIIIIIII IIII illi�llllllllllj�!TIII�II�IIIIIIIII IIII IIIIIIIII�IIII IIIIIIIII Illh�l''lllll�llll�llll�llil IIII�IIII IIII�IIII IIIIIIIIIIIIIUIIIIIIIII�j►Illlullj�jllun nn� IjIIIUI�IjIi 111111111 IIIIIIIiI jjnlllll jut IIII jnj�nn nn�nn nll�nn nnlun un�nulullllrlll tiI - BOTTOM OF (E) STRUCTURE 12 GA HANGER WIRE A / /Y4/ ' ' 3"x 1/4' DIAMETER CLOSED -48" O.0 do WITHIN 6" OF EYE SCREW WITH 1" MIN END OF CARRYING CHANNEL PENETRATION INTO WOOD 20 GA TRACK 3 5 8" MTL STUDS FASTEN r' USG/FURRING CHANNEL CUP ' -- TO STRUCTURE ABOVE PURUN WITH 20 GA SEE STUDS . " $Ll EACH SIDE USE 3 - 10 -12 GA HANGER WIRE SCREWS EA STUD N ) T "1 $ SUSPENDED T-BAR GRID - - -_ 1 1 ,")m CARRYING CHANNEL ALTERNATE SPLICES DONN DX SYSTEM OR 0 k-0' OC Deeele Heath,Arehileet EQUAL WHITE FINISH -- - IIIS Atlantic Araeue VARIES Alameda, CA 94501 SEE RCP'S Tel SIC 86S 8863 7-�? r— " ' Fai 510 i6S 1611 I I 18 STL CURRINC CHANNEL I � OVIDE 1 CLEARANCE BETWEEN FURRING ENDS AND Tr ABUTTING WALLS do PARTITIONS. ,\ SUSPEND ACOUSTICAL , FASTEN C TO WALL W/CUP L CEILING TILE PER ATTACH CLIP L. TO C 'WITH FINISH SCHEDULE #10-1 1/2" SHEET METAL SCREW 5/d" GYP BD TYP SUSPENDED TILE CEILING GYPSUM BOARD CEILING A.C.T.- y ( 13 FULL SCAM 9 � NOT USED KEY PLAN ASSEMBLY 110' w. At Wt*, WMA E.:A 6 N UmNI12 GA HANGER 6 OF END AT 48' OC FASTEN BRACE TO (N) OR (I CARRYING CHANNEL 2-2x6 SUBPURLIN W/ 4-10 � EA BRACE (USG) MTL FURRING CHANNEL CUP % / /--- FASTEN 12 GA CONT TOP TRACK --_ -----__--_ -- TO 4 x 6 BLOCKING W/ / 2-1/4"0 x 4" LAG 3-5/8" MTL STUD DIAGONAL ADDITIONAL HANGER WIRE SCREW 0 8" OC BRACING AT 8'-0" O.C. ATTATCH TO LOWER CORD OF BAR JOIST MTL STUD FAS -N TO TOP ' � -- 3-5/8"-20 GA CEE STUDS - - I rt TRACK W/ 2-10# SCREWS 0 16" OC TYPICAL ACT '- I I U46 HGRS -- --- - - _ 1-1/2' CARRYING CHANNEL AT I WEND 20 GA TRACK 48' OC AND WITHIN 6 OF WALLS (SPACE 24' OC FOR FIRE RATED " 1/2" GYP BD OR CONS ROCTION)—PROVIDE 1' CLEAR 3 5/8 UD B" ME 3/8" PLYWOOD OR - - - - AT AauTnNc WALLS AND PARIT10Ns 8 21) GAO 48" OC 3/8' TYPE 2-M PARTICLE �• TEE GRID -5/e' GYP. BD. NOTE: ALL SCREWS ARE #8 BOARD OR OTHER APPROVED 6" MET STUDMATERIALS BY UBC \ � 56 DETAIL BASED ON CADDY 1--7/9" FURRING CHANNEL AT RIGHT 20 GA 0 24" OC TEKS/3,UON, TYP ONE SIDE ONLY �• • CADDY CLIF FASTENERS MFG FOR FURTHER ANGLE TO CARRYING CHANNEL AND 1 INFORMATION CONTACT ERICO SPACED 24" OC MAX—SPACE FURRING . I W ACT UB PRODUCTS INC WII?IIN 6" OF WALLS AND PROVIDE 1' ui (Dill (216) 248-0100 CLAT ABUTTING WALLS AND 7 1\ ISOMEI-RIC VIEW PARTITIONS BULKHEAD 3 HANGING SUPPORT FOR SIGNS SUSPENDED GYPSUM BOARD DETAIL ® CEILING DRAFT BARRIER PERP. TO PURLIN a14 FUU. ��E 10 CEILING ASSEMBLY "'g 6 v4• • T-V 2 - we A16�SUPP orG D`..Glt :E Gh 1BH-FW,MC&A r 1128/9` AIKEKWW ff.Atf M %"reit. 1YPFRAYWDiOG DSCAF 96 7/10/05 --3 TURNS MIN • 16 GA MTL TRACK ATTACH TO QQSTING STRUCTURE ABOVF_ -STRUCTURE 11415 HEATH n SPRING CLIP 3/8 X 3 1/2' 12 GA. HANGER WIRE PULL—UP SNUG ALAMEDk CA W IT EYEBOLT �— 1 1/2' C 0 8'-0' OC MAX CPA VERTICAL ANTI UPLIFT STRUT -' - ACT ' OF 112' RIGID CONDUIT AT BOTTOM of OF oXT 144 SQ FT OR LESS NOTCH (E) STRUCTURE i 1/2' CARRYING CHANNEL MET STUD 20 GA LOWER END TC FIT OVER _V _ 0 4'-0' OC 0 24" OC PROTOTYPE SET RUNNER WITH 1/4' DIA MB - - / SECURE ABOVE TO STRUCTURE I ISEE FLOOR PLAN FOR WITH #10 SCREW 45 PARTITION TYPE P97 3"x1/4" DIAMETER CLOSEDi� dcRUND STUD JULY 1997 EYE SCREW WITH , MIN NER PENETRATION INTO WOOD _ _.. _-. +t�e- _ FIXTURE PLAN F-1 12-08-97 Dnriey: wri Ilea me 11011 eppurlog heteia constitute oliginel —J— - _ _ — 12 GA. DIAG. WIRE TIES AT 9'-0" MAX T' iod Uepu11L'shed v:rh of the Archllecl snd msy iol he depliceled, II - ___ f AND AT 30' FROM EACH OTHER DO NOT EXTEND CORNER used or duciooed snlhout Irnuea 0000eet of the Atchtlecl A BEAD THRU CONTROL - - - A 2—#10 SELF TAPPING SCREWS JOINTS No Dole file l bQjE; BRACING TO BE - —5/8' GYP BD OVER 7/8' METAL ACT EDGE MOLDING -- —_----- -- INSTALLED WHERE FURRING C 0 16" OC 26 JAN 98 ISSUE FOR PERMIT AND BID 4 -12GA LATERAL BRACE WIRES ODES BY LOCAL \_18 SELF TAPPING --- --- --- 0 12'-0" OC EACH WAY SPLAY SLIPPAGE OFF WIRE TIES TO AT 90 FROM EACH OTHER BOARD CEILING DETAIL BULKHEAD -- - - - ---- --- o &,, GYPSUMINITB 7 _ • TOr NOT USEDATERAL BRACE Idw Et"e.DVA1 I ,T,5 A16MLODW,W-41 4 '; N ,9 - - — --- -- - -�_— -__- (E) OR (N) SUBPURUN 45' BANGER WIRE AT 48" O.C. & -- -- - - ---------_-_.__--__ TYP MAX 4 WITHIN 6' OF END OF CARRYING /-- 3"x1/4' DIAMETER CLOSED - --- - -------- ------- — EYE SCREW WITH 1" MIN VERIFY OPENING SIZE WITH CHANNEL _ PENETRATION INTO WOOD Z_ MANUFACTURER ., 0 a\\ ul /�— 3"x1/4" DIAMETER CLOSED - -------- -- ---- ---- V r; 1?• \ EYE SCREW WITH 1" MIN ---i 243/8' X 30 3/8" OPG. PENETRATION INTO WOOD 24" X 30" DOOR '� -- ----'� 12 GA. HANGER 'MIRE SUPPORTS 0 4'-0* O.C. AND WITHIN 6 \ i OF FRAME FOR ACCESS DOOR - BOTTOM OF (E) ROOF STRUCT --MAIN TEE SEE STRUCT DWGS FABRICATE 1 1/2' C FRAMEcl FOR MANUFACTURED ACCESS - --- - --- - CROSS TEE -4 x f BLOCKING DOJACE FURRING C'S OR FRAME- TACK ELD TO Z ----RIGLE BRACKET I CLIP ANGLE AT WALL, TYP -_ L_-- -6" X 20 GA CONT TRACK Proiecl No 17024 r - w ATTACH TO TEE — --12 GA HANGER WIRE ATTACH TRACK TO DECK WITH —FRAME OPENING- ATTACH GYP.W/#10 X 1 1/2" 048" OC do WITHIN E" OF __ __ _ ___. _ (2) 10 TEK SCREWS ( BD. TAPE AND CEMENT FOR SHEET METAL SCREW END OF CHANNEL I i 0 2 -0 OC SMOOTH FINISH SURFACE `f 11e AS NOTED- �--# 12 WIRE 0 48" OC — ACCESS PANEL FRAME INTERIOR f� METAL STUD ---ACCESS PANEL FLUSH TYPE C; TAILS _ I�Q DETAIL BA;ECON CADDY I WITH CONCEALED FRAME FOR FASTENERS M.cFOR FURTHER INFORMATION CONTACT ERICO �- -(2) 1 1/2 " x 16 DRYWALL INSTALLATION- JL �wpa�r�se�atraearv►�ao.G r PRODUCTS, INC I INDUSTRIES MODEL. WB ` (216) 248-0100 , I GA BRIDGING 0 MIDPOINT Ore�bKf>*1 N O ACOUSTICAL TILE CEILING HANGER �WlRE ATTACHMENT BRIDGING DETAIL ACCESS PANEL ® I�YP. BD. CEILING A4� * ' --- - ____� $ T r1T.8 4s'21 1� s d F =� Blll'yN-0074 C1 6)- T .�� 90()9 SW{IDII Blvd.$1100 ra+-c Dwc DSVEF 1 1;1x,95 ntel-�owi 097u i r/28/9s !•_' ��6=eDc,oer:rncru � 1/28/W. Ea1�DrG DSC.rE ti � t sw /�� 43 or 59 ..trema■ .� IF TUIS,.;,.a: «wwuws;r....:...:.,.,,a,,_, .,,.::.:..,. ...A«:a,:4ar:-x _ Nel�ii/i'+/IGYrr•. A.,'SMl7i7tlr _:.,..,.p .AHA' � fir 111 Ill"I-It til III III iii Ijl ijt I II Ili Ili IJr TIT I�1 Ilr III I I III III III Ili iii iii lit i i iii ill iii I I III Ili I�I I I t�r T�T 111 1 1 111 SII Illllll ill Ilt ill I I ,,.,,, ! , M LFGIBLF THAN THIS tIOTATION, I 11 I I I 2 I I I J 114 61 IT IF DUF TO THF QUALITY OF "e THF ORIGINAL DOCUMENT. g �� c 8 �� �� --� j �—�a�o IIIIIIIIII ILII IIIIIIIIIIIIII�IIIIilill�llll ILII IIIIIIIII�IIIIIIIII�II I ILII ILII ILII ILII IIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIII IIIIIIIII 1111111 ilu�ffltnl IIIIIIIIIiIu�Illffllfffl iin�191I�n119ll�nll'll�nn sn�nn 611�nn ilii�ufl I rt, „4. g,,r. ARCH ITI ! R \ METAL STUD Oaaela NutA,AraAiUat KERF 0 STUDS 1115 Allartllc Aeeeue Alemeda, GA 91501 1 — 2x WD HORIZONTAL BLOCKING Tel 510 865 8663 SCREW ATTACH TO STUDS WITH Far 510 866 1611 (2) #12'X2' WOOD SCREWS EEAACH END SEE BLOCKING PLAN FOR HEIGHT ---GYP BD f r I ' H NOT USED 1 , INTERIOR wALLORIZONTAL BLOCKING • T� KEY PLAN ,�arwe_D�n>:Kr � �;:air� 0 N —5/8" GYP BD - FULL HEIGHT METAL STUD --1 1/2' INSULATION #7 2x WD VERT BLKG E�� _......,_ .��� :�; �:� .�..r .��-•-�; � _ _ ____._� ATTACH TO STUDS- DIA EXPANSION ANCHOR SEE PLAN FOR HT G� '�'/ A 16 OC- 3 MIN EMBEDMENT ui SAW KERF AT ' .�•� ,( �� i '4� CONC PANEL < <. STUD LO CERAMIC TILE 1" MAX I `--GYP BD SURFACE MOUNTED CONT 2X6 BLKG 0 SPACING STANDARDS 2� ~ NOTED ON PLAN . . �-SHELF STANDARD X22 ISPACING AS NOTEDi I SEE BLOCKING PIAN 3 ) BLOC�KIN�Go STOCK ADDITION2 VERTICAL BLOCKING 6 1 v7 ■ t-or • INTERIOR WALL _ BLnyoPi Dw,D.`4xk s -/:a/4,, A104MDK 05CN1 4 e11e/VS rI'r M�HEATH arAFOA METAL STUD (N) 5/8' GYP. BD 2 X 6 - PROVIDE 2 PER (E) CONC. PANEL WALL PROTOTYPE SET METAL STUD J` x`97 FOR ATTACHMENT TO CO CPANEL SEE(K�SIM JULY 1997 FUTURE PLAN F-1 12-08-97 WOOD CAP ABOVE CL Orerinps and written e!etvr!el r'ppeninq huele cc nelllule oripieel NO and unpublished work el the Arceitect end le!r lot be deplicated, used or disclosed entnoel wrntlee consent of the Arehileel 2 x CONT HORIZ BLKG No Date - — leer$ ---- --- --_ 26 JAN-98_ _ISSUE FOR PERMIT AND BID PLAN WOOD BASE CAP _ HORIZONTAL _BLOCKING - - -- - _ - — 7 1 yr ■ 14r 3 . EXTERIOR WALL I v2 • T-w - - -- - - *WFVtkDW.(•.rut '2E-J`, Al6HIBUDOC ffXAE 8 7/28/e+ --3/8' DW SLEEVE ANCHORS 0 24' OC-- 3" MIN EMBEDMENT INTO CONC PANEL WHLL �. —(E) CONC. PANEL. WALL - ---- - — GYPSUM BOARD -- - ---—- Li �� 1 k WOOD CAP, CUT TO FIT �, / /e / ,� % 2 BETeNEEN METAL STUDS SCREW --- - TO 2" X 6" CONTRACTOR'S OPTION TO PROVIDE SHEET —1- - METAL CAP IN LIEU OF WOOD �—— —- - - -- - CAP Project Mn 17024 AS �. SURFACE MTD STANDARDS Sells NOTED 2 X 6 WOOD STUD CUT TO EXCEPT 0 SIM 20 -- ----- -- MATCH HEIGhT OF WOOD BASE INTERIOR ore�le6lnle j - 1' X 12" WOOD BASE ---2x4 WD VERTICAL BLKG DET!LS 0 2'.-0" OC UON (UNLESS OTHERWISE NQTFD) l: DrethN Ma. �: B BUP98-0074 ASE CAP VERTICAL BLOCKINGA4 a SE_TION _ WOOD ` 9004 SW hall Blvd,aloo �� 11121 • To L4 . EXTERIOR W,u.L � • 1-7 1- !4 of 59 WW+se f M DYALf a , t;� Aierorer.urD +812111/15 .��.� �.. 10 000100fjmm 11 low 3 "IN, too 11'goo� IF THIS DOCUMENT iS LESS I�f 11f 111 III III III III I I III 111 111 1�JllIr II 11T111 III III III I 1 111IIIIIIIII IIIIIIIII1 _I �� ' -I x_41 !_l-��1_ _! I _l 1!� ! dust �6, � 1 LFG1BLF THAN THIS NOTATION, _ TT IS DUE TO THE QUALITY OF No 7e THE ORIGINAL DOCUMENT. 777 OIE— ft --,,L Lr —foS�L I U L 8�l I B11LT9T30XII IIII IIIIIIIIII IIII IIII IIIIIIIII IIII�IIII IIII IIII IIII III IIII flll�llll lllllllll llll�llll Illlllill IIII IIII IIII IIII IIII Inl luI IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Illl IIII IIII Illi IIII Illi IIII IIII IIII IIII IIIIIWII IL 4'-3� -- 1 11 1 4 1_-11-��- I 1'-8 47 21-2 1 4 - \ -- - ---- I CASH '� r REGISTER _ TOP OF / O m _ _ ____.__.___ � a � COUTNER 0 BOX ---- --- � r ►�1 . , 2'-3 3132" __ _ _ _ _ _ • —_ _- Deluhi Mee11,AroMlNal to ITIS Allenitc Avenue to O c - N iv • ' Aldnede,GA 91501 BOX - 00 CV os Tel 510 865 8619 N iv Fax 510 865 1611 N i I -1'-7 41/64* 1. I I 2'-1 r I _ 4'-3-3/64 '- ----- __ 1* 1•-------_ .---4'-0 L--1 OGA S/S ANGLE PLAN VIEW _ Cb ELEVATION � ELEVATION . . I I I 5 � CHECKLANE PLAN VIEW AND ELEVATIONS _ _ ^_ ' FOR REFERENCE ONLY NOT FOR CONSTFIUCTION — 914 s t-r (D KEY PLAN aeAe�w arc e h ACCESSIBLE CHECKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ui ON A BLUE BACKROUND AND STATING "THIS CHECKSTAND IS TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" C 5 4,5 4 3.5 3LAJ 24'.-0" 20'-0" 22'-0" 22'-0" J j 4 -11 4 -11 -10 4 -10 4 -10 -10 4 -10 4 -10 - -10 4�� 10 4 -10 5 4'-10 _ -- - -- COCART RAL 45 3 � j -10" '-10 4'�10 -10' -10 '-10 4'-10 h'-10 4'-10 4'-10 4' 10 0011 I i15 HEATH I I I AiAMED&CA PROTorw SET I i I I I P97 - JULY 1997 4 FlXTURE PLAN F-1 12-08-97 I Dretrings and written nelenel eppeetrng herrn coatUtute original and unpuhtiehod voile of the Atchitecl and ata!sol be dephealed, I� I used at disclosed without writes consent of the Architect u I No. Dote Issue 26 JAN 98 ISSUE FOR PERMIT AND BID ENLARGED PLAN ® ENTRY____ 24" MAX REACH DEPTH _ - - `------ - B.O. CEILING/_6 N —COLOR CHANGE IN 0 1 — STRIPE OCCURS BEHIND10 - - BACKLIT GRAPHICS CENTERED ON AISLE- -- _- -- _- - - — — -_ SEE SHEET A431 I t� T ~T FOR LOCATION o I PAINT STRIPE- CONTINUOUS BEHIND M I SHEET A 311 FORCKLIT COLOR w - -- Pta�ecl Mo 17024 ATM REACH RANGE LIMITSBACKLIT ---- 3 1— CORRESPONDING REACH HEIGHTS FOR GIVEN DEPTH: - OWNERS FIIXXTURESPIAN s"'� AS NOTED v FOR LOCATION 4 "' 9 INTERIOR " WHEN D = 1 T, H = 50.0• MAX a*le IHIe -- WHEN D = 10" OR LESS, rl = 54 MAX. --- _-- WHEN D = 180, H = 49.5' MAX ___ _ DETAILS ----- --DISPLAY FIXTURES� WHEN D = 12", H = 53.11Y MAX. WHEN D = 19', H = 49.0' MAX WHEN D = 13", H = 52.5" MAX. WHEN D = 20", H = 48.5 MAX qWFIFN D = 21", H = 47.5 MAX N WHEN D = 14', H = 51.5 MAX. WHEN D = 22', H = 47.0 MAX + e WHEN D = 15, H .0" 51MAX. WHf_ND - 23', H46.5 MAX WHEN D = 16", H = 5G.5" MAX. = WHEN C = 24", H = 46.0 MAX ,. ""i'9" °°'" nooy sis I,rsf� �wIlt1n Illvd.+�Io° TYPICAL PAINT STRIPE _ ATM REACH RANGE LIMITS8 4 ' --- — I * A IDUNE8 U4• a Y.p• V14hx 1`1"0201 Ot,kd_IfyUA'',PAIN'T Oar. .�. �•�� — AWDOU a 3/19/97 IF TIAs DOCUMPNT IS t,FSP rl Ilr III IIIL'll Ill SII I VIII ililfjl I I1�Ili tlt 11r rL��i�III Ilr Ili I�jI�111 III Ili 11�1�i11t�fl�ill tlt ill IQI III T11 ISI 19TlTlr Thr 1�1 1 1 111 111 III III III Tw LFGIRLF. THAN THIS NOTATION, . - ..- - ----=L- - --=L- `�- ---=1--- _ --i..I I V �J_' �� L tT IS DUI' TO THF QUALITY OF 0r�F7 THP ORIGINP.I. DOCUMENT. - Ali­@ �_-- -- -_ _-_ _-._ - - - - __ No 30 -+ L LCL 91L + L 6 L 6 6 tU� 6I �ILT�I 9I I J fi[ GI 11 1 TI�j £ rTI 1,•;1IIIIIIII IIII�IIillllll�llll lllllllll IIIIIIIII Ilil�llll IIII IIII IIII IIII IIIIIIIII�IIIIIIIII illl�llll IIII IIII IIII�IIII IIII IIII IIII I!II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIIIIIIIIIIIII IIII IIIlIWII 3 2 -T - - - -- ------ - CEILING G M T STORE P - 'a , x : EXISTING LOW - -- A CH S 0 E SCQ E ON CEILING ; WALL TO REMAIN __ REPLACEMENT OR CLEANING ITEM EQUIPMENT �. --- - ---- LIGHTING _)' HEDI.JLE y�y•. r OPROVIDE NEW LIGHTING FIXTURES AS REQUIRED FIXTURE NO QTY DESCRIPTION kiMAPM EXISTING TO RAISE LIGHT TO PROTOTYPE LEVELS 6 FR - - LOW WALL___ --- -- - HIGH WALL IGH WALL OPROVIDE PARABOLIC LENSES IN SEATING AREA 39 n C --- --- - - — 35 A' REL , ---- — — -- _..- — ---------- --- 55 Z i `H RELOCATE 25 Irl Sit RELOCATE ----At.. L HIGH WALLS IN SEATING AREA (INCLUDING EXISTING, , 635 t R .FROO75 NAPKIN pSYSTEMOUNTER r RELOCATE REUSE U DoteitMeaih, ArcAii�dl _ OFINISHES TO BE SE_A _LiI_L OPA, CERAMIC TILE TO APPROX iI" 088 i 1 F �r T T REUSE 1tiSAlltnllcA141#4 A.F:F, ABOVE GRAY CE PAMIC IALL TILE, WALL FINISH TO BL 112 1 I ' 1 ( REUSE Alameda, CA 94501 PROVIDE NEW FL OR TILE l PROTOTYPE 117 0 RPOT COFFEE B01A r _ _ RELOCATE RELOCATE lot 5108058663 / CONFETTI TTI T PI i = C� _E a UNDE ,IDE ❑F _FILING, PATTERN TO REDUCE 141 FR014 � - -i - RELOCATE Fa► 5101651it1 EXISTING BULKHEAD TO REMAIN EXPAND SEATING AF'EA IN FREQENCY ABOVE LINE OF MAIN BULKHEAD: 01s 1 FRI T / P REUSE 020 1 1 T- SR REUSE 8'-11' AFF. TO BOTTOM _45 F x -GRAY � �� 45 F T r I �tiQ - -- -- OF❑kTION OF NC w HIGH WALL 12 BE FI-IN T TIN TOP OF 45 NG/TABLE/HANDICAP t � — � EXISTING LOW WALL, FINISH TO MATT It 4g FSR ST �� ST `' //�l - ADJACENT CONSTRUCTION. 47CHAIR/WITH R ED Ca 48 F` 9 - IT A r HAND F PIZZA WARMER P SH - C�' 49 Y)7 3 TRASH RECEPTACLE ----SOFFITS/BULKHEADS 50 F r J PROM E NEW OREPAINT SEAGULL GRAY (ELIMINATE RED TRIPE) 50_ RBONATOR. /85-1923-115V ��O��J �Oa ���� FLOO TILE 12 FS0038 818 RACK I PLUMBING/ELECTRICAL 42 F` P Z ' ' ¢ � Ica bispENsEp • LAN D �<c.QO¢� a�� /p�c'� -- -- - - -- 0 TRENCH FLOOR FOR SYRUP AND 43 car DISPENSER/8-HEAD LR- FN nC 1 P PLUMBING N T N R` R COUNTER. 5MICROWAVE- N N ���,� — LI ES ❑ UNDERSIDE SIDE OF BEVERAGE COIN ER. zs FS0061 +1 ATFILTERP SYSTEM1 - V) P ,�� �� ¢O ��� - -- O REPLACE WATER FILTER IN EXISTING LOCATION 4s or' "x`';aF F"'-r�. o Q - - r 1FS-251b Z OREVISE PLUMBING FOR NEW AND RELOCATED FIXTURES fi0 Ir TRASHT T R% LITE F. 4 HOT P -4N T IN`. RT I'RAr Z - — - `` 38 F 7 T R ' H R R EXI;TING BULKHEAD TO �' \ / P,PEIVI C NE -- OLOCATION OF NEW CHASE FOR S rRUP LINES 32 F > P 2 t LGE 4 REMAIN 6'-5' A.F.F. � / � FLOORT _ F a Ir TO BOTTOM ,APPROX) `` 079 rODEL T-4LGI- _- MENU BOARD _ 1 �+ BUILD NEW ST K ROOM i F50085 1 HOT R s i y OPROVIDE NEW MENU BOARD IN LOCATION OF 087 EXISTING MENU BOARD. j 090 F 1 T I K FR T EXPRESSCOSTOM 094 F 4 T `,N S' 140 F4 1 PTI h %40RK/NAPKIN-;TRAWS SIDS CCNDIIAENTS, _ ---- - - FLOOR TRANSITION 55 1 C r N \. "\ 31 F 111 I W 4 WFC O 1 ' i ros, IOPROVIDE FLUSH TRANSITION STRIP, -113 1 , OB _ ___- _ _--� _ MINIMUM 1 1/2 WIDE, BETWEEN EXISTING tis ( OR NEW CERAMIC TILE AND GRAY 120 F 1 0 1 0RY • A A A P APP CIXTUPF bt')rF L.JFINISHES TO BE SEAGULL RAY CERAMIC TILE TO APPROX, 3'-0' a5 F 1 TING N ; ' A Fx r a - A.F:F. ABOVE GRAY CERAMIC. WALL TILE, WALL, FINISH TO BE PROTOTYPE FOOD SERVI CERAMIC FLOOR TILE. - T � ( h` I�0 I� 28 14 i POPCORN PUPPED. MODES '�u23TN W!BUChET OIL PUMP /=l 14, AN T CONFETTI I`D' PATTERN SHOULD NOT BE 153 1 1 DISPLAY rU R INT R TOP% R -1W -r CONFETTI TILE T❑ UNDERSIDE ❑F CE.I_ING, PATTERN T❑ REDUCE .ter► 154 ' FSO1 a 1 -R / r AVENUE IN FREQENCY ABOVE LINE F MAIN BULKHEAD. INSTALLED IN TWO FEET OF TRANSITION STRIP 155 F 1°.- 1 FP'i F A N — I - - - ----- - - - ----PROVIDE AND INSTALL NEW WHITE FRP PANELS 160 1,.0160 I CE CREAM DIPPING CABAET\8 ( ! 176 Z c _ 188 _ T' IN 197 7 1 R 1 RAYSLIDE 4 WALL DEIK)�'F INISH PLAID FS-1 Ii 4'=1'-L'" 3 2 1 T _ —-.-----CEIL.ING �1111] 0 • OMATCH STORE SCOPE ON CEILING, O ALL F R NUMBERS DENOTE. REUSED// RF LOC ,- ED EXISTING LOW WALL TO E BUILT ---- _ - REPLACEMENT OR CLEANING EQUIPMENT UP TO 4'-6' A,F.F FINISH-S TO BE -` -"--- LIGHTING �� )t � H�TM n LL pp OPROVIDE NEW LIGHTING FIXTURES AS REQUIRED TO RAISE �) I • .� MANDARINGRED W ALAMCCA WITH LIGHT T O PROTOTYPE LEVELS IN SEATING AND PREP AREAS, A L 1-- F S NUMBERS DENOTE NEW E Q U I P M E r11 � At" __ - PROVIDE NEW FLO R TILE OPROVIDE PARABOLIC LENSES IN SEATING AREA. e O S E E PLAN F 0 R THF F 0 l_LOWING NUMBERS : "�"a�' �- - - --- OREMO\/E 4'-0' WIDE PORTION OF WALL. REMOvE PROTOTYPE SET REMAINING PORTION OF HIGH WALL DOWN TO 4+ 6' A:F.F. ENTIRE RUN ❑F LOW WALL TO BE 4'-6' A.F.F.1'' 1 EXISTING PREP COUNTER AND ALL UNDERCOUNTER EQUIPMENT TO REMAIN. P97 - j .- - ---ALL HIGH WALLS IN SEATING AREA (INCLUDING EXISTING 0 r` 1 --- - SEE PLAN FOR EQUIPMENT LOCATION CHANGES. O FINISHES TO BE SEAGULL GRAY CERAMIC TILE TO JULY 1997 XISTING-BULK AD TO REMAIN c ' _ APPROX. 3'-0' A:F,F, ABOVE GRAY CERAMIC WALL TILE, 2 EXISTING PREP COUNTER, GRILL STAND AND UNDERCOUNTER EQUIPMENT S b' SEATING: 54 ►' - WALL FINISH TO BE PROTOTYPE CONFETTI TILE TO O �';'�QP��� 8'-1V A.F.F. TO BOTTOM a \ .,EXPA?P) SE ATIN _ -I� UNDERSIDE OF CEILING. PATTERN TO REDUCE IN TO REMAIN. SEE PLAN FOR EQUIPMENT LOCATION CHANGES. FFIMRE PIAN F-1 12-08-97 s FREQUENCY ABOVE LINE OF MAIN BULKHEAD: Vra30 REPLACE ENTIRE FRONT COUNTER WITH NEW COUNTER WITH 12 BUILT-IN endunpublshedogs end 1veelofthelArclel Dleclt odsoyseli ttieiu Uoiled, O DASHED LINE REPRESENTS PORTION r ► �� P�p� �•<<v s OF :.'�1_L_ TO BE REMOVED: MERCHANDISER. used ordisclosed rithorl .rillee cooelnt of the Arollloel I D 2 Q No:..-..Dile �� ICE d? - 26 JAN 98 �E.� AN 010 - l '��' ----SOFFITS/BULKHEADS PROM E NEW SQUARE FOOTAGE SUMMAF" 1 - - Ftaa TILE - -- - Y ADDITIONAL FIXTURES V F 4 OREPAINT SEAG1J1_L GRAY (ELIMINATE RED STRIPE) p -- — (INDICATED FIXTURES NOT SHOWN Q¢O �; '�'� /10 -- �� J r PLUMBING/ELECTRICAL ON PLAN) SEATING AREA O TRENCH FL ,90P FOR SYRUP AND - - --- ----_-. PLUMBING LINES T❑ UNDERSIDE OF BEVERAGE COUNTER. PREP, SERVICE I ' FS0120-ACCESSORIES/SMALL WADES ----- -___ � ,��,J ��� ✓ F- ===-- - I AREA PACKAGE r� U � � O REPLACE WATER FILTER WITH NEW R P F `n (1) FS0065�IENU BOARD/EXPRESS --- --- ---_—__ _ I' r WATER F I UM RNIN EXRISTING A CATION z �•- ,.•��"` , ,.�, �® BACK ROOM/ O E ISE PLUMBING G 0 NEW AND RELOCATED FIXTURES STORAGE AREA -- - ------- - - -- rzrl /' � PR VIDE NEW - - - -- -- - -------- -- - --- OLQCATIO�I OF NEW CHASE FOR SYRUP AND PLUMBING LINES BOTTOM ❑F- EXISTING , �P F R TILE ��� - -_ - ❑ f REMOTE BULKHEAD AT 6 -5' A.F.F. --\ ' � - - -- --- - ---- p DASHED LINE REPRESENTS PORTION STORAGE AREA - - -.-----___ TO REMAIN �, �z -- ��� 1 --_ �> Food SERVU OF WALL TO BE REMOVED. - ¢ — — - � STORAGE 'J .i --- - — --- --- / BUILD NEW STOCK ROOM v MENU BOARD TOTAL. -- - - VIDE NEW MENU BOARD IN I-OCATION - F FF�A'54� F P,.1�c3`i4 PLO--,4 F.F 15 OF EXISITNG MENU BOARD Pump FLOOR TRANSITION - - --- - \ r - I OPROVIDE S I S T I N � � -- - ----------- TRANSITION ON :,TRIP, MINIMUM 1 1 IDE, BET'v✓EEN EX --- - - -- $ ---------- -------- -- ----_. :,.: ____ ---- -- - --- ------- - - - ------ ---_ __-- - - _---- --- -- - - r ,-� � Project N o 17024 -- - OR NEW CT IC TILE AND GRAY 3 RUl_K CO2 TANK LOCATION FINISHES TO BE SEAGULL RAY RAMIC TILE i0 APPROX, 3'-0'— FOOD SERCERAMIC FLOOR. TILE, ,`ISS-1 1,4 1 -�A.F,F. ABOVE GRAY' CERAMIC WALL TILE, WALL_ FINISH T❑ BE PROT❑TYPE - T CONFEFTI PATTERN SHOULD NOT BE Sti1i AS NOTED CONFETTI TILE T❑ UNDE RSI E ❑ CEILING, PAT"'��RN � ❑ REDUCE � - -�-�- - IN FREQENCY ABOVE LINT F MAIN BULKHEAD, INSTALLED WITHIN TWO FEET OF TRANSITION STRIP, -- --- _ ._._._� L -_- Dri.ty)Illi BRANDED FOOD - flROVIDE AND INSTALL NEW WHITE FRP PANELS -CONCEPT PLAN FOOD SERVICE FLAN V!E-W 'W;/ PEYOTE STORAGE FS--1 1, ,1' 1'.-0' • BU.9$-0074 9009 SW(fall Blvd,#100 46 L F 59 ;ft ::, ,,.-:, ,;; ., i r:.z>uui? ,._;,,,, .;,«t'ta,,r�uexrrlrne�. ,: ...�, _ • ~ IF THIS DOCUMENT TS LER Tj Ilr TII III 1111111 III I I III III III I I III 111 1jT t1� 111 II_f IIII ! 111 tl1 111 III 111 III III I I 111 111 111 I 1 111 TI1 111 1 t TIT 111 III I 1 III III 111 III III 111 111 I I I ' 1i � � b i � � 4 I � I � X116 � �, � � i I > > > > �bIII �� ilk LFGTBLE THAN 'i'H1S NOTATION, `-_- 1 —� �--_--_�_ -�--.___ I �I _—✓�- --1 �� 11' 1S DUF TO FHF QUAI.TTY OF •� ter,.' �� THF. ORT G I NAL DOCUMENT. — -TT- — -" I P�Ll G 11L Tit,911 �GI�GT GIT__ — L -T99rll Illi IIII IIII IIII IIII IIIIII IIII IIIIIIIII IIIIIIIIIIII JII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII Ii�llllll IIII IIII IIII IIII Ilii IIII IIII IIII IIII IIII IIII I IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII nn IIIIIfJII • . • . a- Vu �.�`w "r 4j I a.. Aj,,-_TOP CEILING _ TOP CEILING TOP CEILING Oonnls Neth,AfsMilld EL�13'-0" AFF .�EL `13—'-0' AFF —'— EL=13'-0" AFF 1115 A114nbc Avenue Aiom6d4, CA 64511 MENU BOARD BULKHEAD 8613 SEE ELEVATION NUMBER 5 FOR MENU BOARD DETAIL MENU BOARD BULKHEAD rel S10 885 f u 510 ei{ 1611 tirr SIGNING BUL.KHW SIGNING BULKHEAD Alf-,TOP COUNG TOP CEILING IOP CEILING EL=9'-0' Af F { -- — 'f EL=9•-U" AFF � {�-- - Y EL=9'-0" AFF 'Y --- /- PR�JIDE WIRE FOR s / A FUTURE CASH REGESTER 43 43 1, 39 41 9 34 t__9' 0 9 �j I 42 42 � i � _ 31 31 53 �53 51) (j) KEY PLAN � a - - 12'-0" 60 ® 5 MERCHANSIDE 0 io j SPACE _ - C14 NOTE: COUNTER TOP AND CABINETRY PLAM NOTE: COUNTER TOP AND CABINETRY PLAM `a NOTE: COUNTER TOP AND CABINETRY STAINLESS STEEL Uj 1 SELF SERV BEVERAGE / _CONDIMENTS 2 FRONT COUNTER - ORDER STATION w FRONT C NT vr•T4r ,ar t-or 3 _ OU ER Ll �r wpt MEATH NOTE: EQUIPMENT FINISHES ,,,,t��a A W STAINLESS STEEL -------- ---- -------—� PROTOTYPE SET I I I I ' I P97 Aj,\TOP CEILING TOP CEILING I I , TOP CEILING JULY 997 �EL=9'--0" AFF EL=9 -U" AFF F_L=9'-0" AFF FIXTURE PLAN F-1 12-08-97 Dleelepe and wimep neteriel eppeYlep 181#11 coellifete ondloal ''r BULKH� — -- --.. end unpuhlithed roll of the ArcAilecl and lee f eol be doplieeted, �j BULKHEAD I � I1 BULKHEAD used Of(113041#d 1`01104( e►niten coeelnl of the AfCAlleet EL-6'-6" AFF 9 1 SEL=6'-6" AFF EL=6'-6" AFF No DUe Issue 26 JIW_98. ISSUE-FOR PEWR AND BID O 1 A _ T pr9n 50 7 N NOTE: COUNTER TOP AND CABINETRY PLAM NOTE: COUNTER TOP AND CABINETRY FtAM NOTE: COUNTER TOP AND CABINETRY PLAM - - - - -- --.------_____ Of W L ci Of BACK: COUNTER '� BACK �C:OUNTER _ vr•T-r 5 vr�T=o� 6 BACK C:r?UNTER -- V2 wT4r o 'meet IIs. --17024— $Cele r AS NOTED CJ u►,.ill rine FOOD SERVICE EQUIPMENT ELEVATIONS N '' `: f Y' J 1 FYi Y ���e s 51 � i BUr'98-0074 900()SW 11811 Blvd- • • — IF THIS 15 LFSS ,____,_I___—► � .__ � j1 I_I �_I IL!.-_ -- _ 111111.1 111_ITIi __--_ _._ 111' � frjr ►jl�'IllilIIIIiLFG101.F PHAId THIS MOTATIGN, 4 Ilf I i ! IT IF UUF TO THF QUALITY OF `— — THF ORIGINAL UOGUMFNT. --77-- (IIIqI BIIII�II2,111-1,11-11 II-G11LI-I-- -- -- �1111Fmt1li �6IT,,,I ,, IJ911 -I 41i 161 I �IInl1n6nri!iI II`ItIIII tIII11111111111111 I�rIt�11 Icul 16� 1�1i �u1 In1 1n� �1n nu 111 nn 1��� ink unlu�l __. _ _... ., .... ... - . ..:.. r.' n r .w...' .. _s' .. y 2 _.,t• .,. . s •Y' t._,,, {-' . 1 'l.?,. t,i TClt1h.♦ .. . 1. • t •t- ...-. .. ,. . . t t W ." . -� it. •., H :4, ,Y' +� a. a1�. t � Cn _ � � 7d' .. .. , r. , . „ .. , a}_ ,_ i_,.,. r. ... . tM1 t 1. ! ! 'lr;t'•r - � 4.. .. ., �.r .... .. t't .: t .�_. s+.:- .. _. , i„ . .., .. ..7L .v{. .'71.:.C, T+¢:. i . +� �.. . K y •- .yNf�;1t �' - ,gyp. ;�' �. rt •.. . F ..( ,rt, ..,... ::. .. �', 'l�.,. r•r J iti � '. ,.:• yk, ,.�- .r ��% .P t. '�, , 't' . .. • 01 0 11 0 Il 40 :. 1 . .. -�t4'k, ,�. � a'• � . :iii`. A _ �,, t � +. J:. ,, } r ' - .a�. .. �C ,1'•r. ,� '�'...�, i'L'� ', � .); tr•.r � �' �, �,:;iti :. a:,-�"' ;� M. t' .F. .. INA ., GENERAL REINFORCING STEEL ABBREVIATIONS tA A.B• ANCHOR BOLT L.L.H. •. • - LONG LES �` '� '� 1. ALL LUMBER SWILL BE N0. 2 DOUGLAS FIR-LARCH (WCLIP OR WWPA) 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH 1. THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. ARCH. ARCHITECTURAL HORIZONTAL ; - . EXCEPT: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 r AWP ARC✓itECTURAL. WALL PANEL L.L.V. LONG LEG VERTICAL ' ". A. INTERIOR STUDS: STANDARD OR BETTER. LATEST APPROVED EDITION), AND THE ACI DETAILING MANUAL AS 2. ALL CONSTRUCTION, TESTING AND INSPECTION SHALL CONFORM TO THE a ' •' • '� �,! B. BEAMS, POSTS AND STRINGERS: NO. 1 DOUGLAS FIR-LARCH, MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. UNIFORM BUILDING CODE, 1994 EDITION '"� e►?• BOARDMAX. MAXIMUM �; t �"'. UNLESS NOTER OTHERWISE ON PLANS. BLDG. BUILDING M.B. MACHINE BOLT "'� ' �'> r C. MAXIMUM MOISTURE CONTENT SHALL BE 19 PERCENT. , 2 REINFORCING STEEL TO BE ASTM A615, GRADE 60 DEFORMED BARS, 3. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN BLK. BLOCK MECH. MECHANICAL GRADE 40 FOR #3. WELDED WIRE FABRIC TO BE ASTM A185. PROVIDE DETAILS SIMILAR TO THOSE SHOWN. SUBJECT TO REVIEW j BLKG. BLOCYING MIN. MINIMUM 2. GLUE-LAMINATED TIMBER BEAMS- -0" N. BOUNDARY NAILING MISC. MISCELLANEOUS A. CONFORM TO U.S. VOLUNTARY PRODUCT STANDAR[, PS 56-73. 3. ALL LAP SPLICES SHALL BE 40 DIAMETERS OR 2'-0" MINIMUM M UNLESS 4. VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, BOT. BOTTOM B. LUMBER: DOUGLAS FIR--LARCH COMBINATION 24F:(SEE SPECIFICATION) OTHERWISE NOTED ON SCHEDULE. MAINTAIN 1 -1/2 CLEAR MINIMUM ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. EXISTING Defois 1111811,Architect BRC. BEARING N.I.C. NOT IN CONTACT Fb 2400PSI BETWEEN PARALLEL BARS. DIMENSIONS AND FEATURES SHOWN WERE TAKEN FROM ORIGINAL DRAWINGS. y - BY ALEXANDER F. RITTER ARCHITECT IN ASSOCIATION WITH SETTER LEACH 1115 AtIalis Are1Ne B.S. BOTH SIDES NO. NUMBER Fv 165 PSI BTWN. BETWEEN N.S. NEAR SIDE E = 1800 KSI 4. ALL REINFORCING STEEL_ AND EMAEDMENTS TO BE HELD SECURELY IN AND LINSTROM, INC. PROJECT N0. 9088.1301 .49, DATED 2 JULY, 1U88 741 $10 , 1 113 N.T.S. NOT TO SCALE C. ADHESIVE: DRY CONDITION OF SERVICE. PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TSI 5111If5Iff9 CTR.J. CONSTRUCTION JOINT NEW OR (N) NEW D. APPEARANCE: INDUSTRIAL GRADE. TO ALLOW WALKING ON REINFORCEMENT. NO BRICK OR. POROUS 5 OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE Flt 510 ffS 1f 11 OR C.j. E. PROTECTION: SEAL. ENDS AND BUNDLE WRAP. MATERIAL SHALL BE USED TO SUPPORT REINFORCING. CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE CTL.J. CONTROL JOINT O.C. ON CENTER F. PROVIDE AITC QUALITY MARK ON EACH MEMBER AND CERTIFICATE STRUCTURAL ENGINEER BEFORE PROCEEDING *TH THE WORK. CMU CONCRETE MASONRY UNIT O.D. OUTSIDE OF CONFORMANCE WITH ANSI/AITC A190 1.1983. 5. WELDING OF REINFORCING IS PROHIBITED UNLESS APPROVED BY COL. COLUMN DIAMETER G. CAMBER ALL GLU-LAMINATED TIMBER BEAMS ON A RADIUS OF 1200 STRUCTURAL ENGINEER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIR!N:; ALL PERMITS FOR CONC. CONCRETE O.H. OPPOSITE HAND FEET UNLESS OTHERWISE NOTED ON PLANS. WORK SHOWN ON THESE DRAWINGS AND ANY SHORING, BRACING OR CONN. CONNECTION OPNG. OPENING 6. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE SCAFFOLDING REQUIRED TO COMPLETE THIS WORK. CONST. CONSTRUCTION 3. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE DRAWINGS. NO SPLICES IN REINFORCING WILL BE PERMITTED UNLESS CONT. CONTINUOUS P.A.F. POWER ACTUATED SHOWN ON THE STRUCTURAL DRAWINGS. �.n PRESERVATIVE PRESSURE TREATED, U.O.N. 7. SEE ARCHITECTURAL DRAWINGS FOR ITEMS AND,,/Olt DETAILS NOT SHOWN C,P. COMPLETE PENETRATION FASTENERS ON STRUCTURAL DRAWINGS. COORDINATE ARCHITECTURAL WORK WITH G PL, PLATE 4. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL. BE SIMPSON 7. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL THE STRUCTURAL WORK. OPENINGS IN FLOORS, BEAMS, OR JOISTS DET. DETAIL PLY. PLYWOOD "STRONG-TIS' OR APPROVED EQUAL. WHERE CONNECTION IS NOT OR COLUMN REINFORCEMENT. EXTEND DOWELS 40 DIAMETER MINIMUM LARGER THAN THOSE SHOWN ON TYPICAL DETAILS OF STRdCTURAL IIIA. DIAMETER P.P. PARTIAL DETAILED. PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK 3" ABOVE DRAWINGS CHALL BE REVIEWED BY STRUCTURAL ENGINEER BEFORE DIM. DIMENSION PENETRATION RECOMMENDATION. BOTTOM OF FOOTING, UNLESS NOTED OTHERWISE. PROVIDE PROCFEPING WITH THE WORK. D.J. DOUBLE JOIST CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. DWG. DRAWING REINF. REINFORCED, 5. BOLTS FASTENING WOOD MEMBERS SHALL BE FITTED WITH STANDARD 8. DURING TilIZ CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE DO. DITTO REINFORCING, CUT WASHER AGAINST NUT AND BOLT HEAD. HOLES FOR BOLTS SHALL 8. MINIMUM COVER TO REINFORCING. 3" WHERE CONCRETE IS POURED RESPONSIBLE FOR THE SAFETY OF THE BUILDING THE CONTRACTOR REINFORCEMENT •� AGAINST EARTH; 2" WHERE EXPOSED TO EARL H PUT PLACED IN FORMS; SHALL PROVIDE ADEQUATE SHORING, [RACING, AND GUYS IN E.F. EACH FACE RWD. REDWOOD BE BORED 1/32" MAXIMUM OVERSIZE. RETIGHTEN ALL BOLTS BEFORE 2" WHEN EXPOSED TO WEATHER; 3/4" FOR SLAB-ON-GRADE: 3/4" FOR C .1 CLOSING IN. ACCORDAN E WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. EL. ELEVATION WALLS AND SLABS ABOVE GRADE NOT EXPOSED TO WEATHER; 1 -1/2 FOR E.N. EDGE NAILING S.A.D. SEE 6. PARTITIONS PARALLEL, TO JOISTS: PROVIDE DOUBLE J015 i I INDER BEAMS AND COLUMNS ABOVE GRADE. 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER SPECIFICATIONS TO EXIST. EXISTING ARCHITECTURAL PARTITIONS. THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. OR (E) DRAWING 9. A;.L PREVIOUS NOTES APPLY TO MASONRY REINFORCING ALSO. E.S. EACH SIDE S.U.S. SELF-DRILLING 7. NAILING SCHEDULE: FOLLOW NAILING SCHEDULE AS SET FORTH IN TABLE 10. DE SIGN LIVE LOADS: E.W.E.F EAC14 WAY, EACH FACE SCREW 23-1 -0 OF THE LATEST UNIFORM EIJILDING CODE. NAILS MAY BE BOX OR 10. ALL SLABS ON EARTH SHALL HAVE JOINTS INSTALLED TO PROVIDE ROOFS: 25 PSF MGN-REDUCIBLE SNOW LOAD EXT. EXTERIOR SECT. SECTION COMMON WIRE, AS ALLOWED IN FOOTNOTES OF TABLE 23-1 -0. NAILS APPROXIMATELY 20-FOOT SQUARES, UNLESS DETAILED OTHERWISE ON E W EACH WAY SIM. SIMILAR THE PLANS !HERE CONCRETE POURS ARE STOPPED, THE JOINT SHALL 11 LATERAL LOADS SQ. SQUARE CALLED FOR ON PIANS AND ALL BE SHALL BE COMMON WIRE. HOT- BE FORMED PER TYPICAL CONSTRUCTION JOINT DETAIL. WIND:BASIC WIND SPEED 80 MPH EXPOSURE C DIPPED GALVANIZE[` NAILS SHALL BE USED WHERE EXPOSED TO FIN.FL. FINISH FLOOR SPECS, SPECIFICATIONS WEATHER. USS ONLY COMMON NAILS FOR PLYWOOD NAILING. SEISMIC: V = U.1375 W SEISMIC ZONE 3. F.O.CO. FACE OF CONCRETE STD- STANDARD 11 . REINFORCE ALL ARCHITECTURAL CONCRETE WITH WELDED WIRE FABRIC. F.O.W. FACE OF WALL STGD. STAGGERED6X6 W1 .4XW1 .4 MINIMUM, U.U.N. W 07 cv�l` F.S. FAR SIDE STIFF. STIFFENER 8. PLYWOOD SNE�iTHING: FTG. FOOTING SYMM. SYMMETRICAL A. GENEFr;_: EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE UJI- F,W. FILLET WELD TRADE14ARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL 1= CV " F.N. FIELD NAILING MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARD FOUNDATION = CO 4 T.O.PL. TOP OF PLATE PS 1. DC NOT USE ANY PLYWOOD PIECE WITH LEAST DIMENSION 1 FOUNDATION IS BASED ON SOIL REPORT Br KLEINFELDER INC Cy Cm t F.P. FULL PENETRATION T&B TOP AND BOTTOM OF LESS THAN 2'-0". DATED 10/i6/97 CV GA GAUGE THD. THREADED ROOF - 1/2" OR 15/32" PLYWOOD U.O.N. (SHOWN AS 112" PLY ON T.N. TOE NAIL GALV. GALVANIZED PIANS) SHALL BE: APA RATED SHEATHING, STRUCTURAL I EPDXY ANCHORS IN EXISTING CONCRETE T.O.C. TOP OF CONCRETE M G.L. GRID LINE EXTERIOR, 32/16. PROVIDE ONE PLYCUP PER JOIST 2. SOILS ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY O GLB. GLUED LAMINATED BEAM TYP. TYPICAL SPACE AT ALL UNSUPPORTED EDGES WHERE JOIST i . INSTALLATION: OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT CC T.O.S. TOP OF STEEL SPACING EXCEEDS 16" O.C. SEE PLANS FOR NAILING A. -HOLES FOR EPDXY ANCHORS SHALL BE DRILLED WITH A ROTARY OF CONCRETE FOR FOOTINGS, GRADE BEAMS, RETAINING WALLS � 0 ~ r HORIZHORIZONTAL AND BLOCKING REQUIREMENTS HAMMER OR OTHER SUITABLE METHODS TO ENSURE THAT EXISTING AND SLABS. Z c N.S.B. HIGH STRENGTH BOLTS B. FLOOR AND ROOF: INSTALL PLYWOOD CONTINUOUS OVER TWO OR REINFORCEMENT IS NOT DAMAGED, ALL MiSDRII_LED OR UNACCEPTABLE _ C Z U.O.N. UNLESS MORE SPANS. STAGGER END PANEL JOINTS. HOLES SHALL BE GROUTED SOLID. 3. DESIGN PRESSURE: Q (] OTHERWISE NOTED ALLOW 1/16-INCH SPACING AT PANEL ENDS AND SPREAD FOOTING - DL & LL 2500 PSF 4 _ I.D. INSIDE DIAMETER 1/8-11',CH SPACING AT PANEL EDGES. B. THE ANCHORS MUST BE INSTALLED IN ACCORDANC= WITHF-- a INT. INTERIOR VERT, VERTICAL. REQUIREMENTS GIVEN IN THE ICBG RESEARCH COMMITTEE BOTTOM OF FOOTINGS SHALL BE LEAST 12" 1 BELOW LOWEST V.I.F. VERIFY IN FIELD RECOMMENDATIONS FOR ;WE SPECIFIC ANCHOR. ADJACENT FINISHED SUBGRADE FORR INTERIOR ANDD EXTERIOR FOOTING. J.H. JOIST HANGER W.P. WORK POINT 4. CONTRACTOR TO PROVIDE FOR DE--WATERING OF EXCAVATION FOR EITHER WELDED STUD 2 GROUTED ANCHORS SHALL BE RAMSET/RED HEAD OR APPROVED EQUAL. SURFACE WATER, GROUND WATER OP, SEEPAGE, I. REQUIRED THE APPLICABLE ICBO REPORT NO. IS 4825. 5. BACKFILL. OVER-EXCAVATED FOOTINGS WITH CONCRETE OF ;AME DESIGN STRUCTURAL STEEL STRENGTH AS FOOTING CONCRETE. 3 HOLES DRILLED FOR EPDXY ANCHORS SHALL BE CLEANED WITH AIR COMPRESSOR. 1 . STEEL USAGE: 6. NO CONCRETE SHALL BE POURED IN ANY FOUNDATION UNTIL EXCAVATION HAS BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER. A ALL ROLLED SHAPES AND PLATES, ASTM A36, U.O N. B PIPE; ASTM A53, GRADE B. 7. STEP CONTINUOUS FOOTINGS AT VARYING ELEVATIONS PER TYPICAL C. TUBE: ASTM A500, GRADE B DETAIL. SLOPING FOOTINGS IS PROHIBITED. D BOLTS: ASTM A307 (M.B.) E. SHEAR CONNECTORS: ASTM A108 S. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL_ BOTTOM OF F. ANCHOR BOLTS: ASTM A307 (A.8) FOOTINGS SHOWN ON THE DRAWINGS ARE MINIMUM AND SHALT_ BE (:i) THREADED RODS: ASTM A36 TESTING AND INSPECTION LOWERED AS REQUIRED TO REMOVE SOFT AND LOOSE MATERIAL. 2. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN 1 . SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE 9. TOP OF FINISH SLAB = DATUM = 0'-0" ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. UNIFORM BUILDING CODE REQUIRED FOR NISHKIMN AND ASSOCIATES 3. ALL WELDING TO CONFORM TO A.W.S. AND TO BE PERFORMED BY PLACEMENT OF CONCRETE AND REINFORCING STEEL CERTIFIED WELDERS. 1 Holland curt, Suite 100 EPDXY ANCHORS San Francisco, .9 94 t 03 MASONRY CONCRETE (4141 541 -9477 4. ALL BUTT WELDS ARE TO BE COMPLETE PENETRATION U.O.N. ALL FILLET n - Fax (415) 5a3 5071 WELDS TO BE A.I.S.C. MINIMUM SIZES BASED ON THICKNESS OF MATERIAL WELDING F STEEL 1 . ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI �2•R(TR JOINED, U.O.N. ?. SEE SPECIFICATIONS FOR MORE INFORMATION 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR ��P� INCEF`cS, '7 FORM AND REBkR CLEARANCES TO BE ENCOUNTERED. (SEE A.C.I.) c� S�°'g q• ti 5. WELDING ELECTRODE - E70XX, U.O.N. = 15,344 CONCRETE UNIT MASONRY (CMU) 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALT. BE FULLY 6. BOLT HOLES FOR MACHINE BOLTS SHALL BE NO MORE THAN 1/16" DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. OVERSIZE, U.O.N. WHERE OVERSIZED HOLE REQUIRED, PROVIDE 1 CONCRETE BLOCK SHALL BE HOLLOW, LOAD-BEARING CONCRETE RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE �.. L 5/16"X3"X3" PLATE WASHER WELDED TO THE STRUCTURAL MEMBER. MASONRti UNITS CONFORMING TO ASTM C90, GRADE N-1 . MORTAR SHALL CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR 0 lA '.9 � BE TYPE S. GROUT SHALL FOLLOW CONCRETE REQUIREMENTS, EXCEPT REVIEW IN ACCORDANCE WITH UBC SECTION 11905. MIX DESIGNS ��+' L NQS 7. ALL STEEL MEMBERS CONNECTING TO OR SUPPORTING FOOD FRAMING FOR SLUMP REQUIREMENT SUBMITTED WITHOUT THE REOUIRED TEST DATA WILL BE RETURNED SHALL HAVE 1/2" DIAMETER THREADED STUDS AT 24" ON CENTER TYPICAL, WITHOUT REVIEW. U.O.N 2. REQUIRED DESIGN STRENGTH f'm = 1500 PSI; PROVIDE CONCRETE ejno �e MASONRY UNITS, AND GROUT WITH A MINIMUM COMPRESSIVE STRENGTH 3. ALL CONCRETE SHALL HAVE THE FOLLOWING 28-DAY STRENGTHS lid ve cu�iioAeas and wrltlon* e,ar,' 8. CONTRACTORS SHALL- SUBMIT DETAILED SHOP DRAWINGS PER OF 1900 PSI AND TYPE S MORTAR PER UBC REQUIREMENTS. (MINIMUM F'C): 3000 PSI FOR FOOTINGS, U.O.N I" w ' 't ,'eArt'. Ir; ga, ro' o' SPECIFICATIONS FOR ALL STEEL_ TO THE ARCHITECT FOR REVIEW PRIOR AT CONTRACTOR'S OPTION, STRENGTH MAY BE ESTABLISHED BY PRISM r,i G �;!n+p^ iu' N' 'rn ':� �� n' ' TO FABRICATION. TEST PER UBC SECTION 2105.3 . 9 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED, U.O.N. 3 USE OPEN END UNITS, BOND BEAM UNITS AT REINFORCING. 4 SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER Ne. W11/17/9- ute Ism UNITS SHALL BE PLACED IN RUNNING BUND PATTERN, UNLESS OTHERWISE PERIODS OF TIME (LESS THAN 28 DAPS). - . "- - 1 1/17/9' 40fi PROGRESS SET 10, ALL STEEL SHALL BE RED PRIMED PRIOR TO ERECTION AND PAINTED TO NOTED __-_ 5 PORTLAND CEMENT SH ALL CONFORM TO A =.T.N. C- 150 TYPE I OR II, LOW 12/23/97 8015 PROGRESS SET MATCH BUILDING EXTERIOR U.O.N. ARCHITECTURAL DRAWINGS OR DETAILS. 4 REINFORCING BARS IN MASONRY SHALL CONFORM TO THE REQUIREMENTS ALKALI. 01/13/98 1001° PROGRESS SET OF ASTM A615, GRADE 60. LAP SPLICE`_ IN HORIZONTAL REINFORCING 01/26/98 100% ISSUE FOR PEFMIT do BID SHALL. BE 40 DIAMETERS OR 2'-0" MINIMUM TYPICAL UNLESS OTHERWISE 6 AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL NOTED ON PLAN. VERTICAL REINFORCING TO BE ONE PIECE, NO SPLICE, REQUIREMENT SAND TESTS OF A.;J.T.M. -33 AND PROJECT UNLESS OTHERWISE NOTED ON PLANS. SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF • 5. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. THE STRUCTURAL_ ENGINEER 6. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, 7 CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY SAND EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. BLASTING OR MECHANICAL MEANS CLEAN BEFORE NEW POUR, LOCATION TO BE APPROVED BY THE STRUCTURAL ENGINEER. 7. CELLS SHALL BE IN VERTICAL_ ALIGNMENT. DOWELS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 8 ALL CONCRETE TO BE REINFORCED UNLESS SPECIF'ICALLti NOTED "NOT REINFORCED". 8. ALL. ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 2" OF GROUT SURROUNDING THE 9 MAXIMUM SLUMP SHALL BE FOUR IN^:HES, UNLESS NOTED OTHERWISE. Anl T. 10 GROUT UNDER BASEPLATES, SII-l. PLATES, ETC. SEE SPECIFICATIONS. 5. REFER TO ARCHI I CCTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATI�RN AND JOINT TYPE. 1 ' . CONDUIT OR PIPE SIZE (O.D ) SHALL NOT FXCEED 30% OF SLAB rn rnTHICKNESS, AND SHALL "IE PLACED FOUR DIAMETERS MINIMUM APART, 10 CONTINUOUS MASONRY WORK (WHERE INbPECTICABLE) TESTING IS REQUIRED FOR ALL UNLESS SPECIFICALLY DETAILED OTHERWISE U 12 PkUJEC'TING CORNERS OF BEAMS, WALLS, COLIIIANS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS OTHERWISE NOTED ON PfNleel No. 6824 r ARCHITECTURAL DRAWINGS. _ i = 13 PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL Ef4SURE THAT S01It /8' =t'-0" U.N.O. f > ALL EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERL'T i 12- 0 Zr LOCATED AND SECURELY TIED IN PLACE Drowlep Title GENERAL NOTES Q ! Ln 14, SUBMIT LOCATION PLAN F'JR ALL PROPOSED JOINTS NOT INDICATED ON i I � ! o _j DRAWINGS FOR APPP.OVAL PRIOR TO WORK. U O (n LT) Blowing Mn d• CCj � m to Z � s s1 ,0 I li N1 � -- BIJP98-0074 9009 sW Ilall Bivd.MI00 q NON*- aR.: [bta sr� F: k IF TH15 DOCUMENT 1S LESS T 1 IIIIIII 11I111�111 I II11 II I;III I IIIIIII 111111 1111!1 11111 11111111 IIIIIII` IIIIIII IIIA�IIIIIIIII VIII I�I�II1�1 1111 1 illli I�1 IIIIIIII111 111111!11111 ILIILIL111 LFG181,E THAN THIS NOTATION. 1 "1.__II I. I III I.._"J_-I�__ •1 I_-�'1 I-==I--- �__.- --' J+ �o►%� IT IS DUE TO THF QUALITY OF - _ - No.7e THF ORIGINAL DOCUMEN'T'. � 8 L 9 L '- LIE BIS L 3 1 8 Ili 1 I TTu �L 8 i 8 I L E 91f 11911 1b T 161 161f 11[t30X VIII ILII ILII ILII IIIIIIII11111Iill�llll llll�llll IIII�IIII ILII ILII ILII Illi Illi ILII IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIIIIIIII ILII LII IIII�IIII ILII ILII ILII ILII ILII ILII ILII �!!! il!I!III ILII ILII ILII ILII II11 1111 ILII ILII ILII 1111 1111 1111 1111 ILII ILII III1111111Y11 ;; . .i:- - - .ypq,,. ^'.�.r.Ywta',•fi ""�+f ',e1ft;•.v,�r..y4....�v.". ys..sa. 'N't'?+ ,i" .. f '� - CURB WIDTH AS RE01tiRE0 TOP OF WALL U BARS TO CURB 4"Mud -- g'MAX. �___- , ' ' f LINTEL REINFORCING: WHERE EXTENSION IS NOT POSSIBLE 1 r MATCH WALL � � MIN. EMBEDMENT a coNr - � - � 'H"z 4'MIN.- t 2"MAX.-_j l EXTEND BARS AS FAR AS POSSIBLE --1 HORIZ. LAF < V r -#4 DOWELS 2-�l5 FOR OPENINGS LESS THAN 5'-0" STD. HOOK REINF = I OPEN END / - / Q t Y '* - -- -- 'y Jrf 0 12 oc. sFr r--� t�'I , 2- 6 FOR OPENINGS 5'-1" TO 8'-0" AND HOOK, TYP. #` vLRI SPLICE --' u SEE SCHEDULE I ROUGHEN / OF MIN . TiF. BLOCK 2-#5 VERT O O SURFACE - IN EPOxY - o m j ANCHOR BOLT (A.B.) TOP OF SLAB - TYP. WALL i 0 N �T __-_.__ __ MIN., TYF a m 1 j SEE SCHEDULE (SLAB REINF. MIN REINF - - - U U.N. O z { --U M NOT SHOWN) MIN 2'-6" MIN 1 �, -�- / NOTE: SEE SCHED. FOR If g Z o z Tr P \ G TYP. WALL REINF. , - -- O 2 1 1 -� P-4 - (E) SLAB 04 CONT. HORIZ. BARS i_ 4 OOw S • 24•o c -rZ , T n Li `' __ BREA�" SHELL FOR OPEN K E Nf W/ t'-'6" BENDS AT ALT. BENDS) ��1 MMS, 1N3M1 LIN,EL REINF FLOW OF GROUT, - ----� --- CORNERS (OR 18'x18" 5. T-� - TYP I j z CURB AT E SLAB D°wELs) TYPICAL CURB 11iAA1ft>wNIANIM! i FACE of CONC. I ,_ --- 4i/u�S.CA/4111 '- #5 f - 1 INTERSECTION CORNER OR CONC. BLOCK -~-- ' 6X6,W1.4XW1.4 TN 611101413 U.O N. FLOOR LINE _ [�c)U I_E t�1A_T 2-#5 VERT. I w.w F J.0-N, Fes$11111 N1) \ MIN. 1 yv' i StN(__,_l C MAI _ + , ; SEE ARCH. FOP 512E AND \ I t MIN., TYP. I HORIZ L AF' LOCATION INSERTS AS REO'D ,�CURBS SEE ARCH. DWGS.-if LINTEL AND TOP OF WALL U.0.N. I OPEN END BLOCK, SPL IC I- BY ARCH AND MECH 1�CLR ALTERNATE I - NOTE: MINIMUM BOLT SPACING BOLT EMBEDMENT SCHEDULE DRAWINGS. - \ TYP. WALL REINF HORIZ. LAP SPLICE / / 2-{�5 VERT. �_- BENDS, TYP. -_� SHALL BE 12 BOLT DIAMETERS STANDARD HOOK WHERE MIN. -_ # MIN., TYP. BOLT SIZE EMBEDMENT ; 17'1 IL - _ w - - WITH WF 6 DAME 4' EDGE DISTANCE EMBEDMENT NOT POSSIBLE g v 4., NOTE: EXTEND JAMB BARS ------- - ----- - - FLR TO FLR, OR FLR TO ROOF _ - STD a (%PEN END - 4- - -fir 4 DOWELS WHERE OPENING EXCEEDS 4'-0" #5 MIN. 2- 15 MIN. BREAK SHELL FOR — O 16' O.C. HOOK C7♦N Bl_OCK 5' ��� M4 CUNT. BANS, FLOW OF GROUT, ELEVATION SING MAT DOUBLE_MAT z _ _ - --- o" , SEE CURB DETAIL IN WIDTH OTHERWISE EXTEND - TYP. le FOR REQUIREMENTS I I I /8 6 TYP "F�'- 4"MIN.- 1 Z`MAX — 40 DIA. OR 2'-0' MIN. PLAN — JAMB OR END OF WALL -- T" INTERSECTION CORNER CONC. SLAB REINF. ISLAND NOT SHOWN MINIMUM REINFORCING AT CONCRETE MASONRY WALL OPENINGS REINFORCING AT C. M . U . BOLT EMBEDMEN�f CONC. CUF�BS AND ISLANDS 13 12 WALL INTERSECTIONS 8 SCHEDULE FOR CMU 4 -- 4-�l5 VERT. TYP. TOP OF CONC. THIN POINT SHOWN puce JOINT SEALANT, SLAB EL. - 1' F" MIN ON PLAN THUS: . S.A..D. SEE PLAN / (_)R t 6 DEPRESSION "'•' 01 WALL A �f, __ - � -� \ - __ . ___ — � SEE PLAN ' BARS Ea�H l_-- _ --� U \ ---- - --— - FACE C��Jr TOOLED JOINT ~� � HLAPI w 01.) C* SA►IvOBLAST (E) SURFACE AND qpaL• 3 SLAB ON GRADE, FIRST 1 SECOND `v GORNER BAR I 90' H",), �4 O x 16 ROD � POUR POUR RCN(MNG AGENT - I r I rN SEE. PLAN j MAY BE USED ®16"G.C. GREASE CONTINUE WALL 'CHORD REINF" a � X. IN LIEU OF BEND ONE END THROUGH JOINT, TYPICAL DEPRESSED SLAB CONDITION z CV -� -- -__-�_ - - SEE WALL SECTIONS AT ROOF O SD CIJT EVERY OTHER HORIZ. LEVEL FOR CHORD REINF INTERSECTION CORNER wnu REINF, HOOK, ENDS N4 (` 'N' m w I'"�' v ca c • 1--- �. C.J., SEE ARCH DWG FIN, GRADE OR U1 In 0%' °90° , d2. �-�•O °n U� Ft's "T' W PAVING - ( f ALTERNATE 1.. NOTES: PLAN SEE PLAN + l"�•/�� l��i*\, ,� n ,1� ,�` rt _...-w+ � .. BENDS. ryP ' - _ _. ,-_ - -- """' CONTINUE 50% OF ---- ` ` 3 E0. SPACES • (Et ��%CRETE *ALL PANF 1 L 1 CONTROL JOINT TO OCCUR Al APPROX. MAX 40'-Q",, 'tjr• / TRANSVERSE REINF. (I/3"•KEY) _ ( WALL WITH SEE PLAN FOR LOCATIONS. •I THROUGH JOINT I BARS AT 2. CONTROL JOINTS ARE NOT TO BE PLACED WITHIN "'y 1'-0• �' t•-01' . r EPDXY GROUT --- -- . . -- -- PANE: ,. - CENTER OF 4'-0" FROM ANY DOOR OR WINDOW OPENING OR s3 '- tN) GRGUt s ` LION vTPT• TY, WALL GLULAM BEAM POCKET. r 3 CONTROL JOINT AT WALLS WITH PURLINS ARE TO / MIN y • BE PLACED APPROX. MID-WAY BETWEEN TWO CONSTRUCTION JOINT ADJACENT PURLINS. EDGE OF SLAB CONDITION INTERSECTION CORNER 4, COORDINATE ALL CONTROL JOINT LOCATIONS WITH La ARCHITECT PRIOR TO IAYING MASONRY. P�Ar� AT Cti1U CONNECTION TYPICAL REINFORCING AT 5-AT CONTROL JOINT CID SLAB ON GR,,DE CONCRETE WALLINTERSECTION C. M . U . WALL DETAILS '/' DEEP TOOLED 0;4T ALTERNATE. WI� '/, MAX. EDGE SAW-CUT WITHIN 12 HOURS ✓� RADIUS OF PLACING CONC _ PIPE THRU HORN". LAE' FOR PIPES IN THIS AREA / STEM WALL LOWER FOOTING SO PIPE) 2 "d" MW SRI ICE PASS THRU STEM WALL * �` '� `r �c� POUTING DOWELS $HAL L MATQH ' 9 I M h I MIN. TFENpH l.r �\, WALL REINiORCING IN URADE,! SIZE AND NUMBER, rYP Ni�i'NpAPI AIiD AS90CIKtt3 J I�- - - C EX AV. : . . " Soft* FINISH GRADE - -�� TOE' REINF., WHtRC OCCURS ��� ,, g410� (415) "541-9477 a BOTTOM REINFF)RCINCS SHAM MATCH ~�""N' ' - WHERE CON•1'tNUOVS POUR PS USED r Fox X1415) X43-5071 4 J�EI�IN�. I! - I = I1 _ I t Q OF FOOTINCi c a _ CONTINIJOt,J , FOC)(ING BARS �r 1 IN .�17L ANI, NUMBER E D BACKFILL a --- _-- -• PE RO PER SPECS _ �_— , ._ __ ---�_, CONTROL JOINT ��� F19 - -'- T - - - - - - - — �, \ (J ' Q ,344 ` \ SLAB REIN% OOTING 1'-6/ 1 ' z �a i'a� _..._. ( r OREG0111. ti ERRLJ TED BY , WID�H MIN. � CbMPACTED w a I i f- - �'� ?-3 •aa I I I-IDENINC SHALL FILL 9076 �, �, "D" OF SLEEVE / Y - �� ti ti ; ti 5� r' PLAN BE REPLACED AT BOTTOM OF TRENCH EXCAVATION �___ __.. N DENSITY _�,. r' ___ _ ALLN EA. SIDE OF THE SHALL NOT EXTEND BELOW `� ! I 3" MIN 8Al2 COVER. CONTROL JOINTS SHALL BE SPACED NOT MORE THAN 20'-Cr 3"2" OPE', NIG OPENING EOUALL', THIS LINE \ I N TYP. IN BOTH DIRECTIONS WITH AN ASPECT RATIO NOT GREATER THAN 2 TO 1 CONSTRUCTION JOINTS SHALL BE SPACED / // �� t - 1► I NOT MORE THAN 80'-Cr' IN BOTH DIRECTIONS. CONTRACTOR a+¢t aet r,I ee •IIIKit�ooaat +iT nWpir cosi itch 6(111161 ��- NOTE THE CONTRAC'OR SHALL 9E 2 �� - HORIZ. LAE-' TO susMlT JaNf LAYOUT TO ARCHI ECT AOR APPROVAL \ RESPONSIBLE FOR SHORING, SHEATHING L. O NOTE: FOR PIPES 3'-0' OR LESS BELOW FOOTING SPLICE / .:' "P" MIN PRIOR TO CONCRETE POUR. ,•a o�rl;:f,ctea r,nail cWto �r,41 o naw ett� p - . - OR OTHERWISE MAINTAINING THE SIDES 1 �`--J PROVIDE AN CONCRETE AS SHOWN' or 2ceseal M11 the A:alKe�p - - 2-#4 X 4 0 GF THE EXCAVATION FROM CAVE-INS UNTIL O DE SLEEVE D , Q cr ALL BACKFILL IS COMPLETED PER SPECIFICATIONS MORE THAN 3'-0" COMPACT EaCKFILL OVER PIPE 1�t1 SECTION A.-A. TO 90% AS APPPOVED BY SOILS ENGINEER OR USE STEE'P'ED FOOTING BELOW PIPE _11/17/97_ 40S PROGAE85 SET_ 12/23/97 BOX PROGRESS SEI' _---- OPENING IN CONC . SLAB VATIONS PARALLEL ON PERPENDICULAF; STEPPED FOOTING 2 JOINTS fN CONC. SLAB _�oIi13/� ��0N GRADE S�EOXCA TFOOTING @_EOXCAVATI TFOOTING GRADE "° SCALE ---olizs/ee IIJOJr_ FOR o�frrr REINFORCING Id" INCHES SCHEDULE A SCHEDULE B NOTES: J BAR _ LOCATION IN BAR SIZE LOCATION IN BAS 5121. 1 . THE SCHEDULES SHOWN ON THIS SHEET APPLY TO REGULAR ------ CONC STEEL -- - - �ONC. STEEL WEIGHT CONCRETE O 145 TO 150 PCF. �- EXTEND BAR STRAIGHT STRUCTURE 1'c GRADE 3 4 STRUCTURE 1 FACE OF S IPPORT U.O.N., BEND WHERE 5 6 7 $ 9 10 1 1 Vc GRADE 3 4 5 6 7 8 F9 10 11 t ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE N 4d OR 2 /`' M,N _I r P I K51 PSI KSI THAN 50% OF THE REINFORCING IS UAP SPLICED WITHIN THE -`- i NECESSARY BOTTOM BARS L" -- LAP SPLICE IN IN('HES TOP BARS "L" = LAP SPLICE IN INCHES REQUIRED LAP SPLICE LENGTH, THE tAP SPLICE.. LENGTH 180' HOOK r --.�----.----_�_.._:.._.-.,._.. _...:...,-... -. •.�A, BAR DEVELOPMENT LENGTH (Id) SCHEDULE OF BEAMS, (SEE NOTE 7) SHALL BE INCREASED 3376. _ 69 88 1 1 t 13 JOISTS AND 2500 60 1 16 20 28 38 49 `.) 79 96 OF BEAMS 2500 60 16 22 27 39 ;? " F' 3000 Fal 1'c aUOG P�-•I f'c - JU00 FSI SPANDRELS -- JOISTS AN 3 LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS 8" LAPS. _ .,•_ -,_--_.____�_,_,_.,�___-_--,_.�_,_.�_,�.-,Y 2 7 � NOTE FOR "D" ETC. SEE ` ' - - ` r -- - __- rn C.R.S.I. HANDBOOK L� "' - A SLAB BARS 3000 60 16 16 20 25 34 45 .�7 72 89 SPANDRELS 3000 60 16 22 27 35 48 63 80 101 1244. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN TOP OTHER TOP OTHER TOP OTHER S _ SPLICING DIFFERENT SIZE BARS. GOVERNING EDITION ` PAPS• BARS BARS BARS 8p,ps BARS (SEE NOTE 7j - -� -- AND HORIZ. r Ma, OFFSET BEND AND VERTICAL 4000 b0,, 16 16 20 24 30 3J 49 63 7, WALL REINF 4000` 60 1E 2� . �7 33 41 55 69 88108 5. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL u WALL REINF GOVERN IN LIEU OF THE LAP LENGTHS SCHEDULED. - ----� v r, #3 13 12 13 12 13 12 5000 60 16 1fi 20 24 27 35 44 56 69 5000 60 ii 22 27 33 38 49 62 7r3 96 O PRINCIPAL REINFORCING 6. THE CONTRACTOR, AT HIS OPTION, MAY USE A BUTT WELDED ool ft. __i824'____._._--___ #° 17 1 2 17 12 17 12 -- --- -- — - - - - --- -- SPLICE IN LIEU OF THE LAE' SPLICE SHOWN - SEE DETAIL. �' � _��� 6d OR , , 5 21 15 21 15 21 15 4" MIN • �� 7. . TOP BARS ARE HORIZ. BARS PLACED SO THAT 12" OR --.---. .,.-- cr I I #6 - 27 19 25 18 25 18 "L. 12d OR 1�" MIN TOP R INF. "L" 12d OR 12" MIN. MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. took NO SCALE - r , USE SCHEDULE "B" FOR LAP LENGTHS OF TOP BARS IN c #7 37 26 32 2.3 29 21 1 t'1 SLABS WHERE MORE THAN 12" OF CONCRETE IS CAST BELOW ' tle TYP M. CONCRETE--'-----"f--�- __._-_ CrNlyYllh TYP'ICAi,. GONCRf.'TE ANE! � #8 48 35 42 30 38 27 , 4 - —� � -- ----r ----' -- --- _ THEM _ .�. .._.___._.__....._._,__ __. _ _._......_.._...-.... �' - ---- --- - 1 — - ^p — 8. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY CMU DETAILS SL�. E 1:12 MAX., TYP #9 61 44 53 38 48 34 _ WITH THE LAP SPLICE SCHEDULES AND DETAILS, UNLESS o � c� TIE OR STIRRUP SEISMIC STIRRUP/TIE #10 78 56 67 48 60 43W _ ___. _-. � I r� ,. - �t";•; .r .. � •'T ..^ _"'r;"'R''•*+.•w$t4* rs. �...� ;�+.. 't;•�T+vv r�wd'-`w 4 ..w.�.�*a'%f': ; _.�..r7._ Agpf~--EXIST. CONC. WALL _ EXIST. CONC. WALL — — ; OR SLAB �r TYP. f DRILL 1"0 HOLE I it AT EACH CORNER BEFORE SAWCUTTING __ 18` l T1 P NEW ORENING �- t SET 'DOWELS IN HIGH- I I tu�bNKiit ►MIM1 STR,ENGTH, NON--SHRINK / till 400tl0Ifl*ow LINE OF SAW r' EXIT ING GROl1T BLADE CUT �G �� OPENING ;' TO jissams ►-• - FILL 1N EXIST. OPENING WITH CONCRETE - ,- �,I r f>tlSi9fiFN4t i (MA'TC.H EXIST. THICKNESS) ° WITH #5 ® 12�"o.t.. I .•� E.W. AT WALL �, TYP. 4 NOTE: ---j d STOP LEAD EDGE OF SAW BLADE AT 1"! -'— CHIP OUT REMAINING r HOLE. CONCRETE AS REO'D - — -- - SECTION PLAN (OR ELEVATION) PARTIAL ELEVATION • EXISTING WALL OPENING YPICAL SAWCUT DETAIL 1 3 16 - 2 8 FILLED @_�A_TEXIIST. CONCRETE I � I ► • MAX.,TYP. ►" I Z, I 01 � I 8 � I CONTROL JOINT, TYF. I CONTROL 'rim,_TYP. ( — r _ �,__ __ I � - - i - - -I— a L I b' I I I g Y" �w «--.—._60'—V_ MAX. ._._ _60'-0'_ MAX_. ��1" FIRST POUR SECOND POUR PLAN NOTE: FOR CONSTRUCTION JOINT SAND CONTROL JOINT DETAIL, SEE SHT. S1 . 1 TYP'. SLAB CONSTRUCTION 19 15 11 7 3 • �I O , sFnc"I 'tet" A#JSOCV Es 1/ "T REMOVE (E) CONCRETE ! cvtwt, swu 100 Son Fron Wft, CA 1 4103 PANEL OR CMU WALL (4 113)-541--9477 t Fax (415) 543•"5071 (E) SLM REINF.— (N) 6" SLAB ON GRADE � � Prep PROF ' I I WHERE APPLIES —FOR REINFORCING b,i.age a+,9 Knitar,a,aier,,pllfpyearlag�erttF ca+aibtatt or.111l1 PROVIDE 5X3 SEE PIAN r., { pled Npoubjiit,lo fork of!f4 A''►i"td ant roti eo!ho 44011414#, DOWELS O 24" U.C. I nln�or dimltttg nt.holi vol!9e :o}►1.enl of 1ae A,6lItt41 `j' EPDXY GROUT 6" INTO _._ , ____ , ,� . (E) SLAB TYP No. IOU 111N1 QjECTION -- N SLAB TO E SLAB NO SCALE —_91 JZ6/l14 TYP. SLAB ON GRAbE HORIZ. �--~ ��- REINFORCING #4 0 12"O.C. LONG. r �, #3 ® 12"o.c. WIMIN' I _ #4 TYP. FIN. GRADE OR _-._.----..,.-._ _ ._....Y__�.._...........�..........,..._,...... SLAB - SEE PLAN -- � - I BELO EA. RISER, TYP. oTYP. REINF'. AT hqut N1. 6624 22-#4 CUNT. - `-" CHEEK WALL (BEYOND)—' CK M)N. i11i1 NO SCALE— a _/4" "X 5" HORIZ. LAP y v ` _._ ._ Nr1floo nib TYPICAL '_G Aft FOR DIMENSIONS NOT �4 NOTED, SEE ARCH. DWGS. ONT. KEY --\ _ _ - BUILDING: WALL CMU DE'fA1L5 NOTE: OR CHEEK WALL---O' 3 J - t J, �- o WALL IS #4 DOWEL U N WHERE CHEEP, � - cV Ul In RHI�K�RCpNC PROVIDE W/ 12'O.C. BOTT. BAR lrtrl��N�, v #4 t� 1 s"o.c., E.W. SECTION A.- A. 00 r YPICAL SECTION -- CONCRETE S1412 C'J Y 17 (D—IS TAI R S ON GRADE "° SCALE y w x = J BUP98-0074 9009 SW IIall Blvd,#100 r 50 of 59 wrr+re�•r+wrw,ra�r+Y+,s.�.:www.. ....—__._.._..__ _._...._._.__„ _ .___............_.....ra _....__.._.._._.__.___._.r..__....._ --.__ _._.._..�._------....._�..._..«.... ..�. ..��..,..«..—...._............,....w....-.----.,..._.._ __ .. _ _._. _. .__..._�._.._._._.-�....,—.,__...�.................�.—..--:....----__.__:........ .. _.....__...�......_........_�...�__............__......,..�.< ---=• _ _. . ,yam _.._ _....__ IF THIS DOCUMENT IS LESS llf Ilt'III III III III III III III III III ILLI III III 111 111 IIl Ilf 111 111111 III III III III III III I I III III III III 111 111 111 1 1 111 111 111 I 1 III 111`111 III III III III I I LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF NO 3e THE 01tIGINP.L DOCUMENT. o�E 8Z t9G L1G 9L Z L SQL �G ll� OSS 8! f3i LT 91 9! 6i FIT Gi 9 9 ► T ", F9111 TIf e rmIIII IIII IIIIIIIIIIIII IIII IIII Illlllllllllllllllllll1111111 I1111I111 I � IHlnIITuII y '1 -4._,. }fir• e ... a.r,i iF.:... ♦ y1M,.:: /i�,'�._..i^Y n••r�x:_. ,.'�'.�7�� "., "'-1•f'.n':S v.��M• �' .�i,b•i1�►,i' ''�•,•'•�,'` '';�•A4' .- 10 6 `) 5 120'-10 3/4 " 44'-0" f 44'-0" 44'-0" s 44'-0" --44. -0� _ - -- — _ �—Q" —«44'—Cf _ ___;20'-10 3;4`" 23_'_-9" t--,—ir � _ �.�'" ..��!• ,r� �C'.� 115 AtlNRlit A»s!M I I r A14"k#A 14 lit Ftr IN 11 411 I � j K - _ - - - - - - - - -- I '� JK I I I I I I I I I I I r I i � M M cmi Cop ► I �"�' W r 1vp*M AND T 1 I ' r I I I I I So" r w4iuo, 10 _.._ --� p pax (415) "3-5071 FR� O I44 r^ cl I I M I r OREGO i &ALL-oc ' Drtmois ted 11(me'e mvelto eopee•,n0 tle,t.r conswuN vippel I I I I endueprpl sped Valk 0,f AA A;*,ttl en4 Ae/W he 9sipiuiled, I 7 � I estaort+etlat.ed +rirnoel errllea caercnt or tRa AttMlel;l ' Nt. Nlt uta _ I ( 11/17/07- 407t pRocls SET - _ — — — — — — — — — — -- — — ---- I I I I I —12/23/97 SO PROGRESS Si-r 01/13/98 10071 PROGRESS SET --1 28/9 __100 ISSUE FOR PERMIT BID —os CN I I I LTJ ; I1 SEE 52.3 24'-0" 20'--C" 22' .0" ,- „22'-0" 2' U' -0~ 0 10 .3/4l" 2 — I 22' 52'-10 3/4 `5 X4.6 ; 4 (3.a) (3 l (2.a) ( 1 ► SEE 52.2 1rtt"I Nt. U24 a hilt V • f � -• - 4 �F :�- ...tic ._�—.— --- � _... �' N ` . 011910{ 1111 �PLAN1K d KEY PLA - - NCO ,r dra Q 00— 2 � d O Z Q Z c,jlot "r S291 Y WJ 0 l_n li M Z �' I — RUP9g 00'14 9009 SW Hall Blvd.#100 i" _ � � •,w:irVr*•�1�.'L•r<. -aE�lua'Y#����x:'+�;.,�;+a�aareCM•h,Dyv�.:.+:,,a�.�..:•;ia'!Wa'a:az+�.•M4fI±trAc.R�tfalcwMnloM�•re►nW-y�'Fl�t IF THIS DOCUMENT IS LESS lil111fllll III III III III I�jI III III III I I III III I�T 11�1�I11 Ilf III I I Ili III III IhI�III III III I I Ilf III III II�I�III ill 111 1 1 111111111 111 I 1 III II1 III�IIIIIII III IIt I I LEGIBLE THAN THIS NOTATION, ----I I I.11_I I-_ I `�._�_ -I—I.- I---�_ I__�?1—_L__h I�L. —_I`�1 L•__�_—I_�I__�_ I �L_- l �� I ��� 11L_ I I �� IT IS DUE. TO THE QUALITY OF THE ORIGINAL DOCUMENT. IIIIIIIIII�IIIIIIIII�IIIIIIIII IIIIIIIIIIIIII IIII�IIII IIIIIIIIIIIIIIIII I IIII Illlllllllllllllllllllli�llll�lllllllll�llll�llll�lllllllllllllllllllllll9ilullllllyilullll�iilililliiinilun tllllul illllllllllllllllllllglll�lnl Ln!nn elilun 9n!un yl�l �nlll�i!nn Gn!un�uiluu �- T CaS�2 i rMS) n�l a6 0 (o.7 0 5 4 3 ' _r 44'-U 44'-0" 44'..0" 20'-11 3 -'J" t3'-2" 35'-0" ' (E) CONC. (N) CMU WALL AND WALL AND CONC. FTG. CONI FTG. I 17 <.,M (E) CON(, (N) CONC. t1Md1�p*r�itll�flNt Fl FS" FS - � WALL I �tf1 INM11i�A>rNM � S4 t > <-B'-6 _ 8*--6•• ' � I � AI�MRNi 1A��1 . / / /� --- 14 �� --- 6 71,r1rL, �' a t 3X14 LEDGER 3x44 LEDGER' ( F1, 611'1K 14" NV2 7 -6"If If CL ` -- -�- -�----- --T7d", ( a Lr `,-0") Imo' 1 1 .' T • ' 1 I I �, 1'_ p rt _[+tSi'-Pi ] I K I I " 1 I I 1 I \ K a J ` I Icl 14 I ( .�8 -I I-J I I 53 t 1 I I rn \a.8 i9 - fD i t ,'P 0 I I r I I J - w �° t ♦ 55.2 I (DJA ,;.. � (E) GLS G1 G1 ,.t a a `i F3 I I x I ��„>5 RTU, ITYP., SEE 17/55.1 I LJC1 F2 L" 17 j j j I I r CONC. LOADING DOCK +19' 10"� 53 t --� SLAB, REINF W/ N5018"o c E W ri n 2 a G1 I+I9'-v] ' r 1 f I y,3 --._._.�._ --� OVER 6" BASEROCk - _ i 1 I S.A.D OR CIVIL DRWGS FOR / I (E) GLB GI ' J • ' ' ' fi� LOCATION ec DIMENSIONS \ ` e -� `~-- ' I , 10 [+20'..1'!_./i [+20'- "] ` 53.3T GIRDER. TYP. I 54 t / 2 1 1 I to S5.t I EDGE OF (E) CONC SLAB ON (TRADE. t a a 1 SIM. S4 t , F5 S ' 3x14 LEDGER I I <-8''e. F4 53 3 � 001 L-Al ✓� t I , i I - b\ 1 G1 i I I I 6'-8"x8'-O'xe"TH ti► CH nHC�ONC SLAB W/ 4012" .c. W - } I S AD. FOR LOCA T ON ISOLATION JOINT I I Zl I i I' O I UJI1.2 I O ALL 4 SIDES OF 1 I 11 b I N ,il w C3 N BAILER SLAB, SEE I .Q 19/S4.1 <-s -6" sa.t co c 3 rry Sat F5 I 1 7 53.3 ry $5.1 Sg 2 55.2 13X14 LEDGER OW Z cm c F1 1 i < 7 f'> �. I < 6" y 44-i I G2 i LLJ C2 -, - 9 l M 1 Fe io CG)-- -1 r -- --- O \� r 1 _ - O.W. , I n ,y 1 n. � I 3X 4 LE. I F^ 3x4L Ilk 1 .' I I N i SS 2 3 SIM "<-"1'-6"> „' , I , SS.2 S4 t 6" CONC. SLAB ON GRADE REINF. �. 55,2 W/ ty4018'o.c. E.w, TYP o RAMP i Y _.__ r7 M I I I• a a c1 _ �F� C2! } I III \ C G1 c2 1 t TYP Sat ; b 6 TYP. 1 III ` f N; 6' CONC. SLAB ON GRADE I 1 II I Fh { 55.2 W/ #4 O 18" o c. MID-DEPTH <_) _g'; r- � <-7'--6"> r� I ' + -r i s OVER 2" SAND OVER MEMBRAME OVER , I 6" GRANULAR BASE ON COMPACTED SOIL, TYP. �,, I -_0 a j a a � o N7 I FI TYP. COL. F3TYP. LINE .7, U N.0 1 I FTG UNE 0, U.N.O. Ft rep. COL } I _ I ' 7 TYP. r FTG. LINE t, U.N.O <-2'-6"> TYP I , ( 55.2 i G1 G2 [+19-9") - r-"v FOR INTERIOR COL. I I g TYP. LINE 0 \ I ) "`� hQ �^ - ^- OE o c1 I • I FTG U N.O. E `-JC1 1 , sat 0 COL LLJ - - _ - - _ ,,, 1 tHollond Court. Suite 100 !' 0. Son Fronciuoo, CA 94103 (415) 541-9477 Fox (414) 543-5071 F Ct Ct I _ 4 TYP ° 0 5 �rP I I \ ( D ) • _._ Q�7 1 9 I F'6 54 LINE '• -. S4 L!NF i; E• , 5 344; t , i r STRUCTUPAL I, PLYWOOD - ,• TYP. n1 1 -0 \ 552 I I r OpF4 ` n G, 1 1 6 >< a WALL N�� 4 ? LINE 1 �.1 ' 1 S3 t _ Fd I o 1 -- -_- � - [+19'-9"] - - G+atri�[s 101,161114 earornl aDDaa'IrK nBrun�.oAe+Mute erill Ra' I I , G1 G2 aed unpullisl+ed rasa a1 the Airhitecl and nal aol ce 9opkated. C3� i a i C1 CZ i i \ Rs -- raeQ n�ditelaaed �rle4u} artlfeA cae6r�t a! ilry acMleci L- J rc� JJ C1 I 1 \'� 2 ' ` e man FS 'I j s5 1 TYP. I N. hh kew j I `'. 55 2 + 1 TYP. 11/17/1117 _40K PRcO�rGRJ�!'Sg su ; a a a S5.2 12/4J 97 !doll PROOf r S!T I '� IIIN /'Qd t 0071 PRGGRE�6 8�'t 14 TYP. LINE 0 � _.^>Dt, .13 - - ' I i S 4 t 3 01/Z8/'Ad 10010 [SSl1E FCO PEIrMIT Slp -iCt CZ I Gt � I T�' ALONG LINE 1 •,Eli, I 1 t 1 (B) Z I F5 - <-3'-6"> 42 ------- --- ------ ----- �` I- 12 - I ! 3X14 LEDGER 3 TYP. i I _. . _ _ 18 6 SIM - - _. _ _.1. _I_.._ _ _._._ _ - - - - .__ ,4.1 53.1 - - ITYP, .. _ I I 7 SPACES O, 8'-(�' - - - , VIK ----.-- p�'t ' 17 FOR '.) STEEL FRAMING C�1 AT (N) OPENINGS IN ,.- S3 (E) WALL ! ..-..._..._.._. `-�_�.____ �i v :max, IMIIi1 h: ed$4 all }( •1'-< _ t_� CG PARTIAL FOUNDATION AND PARTIAL r�00F FRAMING PLAN _ _ M- V 1. SEE 17/53.1 FOR FOOTING SCHEDULE A."-. 1. SEE 12 53.1 FOR GLUTAM�SCHEDl1LE Beet+allHle PARTIAL FOUNDATIOW AND ' 2. SEE 13/53.1 FOR CMU WALL SCHEDULE t, t�•�1•_0'• � 3. SEE 1 gS5511 F_ORPHMIWING .+CHEDI;LE _ J--p�T}� FRAMING N FIRST FLOOR PLAN �.ER 5CHEDULi . . W L EC{ : 5. FOR(Id)NRTU SAT (�PRIDCF. rNMEC ELEVATIONS. do 5/S5.1 O Q �O�" INDICATES CCLLECTOR SEE 6/S5.2 FOR CONNECTION L't , F4 DENOTES F;-,OTING TYPE, SEE SCHEDULE I graNMAe 0 . V) <_2 _6", INDICATES BOTTOM OF FOOTING ELEVATION l 0 WITH RESPECT TO FINISHED FLOOR ELEVATION.V I FC4 117 t t�0~ Q g -• INDICATES STEP IN FOOTING 1 ---o-•-- INDICATES GIRDER SPLICE SEE 14/55.1 i OR CONNECTION G Q 2'-0"-• INDICATES HEIGHT OF STEP INDICATES VQ KNEE BRACE S2*2 Z C4 j� yy INDICATES WALL TYPE, SEE S3.1 J X V) cl INDICATES COLUMN ANO RA',Elt TYPE, SEE S3-1 O w - -- 1,.. r7 Z BUI'96-0074 ----- 9009 SW Hall Blvd,4100 IF THIS DOCUMENT IS LESS 111 II III'II III III I I III III III I 1 III III 111 TIllill II1 III I I Ill I�I III ill III III III I I III III III I I I�I Tit I�r I r 1jt Thr Ijl I ► III III III III III III III I I I � ri � il � �!- Iii �_Ii4l! iI � 6 � I � � � I � � � 1 � � .�_ 1 �bLiI �� � s LEGIBLE THAN THIS NOTATION, __ _ >f••�1,1 crust 160 r� IT IS DUE TO THE QUALITY OF ---- Nae THE ORIGINAL DOCUMENT. L 9TG L�G G L 1rG fire �G �TG �OG 8�T RT L�T 9�T �QT 16rT fi�I G[ TT T 8 d �L 9 9 1r G Traw 112119111-1-11-11I 1111 illll!IIIIIIIIIIIIIIIIII IIIIIIIII IIII IIII IIIIIIIII�IIII�IIIIIIIII�IIIIIIIII Illllllll�lllllllllllll�liillllll�lllllllll�llll!lul illllliil�lilllllll�llll ilil�llll ul�lllli I �IIIIII Illilllll��nl�lullllll�lul ull�nn nn�un nn�nn nn�un nn�nll lulluil -011 rh ,t�ltt�tww fpr CA li�l tN tH IIi 1'1 (E) BLDG O (N) ADDITION �' •4 Y rC ,pi•Y#{w I yr '/z' STRUCTURAL. I PLYWOOD, OVER 2x6024"o.c I 5 ` TYR A -� t - }/4e ROD BRACE, TYP S52 �. ,�:; j,F +;' ,a�►+" 1aK,'OE;1,�Orr` `' .x r�+ l3x 14 aa 1 1 Z Z I 1 TYP n S Y w 3x 14 LEDGER �. + ' 4 ' j.. , -w;,`i+f,�`"t � (+14--1 1/4• [+t'�'—1 i t/�] ; ',� 1pi►u�'' (i,. is LEDGER 1YF. 3 NP. S5..3 55.2 I ; ilk a, 1 l, d J " s. acl a (E) BLDG • (N) ADDITION O(F) BLDG_ .. 1f UD �'1-""�� - , � ,� ' ,• .. Ji"f r •'^ ±►bid• � , PARTIAL ROOF PLANNOTE t'-0" /� 1 SCE 12 S3 1 FOR GLULAM SCHEDULE ►� Y,� 111, 2 SEE 15 55.1 FOR NAILING SCHEDULE 3 SEE 1 S5.1 FOR HANGER SCHEDULE f 4, [ELEV) INDICATES TOP OF PURLIN ELEVATIONS LEGEND , r'+"i' to rc� ,+ :t P6 EQUALS 4x14 PURLIN r ' � 'x ;x b � ��'✓'ft z V. ;r.. - �• '' T , ''�, ". •;. `.,, C ti JIB 4 i��9'<:' _ • i. ���'' !y'. 1. �• t '1 � 4 '. 3:^ •fir*�(h'�l NISWW4 MID AT S 1 Holland CoYrt. 'SA& 100 9 + t ' Son Froncluci, ^'A 94103 (415') 541--9477 ') / / k Fox (415) 443-5071 I\ ` ' : . �Ep PROF' GI � 4 � Zf OREGON aygLL }'— 26'-2" __—.. �► / 7 —53/4 �• DrIvIlls 100 kidlen of tot 11!eo?oerinp mole wksllIOf.of,giai; led utpuli keeed reit of too Aace!lecl ted Nav e014+8ellle4+e4, 7 bled ot dltolo d siths6l will lis ceeeMl 0.1119 Osvtw --— F1 S3.? —3'-6"> <-3'—!1"> <-3'-6"> , , 11/17/97 40R P1tCCfk— FOR (N) STEEL FRAMING _I f i N 12/23/97 SET 18 O PHARMACY OPENING =_� M - - -- I I 3 _ 01/1'3/0 10D1< _ S 3.2 _._._. ———————————————— ——————— —-- •----_..� I 01/2ti " a= T(A.6) ----- --�4------ ——————— ----------- --------------I t 1 18 - - -- -- (N) 6" CONC SLAB ON GRADE W/ #4018"o.c. MID-DEPTH OVER 2" SAND OVER MEMBRANE OVER 6" GRANULAR BASE ON CJMPACTED SOIL. TYP. , (E BLCi ) BLDG (N) ADD';ION CP a • PARTIAL FOUNDATION AND U FIRST FLOOR PLAN _1 -t,' '10, 0824 0. O F4 DENOTES rOO11NG TYPE, SEE SCHEDULE ON S2 2 NOTE -2'--6"> INDICATES BOTTOM OF FOOTING ELEVATION 1. SEE 17/53.1 FOR FOOTING SCHEDULE 011rN1 TItMy PAff�1L FOUNQ+ITIOIV PLiMI � (h LLJ !PITH RESPECT TO FINISHED FLOOR ELEVATION 2 SEE 13/S3 1 FOR CMI_I WALL SCHEDULE P '� ROOF PLAN 1 -1 INDICATES WALL TYPE, SEE S3.1 O n I V C3 INDICATES COLUMN AND BASER TYPE, SEE S3 I N h G OtM1A1'N1 00 z y i 0 ` 2 S201431 j V) li 2 d v, 9(lU4 SW f call blvd,0100 53 or 59 .-- ,.,...,�._.�"„—..,.—.�..r....,....arr+r.+r.+c-.•► �►......w.w..«r....�r.r..rr"r.r IF THIS DOrUMFNT IF LFF? t17If11111I1i,1IIIfIIIf I[(IIIIIIIIIIII—Ilijll'l IIIIIII 11TI11T 111IIIT lllll r 11ri111 IIIII(hI�Ilillll IIIAa�IIIIIIIII VIII I f111T11111111 I Tj T1T '11 i 111111111!11 111111 VIII III I�I 1,FG1131,F. THAN TUIc NOTATTON, - �1.. I I��'L��I ISI —I -I_-1 --- I ��I- _"�_ I /l _—I �.I II' I �i ���� _ I _±l�- I �J J'c 1 IT IF DUE TO THE OUALIT'; OF 01St 1b No.se �'sir.:. I THE ORIGINAL DOCUMENT. — p�' ! ��L gL LS 9L L irL ii �6 i��f. OL 8��t 9t II Li 9i 9t 6��T 6t Lt It 1 �j6 d �L 9J111 11' ti L Trill {ati IIilllllll�llll 111 ILII ILII ILII IIII�IIII ILII ILII ILII ILII Illi�llll IIII�IIIIIIIIIIIIIIIIIII�IIII Illl�lllllllll�illl IIIIIIIII IIIIIII ILII IIIIIIIIIIIIIII1111 nn�nn Inl�inl Ilnlllll IIIIIIIillllll IllilllllllnIT Iiia in�l un�i Inl�nn rnlnn lill!ulll - (rte SEE SCHED SEE SCHED. GLU —LAM SCHEDULE _r SIZE CAMBER G1 63/4 x 30 GLU-LAM 1/2 G2 - 63/4 x 36 GLU-LAM 1,12- P11 ;2"P1 - 3t/ x 18 GLU-LAM (N) COLUMNS, I I 1 P2 - 3 /8 x 22 /2 GLU_LAM t= owls swi m 1 SEE S2 2 & S3 2 I (N) COLUMNS, I P3 1 _ 3 /a 19 /2 GLU- LAM — I n SEE S2.2 & P4 - 31/ 24 GLU-LAM - 1� 1111 ANiiii4 b1iIN �/ S32 I \ C x Ali�i�i.01!4561 I to i I PS - 31/g x 15 GLU-LAM Iii itl11511q - - J _j DOWEL ' , fit 51l1l5lits DOWEL TRANSVERSE REINF (TOTAL OF 14 BARS) DOWEL TRANSVERSE REINF INTO (E) FOUNDATION. SEE 4/54.1 SIM (TOTAL OF 10 BARS) INTO (E) FOUNDATION SEE 4/S4 ►d F7 PLAN VIEW F8 PLAN VI EW 12 GLU LAM BEAM . & JOIST SCHEDULE p o.8 ul 2-/5 TOP BARS I ADDITIONAL 246 (N) 3x6 NAILER CHORD BAR CONT THRU WALL PAFAPE 1 WALL. A T- PARAPET WALLS SAO._� 2-#S TOP BARS PARAPET WALL, S.A.D. /S _ _ ROOF ,SA.D. ti , 5 : ROOF ,S.A.D. 3x6 NAILER, SEE I/552 EXPANSION JOINT 3x6 NPILENSFE 1 �-- 1 1 3•6 NAILER, SEE t/55.2 VAPIE<, S A '- -- kl ciF ,S A U 1 �,� —__ _`-. �— ADDITIONAL 2-#6 ADDITIONAL 2-#6 ADDITIONAL BARS CHORD BARS ROOF FRAMING 3.6 NAILER, SEE t i`', 2 ROOF FRAMING ROOF FRAMING I SEE PIAN , , SEE PLAN SEE PLAN W (N) GIRUER, `.FE F'I.AN Z cn F4 (N) CGL '.Et. F',.AN - � - Zr � ice► SEE FOLrNDATh-A PLAN FAN; BALAN, ! l ^ w OF INFORMATION V Lu Ll `,AME FrC, THICK AS F4 L _ J \ u WALL (E) WALL PANEL. t 2" CMU WALL 8'� CMU WAl_l z' r COLUMNS. SEE S2 2 AND 20,/S4.1 (N) CONC SLAB ON GRADE, (N) CONC. SLAB ON GRADE (N) CONC. SLAH ON (,RAL)E. (N) CONC SLAB ON GFIAUF, (N) CONC SLAB ON GRADE, SEE PLAN SEE PLAN SEE PLAN `:EE PLAN SEE. PLAN 1 PARTIAL FOUNDATION PLAN FIN. FLOOR 1 r FIN FLOOR - 1 FIN. FLOOR ti ____r—�. fir_--.. � MSH" ASsoa►tgs COLUMNS ALONG LINE 1 — J TO J.5 __.�— Holbro Coat. Suite too san FtelKeeietco, CA 94143 -+---�-�+ (413) 541-9477 (E) CONC. SLAB ON GRADE Fox (415) 543-5071 •. CUNC. FTG., SEE SCHED �— S.A.D. OR LO1,pING DOCK ,�� P y r OR FTG. SIZE AND REIFNF (E) CONC. RET. WALL (E) CONC. FTG --' CIVIL DRWGS. E _ — - 5,344 �. /I CONC. FTG., SEE SCHED. FOOTING SCHEDULE FOR FTG, SIZE AND REIFNF. a NO KEY AT SIM. SEE SCHED. SIZALO '2 31 9a .j'E' --i 512E ---��- GOR FTG E AND REIFNF. LL —_- MARK REINFORCEMENT REMARKS f� W L x THICK F1 2'-0"x4'-0"x1'-6" 3-#6 LONG & 5-#6 TRANSV TOP SEE NOTE & BOTTOM .'e. Ino%I If 14q no taw,IDFee'ie7 ISO;oil r:onelllrie 01.0191. and,nq.4lieeetl Wif tit toe AII;u4c;end sit NO broaOlteihA, F? 3'-0'0'-0"x1•-6" 4-#6 O BOTTOM, E.W. _ eu0 nr d�lcl�eed el!hoel �nitae coeae^� ci tee Artwittcd F3 4'-6"x4'-6'x1'-6" 6-#6 O BOTTOM, E.W F4 3'-0,XCONT.x I'-6" #6012"o.c. E.W. TOP dr NO KEYeq BOTTOM 4CA PROCP:AS SET F5 5'-0"xCONTxt'-6" K/ 6012"oc EW TOP & SEF 1/-:4 KEY IOTTOM SOX PROGRESS SET_ F6 1'-6"x;ONTxl'-6" 2-#5 CONT. O TOP & BOTTOM - WALL SECTION WALL SECTION WALL SET10�� 01/�3%sa ,a»< Ss •-_- W; #3 TIES 0 24" o c. !� WALL S ECTI O N 1 D 6 2 -- - - 1 4 of/se 9e, _ Ioox ISsLIE FOR PEFI s oto F7 3'-0"x5'-0"x1'-6" 4-#6 LONG & 7-06 TRANSV. TOP SEE ABOVE s/• & BOTTOM Fp 3'-0".a'-n".t'-F;' 4-#6 LONG & 5-#6 TRANSV. TOP & BOTTOM SEE ABOVE i • 1' A iN1)OF(N�TINGSI'ATT (OR N�CF'JOWALLSNG SEE 8 54 A ORRANSVE20/S4RSE PEINc-ORCINGB. 0 Fg9TINGS T (�j)WA61 �1- G MSEED 4A;4TRANSVERSE REINFORCING NTT (E1 N5 O 16" U.C. /4 O 18" 0.� I VERT E F \ E )RIZ, E.F. WALL SCHEDULE "- REINF-r_)R(-EMENT — — JAMB STEEL CIJRIAIN REMARKS -_ MAPk Cm THICKNESS --_ -_----- __._._ COLUMN SCHEDULE VEKTICAL H!1RIZUN1Al `-._`_..�=' `+�� 111141111 No dS24 MAPK COLUMN SIZE BASER SIZE W1 1500 12" #5016"o c #40'F c 2-06 BARS DOUBLE TYPICAL FOR 12" WALL � ERT - 2 _ - c C: Cl T56x6r1/4 12 .17'x3/4' W2 1500 12" #608`o c #408"o c - 2-06 ;JARS DOUBLE PIERS A 6 U - HORIZ AT 610 t 6"n v /eeb A5 NOTED Y C2 TS6x6x1/4 12"x10"x3/4• 1500 12" #5016"o c #4016"o c DOUBLE ABOVE OPNGS. O C3 W10x3U 12"x10"•3�" W:S 2500 8" #6016"o r #A0I6•'o c 2-#6 BARS SINGLE TYPICAL FOR 8" WALL DroaielTllN WALL SEtTI0N5 Ai GRIjZLIVa 0. 1. A.2 & L AT ;:BID LINE,; 0 8, 0.6, F10, G2, F 1 n & H2 ' NOTE.• - SEE PLAN AND S4 1 FOR APPROPIATE FOUNDATION DE1.All 3 J � � 'Q G Ou1lle)�o 1 Q S301 N =`►'tom l0�'� a COLUMN 8c FOOTING WALL REINFORCING SCHEDULE WALL REINFORCEMENT WALL REINFORCEMENT 5 17 __ 13 - 5 1 Z It � SCHEDULE NO , N`l T1 ',,ATI PLAN 1" 1 PLAN J C)L,_ tn Z BUP98-0074 - ---- ----- ---- -- - -- --- ._ _ _�_—.. �__.__.--�__-----�-�------------ ------- ____.- - -. _.... 9009 SW Hall Blvd.0100 54(IT 59 . -_ •eeeea�n • - - -�----_--_ 1F THIS DOCUMENT IS LASS IT IIT 1II III IIIIIII IIIII I IIIII�I III�I I IIIII�I 11T7T1T I�1�IIT lllll'•I 1III1�1 llllll�l IIIIIII VIII I IIIIIII VIII I Illll�t I�tll 1 11'ITI1 1�1 1 1 IIIIIII IIII�II III,III / LEGIBLE THAN THIS NOTATION. -�- I--I 1 -- I-- L I . . -I---��—�-- I --- IT 1S DUE TO THE QUALITY OF _ _ THE ORIGINAL DOCUMENT, E 8 L L LiiL 91L L 1�b L S �G i��L OG i Lrri 9 i 9�i �61I i S�i 30Y ���Ill�i�����I���� ����I����I�l i ����I�II���� ���� ��►���III�I������II��� 111116111,111111181111111111��I����I� ����IIIII��IIIIIIIII�IIIIIIIIIIIIIiIIIIIIIIII IIIIIIIII ���� IIIIIII1IIIn!!I !IIIIIIIIIII����I I IIiI II IIII�IfIIIIIII�H IIS ����I�I����IIIY�� S.A (E) CONC. PANEL i 8'-0" MAX. I i (E) CONC. PANEL fa SECTION SEE DETAIL - --- 1 MC9X25.4 W/ '/2"0 EXP. BOLT 012"O.C. E) PARAPET S.A.Q. ♦I�MNiMINq,A1NMNl \ J { 1115 Atiilllit AI►fnlrl e>.J MC9x25.4 ROOF S.A.D. Alttub,CA 11111 IO SEE PLAN, TYP. SECTION Tel- Tel ill 11100 I E8151110 fill TOP BARS (NJ !_EC�GfF<, SEE Si5` : (N) 5.14 LEDGER, SEE 5/55.2 -� 34 NAILER, SEE i/55 2 F1 I i! (N) PARAPET, S.A.D. , (N) PARAPET, S.A.D. (N) PURLIN, SEE FLAN ---� CSP HAI-e', \ I - -- �r ,N) LOW ROOF, S.A.D. _ + I (N) LOW ROOF S.A.D. (N) LOGY ROOF, S.A.D. Ar------------ l1. ADDITIONAL 2-06 � -- ----- ---- - ADDITIONAL 2-/6 CHORD BARS • NEW OPENINGw CHukD BARS '- ROOF FRAMING > MC9x25.4 SEF: PLAN (N PURI IN f .-EE PLAN THK. R, SEE BASE PLATE DETAIL DETAIL s3 5 I I X3.1 CHIP OUT (E) CONIC AND GROUT FILL, TYP i e" CMU WALL (E) SLAB H" CMU WAI L (E) WALL PANEL -- �.► w Ilk r •- EXPANSION BOLTS w* � f WALL ELEVATION MIN., 4 EMBED. L TYP. �. �N) CONC SLAB ON GRADE, - � N) CONC SLAB ON GRADE, � � � LO � \ (N) CONC. SLAB ON GRADE, (( ` 1 / " SEE PLAN SEE PLAN SSE PUN / T / c, FIN. FLOOR I �_____ 1e6___ i1N..F100R_ �r Ly BASE PLATE DETAILS.A.D. OR _ I ! v CMD DRWGS ti i (E) CONC FTC ti CIVIL DRWGS. CONC. FTG., SEC SCHEC CONC. FTG., SEE SCHED. FOR FTG SIZE AND R: IFNF FOR FTC. SIZE AND REIFNF TYPICAL N WALL OPENING WALL SECTION WALL SECTION 3 WALL SECTION 19 11 7 ELEVATION AND D ETAI LS s-:' - 3,".,'_p' /-.1'_O" 8 6 4 5 ISIMON (N) STEEL FRAMING NWKIMJ AM ASSOCIATES S 041 INTERIOR FACE OF _.._ _� 1 Hdbro Court, Suite 100 �_ ___•^•_-- - __ rt. -_ - (E) WALL, TYP. '. - � I San Francis�•a, CA 94103 (415) 541-9477 Fox (415) 543•-5071 I S Ep PROF ry _ ` i � fir, � GI � a�4 (N) CMU WALL do (N) PANEL TIE R ON INSIDE FACE OF WALL, TYP. N11 MC 18.42.7 i i //N11 MC 1 x42.7 k�C'F FRAMING, SEE PUN SEE I 1/S5.3 i•»--------C J--------- -------- ----------- e & Q (N) PANEL. I I pR�t;r1 , " T E IC 3 Ir----- - - ------- _- 'I --------- -- ----- -- -- -il I- - ! I ti N� NEW OPENING, S A �� FALL NEW OPENING,----- SEE TYPICAL OPENING / I I i i . D -- - moo,i 553 • 3 1'-0" r o.� r-I AIL, 19 I 2 i i i� � I ..... _ _ _ _ ---.---- I r��er �t;trG r�'�;q�naier.tl ea0ea��19►eiNn as+stilute crl4�ael �, -- \ , F.F-.EL.-U'-0" ^, .^„,el�aenJ r6!k;t h? A :hr :and qtr nc•I Dt Q81at ta<1�0. -- �'rt r„_ _, -I a ac:o+ed rNAerl ru�ll�e tn+stel el IAe ArtMiAst (N) CONC. FTG.. (N) CONC. FTG.. E_.�_._.._..._.___.•..___.._._-._._._�_.r_�_-._ ._• �, lot IMN SEE PLAN SEE PUN 3 -(N) CONC. STAIR, 11/17/97 4a PROGRESS SET VERIFY W/ ARCH. DRWGS. SEE FLAN - 12/23/47 _ &M PROGRESS SET - PHARMACY E L EVAT I�J N 6 PART IAL E 'L EVAT I O N 011/13/W 100%-PROGRESS SET rt� 18 N. -, ® LINE L /e"s 1'_�" ._.0`1/26/96 _I��I�,E:� i.� ke_ 3'-0" S.A.D 5 A.D S-A,D 6'-4" 25'-6" -4" 6'-4" 5' 10, VERIFY W/ ARCH DWG;.. T`r P 25 C 12x25 IWALL /ttlpl err. 82 84 C 12x � ' \ — i � --(E) w . PANEL �olNt, TYP, i I 6etl AS NOTED L` OPENI G OPENING :. o I i I j Durri��Il►N ^WALL SECTIONS I - - -- i ---- - - w 4 • NEW OPENING - 3 w N Sr+ z SEE TYPICAL OPENING DETAIL. 19/- Q NEW OPENING • !�! I NEW OPENING • I • - (E) OPENING w I ! 1 N Q __ -1__�=—_- _I= _____.,.__r_A _.- _- - _,r_ 11}_ - .�.�r___. _ I Drtth�Be. 1 M.r -�-_.- - - - --— - - _._..___-__- ►_-._____.___.�. __t._ ___Y_._ .�___. _._ __ ___ -J w ZQ Z N Y STOCKROOM ELEVATION S3v2 w `r =_ 017 — " ' x J' ® LINE 1 '8 O a _ 7 f311P98•0074 �-�-- • 91109 SW Ifall 131v(I It 100 55 159 IF TIIIS DOCUMENT IF LESS TTFf1l1 111111 IIIIIII IIIA I IIIIVII VIII I'I�IIIII 111111A11111IIII Iliil�I�1111111 lllllll IIIIIII VIII�JIIIIIIIII VIII 11111111 11111 ,] ,1t�T1t 111 1 1 IIIIIIIIIII III IIIIIII III I i I ) LFG I(ILF THAN THIS NOTATION, _I -_� I JL J-�1-- I--`-L_I61 ._..!_.L.__._J.._- J I ✓� '- __ �1 -- I 1 I �� /�j1IT IS DUF TO THF. QUkLITY OF NoseAA01ST ", m THF ORIGINAL DOCUM .NT. - - S Z 8L LZ 9Z L YsZ E L iZ O�Z All Ri Lit 9Ti lit 6IA ZI iI i j9 91: S Z I1"1;II IIII IIII IIII IIII IIII IIII IInInn iuiluii IIIIIIIII IIIIIIIII III II IIII IIIIIInI niillllillin nli iullnlTlllnn�uu�uu ulll>rll TYR �r 7 rYa +� TOP OF PARAPET - % �, :, 3 k S.A.D. 1/4 - T ---T ;- -x- -T T `� III$ I how MNI!•A116111140 Al���f 1,CA!1611 - 604 A"110 rel 6111111111110 y. 7____L_�__.L, SUPPORT CONNECTION DETAIL w - ----- - — - - - -- ---- - — I --T ADDITIONAL. _' #6 CONT. TYP, f; 4-06 ADDED (VERT.) - IW/ 03 TIES 08"o.c f #5x3'-O' ADDED 1 - (HORIZ.) BARS o `i I 1 U __ (( _ ___ __ .,_. 13 12" OR 8" CMU WAIL � ADOT'L 2 ROWS SECTION A-A 10d03" STAGGERED TO 2ND PURLIN NOTE, 3x LED(;ER NOT SHOWN FOR CLARITY SEE PLAN 1 7 TYP 1 CJ TYP. 2-05 TOP BAR', ;3.3 S4 1 TOP OF PARAPET EL S A � -----� TOP OF LOADING DOCK — '/� PLYWOOC ---- - ---- -- -- - J ! ROOF EL S.A.D. T.O.C. EL. =0'-0" _ -- _ -.. .._ _ _ ,�.� _ _ — ___ • ti N . to (� • ' , � q �_ _ __ ____ -----__-.- —___ _____ ,_ I � °' � 1CCC'q GLU-IAM, SEE PLAN � � I ! � •. . Cy` t/ 050'-0" ADDED TOP OF FOOTING iv HORIZ ) BARS — - - -- �_.__------- -------- --— -- — I I - I s.r , 3'"o THRU BOLTS q t�-`" ­ 4- `� yr iSEE PIAN 8-3/•"0 ANCHOR BOLTS Z W I�" CMU WALL AT LINE 0 8. SEE 1,/53 I 8" CMU WALL AT LINE 1. SEE 5/S.31 S.A.D S.A.D. / `.A.D / S.A.D. + / ').A.D. / S.A.O. -. S.A.D. 1 19 WAL! SECTIO�NA�TG LULAIVI GIRDER 15 WALL ELEVATION AT LINE G.2 1 \� TYP. C;SS TOP OF PARAPET S.A D. ' — L_ _ _1 - __. j� _ I N MKMW AND ASSOCLATES 1 Holland Court, Suite 100 Son Francisco, CA 94103 #11ES C- 8"o ,_ , TYP (415) 541-9477 r I Fox 3-5071 F J � ; 12" CMU WALL. SEE PLAN FOR U. f / LOCATION Ac WALL SCHED. FOP .r .,�. 75,344 RINF, #4.�8"o.c. HORIZ. n HALL t.4' ADDITIONAL 2-#6 A.D I CONT. TYP. !to m3I1?!•,wosling a'errecOnN1ut.on0i•a ! f 911 nrd royk 0►Ae Ar0ilmil an0 toy fi t be ImicaM CONC, SLAB ON GRADE, I - -- •sed or a,�r10ae0 nlh•ol rn;;e• ceesent at ip� �rcl 4•c1 SEE PLAN 05x3'-0" DOWELS O 24"c ' IM. Iib INu 11/17/97 -40% PROGRESS SET_ 12/23/97 _ AOA PROGRESS SET - - 10 SECTION -a -- _ C1113198IOOX SET 12" CONC. RET. WALL, SEE PI.M: 01/26/98 100A ISSUE FOR PERW O BID -� a t FOR LOCATION -1 • ,,� ; REINF. W/ 05016"o.c VERT E Ac 04016"o.c. HORIZ. E.F. vi O 8'-0 o c LOADING DUCK, S A D _ 0 & 6" DRAINAGE POCK W/ 1 do CIVIL DRWGS, ELVEV. VARIES Aa MPFnME i i 2,. r Cat 1 w� 3\ —•-+, - -- - w-.- I 2- 6®8 o.c. VERT. E. F -i� WITH #40$"o.c HORZ. i _ t'7 . — �'"""" : . • • W #TIES 0 8"o.c., TYF I I 1 S3 3 ' n ( r_ __ --- �___ ,_._ — FINISH FLOOR • #608"o,c. VERT. E. T.O.C. EL. =0'-0" T -L [ �1_ HF_C!UL.L WITH #408"o.c HORZ. � I NTIES O 8"o.c., TYP I I ►r�N1i M�. 6w�24 • fab AS NOTED CONC. FIGREINF„ SEE �� 3 a GALA CEFOF FTG FIN ORMA71ON1 FOP SEE SCHEDULE TOP OF FO�TiNGSCH G p o PLAN > Ot•rIgTIHN$ • WALL ELEVATIO qt W00 00 Q S.A.D. w � ! r now - z S.A_D. S.A.D. _ S.A.D. Z N Y CONC. RETAINING. WALL SECTION SECTION &_AAL'�,�I=EV.AIION AT LINE H.2 S3m3 X V) 17 A LOADING DOCK 4 � W1z i BUP98-0074 9009 SW Hall Blvd,ti 100 56 of 59 IF THIS DOCUMENT TS LESS _ r 141 rll III'I I III III III I III I I III I III I ! 1141 111 III III I 111 III THIS NOTATION,THAN GUST 16, I m IT TS DUFTO THF QUALITY OF vo. e � iKm Uj THE ORIGINAL DOCUMENT, � ���L��1L�►��11��9��L�� L� 111111, 0 I�� ��►1 ����►��B►�����I���� IIII�IIII III!IIIIIlIIIIIIIII�IIIIIIIIIII IIII-1111 IIIIIIIIIjjIIIIIIIII I�I I IIII IIII II—J.III1�1 - 11111-111"IT1,111L 9 9 f S G Tonrnr IIII���� IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII�t111 :.�:, NI.d. y,;u...n. �� :,.�';c' � • : .,f I:--" ya -::,y:r,' ,n 9.`4!, h / . ,,. ,. Ti :,.:1 r_r ,+>•,'�!1:r�."T�. I ,�r�a;•�...�r.�'.�A"'.Ity .Ir. - s IM�.^rt .7.✓r.':,.r T. li s• 1 s ' - �. ..,. ....,.. .. --r _. •.�. /.. 1. ..i ,_...,a. _ p�.,i5r�i rue i'.�+ +,�iri7l;Ynt<?� pl r4:"''.'Et r.efh.MYg4. .,-.' Wl",?O".' -.r.. ROOF STRUCTURE NOT - -. SHOWN FOR CLARITY TOP OF PARAPET ':,;t' T SAD I _ T T I. --TS BEYOND, SEE PLAN tiMMSMN1k A[Wint � _� _---- -- - - -- - - - - AI+oNt,C►X511 Tell Ill 1$6 tl„ fi I —#b CUNT ADDED TVP, I 1 ,3 0H 10 1G 1.- 10 10 n : -� SIM 3 53 S3, S3. TMETAL STUD PARTITION T--- WALL NOT SHOWN FOR CLARITY z 1`1,P �a 1 I � • I ---- — -- -- -- - ------ -- — T.O.C.TOP SLA® ul 0C—� EL r0' W � � _ I TOP OF FOOTING W SEE PLAN -- _ Z' C%j LO Mod C) W , � w � I AD S.A D S.A.D __.. _ ____-_ _.-�__.___ . S.A. 5 A n `�A.D S.A.D. S. SA.D. S.A.D. L I iI WALL ELEVATION AT LINE F.10 Nt" k M AND AS=IATM 1 Holland Court, Suits 100 Son Francisco. CA 94103 (415) 541-9477 fox (41 -5071 AEp ISA �! 5,344 / t' EG HALL Drank,to ol,ttN msNef'a!adpw;.10 h^:tte Constitute Donna, and unpcbliyhed w+k of Of Aw1110 an4 Mal 041 be dup"(4tt4, n od drdltt(?794 titAe/l •(lfien ddneMl df the Afthitedl Ne. 011e Issue 11, 17/97 40711 PROGRESS SET —_12/23/97 _-80% PROGRESS SET-011/13/N__100X -PROGRESS SET ---01/26/98 I00X ISSUE FOR PERMLT & BTD rn (� - - hiNolle 8924 �^ taNe' AS NOTEt? O1eNq this WALL ELEVATIONS r�d W C) U 0 vQ I�trhl9e. 1 w N a I _J li •��Q Ur Z ' S3m4 Z r•n Y d• _ X Lf)0 11 r'-1 z —13 111`9 8-0(1''•1 9009 S W I loll 13lvd.,i l0() S7 of ,9 IF THIS DOCUMENT IS LESS 1Tr11IT ill' IIIIIII VIII I 1111111 11111 I IIIIIII IiTllil IhlllT lull I lll�l�l VIII I IIIIIII VIII I IIIIIII VIII I IIIIT�1 l�lll 1 tTTl1�1 1�1 I I Illltll Ill III IIIIIII III I I i Lr('1NI.F THAN THIS NOTATION I I I II .. � QUALITY OF '-- — ---- — --�------� -----�--------� � No.ae �•�;:. ��l _` v/ �� I T 1. DUE TO THE THE ORIGINAL DOCUMENT, g BL BL LS 9L L i•L S 6 1L OL Bei B�i Li 91�4�i 6�i Ei G�1 ii i 0 L 9 9 �1r G ire�n� 111110 1 11�� ����Il�ll��ll�►lllll����l���� ����������I Illlllll��l�il��lll��l�llll IIII�IIIIIIIII�IIII IIIIIIiII IIIII���I �I��II��I 111111111 ILII ILII IIII�IIII IIII��III II (IIIIIII IIIII1111 1111 ILII IIIIIIIII CONC WALL #5x3'-0" DOWELS O 16'0.caH #5x3'-O" DOWELS O 16'o.c 1'-6, GAP a i'-0" E 1 DRILL 8" HOLE & SET IN EPDXY DRILL 5" HOLE do SES IN EPDXY 1_30 EA SIDE, 8" CMU WALL. SEE 53 t 1 (N) CMU WALL, SEE I 1/S5.2 6" . ( _ ' FOR REINF r - ';:' ;AF i 0_ / SEE PLAN & SCHE E (N) TS COL BE"ONo -- _j \ N CONI SLAB '' 'o ON GRADE, SEE PIAN _---- � �• ° \'� a 4-'/j,"0 + TS COLUMN SEE PLAN SEE PLAN SEE 5, (N) CMU WAIL, \ ��----z---- i rj 4- / '0 xt5" A.B f (N) TS _UL I FOR BLOC14OUT (E) CONIC. PANEL +r _ SEE PLAN 6c BASER SEE PLAN do SCH� � z - -- tj (E) WALL PANEL -- CUL. BASEPLATE Qc SEE 8 - FOR l V _�. \ 0 /3 E) CONIC. SLAB ON GRADE BLOCKOUT, SEE 5/ BLOCKOUT & BASE1[ I I M * ♦ /ti PLATE JeB ON GRADE14 J1B ON GRADE SEE PIAN - 1 EE PLAN I SEE 3/- FOR SLAEJ DOWEL INFO T - , DOWEL TRANSV REiWF. - I n i1 INTO (N) WALL _—_ hf11f MNt1,MINt111 -�\ \ r-=.------.-- _TG NEEMBED TRANSVERSE FINF. - (N) CONIC SUB IIIb Allrt ut Allies d \ INTO HOLE (AND SET IN LL. DRILL 5" t ON GRADE, SEE PLAN At1MtNrt,CA fIsle SEE SCHIFU (N) CMU WALL AcY 4 's^ 111 $111fb f111 / CONC. FIG., SEE PLAN 2-ADDITIONAL do SCHEDULES (E) CONC RET. WALL - - i. FII Sit 145 1111 AT COL. FTG. 411. a 6 - 1 i P BOTH SIDES 1<T-- = ` (E) FTG __L__\/,--- _ \-- PLAN OOid SCHED FOR SIZE & REINF NDD ! . . . (E) CONC FTG --� TONCOLRFFIG. (MIN 5 FTG BEYOND \ I TOP do BOTTO �_ • • TYP BOTH SIDES / EU. / / EO / #6x3'-0" DOWELS, DRILL --+—s- ' 1 p.. )- Iro3. -0" 00VvLLu O 8"0 c 9" HOLE AND SET IN EPDX _ - -- t 0' WIDTH OF WALL FOOTING DDRILL 9" HOLE sc SET IN EPDXY RILL 9" HOLE � SET IN EPDXY � { / / #6x3'-0' DOWELS O 12"0 --•- ----. I _-r-•-=-� __------�° �/ SEE PUN do SCHED t SEE 12 - FOR 6AUNCE OF INFORMATION (N) CONIC. FTG., SEE PLAN ECF' 6ALAN"t �F I�iFQRMATiC N EE 3/- / ,#6x3'-0" DOWELS O 12"o c. SCHED FOR SIZE & REINF DRILL 9" HOLE AND SET IN EPDXY FOUNDATION DETAIL (N) WALL & FTC. AT (E) (N1 WALL & FTG. AT (E) N COL. FTG. AT N WALL 4 N COL. FTC. AT �E WALL 2D) SEE 18 S3. 1 FOR LOCATION &_ WALL & FTG. 12 WALL & FTG. 8 & FTG. & FTG. N,)I TG' ',� alE NOT TO SCALE / SEE ARCH Dw.:S I F, Nk.c PANE t -- -� #50`0" DOWELS 0 24"o.c DRILL 5" HOLE AND SET IN EPDXY SUB ON GRADE ....._ _-_ _____ _ DOCK LEVELER SEE DET ._...._. - SEE PLAN ( 1 CNS WALL SEE PLAN FOR NOT SHOWN - 10/-' TYP LAP 20" TYP -T LOCATION at S� 1 FOR WALL SEE ARCH / ►_ REINi'SCHEDULE f.—. 9" CMk1 WALL 0 SIM (E) CONC. SLAB ON GRADE 5" CONICSUB W/ I 1 I= '~. -r 1 (N) SUB ON _ GRADE, SEE PUN CA 04 O 12"o.c B" N ; DOWELS x3'-O"024"o c, ADDITIONAL 2-/5 CUNT � M N Ea war I Y, ;..._� a sue N r FELT ?< , _.-- 1� SLAB ON GRADE CONC U EXPANSION MATERIAL o (E) CONIC. RET WALL -----t � /` I SEE PLAN 1" SEE PLAN I — L----, __ -- -- 8" CONC. WALL Ln EACH WAY, TYP. (E) CONC. FTG..-.- DRIVEWAY TG,•-•-, I I Z �■+. �' " M --- --- - DRIVEWAY ` /� SA D. OR CML !___ . . ._.___-._ _ . ____ _.._. .�.__.._. ,�- - __ - -- - -- DRWGS v • ' CONC. FTG , SEE .�. W a SCHED. FOR SIZE Ac e"— • _ u _ . REINF. _ _ ~�- a -w E t ! a I COMPACTED FEL 1YP. -- -L - _ MATCH I DOWE N L' VERT REINF. M --I A,T LkNA1f HF"J[:`, I w ■ w E0. SEE_SCHED. ` A PAN Uj 1H BAILER EXPANSION JOINT SECTION — DOCK SECTION — NEW CONC. SLAB 3 FOUNDATION DETAIL 19 1 1 LEVELER BASE NOT T•• ALF AT E WALL Sc SLAB EDC;_ � J CONC SUB ON GRADE #`-.3' -u' DOWELS O 24" SEE PLAN 5' CMU WALL. SEE WALL / SEE ARCH. DWG'S_ / SCHEF ON S3 t FOP PEINF \ — - --1-----T ADDITIONAL 2-#5 CONT L3x3x1/4 W/ t/y / :' -6"- / 1'-a' 1 -6. _ O SUB CONN, HEADED STUDS CONC. SLAF - NOTE: 0 24"o.c• SEE PLAN 4-3/.'o x 18" A.H #S DOWELS x3'-0"024"o.c T�. 8" CMU WALL, SEE PUN FOR COMPACTOR 4 • do S3.1 FOP WML, REINFORCINI. NOT SHOWN - -"- I SCHEDULE S.A.D. TOP OF I � SLAB EE PON GRADE I CONC. SUN NISHKlMI AND ASSOCIATES ADDITIONAL 2-#5 CONT w I I I 1 HoIlwxI Court, Suits 100 11 0 SUB CONN W �- 1 a I 41 S 541--9477 Son Frarvelgeo, (;A 9410 -• — - cn I I BLOCK OUT AND FILL W/ ( ) • ! I I CONCRETE AFTCR COLD N Fax (4 3-5071 EXTERIOR SURFACE, SAG vi EXTERIOR SURFACE, S.A.D. i 1 '/;C TYF. I INS IA►LATION �- � p P & CIVIL DRWGS, ELVEV VARA' a dr CIVIL DRWGS ELEV VARIES „ �ry ¢ 5• a I S CONC. SUB ON GRADEE'q 4' \__._._ ( ► w/ #4 O 12"o c,, EA WAY 15,3" \ A MID DEPTH \ + + h" (.V NC WALL I CJ DOWELS TO MATCH VERT. I `� j I • -- I -� I I pgE(iOAd� REINF, AITERN! BENDS - I W/ #4 O 12"o.c `� I DRIVEWAY - EA. WAY, TYP S A.D. OR CIVIL 3 SIDE` - I Q rz•31-ye DRW",S I 5 . _ `. I �NYALLN� CONIC 'c O SEE 112."02' /" BASEPLATE SCHED. FOR SIZE w = ♦ ___ 3 � REINF. • u) • • . . C' 1/4 i 4 \ \ * V I 05p3* 0" DOWELS O 24"o.c. CONIC SLAB ON GRADE # a CL REINF ATE MATT BENDS ALTERNATE N t_-- --_-_- O t I - - - - ---_____ SFE PLAN j ' q c,e cneN,tute.31-e �,• •, a0e x '� Otlet� el aPGeene he U #4 DOWELS w / / ++d ,upuo :rr1e 11tH of 10o J1iCh,ieC11Q01et 001 be dtl'il:r�"" CL DOWE..S TO MATCH VERT O I''"o c. a EO E0. SEE FTG SCHEDULE L BED \ _ _ +e d+l0ml vilke; *111141 Ovgoit N 14 110010 FOP REINF t4_1 SEE WALL SCHEDULE ,, 46 AUOITIQNAL 2- /5 DONT. / SEE / FOOTING CONC FOpTi11, . O SUB CONN. �E M1. 1111 111N SCHEDULE SEE PIAN -' ' ' 12" CMU WALL SEE PLAN FOR ----•---- - _-.____ ..__ _.v_.__._.._._." _._ FOR BALANCE OF INFORMATION, SEE t �-- - I : I I LOCATION do 5�.1 FOR WALL 11/17/97 40X PROCRES3 SIT - & SCHED. REINF.SCHEDULE PLAN A-A z ��� ' '! 12/23/97 _ wx PROORss SU_____ 18 FOUNDATION DETAIL _____�_ 4 FOUNDATION DETAIL 10 SECTION AT COMPACTOR _ Eiji, �06 o�iis toox_PROWSS SET oe aoa� uE Faa vtwwlr« elo AREA Nr�1 r_ ,� A i E �^ 3" DRAINAGE PIP[ ..- ---- -- - — Zvi O 8'-0 o.c + nv� �. EXTERIOR SURFACE, S.A.D. ;.A D A Uj 6" DRAINAGE ROCK W/p o I do CIVIL DRWGS. ELVEV VARIES MEMBRAME ---- j ooa CONC FTG REINF , SEE I 24" 00TF 0° SCHED. FOR REINF. 7 71 6' CONIC SLAB °E NF 6' CONIC. SLAB, #5 DOWELS � 024"oc T t' TS CLILUMN SEE PUN \ o - ---- - -' \ -_-- I W/ #4016'r c F W SEE PUN RAMP SLAB INTO CO vC WALL �r • •i��^�T ��; _w __ cn (N) CONC. SLAB ON N CONC. SLAB ON GRADE, SEE PLAN i t 6 GRADE, SEE F'-AN DOWELS TO 6" CLANG SLAB, SEE PUN w " �r a MATCH VERT r \-. ' CONC. KEY REINF. #5x2'-0 DOWELS 24" "- 024" o c 5" MIN `4" ____—__ ♦ - ------- I -- 2" GROUT EMBED EPDXY N` DOWF�S `�' �- `Q c I xT PI � F T N � ( ^� •� ,\` E .E OR SUR ACE, -___f (u _ S.A.D do CIVIL DRWGS - � Q � ' ELVEV VARIES EXTERIOR SURFACE, S.A.D. Q "'-- do CIVIL DRWGS. ELVEV VARIES U' . „ � ;�-,�� /rltlel 10 68,24 ~ i E' CONC WALL, \ I I 6" CONIC WALL. RE'NF. ,4 ---._....._.__-- ..._._._.._-___� / 2'-6" to SEE 13/- FOR PEINF 8' CMU WALL do W/ #4016"o.r, E.W. .: " • - -- - -.._.------. 1 _. - GONG FTG . SEE t/ (ALTERNATE DOWEL BENDS - \ r' / CIL 'o Stile �1 -iU.N.O. CJ e" cMu WALL 6 1 _Z W o /.� !� . A� ,�� c = a CIL I .VI . . Cr,NC FTG . SEE t a/- - s v v� . ,r . . - REINF SEE I l � Y_l _-- t 1 SCHEDULE 1111901111 Title -DQ1'NI,S ti c7 LLI W Q / SEE PUN dr SCHED. A, �t V) L"' ae¢ Q 11) _ O�e•ie011 ro �) z - SIZEC& REINF. SCHED. FOR cD v SECTION &_5�MP SECTION ___�_ 5 CMU WALL SECTION _______ 1 FOUNDATION DETAIL S481 W X = NOT TO SCA_E J O Li BU 1'98-007.1 9009 SW Hall Blvd,N IOU 58 of 59 �eaxs0r,rt•ni.�lntlr•.,+twz.�s+:•w.mn.-v�ta.+xaa,^M:.4f1Y+IDMwv..An:k,ri•.,,,,y,., .w,.,a., ;,, ..,M..,.. ,....,.....,, »_,.,.....- .....,.._.. „ - .. n,xm. _, ...-.. .... ... .,.r.;[tp7�gtl,�.II[e'o3a+e'«�:,,:.:a;aa. _ ,.gar: .erw�l: -_ - - sawe s - -- - - 1F THIS bOCUMFNT IS LFSG llf�ll III III III III I I !II IIS I�I I If i�I ISI Ij1 1(T f�1 I�1 f�I I Ilt�t i�f 1�f IIcI f�f I�I I�I I�]I I�I I�I I�I f I f�f 1�1 f�r I 1 T�r t�1 111 1 f I�i I�I fel l�l I�l 11f 1Ji I l (1 LFGIBLE THAN THIS NOTATION, --I- --I--I J fl __I� I I �L _I I V I _ - -I-• --I �- I �1 -I > > �]�I _� ��-- I �� I I �� r IT IS DUF TO THF QUALITY OF No 30 THE ORIGINAL DOCUMENT, -- - £ 85 AL I LL 9G z tiL S C F11 OZ 8I B�I LT BT 4T 4T 16T Li TI�I!II111 I��11�����I�IIIII������ ������►���►������� ILII�I��III��III�I�IIIII ILII ILII IIII�II�IIII III ILII ILII III IIIA 1111�11�111111�11IIIIIII�II�iIIIIIIIIIIII�I IIIIIUII 1 i n, , ..:. •: a P„ ;, r - , , r i .. I .::.,. .•,I ... i:.,,. :.- :. „. . _,.sky . :i,. ;'. ILA .. .. ..i ...: ......: ..,.. i.. q x ,- ' .. .. ..,_� ... ,. .,_. ,,.w ,... r. ,. -:,,..rt:.. e':^!4a '_e:. ,. ^t•..! _ -.3, �i� ...:�-,as �.. r. _ :+. ..,_,. �.,« �•�. .,. �. 'de4ti _. :: _ ,. r ,.4 .� ..:� a.,rs»„aa^s_ �.�n+mr, ..FP�?r�rcr ''+a:''•: WWIIw;ts�,�s..;�'e�!� n (0 e I I O Y 1 ( I ,K N U EDGE NAILING PLYWO SHEATHING I l SEE SCHEDULE ST6224 STEEL STRAP J ` TYP. AT EA- CORNEk ` lab JH, TYP l 09664 Malik AnNtal \ • -4. .1 32-MAX FOR PW EDGE NAILING 16"0 - \ --- - -^ • .c. RAFTER 111'A111a116 AIptp1 \ - / 8) r AT 3a BLKG AND . SPACING A11Nf1,CA 14511 al. TYP f1► III 1101663 I _ CH) 3xBLKG I 1 ,ppEN � 44r MAX FOR v SAME DEPTH • . 247 o c RAFTER Fit $1111 S 1111 AS JOIST. TYP SPACING ' L OJ 1 2x JOIST O 24" O.000 - - - SEE SCHEDULE FOR HANGED GLULAM OR 4, PURLIN 1 i lF� I boom TYPICAL JOIST PLAN -- TYPICAL FRAMING_ ( E i (D7 NOT TO SCALE AT ROOF OPENINGS , , i D) PLYWOOD ROOF SHEATHING- DIRECTION OF FACE GRAIN -- SEE PLAN ATTACH DEEP LEG TRACK TO -+� CEE FLAT HLOCKS W/ 3-Ne SELF DRILLING SCREWS C j ATTACH DEEP LEG TRACK TO -” EA ROOF JOIST W/ 2-08 Ef)GE NAILING-- SCREWS 3�/,S-20GA. CEE FLAT BLOCKS AT � `.E F '-)CHF 'F I' I I 4'-Orox. ATTACHED TO ROOF JOISTSI LU I I 2x6 4"0•c_ T J ROOF FRAMING, SEE PLAN W/ 2-/8 SCREWS EACH END � N ( s) - TVP v-CN— y r y � iv IA CA. '/"CLR CO �i J 4 i A ) n EDGE NAILING- I I HANGER, TYP L_; L� SEE PLAN F"� ""'17 -=-? _ BRIDGING ALL STUD FRAMING SHOULD BE ABLE M PLYWOOD DMAPHRAM SCHEDUIl FIELD NAILING I TO RESIST MINIMUM 5PSF LATERAL _ _ LOAD SEE MFR CATALOG FOR GAGE IINE.S OF NAILING SPACING (IN.) I I SEE PLAN { A5 REQUIRED DIAGONAL WALL BRACE COMMON . =_ BOTTOM TRACK ATTACHED */ aAn1 r NAIL �L-, PEN E ;,t,f k AT PANEL EDGES I f t PI MM, I I 14S"• POWER DRIVEN FASTENERS r�Il THK ,t PF ORT R N PURLINS, GLB do BLKG JOIST,; � �� �' ! I O 2.4"o.c TO CONC FLOOR ___ _ _ __ _ __ .' •'""'�' �_------.- ..- ___ NOTE: WALL SUDS ARE NOT ATTACHED 4__ ` fi 1YF - - t 1 •_ , r TO DEEP .'-ECT TRACK AT kCK1F iTRUCT 1 T%" t Od STAGGER PLYWOOD TO ALLOW OEFLFCTION CLFARENCE SHEET JOINTS NOTE ROOF NAILING SCHEDULE 1) MIN NOMINAL FLAMING MEMBER . TYPICAL PANELIZED ROOF TYP. METAL STUD FRAMING C- 2) DIAF'HRAM IS FULLY BLOCKED 3) BOUNDRr NAILIN(, AROUND All OPENINGS " NOT TO SCALE (D— PLAN NON -- BEARING NOT TO ".(Alf NOT TO SCALE y I `.)I OMN Q COLUMN '� SPLICE - SEE PLAN A EE PLAN TAPER AS REO'DNTO MATC�i THICKNESS OF CARRYING HVAC.- UNIT CURB ANCHOR I PLAN DAP FLUSH UNIT TO SLEEPFR PER MFR. --- > -` �► -� OVER PLYWD HANGER NISHMAN AND ASSOCIATES _�, �- • • ` .,...�.-. 4.b BELOW �� -, _- _. 1 -•""'"""'•--` BLK'G BELOW l (E) JOLT t Hollond Court, Suits 1 -___ • { CURB BETWEEN r (E) Jt uST / Son Francisco,54 CA 7 (415) 541-9471 • • - ! JOISTS ROOF Fox (415) 543- `>071 • jl ....._.... ii --- - - - - - - PEU P B y •,_ _•,_,� .____ --- -PURLIN OR JOIST �r. 15 144 �� .--'- -- -- - _-�-i•, - SITE PLAN W - USE A 4x IF A 2x S/e'• LAG BOLT !- � --- _ CUT JOIST TO 4■ OR GLB __. .,� _ WOULD OTHERWISE _VRE Uj qCm AT OPN'G W/ 6" EMBED. �N) 4i (N) 2x14 .---- i -.-----••--_ OCCUR AT "VB" Q 'z-3t•9� `� --__ SADDLE CONNECTION - fr1L SADDLE CONNECTION - PREDRILL HOLE PLYWOODUSH / _ "--•�1"- LOCAI!�JN tiMgLLN�`'� SEE DETAIL 11/55.2 FOR (N) SIMPSON HCIC A HINGE N .1,14 w A ------4 - t" AT (N CMU WALL SEE DETAIL 13. ( ) / � AND FILL WITH TO GLB MASTIC SEE DETAIL 7/S5.2 FOR (N) C0L BELOW ,101ST FLUSH (TOTAL 4 BOLTS) AT (E) CMU All COLUMN - SEE PLAN NAIL TO PURLIN W/ PLJRLIN OR JOIST ----- COLUMN - SEE PLAN 16d O 12"o C. - SEE PLAN SIMPSON VB KNEE BRACE- ��tstup)tad rnl'RR milli ill he'ra STAGG'D GLB- AT PUNLIN OR JOIST EA SIDE Of' AttgopualletIP4 0.'I 01Me AfcAI!efl 41111 all A01 be dol, 1100 AT SPLICE SEE PIAN COLUMN, TYPICAL. IF KNEE BRACE Itadellg041#0 11`leoet nitlea to"Iat of IttwOM AT END OF BEAM BEAM OVER COLUMN '-,It ARCH DWG. FOR WATER PROOFINt: DETAn' CROSSES THE �:IRDER AT THE COLUMN CAP, WELD THE "VB" TO THE COLUMN CAP PER DET 13 �a. Data Nap SECT. A—A ._�,1�i7/�y . fou wioolss ser 12/2397 801a PROGRESS SET G �..U — l_AM BEAM SUPPORT TYPICAL PURLIN ::__0�/m/w Ion __�_ —01 j28/- aa11i issue FOR r a� ND NOT t0 ;CALE NOT TO SCALE (E) GLULAM BEAM l.!N! 1 s NEW HVAC UNIT GOL. AND CONN (N) 4 6 UNIT CURB ANCHOR BELOW UNIT OUTLINE TO SLEEPER PER MFF? AT BEAM SPLICE Q COI AND CONN CURB BELOW (SET UNIT CURB _ (F) JOIST 1 L - - I (BUTT ENDS) USE ON GLH A PURLIN) JOIST OR BEAM SI4E HANGER TYPE -� SIMPSON HST3 SCRAP ?" F" 6" 2" A BEAM WIDTH � '/e' A � ;� A EA. SIDE, T'P U.N 0. �� �� /� /'1 (BETWEEN SIDE Its) 2x6 F26N 4x6 (MIN) CURB PLYWD RFI; SEE PLANS ♦ r --`e o --- / 4X6 F4611111� T —T— L 3/g"X1'-2" EA SLUE W, FRAME OPN'G W/ ?.■A I -- -- -- -___ - == ,� �� 3 -- /4" EIVAPINI, HVAC COVERIrY N'RACTOR / 1) LU28 �_-- � 4- /4"DIA. THRU-- HOLT' N S (N) 4x 1� , �, ' wlt�E c.HIM AT �,H.• 4x8,10 � — LU4R r ' 5/,5"0 LAG BOLT � ~� _ "VY' BRACE WHERE OCCURS i I z z 1ufee1 N. 4824 z w/6" EMBED. �. � v 4x 1 ? F1HIJ412 LI PREDRILL HOLE n a N — —___ AND FILL WITH A I /teq 3/ ..11 -d U.N.O. TYP. SIDE R tQ ti,F, �, , ,TIM T [I l.W W z 4x 14 HHU414 MASTIC BEARING 'L t 1 , o (TOTAL 4 BOLTS) a E3 �- (E) GLULAM REAM - -- 0100471111 _TYPICAL_FIIAMMMG DEndLs 'Ar)PE BASE PL 10 MATCH GLB 3'/8"x GLB HW3.25 _.. - .�.__..--..�. ..._ ._"...._..._. ....._.��..._._y." 4x12 %,s PLAN d - JOIST, TYP , SEE FLANS SECTION A—A w Q FOR BALANCE OF INFORMATION, Outlel Me. • SEE 5/- I _. z SLB, SEE PIAN` I r 4 MECHANICAL UNIT SUPPORT COLUMN -TO BEAM _ FRAMING AT HVAC ____ JOIST AND BEAM HANGER &17 NOT TU `)(.ALE NOT TO SCALE AT ( E) R 0 0 F NOT TO SCALE S C H E D S 5al U L E NOT TU SCALE rONNECTION BUP98-0074 - - - - --- - I 9009 514 Hall Blvd.01100 59 of 59 -,Re.�,•.».--,.-.,....•,---=•.- -tea :,.m,.. ..��.;.,.-_ _ W. -_ ---•-.- _ IF THIS DOCUMENT TS I.FSS TT911f TlllT1111111111 Illl I 1111111ALIT I 11111111111LEGIBLE THAN THIS NOTATION, II _ I �, -------I—_�-- �JII yI s� 1 T IS DUE TO THE QUALITY OF - �l "J HII 60 I Q ,��e I�fir^' THE ORIGINAL DOCUMENT, -- -� - £ BL 8� L17, 9S I L Yjj6 B� G TlL O�L 8[t 8t LT 8T 9i 6i St t1i 8IIIIIII IIIIIII ILII ILII 11 11 IIIIIItllllllllllllll,lllllll I!IIIWII B.N (N) CMU WALL, SEE PLAN PW SHEATHING rA s , }/4 0 A.B, TYP H: EA SIDE 2 -0" Em - - .. r ADDITIONAL 2-#9 JFRT I EA. SIDE t I f )r I EXTRA 2— #6 CONT Woll Motu,Alwoll A CHORD W 1116 Allsolio I ( PURLIN 8'-0" 0 C ____/ I Almils,CA 04 11 SEE SCHEDU HD W,' /4"0 THRU-BOLTS W; , OR HANGERLE SEE BELOW [40 110116 f 119 h (" 1 :V WASHERES 11 LEDGER FOR ADDITION REINFIt 1111151(tl PIAN A-A ELEVATION PLAN A-A (N) P6 NAILER PURLIN W; /4 0 THREADED ROD ° ADDITION 2 ROWS ADDITION 2 ROWS O 32"o c DRILL 5" HOLE 1'-�' � 6" , 1 T IOd O 3" STAGG 1 O O 3" STAGG ANL, SET IN EPDXY TO 2ND PURLIN _ TO 2ND PURLIN 1 ! TJO15T O 24"t, !N) " CMU WALL JOIST O 24"o.Q. � (F) CONC PANEL (E) FRAMING TITLE t Tl 2D TITL_E @—TITLE _ (N) P6 LEDGEk�_- W/ /4 0 A B.'s a T. A INTO (N) CMU WALL 'o, I, � ----_ � A A \ r:.��-•. " --- - i 4-3/4 0 A.B. O PURLIN 3/4 0 A.B 024" TYP ,Le .. SECT. A—A BEYOND -- _-"- SFE PLAN f._ �.:___•- .r__ ..... _. _._._._.__ ._...._ .,__._.� ' ► 4 P SEE 9/- FOR CONN AF -f_ " WHERE WALL RETURN OCCURS. Nn PLACE CORNER ER PURLIN Fir YOND C M.0 ELL --- -- + � `AFF PLAN ` C+ 12" C-MIJ *A4'- I I TS COL. I W I.<5A EA �.I^F BEYOND ` + CONTINUE WALL I f 2" r (N) LEDGE-4 SEE P;µ Ar 3/- j' SEE PLAN .�, ' - �-`• •"� I j HORIZ. REINF wi ' '�•0 A.6 A FACE OF N) !� FACE OF (E) N Uj 41 49 o c WALL PANELIF cc V ._�� N cl D�7IQNAL 2- S CONT. ADDITIONAL4-p AG1 AC ^ �- -��--• ' VERT RCN EA E c.J, 9ALANI.F OF INFOPMATiON, A 17` CMU WALL SEE 7/- PLAN D ETAI L 19 5 PURLIN AT WALL DETAIL ROOF SECTION _ ROOF SECTION LEDGER AT 11 7 3 PURLIN _ N " oleo 5/ 6 if R'01 , ^' 3 0 ROD W/ '/4"�}" SO. WASHERS (NH(I•,A LA ',IOL. YrP ` •`' • !.\ O 19'-0"o.c. BETWEEN 2x JOISTS PROVIDE IDd O 4" O.C. AT ADJ JOISTS \ t ' ' _- (E) WALL FANFi I PONKM AW) A&'90C'AF►t�ES" `\ WASHER 1 Ho1bM Criwt, Suite 100 /4.r SO HN (E) FRAMING :. . -• 3/" 0 ROD O 8'-0" O.C. Son F/%nasc0 CA 9410 --- -- i - PW SHEATHING OIHERE OCCURS I , .._;, :,,;_ _ _ S&OiEN 2. JOISTS (41 S) 541--9477 4-�/ 0 rS'-0' O.L i FQx (41 71 PROVIDE 10d O 4" S 3-So THRaDED RODS . , - -- �- AT ADJ JOISTS �� D SECTION B—L7 -.. WASHER - j/4x3" SO , PW SNf!►TMNC ` B.N ,s.a.tq N COUPLER 3/4"o EPDXY MI CHOP /4 0 A B. RF - O 32" o!C, ^ ' N PURLIN �.. p� �? 31.9Q �Q pUk « 1, AT NAILE4` NN STI 0 Z 0 0 CO E_ ON \. r COUPLER }. 1',T INTERIOR PURLIN, TYPICAL 0 t �' 9;IHny;tA0 xt11t+�slid°+1+�Pl!lfrcQ Ar'!7R C,NII,U•n N Iipi' 0 t x ,�. �\ tnd opuplithod won N Of t,thilot11ni net Not 11114 r' eo ol 1st INTERIOR PURLIN, TYPICAL, �ftdalIII?(1 oof wItflou 11111v cossof 01 Tho Atth'lec: COLLECTOR 2nd INTERIOR PURLIN O LINE 0 CONNECTION, SEE 9/- N4 Oafs last 4OX PROGRESS SET .____ SECTION A-A WALL TIE ® (E) CONC . HOLD -- DOWN WA! 1_ TIE + .•o 3/107 �"OrAMSSU18 1p _ 2 WALL PANEL AT G L B °' zee - "-'°°` ISSUE FOR IsLJlWT 4k K WALL do POPLIN 6-3/4.O THPU ROL1, __ _y_--._._._•-.--_ -_' _ i 'k IPI1FP SEE SH1 53.t FqR TYP & CMU WALL WALL REINF, _ • _ (N) CMU WALL, SEE Vi AN P 4-3/470,55'-T - r - 4 (N) CMU WALL., SEE PIAN 1/2 "R I " PLAN A—A"' RODS PW SNE, SNGSCHEDULE ON S3 t - -- -a- -- --- __. 3-t /s x5'-0" LONG RODS ;IRDER, SEE PLAN _ GIRDER 4-3/"0 x5'-0" r (E) CMU WALL OR CONC PANEL TH41DED RODSY 6" 6" rn 3/e" R. Yeo eo eo 0 " a N. �;"0 A.B. 0 32"O.C. I PW SHEATHING I _ TDP WE 1 FRAMING a , _�-_—_� .- .^____-_� - � HERE OCCURS <<?l j toy 4-3/4"0 A.B.'s QI\ t .�,...�.... I (N) H �A '�° ---- -•---E� M — N r 8'-0 o.c. 4�41tM4 6824 EA. SIDE JOIST SEE PLAN FOR SIZE `-` _. .. __. -• ___�/_�_._ SEE SCHEDULE late 3/4":t'-•cr U.NA. , O N • }/4'O EPCX Y ANCHOR FOR MANGER ✓J \ 3/'S"OL EA. SIDE W/ y w..._--__..-..-•._....t_-.r._..- _...._+•+r•-_..«.•+r.► I.R. k -- -----_.._-- -..��_- -__-• �_ ___. 5" MIN EMBED. 3x6 NAILER r �, 6- /4"0 THRU-BOLT', PURLIN SAME SPACING AS FOR 1MAOR Ntow(%#TItk fm 6ETA1L$ ;• �`, SEE PLAN ANCHOR CMU WALL, SEE IN ((N)2 __. . . Q PURLIN I,-_-_,___._� �_-�- --_)_! (N) 3x t 4 LEDGER I! vG� - O n I I 4- 3/4 0 STUDS ( � I 1 7 I Z2"//%'/ 2" �- �. N CMU WALL.. AfIsIgN, Q ` PIAN COLLECTOR DETAIL COLLECTOR DETAIL N LEDGER AT (E) NAILER T tS, 5.217 -- 13 _ g ._ A 5 z 4`�� �.A /31vp/a, WALL &_JOIST I s'S+nr,rwtiiviygyt , -—Ir r . IF THIS DOCUMFNT TF LESS 1_IT Ilr III III III III III I I II II! III I I III ill 111 111111 111 III I I III III III III III III III I I III III III III III T11 111 I T T�T 1�1 111 T T III .I1 II' III i1 ;11'111 I I , LEGIBLE THAN 'PHIS NOTATION, 60 81 IT IS DUE TO THE QUALITY OF - THE ORIGINAL DOCUMENT. - -- - -- -- -- - __-- _ -- - — — No 34 O'er, ;• �0 E 8�L BT I I LIG 9 Z 19�L 6TL E t' l i; U�Z 8[ B[ I LI[ 1911 191[ I b T I S�[ L LFwllmi, F,111111�1111 I � � IIIIIIIII ILII ILII ILII Illi ILIIII ILII ILII ILII ILII IIIIIIIII IIIIIIIII 1111 Ilil III, ILII ILII ILII IIIIIIIIIIIIII IIIIIWII t W1Ox SEE PLAN 3/4" TH3 BASE R 1 -0" W/ 4- /4"0 A.B. r A -40 SEE TYP BASE R A r7 6 6'--- 3 A DETAIL 5/55 3 I 1 Ti II 1 8" CMU WALL I I' I - R 3/4 w/ 3/4"� �r n A.B I { �IINII Muth, AlcAlt�ct II -----2-M5 ADDITIONAL I 1 1 Alameda, CA 94501 ! !oTel 510 So 5 Fal 510 065 SA 61� ' °' • - -- STD. HOOK TYP. -'_--{--- (E1 c��Nc PANEL No. 4 CLEVIS W/ ! / 7/a"• A307 BOLT, TYP. b I PLATE. SEE 3/4"o EPDXY a.8 'S I I I �^i - T PLAN FOR LOCATION 01 o c , STAGGERED TrP ( -3x LEDGER, SEE PLAN --- -- — 4>, PURUN f i BEYOND SEE PLAN I 1 f I 4o I I NEW OP'ENft. 1 (E) PANEL JOINT, TYP (E) WALL PANEL TYPIC,�L SECTIC)N AT COLUMN 4 I� I MIN, ' I B WT7x15 W/ 3/4 0 A ,07 BOLTS EA SIDE i 3/;0 ROD, PENETRATION -- --- I ,," . (E) PANEL JOINT AT PURLIN AS REQUIRED �� (E) BLDG (N) ADDII ION f f + TIGHTEN TO PREVENT SAG 3/4'O A.B SET IN EPDXY, I I 5 MIN EMBED. R 3/4" INSIDE OF BLDG. ONLY i LU " r, I V i r c4 - 1` O 1 SECTION �,_0,. (E) CONC PANEL C" I (E) HIGH ROOF FRAMING Z N EQ -_ . 3/;0 EPDXY AMCHORS CIS Q CO L / //� / L• J I r / / '%` ( _ - 1 3/4"o EPDXY A B 'S i� 012"o.c., STAGGERED 0 11J --"—� _; _ c _ "�\ TYP., BOTH SIDES ] `' �/ n LU /` cr- SECTION A-A (E) EXTERIOR FACE �— , ♦ — OF .DNC WALL �s 4x PURLIN, SEE PLAN O � 1- a�. CHANNEL DETAIL . SIM. ONE AS DE' 0 LY WT7x 15 W/ 3-3/4"0 THRU BOLTS - + i! AT PURLIN SECTION I W/ 3/4"O A B.'S 3/a" THK. W/7- - - _-- , I I- +F-,I<--- fr_.-,� 7 3/4• A307 BOLTS, TYP. PLYWOOD B.N. Ic iI I f COUPLER ly LOWER ROOF t f �4 I�D7 NEW PLATE DETAIL @ ,EG ,E� , MC,Bxa_ 7 W i _ ®1'2"o c., STAGGERED ✓ t>�� _ { _ .. __._.. I `a i P No.4 CLEVISE E CONIC. PANEL JOINT 3/4"-1 0 '�,; MIN. 5" EMBED., TYP 1 - / SEE CHANNEL DETAIL 1 C12x25 0 SIM., SEE 3x LEDGER \ tin I I I I a o CHANNEL DETAIL 0 SIM. — f ♦ PURLIN SEE PLANloommoo • - �� � c9 t b i IIII I I . 6" ---MAX. w d32"o,c. MIN. STIFFENER R p 5 EMBED. -- - -- IT z ; CHANNEL DETAIL Z -- - - - f i' T�---:rrP NISHKIAN AND ASSOCIATES 1 Holland Court, Suite 100 3x LEDGER ! 3/9" STIFFENER San Francisco, CA 94103 3x LEDGER -- SEE PLAN �W10x30 (415) 5411-9477 SEE PLAN \ _ I IT lip. _ it / _ I - MCt8xa2 ;� 2"o GROUT HOLE Fax (415) 543-5n7i L- "--_---_--1C._ `�I- -- - - - - rrP ��aE0PRD , 14 344 ^ T gOREGO i 31.9 s ILL I 8" I 8• ®• I 3" g CMU WALL ` r.R 1/2" (c) CONC (E) CONC. WALL- W.P. - WA!•L x - L 4-3/44"O `HRU BOLT W/ ,----- 3r / '---- --.._) �.3► !o I Ii 6 3" Sq. x /" THK. WASHERS TYP, EA, SDE OF WT7x15 PLAN A-A � (E) F NEL PORTION •yo'e^.1118 may lM1et` erncl1pa,.a PLANN VEW cv � — ' TO BE REMOVED f LNl�1 5" Or 3/4" THK. BASE � No. D111 18161 11/17/97 40% PROGRESS SET TYPICAL BASE PLATE DETAIL 12/23/97 80% PROGRESS SE' ROOF BRACE DETAIL 01/13/98 1 PROGRESS SET SEE DETAIL 01/26/98 1009: ISSUE FOR PEkMIT dt BID Y Q F I SAW–CUT LINE _____ .___ ____.__. —.- --- - z o A _ . ---, (E) SLAB - I � F F LEVEL ---------._--_-__-___. -- ---- _-_-----,_—.._ ' I II I � � � {{ SAW-CUT LINE EA SIGE OF COL •n _. . .._ ._ WEB r . . _ ♦ t EXTERIOR GRADE TY F, - DOWELS SEE TYP. • • • .__... __ _._..-_.._ II I � 1/4 DET. 2/S1.2 V+ (E1 PANEL PORTION TO REMAIN _-- �\\ v N6 DOWELS i i i •'/,I `� EPDXY EMBED , TYP. Ptl{III No 8824 Mc t 8x42.7 --'/ i . #6010"o c., T&B r ,� .� - MC 18x47.7 FOOTING - EA. WAY, TYP. SEE PLAN do SCHED. $IIN AS NOTED Drarhf TitU TYPICAL FRAMING E U DETAILS t M llrlrinq No S5,3 TITLE T TLE COLUMN CONNECTION DETAIL 5 SECTION .� 17 3/4"_,'-� TITLE 3/4"_, -(" 9 1 1 I I, , TITL� -- -- --- ___ x.17/ W _ _ _ _— - -— - - � > �- -—��. 1,1. ,,:a'.S�NJP R`•.rr1+:I7fiF#'b+ Akt'i dd�kr'E:.uI.H�aY1tf��IwNkAI1� 3/ � _ _ .. .. - _.... -. . ..__ ' �. .•; �,r. ' n,'..�, rt9}0)5,,'� �� CQ , _ _. �.. C.. I""^ :e'er' -. .. - - - , _ „ KI'•rblP•.:•v�yF.#�A YINWI'' 1N6�,�1 si:IM` ' �� "���Aa.�tMlirHO/1�+r1��!i+"!�'•t1Y^'4�� ., •�'•' ,._31�i /'�j, - .., : :� _ _. / �1 IF THIS DOCUMENT IS I.FSS IIF ,II III 1111111 III I I III'II III I I III III 11T fh III- IIi III I IIII IIl III IIc! III I I III III III I ! III T�l l�l 1 1 rlr 111 I�1 1 1 III III III II! III III III I I i 16 LEGIBLE THAN THIS NOTATION, 1 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. r RL 91L LG L L 11tiL I �i�L 01L BT- 9i LT 19T 14IT��i I�� 197 I [i 111 8 I I L I�9 I 9 I 1 I I G I Tm6ux IIII IIII�IIII IIII Ilil llli�lll IIII IIII IIII�IIII IIILIIII IIII IIII IIIIIIIII IIII IIII IIII�IIII IIII�IIII (IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII 111,.!111 IIIIIIIII Illllllli IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I!IIIYII