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9530 SW WASHINGTON SQUARE ROAD STE H-10-2 s y . fit i1. M '� .��1'AP'+rl��j' i �i• - ;-,i,: ... :'��'�1Pt°y'i'II�XA�� 1911n �}TYT".� i�P$i+L¢ .14,;,4oiSyh ;i�,::� a z 't• ..crs' i'. +� �t +�d aA. 4�j�Sti EM w F Gensler Architect Two Harrison Street Suite 400 San Francisco, California 04105 415.433 .3700 Store ff TBD Washington Square Issue for Permit - July DEFERRED Fire Sprinklot �..� Fire Alarm �... Mechanica4 plurobins Electricd Tnfss Frill orin� Shop Unwinp �. as in ton uare i f i i W M. Arthur Gena^r t San Francs(o. as in _uare o a J`' �rFar f 4 f 1 4 AFVY IG f.D O-T-C Conditionally Approved ......................... .. . ( ; OMPIM7 LOW For only the wor de cribe in: T)" q T)"PErMIT NO. ~ 00 - w1b/CMridat } See Letter to: Fullow............................................I 1 fin, A[H�P fr' JohgAd re�e�e�: � .� �I) 0 ^ N/v �+sibfllp TIGARD All. ApprovedL .Lr ..lN...F- ....... _......... - Conditionally P.pproved _........( j For only the wyy�jk as descnt m PERMIT N0.l,�U1 A11-1 Om71rb_._. See Letter to: Follow..._. . ttach w..',;/4lN:...:................. ..... SUMF ,VO 'Job�, res G,�-�.._ � / By Washington Sa RdA 10.9530 / BUP2003.00466,MEC2003.00489 1 of 38 OFFICE COPY NOTICE: IF i KE PRINT OR TYPE ON ANY YPEONANY I II__r I11riiji(i1ii I 1l lir ril►Ii1 11111111 i►.i.6ll iitiliii_i_1 !�L-i 111 111,lii i I-II_IiIii I iii I IJ� • ! 1� lilli IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 , ITIS DUE TO THE QUALIFY OF THE _ No,, ORIGINAL DOCUMENT iii►�iiii iii► i�iiiili�i l11 1-11,1113111-111-1 iilii111-111011,18,1 uljoll I i Illi ii�1,liiiiiii�ili1tiliili,,-1 I i�uli1i1iilui`�1-[-a Ills �611i1 U_LiIIJ'11l��iui111utililul�l��iui�t�t�i)ti�� : ;fl i I RESPONSIBILITY SCHEDULE PROJECT TEAM VICINITY MAP WING INDEX i DRAWING INDEX (CONT.) DRAWING--- - I APPLE FURNISHED BY INSTAl n BY LORU/OIMdER REP Wit* I I r� sw anew�i t • I _ a ! MECHANICAL & PLUMBING ARCHITECTURAL GELNERAL _� _ OCL OCL-REMARKS APPLE COMPUTER INC. THE MACERICH COMPANY/wESTCUR _ �r ! WashingtonSquare 1 INFINITE LOOP 11411 NORTH IA,UM BOULEVARD I, r . 1 ;, (. M0.1 LEGEND, NOTES & SCHEDULES A00,00 PROJECT INFORMATIOFJ CONSTRUCTION BARRICADE __.. _ QCe TO 000 COORD. W/LANDLORD ! �° ' � i i - _ M0.2 SPECIFICATIONS AOO.Ot GRAPHIC SYMBOLS, MATERIALS LE%SND, AND ABBREVIATIONS - CUPERTINO, CA 95014 PHOENIX, AZ 85028-2399 CONSTR. BARRICADE GRAPHICS _ COORD. W/ OWNER NYNow,�' *'� ,� �}` A00.10 GENERAL NOTES - - - - - TEL: 408.974.6583 TEL: 602.953.6434 _:; 9585 SW Washington Square Road TEMPORARY UTILITIES_. _ _.. ._. _ _ k` . , Mme +{ q - � � i M1.1 MECHANICAL PLAN A00.30 SCHEDULES TEMPORY TELEPHONE do FAX --- - --- - - - -_ - FAX: 408.974.7335 FAX: - s TEMPORARY LIGHTING - CONTACT: BRUCE ZITLAU CONTACT: CD DELESKI ? '' -' if, r 'r= ' l+ A00.40 TYPICAL INFORMATION Tigard, OR 97223 ---- - - } 1'; T'' fits I " �E ' M2.1 PLUMBING SCHEDULES A00.60 EGRESS & ACCESS PLAN PERM do APPROVAL - _ _ _. EMAIL: bzltlauCapple.com EMAIL: ed.deleskl®wes.car.corr M2.2 PLUMBING PLAN & DIAGRAMS A00.70 MASTER LAYOUT GRID SHOP -DRAWINGS-- --- - - -- - - - PER SPECS U.O.N. I �.yf'L. t �4 .t I- -� - ''� 1+ �. -- _-----__- - STRUCTURAL ENGINEER f I $ A00.80 SIGNAGE KEY PLAN �Sd _ �' F , /!� ,�,+•� .• ER HEAD LAYOUT PARTITIONS GENSLER KPFF CONSULTING ENGINEERS F I, � � M3.1 FIRE SPRINKLER FlNISH FLOOR BASE A01.01 DEMOLITION PLAN -- ----- --- - - - -- ---- TWO HARRISON STREET 180 PACIFI( AVENUE. PAINT - -----_ _- - --- - -- -- c , i - 1: _ M4.1 DETAILS EASTIN SAN FRANCISCO, CA 94105 SAN RANt,I_•CO, CA 94111 r`: 7 ti r' ( . 1• ~- CONC, FLOOR SLAB _ _- •_-- G _ . t ltr•- ._ - ! A02.01 CONSTRUCTION PLAN cONc. CUTTING TEL: 410.433.3700 TEL: 15.989.1104 y�. j � ";� --� ---- - - -- FAX: 415.836.4599 FAX: 415.989.1352 DEMISING WALL STUDS r - "`` - 1 ,,-�-� ,x � �(I� °'� ` },; A03.01 POWER & COMM. PLAN " - --_-_- - CONTACT:MAUREEN BOYER CONTACT: FLAKE DILSWORTH ". ` ' DEMISING WALL GYP. BD. _ TENANT SIDE ONLY t �� ad ' lj r FURRED WALLS LOCKING TEL: 415.836.4108 EMAIL: blake.dilsworth®kpff.com '�+ A04 Ot F` ,,CFLCCTE`D CEILING PLAN INTERIOR DOORS HARDWARE ! EMAIL: moureen-boyer®gensler.com r 1 ! Vit, `f' s LIGHT FIXTURES - -_� - as tO COOMATE NTH OWNER LiGHi1NG CONSULTANT A06 Ot FURNITURE,Two STONE TILE IN SALES AREA --- �` ~ c' ' •T , ° 1i URE, FIXTURE & EQUIPMENT PLAN ISP DESIGN INC. �,� a SECURITY DEVICES TM0110N DETECTOR, CAMERAS _ ca_ COORDINATE rATN sEcuRm co. DESIGN ARCHITECT , y k,„, y _• '� ELECTRICAL QC. SUPPLY AND PULL MARE 9245 SOUTHWEST 158TH LANE #202 t F �,) i1 ' EIGHT !^!;,. �==-..=- t� ��;' . �;- -' ' ' ' '. ,Nrwe'�Ftr E0.1 LEGEND, NOTES & SCHEDULES AU9.00 STORErRONT ELEVATION & SECTIONS DOOR KEYP!'riS - - - - MIAMI, FL 33157 axe ' io t� w , Dzenz r+.�..�,K.,�+w.. mm+l E _ - _ _ 5 � .. � A09.01 STOREFRONT DETAILS Two Harrison Street 675 CALIFORNIA STREET TEL: 305.278.156) E0.2 SPECIFICATIONS DETER -- - _,____ _- - A09.02 STOREFRONT DETAILS --- SAN FRANCISCO, CA 94108 FAX: 305.255.7541 - EO.3 PANEL- SCHEDULES & SINGLE LINE DIAGRAM Suite 400 INTEP!tJR SIGNAGE _ !.. __ _____�____. SITE - Norsk A09.03 STOREFRONT DETAILS San Francisco, CA 94105 - -- -------- TEL: 415.434.8462 CONTACT: SYLVIA BISTRONG ENTRY/STOREFRONT _ 415.434.8464 EMAIL: ispdesign®earthlink.net E2.1 CEILING PLAN - LIGHTING Gensler Telephone 415.433.3700 Facsimile 415.836.4599 - A11,00 SALES AREA ELEVATIONS STOREFRONT SYSTEM.AND GLAZING --�-�- MEP ENGINEER E3.1 FLOOR PLAN - POWER & SIGNAL A11.01 BACK OF HOUSE ELEVATIONS STOk&� T STRUCTURE - _�_- -_ -_ - LOCATION MAP ENTRANCE_DOOR_S - - _ GENERAL CONTRACTOR ACIES ENGINEERING A11.02 TOILET ROOM ELEVATIONS HARDWARE _ ^ _ !_ _ -_. SHAWMUT D&C 111 W. EVELYN AVE. STE. 301 r E6.1 DETAILS MISC. INFILL AS REQUIRED _ _ 560 HARRISON AVENUE SUNNYVALE, CA 94086 __ I E6.2 DETAILSo _ Al2.00 PARTITION DETAILS LOGO PANELS INCL. ELECTR. _ _ - BOSTON, MA 02118 TEL:408.522.5255 -1 -�� Al2.01 PARTITION DETAILS FIN. FLOORINGALL XTERIOR SIDE OF GLAZING _ - TEL: 617.622.7124 FAX:408.522.5260 a Al2.02 CEILING DETAILS Al2.03 CEILING DETAILS ENTRY_MAT - CONTACT: RANDY SHELLY CONTACT: THADDEUS BALLANTTNE rn,E,�• Tri A - ---- � STOREFRONT MEAL PANEL SYSTEM EMAIL: rshelly@shciwmut.com EMAIL: thaddeus®acies.net � ' � } Al2.04 DOOR/FLOUR DETAILS Al2.05 JUNCTION BOX/WOOD FLOOR DETAILS Al2.07 GLASS PARTITION DETAILS 1 Al2.08 LCD SCREEN DETAILS - -- STRUCTURAL Al2.09 LCD SCR.-EN DETAILS S1 GENERAL NOTES AND DETAILS ' SALES AREA S2 FRAMING PLAN FLOOR OUTLETS S3 DETAILS DISPLAY FIXTURES _ _i • FURNISHINGS • REFER TO SPEC. INTERIOR GLASS_PARTITIONS _ -__ _ •,__ ____ OVERHEAD CEILING SIGNS PROJECT APPLE CARE/MANAGER SITE SHELVING AND HARDWARE FURNISHINGS + -- --_ __---- - '. SAFE _ REFER TO-SPEC. MANAGERS WORKSTATION dt SHELVING _ ST_OCKROdM _ O L •C L_ REM4 tK,_ - NorthFXEDOR MOBILESHELING PROVA_UN_D__AYMNT STOROOM EQUIPMENT (LADDER, ETC.) Q Issue Date 8 Issue Dparlptloft 8y Check it _01 06/27/03_ TEO BAP RECEIVING I BREAK AREA _ FLAME SPREAD RATING PROJECT INFORMATION _ o?_:o S;i o_�LoPMENT SYc 134,P LOCKERS REFER TO SPEC. REFRIGERATOR REFtR TO SPEC. Permit_ MICROWAVE _ REFER 10 SPEC. CEILING PANEL SYSTEM - -- 1 MILLWORK & SHELVING PVC CEILING MEMBRANE WITHIN STRETCHED CEILING SYSTEM. ASTM E84 - UNDER - - THE MILL BURTON .ACT, FLAME SPREAD INDEX = 5, SMOKE DEVELOPED INDEX = ADDRESS: WASHINGTON SQUARE 170. 9585 S.W. WASHINGTON SQUARE ROAD - TIGARD, OREGON 97223 - 1'OILET ROOMS i_ _ _ _ GYPSUM DOARD SPACE #: H-10 - -- TENANT OCCUPANCY: MERCANTILE ----- <1:CESSORIES _ 5/8" TYPE "X" GYP. BOARD - ASTM E-84 UNDER THE MILL-BURTON ACT. lll-E WAINSCOT IF REQUIRED -__ _ -_ • ___... _ FLAME SPREAD RATE = 15, FUEL CONTRIBUTION 15, AND SMOKE DENSITY = 0 BUILDING TYPE: ?'(PE III-N. FULLY SPRINKLERED - - - TILE FLOOR I `-� - • ----- - -- -- T -- -- PAINT FINISHOCCUPANCY USE: TYPE M ON WALLS AND OTHER SURFACES - ASTM E-84 UNDER THE MILL-BURTON ACT. APPLICABLE CODES: _ NOTE: FOR HVAC/PLUMBING/ELECTRICAL/SECURITY RESPONSIBILITY SCHEDULE SEE MEP DRAWINGS. FLAME SPREAD = 15, FUEL CONTRIBUTION = 15, SMOKE DENSITf = 0 1997 UBC WITH 1998 OREGON STATE AMENDMENTS --- - - 2000 UMC, UPC & 1999 UEC 0 = OWNER C = CONTRACTOR L = LANDLORD PLASTIC LALMNATE SEISMIC ZONE: 2B ASTM E-84. FLAME SPREAD = 100, SMOKE RATING - 35 FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM - PROPOSED USE: RETAIL ------ EXISTING USE: RETAIL AREA OF TENANT - -- IMPROVEMENT: 4275 S.F. OCCUPANCY: LO FACT. SI IB FLOOR USE S.F. SF/PER . TOTAL TOTAL SALES 2,414 30 S.F./PERSON 80 STORAGE 1,168 300 S.F./PERSON 4 - TOTAL 84 Seel/Signature j "L M Arf'iu Gensler Sail OetllrlSiO �\ Y T�. OF 0`L� Project Na.. Y APPLE COMPUTER INC. Project Number 01.3785.000 CAD File Name I:\01.3785.000\CAD\Sheets\a00-00.dwg lDescription PROJECT INFORMATION seals r.lsstae�r.al p NOT TO SCALE A00.00 i WashinatonSa.Rd.H 10:9530 cA02003 Gensler t3L1P2003-00466,MEC2003.00489 2 of 38 1 Is M*00 <.«.,..:..�,,........wa.w....�+rw..u...iu......,,aa.w.ww-r, -. ...>,a.,awa.,r..et,W,::..:..wa.i., .,....,,.......e...... .:l.dei.,::,_-..... _ -.,-,__..._..wru.,:..--- x`^a71.1'...• www'+4w.....,..r,........:........«w..,._..........•...._....._..-.....,,...o.....,......._..,....,,_,..>...�..,....-.�.. NOTICE: IF THE PRINT OR TYPE ON ANY 'IL-r�ll I 111 I Ill'lll i 1I-i-ll='�--I I SII II III1 I 1•11I.111 .I IiI III I II-I I II-I I IHII�IIII 1III_II_I II I�III III I III�IVf'1I -IIII -I�-I�I-�il�lll l III-�II --�IIII JII (A��; ) � d/, �OL IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE.QUALITY OF THE No,36 ORIGINAL DOCUMENT E L �BL LL eL Z �fv s L tL oTz a[�e[ t,t 9t 4t 6rt sit ti tjt� a[ e 9 L g 9 ' s �Z i, ,l� I IIIIJIII III! IIII IIIIIIIII�I�I IIII �III�III�III IIIIIIIII IIII IILI�I�III I�IIIIIIII I��III�I�Ill► II Illllil� ►Ill►l�l� Illl�llll ll�l �l�llll��lll ll�l lllll�l��lll !l�l��►��IIIII►�Illl!II!�llll l�ll�l�ll!i!1L'11lll.�tl!1.1�1►1!►llllllllllllllllll!.�1111111ll1ll11t��1!�11�1I�N!l� ! ' ^4 .'v i!M EVENNESS ABBREVIATIONS GRAPHIC SYMBoLS (CONT.) GRAPHIC SYMBOLS (CONT.) GRAPHIC SYMBOLS (CONT.) GRAPHIC SYMBOLS AK APPLE -- ELEVATION INDICATIONS REFLECTED CEILING POWER & COMMUNICATION CONSTRUCTION ACCES ACCESSORY KIT KITCHEN Washington Square L ACOUS ACOUSTIC(AL) 0 WALL MOUN TED DUPLEX AFF ABOVE FINISHED FLOOR --- __ ACOUSTICAL CEILING 1 AL ALUMINUM __�__ ,,Y STONE AND GRID 0 ~WALL MOUNTED FOURPLEX ALT ALTERNATE LAV LAVATORY MAIN RUNNER 0 WAI-L MOUNTED DEDICATED DUPLEX A COLUMN GRID 9585 SW V'i aslhIington Square Road ANNUNC ANNUNCIATOR LB POUND WALL MOUNTED p SERA Tigard, Oft 97223 ANOD ANODIZED f. BRITISH POUND (CURRENCY) ----- BRICK/CONCRETE BLOCK RATE DUPLEX APPL APPLIANCE LT LIGHT --- FLUORESCENT LIGHT FIXTURE WALL MOUNTED DEDICATED FOURPLEX + >•� EXISTING CONSTRUCTION TO REMAIN ARCH ARCHITECT(URAL) LVLG LEVELING AUTO AUTOMATIC LVR LOUVER NIGHT LIGHT/24 HR. CIRCUIT WALL MOUNTED HALF DEDICATED FOURPLEX EXISTING CONSTRUCTION AVG AVERAGE FINISHED WOOD WALL MOUNTED SPECIAL OUTLET TO BE DEMOLISHED & AND M y-- L-J EXISTING TO BE REMOVED ♦ WALL MOUNTED TELEPHONE RECEPTACLE B MAX MAXIMUM CLASS e WALL MOUNTED TELE DATA RECEPTACLE - -- '- EGRESS PATH PRIMARY MFD MANUFACTURED r.-..- UNDER CABINET FLUORESCENT FIXTURE - -- - EGRESS PATH SECONDARY 4-- WALL 'COUNTED DATA RECEPTACLE (2 PORTS) i BLDG BUILDING MFR MANUFACTURER r--+ FLUORESCENT STRIP FIXTURE WALL MOUNTED BOLLD BOLLARD MECH MECHANICAL L SOU TED A/V RECEPTACLE - j ELEVATION DATUM POINT BD BOARD MET METAL BLKG BLOCKING MEMB MEMBRANE FLUORESCENT PENDANT FIXTURE ❑D WALL MOUNTED TV RECEPTACLE OFFICE - ROOM NAME BRDLM BROADLOOM MEZZ MEZZANINE X'_ FLUSH FLOOR MOUNTED TELEPHONE RECEPTACLE OFFICE ROOM NUMBER BU BUILT UP MIN MINIMUM CEILING HEIGHT CHANGE ® FLUSH FLOOR MOUNTED TELE DATA RECEPTACLE MISC MISCELLANEOUS / X -X I FLUSH FLOOR MOUNTED DATA RECEPTACLE Suite 400Two 1son Soret C MLWK MILLWORK xxx DOOR NUMBER (WITH SCHEDULE) MOIST MOISTURE SECTION INDICATIONS LXVX�> DIMENSION OF CEILING ABOVE FINISH FLOOR Oe FLUSH FLOOR MOUNTED DUPLEX San l,'randv,,, CA 94/05 CAB CABINET MOT MOTORIZED) ALIGN Gensler Telephone 415.433.3700 CPT CARPET MTD MOUNTED FLUSHFLOOR MOUNTED FOURPLEX ALIGN WITH ESTABLISHED Facsimile 415.836,4599 CEM CEMENT(ITIOUS) CEILING MOUNTED EXIT SIGN, I SURFACES CER CERAMIC N -i SAND OR GROUT ! SHOWS QUANTITY OF FACE(S) ® FLUSH FLOOR MOUNTED DEDICATED DUPLEX CLG CEILING -- -- AND DIRECTION OF ARROW(S) ® FLUSH FLOOR MOUNTED DEDICATED FOURPLEX XX SHEET NOTE COATG COATING NIC NOT IN CONTRACT EARTH OR NATURAL GROUND (� FLUSH FLOOR MOUNTED SEPARATE DUPLEX COILG COILING NO NUM3ER 0 RECESSED DOWNLIGHT CONI CONCRETE NTS NOT TO SCALE o o POROUS FILL (GRAVEL) fl ADJUSTABLE DOWNLIGHT FLUSH FLOOR MOUNTED SEPARATE FOORPLEX ov� REVISION REFERENCE CON„TR CONST4CTION CONT CONTINUOUS(ATION) O4n _PLUSH FLOOR MOUNTED DUPLEX WITH TELE/DATA RECEPTACLE CONTR CONTRACT(OR) STONE e RECESSED WALL WASHER - LOCATION ON ROW WERE SHOWN -- - � - ;j _ - WH COV COVER ORNA ORNAMENTAL ° TRACK LIGHTINGFLUSH FLOOR MOUNTED DEDICATED DUPLEX -Y DIRECTION OF ELEVATION CMU CONCRETE MASONRY UNIT OVFL OVERFLOW CONCRETE C04) WITH TELE/DATA RECEPTACLE Ott _ - _- ROW ON ELEVATION SHEET WHERE SHOWN OVHD OVERHEAD ♦ SURFACE MOUNTED LIGHT FIXTURE SHEET WHERE SHOWN C OPNG OPENING(S) FLUSH FLOOR MOUNTED SEPARATE DUPLEX OPR OPERABLE �[[� BRICK D WALL SCONCE WITH TEL E/DATA RECEPTACLE i DETAIL NUMBLR FLUSH FLOOR MOUNTED A V RECEPTACLE SHEET WHERE SHOWN DBL DOUBLE noftrn DEPT DEPARTMENT P CONCRETE MASONRY UNIT EO EXHAUST FAN �� f"��FRIZNw! 9M- DESCRIPTION OF SIMILAR OR OPPOSITE DES DESIGN(ED) - CID) SMOKE DETECTOR ® FLUSH FLOOR MOUNTED TV RECEPTACLE ( )_ FLOOR LEVEL AND AREA OR PHASE DET DETAIL PTN PARTITION DF DRINKING FOUNTAIN PEDTR PEDESTRIAN '%!; ST METAL STROBE WIN STROBE TEL. MONUMENT AREA TO BE DETAILED PBD PARTICLE BOARD � POKE-THRU TELE/DATA MONUMENT MILLWORK DIA DIAMETER, ,�; DIFF DIFFUSER PNL PANEL j:% NUN-FERROUS ALUMINUM ♦ FIRE SPRINKLER ® POKE-THRU DATA POWER MONUMENT MILLWORK SCHEDULE TAG IF USED DIM DIMENSION POLYST POLYSTYRENE a �� ( ) DISP DISPENSER PORT PORTABLE - ?>> SPEAKER O POKE-THRU DUPLEX POWER MONUMENT DIV DIVISION PREFIN PREFINISHED e = PLYWOOD DN DOWN PREFAB PREFABRICATED [� ) SOUND DETECTOR > POKE-THRU FOIJRPLEX POWER MONUMENT Fe=, FIRE HOSE CABINET $ DOLLAR (US CURRENCY) PLAM PLASTIC LAMINATE '=f. F WOOD (FINISH) ® POKE-THRU DEDICATED DUPLEX POWER MONUMENT rE FIRE EXIINGUSHER WITHOUT CtirjINET DR DOOR PLAS PLASTER ® ACCESS DOOR 1 _ {f POKE-THRU DEDICATED FOURPLEX POWER MONUMENT PLSTC PLASTIC WOOD CONI INLIOUS r_i-I ® POKE--THRU SEPARATE DUPLEX POWER MONUMENT FEC FIRE EXTINGUSHER CABINET DWR DISCONNECT PLYWD PLYWOOD ( ) SECURITY CAMERA o FIRE VALVE WITHOUT CABINET DWR DRAWER PRTECN PROTECTION WOOD (BLOCKING) (D POKE-THRU SEPARATE FOURPLEX POWER MONUMENT THE2MOSTAT >� � FVC E ` - INTERRUPTED MEMBER $ LIGHT SWITCH ,� FIRE VALVE CABINET R o ® POKE-THRU A/V MONUMENT ELAST ELASTOMERiC -- - � $ DIMMER SWITCH ® KEYNOTE ELEC ELECTRICAL RDR READER I INSULATION (LOOSE OR BATT) PROJECTION SCREEN ® POKE-THRU TV MONUMENTI Q WALL N;OUNTED POWER JUNCTION BOX esu. L Issue Description By Check 01 07/18/18103_--_--_ SYP -- BAP EMBED EMBEDDED (TNG) RECES RECESSED FLUSH RECPT RECEPTACLE � CONNECTION Permit ENGR ENGINEER(ED) INSULATION (RIGID)GID) RETURN AIR WITH HARDWIRE CONNECTION� ENTR ENTRANCE REF REFER(ENCE) ® SUPPLY AIR [] FLOOR POKE-THRU JUNCTION BOX -- --- - EQ EQUAL REFL REFLECTcO "-� GLASS (LARGE SCALE) WITH HARDWIRE CONNECTION EQUIP EQUIPMENT REFR REFRIGERATOR - --- p CIRCULAR DIFFUSER COMBINATION FLOUR POKE-THRU JUNCTION BOX (E) EXISTING READ REQUIRED WITH HARDWIRE CONNECTION EXP JT EXPANSION JOINT RESTS RESIST(ANT)(IVE) GYPSUM BOARD ® LINEAR DIFFUSER EXPS EXPOSE(D) REINF REiNFORCE(D)(ING)(MEN-r) -' — © CARD READER EXT EXTERIOR RES)L RESILIENT PLASTER WITH LATH E DENOTES EXISTING TO REMAIN ID INTERCOM DEVICE RFG ROOFING RM ROOM m DENOTES EXISTING, RELOCATED FIXTURE [I DOOR RELEASE BUTTON - - - -- --- F RO ROUGH OPENING 1111_L1_Ll� ACOUSTICAL TILE FAB FABRICATION CE DOOR BELL PUSH BUTTON - - --_ _ - - FD FLOOR DRAIN S� CARPET C ) DOOR BELL --__FE FIRE EXTINGUISHER _ [] ELECTROMAGNETIC DOOR HOLO OPEN -_ SG SOLID CORE WOOD -_-__ FE:�r. FIRE EXTINGUISHER AND � FABRIC WRAPPED PANEL - - - - - -- CABINET SCP SCRIBE ELI ELECTRIC LOCKSET (SEE HARDWARE SCHEDULE) FHC FIRE HOSE CABINET SECUR SECURITY FIN FINISH SF SQUARE FEET EL MAGNETIC LOCK (SEE HARDWARE SCHEDULE) _ --- - FLOG FOLDING SGL SINGLE C� SECURITY SYSTEM DOOR MONITOR CONTACT FPLC FIREPLACE SHORG SHORING (SEE HARDWARE SCHEDULE) FR FIRE RAT(ING)(ED) SIM SIMILAR FINISH INTRUSION ALARM (SEE SECURITY DRAWINGS) FRMG FRAMING SST STAINLESS STE''L -- - �— FXD FIXED STD STANDARD [k] KEY SWITCH (SEE SECURITY DRAWINGS) FX'iR FIXTURE SrL STEEL zxz WALL FINISH P FL R FLOOR(ING) STRFR STOREFRONT xxx BASE FINISH EQUIPMENT ITEM - SEE SCHEDULE `-- --�-` w-- --�- - - F'JRN FURNITURE STRUCT STRUCTURAL EXTENT OF FINISH Fs FIRE WARDEN STATION �J— FWC FABRIC WALL CJVERING SURF SURFACE J -- - - - — SUSP SUSPENDED rP� FIRE ALARM PULL BOX G SYS SYSTEM(S) oxxxxx WALL FIPdSH EXTENT OF FINISH -- - -- GA GAUGE T - - - GFRC GLASS FIBER REINFORCED CONCRETE THK THICK WAIL FINISH WAINSCOT FINISH TLT TOILET xzzx - GFRG GLASS F�3ER REINFORCED zxxxx - GYPSUM TRAF TRAFFIC xxx BASE FINISH FIN TRANS TRANSPARENT 1� EXTENT OF FINISH sesuslpnetun GF��P GLASS FIBER REINFORCED PLASTER TRTD TREATED SSSS GL GLASS T&G TONGUE AND GROOVE GR GRADE ING TYP TYPICAL. zzzzx SPECIAL FINISH t! 1 t• GYP GYPSUM U �� M A" . Gens,er r H xxxxz xxxxx Sd�, F CHANGE IN FLOOR FINISH ti - UNDRLAY UNDERLAYMENT HD HEAD UTIL UTILITY HOWD HARDWOOD UNO UNLESS NOTED OTHERWISE •�J, C� HDWE i'ARDWARE Q�' �V� HM HOLLOW METAL V LProject Nome HORIZ HOK!-'ONTAL __- HVAC HEATING, VENTILATING, AND VLH VEHICLE AIR CONDITIONING VERT VERTICAL APPLE COMPUTER INC. VIF VERIFY IN FIEI D --_-_-- .� L roject Number INFO INFORMATION W ('13785.000 File Na INSTRUM INSTRUMFNT(ATION) ��---�� [_-_Name INSUL INSULATION I:\01.2700.000\CAD\Sheets\a00--01.dwg Deacrlp6°n �_ ��_ INTLK INIERLOCK(ING) WC WATER CLOSET INl INTERIOR WD WOOD INFILIR INFILTRATION WDW WINDOW GRAPHIC SYMBOLS, MATERIALS LEGEND, AND ABBREVIATIONS W/0 WITHOUT WT WEIGHT WTRPRF WATERPROOFING Scale JAN JANITOR 0 NO f 10 SCALE AG 0,0 1 WashOiaton SQ Rd.N 10.9530 2003 Gensler 8 UP2003-00466•M E C2003.00499 10000000 DISSENSIONS 4 3 0l 36 a1 0' 111, 11111111 NIPPON 11 NOTICE: IFTHE PRINT ORTYPE ONANY rTI _�iII�11111I11I 1 11 LliIilii iIl_lLIi_1 611 l_iIlI1 I_81 III IZII I�II 111 111_I_Il_l 1IIZ1I It ISLS I lr 1r(i ill I�I8It!_�(!�I_I I�(_I LI_IT(I lI �I - I ' 1II'�II�I�lJill!�IlI o!lzll�lI�l�ll(I I DU yIMAGE IS NOT AS CLEAR AS THIS NOTICE, sI11I I III� _ l __ ITIS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT u1111I►f111('1iIlflfLilllf11111 fwt, �111II1'1II ��II��Illll��►111L UI111►11'1111 ulllll y I s �i L �1►11��INII ! lll.11lalll ti kid Y d A, Yp j FINISH NOTES DEMOLITION NOTES CEILING NOTES POWER & COMMUNICATION NOTES � GENERALNOTES PL_�P 1. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE, UNLESS 1 THE ARCHITL CT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE 1. LOCATIONS OF FIXTURES AND CEILING DEVICES SHALL BE AS SHOWN 1 PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH I. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUME=NTS WHICH INCLUDE ` OTHERWISE NOTED, ALL DIMENSIONS MARKED CLEAR SHALL BE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOBSITE. ON THESE PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS ARCHITECT A�IrCOORDINATE LOC�.;IONS WITH OWNER. T Washington Square MAINTAINED AND SHALT. ALLOW FOR THICKNESS OF ALL FINISHES IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING PECIFICATIONS, THE DRAWINGS, ALL ADDENDUMS AND MODIFICATIONS ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER INCLUDING FLOOR FINISHES. CONSTRUCTION, PRIOR TO COMMENCING NG CONSTRUCTION. REFER TO MECHANICAL AND ISSUED BY THE ARCHITECT, ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE 2. SEE MECHANICAL, ELECTRICAL ANC SECURITY/DATA DRAWINGS AND 9585 SW Washington Square Road 2. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. SYSTEMS (DUCTS SIZES, .21RCUITING ETC.). P ,0JECT MANUAL FOP, ADDITIONAL NOTES AND INFORMATION. 2. THE GENERAL CONTRACTOR (GC) SHALL REVIEW ALL DOCUMENTS AND VERIFY Tigard, OR 97223 JAMB, UNLESS OTHERWISE NOTED. ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS g 2. COMELY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 2. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, DUCTS, 3. INDICATED DIMENSIONS F TO THE CENTERLINE N THE OUTLET BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE 3. GRID LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND 90 NOT REGUI.ATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ELECTRICAL CONDUITS AND STRUCTURAL ELEMENTS AND OTHER APPLICABLE (SWITCH) OR CLUSTER OF OUTLETS (SWITCHES), UNLESS OTHERWISE IMMEDIATELY REPORTED TO HE ARCHITECT FOR CLARIFICATION PRIOR TO THE NECESSARILY IMPLY STRUCTURAL COLUMN CENTER LINES OR ENVIRONMENTAL PROTECTION. ITEMS. NOTIFY ARCHITECT OF' INAPcQUATE CLEARANCES FOR CEILING LAYOUT. DOTED, GANG COVER PLATES SHALL BE ONE PIECE TYPE, UNLESS PERFORMANCE OF ANY 'WORK IN QUESTION. EXISTING EDGES a OTHERWISE NOTED. THE GC SHALL ARRANGE FOR INSPECTIONS NECESSARY r0 OBTAIN A 3. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARDRAILS AS 3. ALL BOH REGISTERS AND LIGHTING FIXTURES SHALL OCCUR WITHIN GRID CERTIFICATE OF OCCUPANCY. 4. DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT � 4. VERIFY EQUIPMENT SPECIFIC TIONS, POWER AND INSTALLATION iN THE FIELD BY LAYING OUT TIIE PARTITIONS. CONTRACTOR SHALL LINES. INCANDESCENT FIXTURES, SPRINKLER HEADS, OR OTTER CEILING REQUIREMENTS WITH MANUFACTURE N TO ENSURE PROPER FIT AND FUNCTION. OCCUPANTS OF BUILDING AND WORKERS. ELEMENTS SHALL BE LOCATED ON THE CENTERLINE OF TILES, 3. IN CASE OF CONFLICT BETWEEN ARCHITECTS AND CONSULTANTS DRAWINGS IN NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO UNLESS OTHERWISE NOTED. 5. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL_, TELEPHONE LOCATING MATERIALS/EQUIPMENT, THE ARCHITECT SHALL BE NOTIFIED FOR PROCEEDING WITH THE WORK IN THAT AREA. 4. ERECT AND MAINTAIN DUSTPRCOF PARTITIONS AS REQUIRED TO PREVENT AND OTHER EQUIPMENT. CLARIFICATION, 5. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION SPREAD OF DUST, FUMES AND SMOKE, ETC. TO OTHEk PARTS OF THE 4. CONTPACTOR '10 PROVIDE ARCHITECT WITH SPRINKLER SHIP DRAWINGS 6. COORDINATE INSTALLATION OF TELEPHONE/DATA SYSTEMS AND SECURITY 4, ALL WORK SHALI BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, U.O.N. BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED FOR APPROVAL PRIOR TO SUBMITTAL TO BUILDING AND FIRE DEPARTMENT. SYSTEMS WITH TENANT VENDOR. POSSIBLE. WORK INVOLVING EXCESSIVE NOISE OR DUST, OR WHICH WOULD SURFACES TO MATCH ADJACENT SURFACES. 5. ALL LIGHTS MUST BE SUSPENDED INDEPENDENT OF CEILING GRID SYSTEM. OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY/TENANTS 7. COLOR OF ALL DEVICES AND COVER ELATES TO MATCH ADJACENT SURFACES SHALL BE DONE ON AN OVERTIME, NON-REGULAR BUSINESS HOUR BASIS TO BE 6. ENSURE THAT SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND 5. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AND BE SUBMITTED FOR REVIEW AND VERIFICATION BY ARCHITECT U.O.N. COORDINATED WITH LANDLORD, FREE OF IRREGULARITIES, UO NOT PROCEED WITH WORK UNTIL AFFECTED AREAS AT NO COST TO THE OWNER. 6. PROVIDE ACCESS PANELS AT MECHANICAL/ELECTRICAL EQUIPMENT. PROVIDE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT MINIMUM OF ONE ACCESS TILE. PER AREA WITHIN FULL HGT. PARTITIONS. 8. ELECTRICAL CONTRACTOR SHALL BE RESPONS19LE FOR VERIFICATION OF Two Harrison Street OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 6. EXCEPT WHERE OTHERWISE NOTED, MAINTAIN POSSESSION OF MATERIALS BEING COORDINATE LOCATIONS OF ACCESS PANELS IN DRYWALL CEILINGS ,v1TH Ar"CHITECT. EXISTING FIELD CONDITIG AND WORK SHOWN HEREIN AS 5. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY (E) UTILITIES, NOT Suite 400 COVERED IN THE CONSIRUC110N/DEMOLI1101J DOCUMENTS, WHICH MAY INTERFERE Sun h'ranctsco 'A 94105 DEMOLISHED. REMOVE FROM SITE DAILY & LEGALLY DISPOSE OF REFUSE, f�EBRIS, FEASIBLE AND COMPLIANT WITH ALL APPLICABLE CODES. / 7. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. I T P WITH COMPLETING THEIR SCOPE OF WORK. THE ARCHITECT & GENERALTelephone 415.433.3700 c 7. ALL CEILING HEIGHTS LOCA,�D ON • CANS ARE FROM TOP OF FINISH FLOU.Z ELECTRICAL CONTRACTOR SHALL COORDINATE FIELD CONDITIONS W"TH CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE UIILIfIES. WHEN REMOVAL Gensier Facsimile 415.836.4599 NECESSARY FOR APPLI'ATION OF NEW FINISHES. TO UNDERSIDE OF OF FINISH CEILING U.O.N. ARCHITECTURAL AND ELECTRICAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. C APPROVED H THE ARCHITECT, GENERAL CONTRACTOR SHALL INSPECT, TEST, 7. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMFNT 8. CONTRACTOR TO ENSURE DELIVERY AND INSTALLATION OF CASEWORK AND AND FIXTURES AS REQUIRED FOR NEW WORK. 8. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, AND 9. IF OUTLETS/SWITCHES CANNOT BE INSTALLED AS INDICATED ON THE PLANS, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE (OR PERIMETER OF FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTON WORK. RELATED APPURTENANT 11EMS NECESSARY TO MAINTAIN THE SPECIFIED DUE TO CONFLICT WITH THE BUILDING ELEMENTS, NOTIFY ARCHITECT PRIOR LEASE SPACE) AND CAP. ALL PENETRATIONS RESULTING FROM THE REMOVAL SHALL r�. ALL CODE REQUIRED LABELS SUCH AS "UL", FACTORY MUTUAL, OR ANY 8, REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK, AS CEILING HEIGHT ABOVE THE FINISH FLOOR. TO PROCEEDING WITH WORK. BE SEALED WITH NEW CONSTRU�TICN TO MATCH (E) ADJACENT BLDG. FINISHES. EQUIPMENT IDENTIFICATION, PERFORMANCE RA(TNG, NAME OR NOMENCLATURE REQUIRED FOR NEW WORK, U.O.N. UTILITY SERVICE SHALL BE DEFINED AS PLUMBING, HVAC, ELECT., PLATES SHALL REMAIN READABLE AND NOT PAINTED, 9. SEE ELECTRICAL DRAWINGS FOR FIXTURE NUMBER AND QUANTITIES. 10, G.C. TO CONTACT AND NOTIFY LOCAL POWER COMPANY OF CONSTRUCTION AND FIRE PROTECTION SYSTEMS. GC SHALL INDICATE r'ERMANENTI.Y ABANDONED 9. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING BACK AND ANY MODIFICATIONS TO EXISTING PCNER SERVICES. G.C. TO NOTIFY UTILITIES ON A RECORD SEPIA TO SERVE AS PART OF THE "AS-BUILT" SET. 10, GLASS SUBJECT TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING TO RISER AND DEVICES , UNLESS OTHERWISE NOTED. 10. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS LANDLORD OF SCHEDULING OF POWER S!_RVICE INSTALLATIONS/MODIFICATIONS. 6. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. MATERIAL TO MEET STATE AND FEDERAL REQUIREMENTS. AND AIR SUPPLY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODES) TO 10. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR. 11. LIGHT SWITCHES SHOWN ADJACENT TO _ACH OTHER SHALL_ BE GANGED AND " " � COVERED WITS+ SINGLE PLATE. 7. "TYPICAL" OR "TYP SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE � OR 11. U.O.N. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR AS REQUIRED FOK NEW FLOUR FINISHES, U.C.N. SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE EACH SUBSTRATE, REFER TO FINISH SCHEDULE FOR COLORS AND SHEENS. 11. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE i OF 20% OF `IE WEIGHT OF THE CEILING ASSEMBI Y AND ANY LOADS 12. PROVIDE LIGHT SWITCHING IN CONFIRMATION WITH TITLE 24 REQUIREMENTS. USUALLY KEYED AND I;OTED "EYP" ONLY ONCE, WHEN THEY FIRST OCCUR. 12. TRANSITION 'jF FLOOR MATERIALS TO BE LOCATED AT CEN TER OF 11, REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. TRIBUTARY TO TETE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 FOR ROOMS OR AREAS GREATER THAN 100 SQ FT PROVIDE DOUBLE " " DOORS IN CLOSED POSITION UNLESS OTHERWISE NOTED, LEAVE CONTRACT ARFAS AND SITE CLEAN, ORDERLY AND ACCEPTABLE POUNDS PER SQUARE FOCI TO DETERMINE THE LATF?AI_ FORCE. SWITCHES WITH EACH SWITCH CONTROLLING 50% OF LAMPS PER FIXTURE. 8. SIMILAR' OR SIM MEANS COMPARABLE CHAPACTERISTICS FOR THE CONDITIONS FOR NEW CONSTRUCTION. NOTED. VERIFY DIMFNSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. 13. PAINT BACK SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS 12. WHERE CEILING LOADS DC NOT EXCEED 5 POUNDS PER SQUARE FOOT 13. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS TO MATCH EXPOSED SURFACE. 12. IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE AND WHERE PARTITIONS ARE NOT CONNEC-ED TO TIIE CEILING SYSTEM, REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED, 9. WORK AREAS TO REMAIN SECURE AND LOCKhRLE DURING CONSTRUC PON. THE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT AND SIGNAGE, THE FOLLOWING BRACING MEI-HODS' MAY BE EMPLOYED: WHEN THERMOSTATS AND LIGHT SWITCHES OCCUR TOGETHER, INSTALL BOTH GENERAL CONTRACTOR SHALL COOPDINATE WITH LANDLORD TO ENSURE SECURITY. ALIGNED HORIZONTALLY WITH CENTER LINE Al +3'-2" ABOVE FINISHED FLOOR. U.O.N. THE REMAINING SPACE SHOULD wNSIST OF EXISTING 14, TRANSPARENT FINISHED WOOD DOORS, ARCHITECTURAL WOODWORK, AND A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM N0. 12 10. THE GC SHALL VERIFY THAT THE EXISTING FLOORS ARE LEVEL UNDERSIDE OF STRUCTURE (U O.N.). COORDINATE WITH MECHANICAL AND USAUGE SPLAYED IN FOUR DIRECTIONS 00 DEGREES APART CABINL CRY SHALL BE SHOP FINISHED. DEMISING WALLS, STRIPPED COLUMNS, CONCRF E FLOOR, AND EXPOSED 14. INSTALL OUTLETS ON OPPOSITE SIDE OF PARTITIONS IN SEPARATE STUD AND AND FREE FROM SCALING. GC TO REPORT ANY VARIATIONS IN FLOOR 15. ELECTRICAL DWCS IF ANY EXISTING EQUIPMENT IS 10 REMAIN. SPRINKLER MAINS CONNECTED T; THE MAIN RUNNER WITH IN 2 DEGREES OF THE CAVIl1LS. DO NOT INSTALL BACK-TO-BACK. LEVEL GREATER THAN 1/4' IN 10'-0" NON-CUMULATIVE TO ARCHITECT. PRIOR TO PURCHASE OR INSTALLATION ANY FINISH MATERIALS SUBMIT TO REMAIN. CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT CONCRETE/SUB-FLOOR TO RECEIVE WOOD FLOOR ) SAMPLES TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH SPECIFIED PROCEDURES. ALLOW TIME FOR SUBMITTAL, REVIEW & FOR RESUBMITTAL 13. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE EXCEEDING 45 DEGREES FROM THE PLANE OF OF THE CEILING. PROVIDE TO BE LEVEL TO 1/8" IN 10', NON-ACCUMULATVE.THESE LATERAL SUPPORT POINTS 12 FEET ON CFNTER IN EACH DIRECTION, IF REQUIRED. BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. 11. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR 16. U.O.N., ALL PAINTED WALLS TO BE EGGSHELL FINISH, ALL PAINTED CEILINGS OR INJURY, B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS REFERRED TO, AT A GIVEN LOCATION, SHALL BE PROVIDED AS THOUGH TO BE FLAT FINISH., AND ALL PAINTED DOOR FRAMES TO BE SEMI-GLOSS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE SHOWN ON ALL (U.O.N.). FINISH TO MATCH D,DJACENT WALLS. 14 CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS, STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS C. PROVIDE VERTICAL_ SUPPORT AS REQUIRED IN BUILUI.,,; CODES. IN ADDITION, '- 12. SUBSTITUTIONS, REVIS'ONS, OR CHANGES MUST BE SUBMITTED TO ARCHITECT UNTIL SAFETY IS RESTORED. VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES FIRE & LIFE SAFETY NOTES FOR REVIEW (IN CONFOR,!ANCE WITH SPECIFIED PROCEDURES) PRIOR TO SUCH .AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL PURCHASE, FABRICATION, OR INSTALLATION. REFER TO PROJECT MANUAL I Q 15. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING 'JPLITY FOR SPECIFIC PROCEDURES. Issue Daft al.eueDescription By Cheek SERVICES WITHIN AREAS OF DEMOLITION, DISCONNECT AND STUB OFF. D. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE 1. PROVIDE EXIT SIGN NTH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN Ot 07/18 03 SYC___ BAP- NOTIFY SHE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN 13. ALL WORK SHALL BE COORDINATED BY THE G.C. INCLUDING; SCHEDULING TIME ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THE WORK. STRUCTURE ABOVE. ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT E - Permit AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILIli�S, ETC. - EXCEPTION: INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO -- - ----- - - 16. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO 1) RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT AND EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 14, THE SCOPE OF WORK AND ADJACENT AREAS (INCLUDING "ACCESSIBLE PAIR" -- - -- ----- - ---- DEMOLITION, AND DETERMINE WHETHER AN f COMPRESSOR REFRIGERANT SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 POUNDS IN AND LOBBY WHERE IT APPLIES TO THIS WORK) SHALL. BE PROTECTED FROM ANY LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO E.P.A. WEIGHT MAY BE SUPPORTED ANu ATTACHED DIRECTLY TO THE CEILING 2. THE GC SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK, DAMAGE THAT OCCURS BECAUSE OF THIS WORD. ANY DAMAGE THAT OCCURS ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS - --� �-STANDARDS PRIOR TO DEMOLITION. SYSTEM RUNNERS BY A POSITIVE A, ,ACHMENT (SCREWS OR BOLTS). SHALL BE THE FINANCIAL RESPONSIBILITY OF 'HE GC. 2) AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE SATISFACTION 17. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, RECCIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY OF LOCAL FIRE MARSHAL. 15. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, V ! Y SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCS. ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS, 3. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER MFR.'S SITE INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S - 18. BURNING OF 14AlERIALS ON SITE IS NOT PERMITTED. 4. PROVIDE A 2A-IOBC FIRE EXTINGUISHER WITH RECESSED CABINET WITHII. INSTRUCTION.,c AND CONTRACT DOCUMENTS, THE GC SHALL NOTIFY THE - 75 FEET OF Al - POINTr. N THE SALES AREA AND ONE 1 FIRE ARCFIITECT BEFORE PROCEEDING. 19. PATCH, REPAIR AND CLEAN ALL ARE;,S OF DEMOLITION TO CREATE A SMOOTH SURFACE TO ACCEPT SPECIFIED FINISH MATERIAL EXTINGUISHER BRACKET MOUNTED IN APPLFCARE & STOCKROOM NEAR THE DOOR. EXTINGUISHERS WILL BE MOUNTED IN EASILY ACCESSIBLE LOCATIONS 16. ACCESS PANELS, CLEANOUTS, AND THE LIKE SHALL BE MAINTAINED FOR - - -- - -- --- - - AT 48" FROM THE TCP CF THE EXTINGUISHER TO THE FINISHED I BOOR. EXISTING BUILDING SYSTEMS. --- 5. EMERGENCY LIGHTING IS DESIGNED TO GIVE UNIFORM MIN. VALUE C, INE 17. THE GC SHALL HIVE A FULL-TIME REPRESENTATIVE ON SITE AT ALL TIMES FOOTCANDLE AT FLOOR LEVEL AT ALL LOCAT101'S OF TENANT SPACE. WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING ON SITE. ACCESSIBILT�Y NOTES _- - - ��- 6, EMERGENCY WARNING SYSTEMS SHALL WARN THL HEARING IMPAIRED. "VISUAL WARNING" STROBE LIGHTS TO HAVE A FREQUENCY OF NOT 18. THE GC SHALL COMPLY WITH ALL CODES, LAWS, ORDINANCES, AND MORE THAN 60 FLASHES PER MINUTE. REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. a SEE SHEET A00.40 FOR ACCESSIBILITY GUIDELINES. 7, EVERY EXIT DOOR SHALL BE OPERABLE FROM TI!E INSIDE 'WITHOUT THE 1�- THE GC SHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING BY PUBLIC AUTHORITiES GOVERNING THE WORK. - ------------------ NOTE: THE FOLLOWING ARE ADA GUIDELINES AND FOR GENERAL CONTRACTOR DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DORS SHALL HAVE 20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, _ INFORMATION ONLY. LISTED ITEMS DO NOT REPLACE OR AMEND FEDERAL, . DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN - - STATE OR LOCAL CODES. IN CASE OF CONFLICT IN THE REQUIREMENTS OF APPROVED LEVER HANDLES _- AUTHORITIES HAVING JURISDICTION, THE MOST RESTRICTIVE REQUIREMENTS 8. DOORS OPENING INTO R:.QUIRED 1-HR, FIRE RESISTIVE CORRIDORS SHALL BE ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR f SHALL GOVERN. PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. --�-' - - ! 1. ALL EXTERIOR DOORS SHALL HAVE A 24" CLEAR HORIZONTAL OPEN RATING 'ND SHALL BE SELF CLOSING. 21. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GC'S ACKNOWLEDGMENT 1 -- -- ---- -- --- - SURFACE/AREA AT THE STRIKE SIDE/PULLSIDE OF DOORS. ALL INTERIOR 9• 20-MINUTE DOOR JAMBS TO BE TIGHT FITTING, SMOKE AND DRAFT CONTROLLED. OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE. IT IS THE RESPONSIBILITY OF THE GC TO DOORS SHALL HAVE 18" CLEAR AT THE STRIKE SIDE/PULLSIDE OF DOORS. 10. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EMCEED C00RDINATE ORDERS, SUBMITTALS AND IMPLEMENTATION OF LONG LEAD ITEMS. PROVIDE 12" CLEAR HORIZONTAL CLEAR SURFACE ON THE PUSH AN END POINT FLAME SPREAD RATING: `' BSTTTUTIONS WILL NOT BE CONSIDERED RESULTING FROM THE GC'S FAILURE SIDE/STRIKE OF ALL DOORS. A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS 10 MAKE LONG LEAD ITEM ORDERS IN A TIMELY FASHION. I BeeUSlpneturs INSTALLED IN VERTICAL EXITS. 22. OWNER WILL PROVIDE WORK NOTED "BY OTHER OR "NIC" UNDER 2. ALL EMERGENCY EXITING ALARM AND SIGNAGE TO COMPLY WITH B. CLASS II FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN FEDERAL, STATE AND MUNICIPAL CODES FOR ACCESSIITILITY, INSTALLED IN HORIZONTAL EXITS. CONSTRUCTION PROGRESS SCHEDULE AND CO)RDINATE TO-- ASSURE C. CLASS f11, FLAME SPREAD 76200, SMOKE DENSITY 450, FOR MATERIALS i ORDERLY SEQUENCE CF INSTALLATION. 3. GENERAL CONTRACTOR SHALL ALLOW FOR APPLIED FINISH DIMENSIONS INSTALLED IN ANY OTHER LOCATION. `s: M Arthur Gens!er Jr IN ADDITION TO STANDARD CONSTRUCTION TOLERANCES IN ACHIEVING ALL 11. DECORATIONS CURIAL ',, DRAPES, SHADES, HANGINGS, ) 23' MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DE's`ICFS, AVD ALARMS Z ( ETC. SHALL BE NON- IN CONFORMANCE WITH CODES AND ORDINANCES. San Francisco, ACCESSIBILITY CLEARANCES PF DRAWINGS AND/OR ADA GUIDELINES. COIMBUS 1181 E OR BE FLAMEPROOFED IN AN APPROVED MANNER. tj, -;�b; 24. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEM ) 12. PRO\19E FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS. ATTACHED OR MOUNTED TO WALLS OR CEILINGS. � 0F 25. WHERE EXIc'ZING ACCESS PANELS CONFLICT WITH THE CONSTRU�,I ION, Project Name 13. STORAGE DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, RELOCATE PANELS TO ALIGN WITH .AND FIT WITHIN NEW CONSTRUCUJN. FLAMMABLE GAS AND HAllARDOUS CHEMICALS SHALL COMPLY W'TH UNIFORM c " APPLE COMPO(ER INC. FIRE CODE REGULATION. 26• UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4", I Project Number_14. .',NY WOOD USED MUST BE FIR; RETARDANT IREAlEf1 AND LOCATED WITHIN A UNLESS O1HER'MSF NOTED, P -- RATED ASSEMBLY OR MAST BE DIRECTLY ADHERED rO 5/8" TYPE "X" GYP. BD. (UBC 602.1) 27. TEMPORARY BARRICADES) SHALL NOT BE REMOVED AND TENANT 0..3785.000 SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, CAD Flls Neme _ 15. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AND EXISTING FIRE INSPECTOR, AND THE BUILDING INSPECTOR APPROVES FINAL I:\01.2100.000\CAD\Sheets\a00-l0.dwg AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REUUIRED TO PROVIDE AN APPROVED INSPECTIONS AND THE MAIL MANAGEMENT GIVES APPROVAL TO OPEN FIRE/LIFE SAFETY SYSTEM, SUBMIT PLANS 70 FIRE DEPARTMEI'r WITH COMPLETE FOR BUSINESS. Description DESCRIPTION OF SEQUENCE OF OPERATION, A;,'.► OBTAIN APPROVAL PRIOR GENERAL_ NOTES TO INSTALLATION. Seals 16. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 46° ABOVE THE LCJEL -- - -------------OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK, REVIEW LOCATIONS WITH ARCHITECT. 0 NOT TO SCALE 17. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM AOO, WHICH WILL GIVE AN AUDIBLE SIC14AL AT A CONSTANTLY ATTENDED LOCATION. 10 Washington Sp Rd.H 10,9530 I 8 U P2003-00466,MEC2003.00489 *2003 Gensler1 or 38 NOTICE IF THE PRINT OR TYPE ON ANY 11 r I r I I III IMAGE IS NOT AS CLEAR AS THIS K"IT10E, I -- ► !, III►III iI I III i III►I I T►! IL L I I�III IIT I(1 I I<I I'<IIiI iI I iIII I-I I'I-I I!IS1 II I I I !I I 41'11 IiI _ 'I I_I I i I I-i I �I I I 11 I IfI 1 I I,I I I I,I I I I I T ILII I I I-I,Ir1 I I L liI iI �l I I,I I I I�I }v� J ITIS DUE TO THE QUALITY OF THE N,,, �• " - ,,",,w,,w,,, h,• ORIGINAL DOCUMENT30 S I BIL L� 9Z Z 6S S-I TL OS eIT f3i Lt 4T 1T BT LT LIT i 8 L I !e 9 I f I S L I Tei"uw� ILII II•I ILII ILII ILII IIII•IIII ILII ILII ILI�IIII ILII III III. ILII IJI�IIII ILII ILII IIII�IIII ILII IIIIIIIII ILII ILII ILII IIII�IIIIIIiII ILII ILII !111 ILII ILII III111111 ILII ILII ILII ILII ILII ILII III� III III!ILII ulllLlllll�llll lllll llllll ll�IIiII11111N111 , +' ; Xu 'Fw `7'f.WFF. >F'1 1I �It AVIV I I 5- i l tlT iy .' 1 4w S l 1 r b t..7r i-•.:{ hCMIUtWd..,4Mk:.'i._ :. ...,....r. 'urLu V ._ ,wr.1wVJMl,.x ,._4... ... - h DOOR, FRAME AND HARDWARE GROUP SCHEDULE DOOR TYPES KEY NOTES APPLE ASSEMBLY DOOR FRAME ASSEMBLY RATING HARDWARE REMARKS VIEWERS WHERE SCHEDULED NUMBER LOCATION TYPE DIMENSIONS _I MATERIAL FINISH MATERIAL FINISH DETAILS FIRE TEMP SMOKE GROUP _ E I Q 10" EQ Washington S EQ Q RATING RISE LABEL I � � - - - WIDTH HEIGHT THICKNESS ! HEAD JAMB Sll_l_ ; _ - 1 -ENTRY DOORS (PAIR) A 6'-0" V.LF. 1/2" GLASSIRON 001 901 _ 9595 SW Washington Square Road 2 -- EXIT CORRIDOR -_ C _ - 3'--6"- 8'-5 1/2" 1-31e HM Pi _ HM P1 8 All 2.04 4 Al2.04'6LA12.04 1-HR -� _S _ B --- - - _ .---- __-_-----__-- \`o ,© - Tigard, OR 97223 3 BREAK RECEIVING _ -- D----4'-0. 7'-0" 1-3/4" HM _ _ Pi - HM Pt 1 Al2.04 �Al2.04 -� 1-HR --- _.._S- D - VISION LITE - J C 4 APPLECARE B 3'-0" 7'-0" 1-31 4' HM P1 HM ►P1 1 Al2.04 2 Al2.04 _ - -- --- _- _- - __..__ __�. E VIEWERS d_ 3'_0'- 7'-0 HM- �_3� -HM - P1 HM Pt 12.04 21Al2.04 E --- HEWERS 5 MANAGER 6_ STOCKROOM _p 4-V _7'--O" 1 3 4" HM P1 HM _ P1 1 Al2.04 2/Al2.04 -� -- - - p J� i •f 7_ UNISEX TOILET B 3'-0" 7' 1-3 4" HIM Pl _ H� Pt t Al2.04 2 Ai2.0410 Al2.0 1-HR - S C - - -- - --- - - --- ---- -- - '� X -- -- 8 JANITOR B 20-68 7-0 1- 4s HIM _ _P1 HM Pt _ Al2.04 2�12.0410�12.0 1-HR - S G ENTRY - GLASS • METAL DOOR C SALES/HA,.LWAY 0 STOCKROOM 9 HALLWAY XIT4 B " L " _- _ _ - -_^ - O -_ _ / _ _� !� -0 7-0 1-3 4 HM - P1 HM _ Pt 1 AlAl2.04 2 Al2.04 9 Al2,04 1-HR S _ _ IF ` , DETEX EA-1500 FLUSH-MOUNT DOOR ALARM do VIEWERS DOUBLE DOORS DOOR S; '•N Two Harrison Street HARDWARE GROUPS HARDWARE GROUPS Suite 400 San N'ranctsco, CA 94105 Gensler Te ephone 415.433.3700 - _---- Facsimile 415.836.4599 4ROtJP DESCRIPTION IQUANTITI' �HARD LIFE FINISH MANUFACTURERNOTES - �c;0 __ - - - LIFE WARE_ _-_ _j ELEC. SAFETY - - UP DESCRIPTION _- - -LQU.MTlrYHARDWARE _. -_____ ELEC. 1 SAFE"fY�-FINISH Lmmu- OqqateqFACTURER NOTES Where guantit is deas required see ss�ecificotion sectioT 08710 for rr�uirements for those items -Where quantity-is desi nated ,9 �ulred see !p cification_section 08710 for rr irementsfor those Items -- - -�- 1 bottom patch - --V -- -__ - - -_ _ - - - Apple care--- -� I beorina hinges - 626- I iKy�Y_T7 4.5x4.5 --- _A_ -_ _ S.S. _-DOW PI 1�_ ___-- --- __4_ ____ - _________ top patch __ _ - S.S. DORMA PT-20_ Mgrs office electric hinge _ _ - 626___ 4 KINNEY CC4TA714.4.5x4.5 overpanel hatch S.S. DORI�A_I_'I._��_.__.-_ - -- -_- -- - - ____. - ._ ec r-_icr�lc-csed�igv4rs_handier -- $ Q- SCHL9Q80EU_03Q ---- a ---- _ -_ _--- - ^ lockset ti - 626 .ADAMS.RITE M_ S_1561 „ _._ w/ lhumbtum on Int. side cyyrhder if(nt.ron-con _. urface sioeer- - ._.. -- - _ 6Z6-- -DORMA $91� _---_ _ _-- ----- -- - s mid 2 set ulls: back to boc;c _ -� -- - -- --- p - lil e le 4.4814.Q2=, !Install rt exterior stores only 4 - __ floor mtd door stc��____- _`- 4 dust proof strike 630 �J'�Q4_ �141� _ _ --^ monitor contact --- 1 threshold - exteriors I3640172-7-__ _ .S tgrp�ors. pipe 304. highQtirl __ _ ___- __ keypad --- - - 630 SDC 917 2 floor - mtd door stops -_, T Q. _ _ _ - mortise cAinder _ v_- 626 BEST 1E74 x4_-___- _ - - --- -- -- ---- 1_ - armor_p a e - -_ 630----B�3Ox46 8 Sales allwa -- - - -._ _ -- -__-._- - - O --�H -y s ring-hinges _ _ _ _ __ _._ 626 McKINNEY _1502 4.5x4.5x26D - -�- -- -- - --- Rower supp� _ ca SDC_602RF os_ ease set �C levers handles - 630 SCHL9010 038 _ _ _ -_� iew-n- _.___.._____-. --_ _ - IVES Q7=26Q-- .. concealed head closer 630 DORMA RTS88-27--_ _.__. _ _ oat how_---. _ _._ RESTORATION HARDWARE #24140999 - - oor.m�doar shop`-_-- - 630 FSB. 3881 _ 626 M.�(I-iNNEY TA7f 4 4,5x4.5 F__ Hallwa xit __ - bearinghinnga _- ---- __ anic__ ar Q t�lever __ -_ 626 DETEX F1008-BP1 x 08TA advantex -- --- -- rtiae. _. -_62� EST-1E74 x C4 4 door alarm To[let_ro - -hearin( hinges _ _ 62.6 McKINNEY TA714 4.5x4.5-- - -_ - - 9 _ _. . - _ surface mtd._closer _ __-P8__ OORMA,8901PA __ _ rivacy lockset levers handles -_ -- 63 SCHL9040 Q�3B__, -- wi h Indicator �.,_ _ _ ke gaskets_ - ___-___ ______ __ wh PEMCO S88W-21 -_ -- -- _ surface mtd_closer- _ 626 DORMA_8916 -- - -�-- _.- _ 8 _._._ -mtd door st 3 - .fl44r_mtd._ r _.____--. _„ oR-- _ ____ _ __ 630 FSB 3861 _-_ -_ __ __ monitor contact - coat hook door star -- 630 _FSB 3646_ -_ -- - - -�-- -• --_ - -.___ -._ - _-_ -- -__-. _-- _ rim cylinder - __- _ 2� BEST 1E72 -ffmor plate 630 TRIMCO30x46____ .Ler_supply--__ SDC 602RF _ . _---_ _ -_ _ _ _ _ - -- viewers 630 IVES U70OB26D _,_ ,becrin hinges 6 McKINNEY TA71 4.5x4.5 - - - - - - -- a ----" -- __ -- -" 9 9e --.__ _ 1 14___ -,5 -- threshold -- __-- _ FMKO 172A _ __- �- in -__....___ McKINNEY CC4TA714 4.5x4.5 __ - bell push s __ - ¢ 0_�_ FSB 3863 electrified lockset do levers handles - 630 _SCHL9080EU 03B---- fall s cur - - _-- s al��dirn,_tor light-__ Detex EA-2500 MS20495 x PP5152-3 surface mid clo er _ 6?6 _DORMA_8916 -`_ ____� _ _ ______ _____ _ __ Flush Mount wltransformer. See electrical drawings __ floor_mtd door stogy - -- 630 FS8_3881 _-`-- -y- -_ __-- onrtor cont�3._.--_ --- -_ - bearing Mage__ -- ke ad __-- 630 SDC 917 - -_ _- -- _ -__ -._ __._ -__ storeroom lockset.& Lever-handy 62& CHL 9080 Eu 036 mortise cnder __ 6�0._ _BEST 1E74 x C4 __. _ ______- -jmortise cylinder-____._._. _ _ �^ -- 63 Best_tE74__. --_ __ a wer sus 01 .-- -`__ s - - _ 630__ DJ 30x34___ __-.`_ --_--____.___ _- ----__ _ -- -- __1___-_ closer -- --__.- __ 626_.-,Qorma 8916 Lasa Dat.a L.u.Description ay cn.ac __ .,SDC 602RF _ _.. ___- _. _ Ioor mountetstoR-_ -.- - -- FSB 388.1 - - 01 07 18 06 _ SYC _BAP R-rmit t --• -_..___-______-__._ NOTE: PROVIDE ALL CLOSERS ON ROOM SIDE OF DOOR ---- ------ ------ ------ -- - NO SUBSTITUTIONS UNLESS NOTED WITH ACCEPTABLE MANUFACTURERS PER SPEC'S PERIMETER DOOR CONTACTS & WIRING TO BE HOUSED IN FRAME, NOT SURFACE MOUNTED FINISH KEY KEY MATERIAL MFR. TYPE COLOR SIZE 1 FINISH REMARKS �------ ---. ---__-.-__ �- 1 B1 MDF BASE G.C. BASE ZURICH MITE 1/2" X VARIES I PAINT B2 RUBBER COVE BASE BURKE MERCER RUBBER WALL BASE 603 ASH 4" HIGH USE MOULDED CORNERS z -CPi CEILING PANEL NEW MAT STRETCHED PVC PANEL WHITE 2'-6" X 4'-4 1/2" ULTRA PERFORATED REFER TO SHEET NOTE 7/AO4.01A ACT ACOUSTICAL CEILING TILE ARMSTRONG ULTiMA 11912 I SILHOUETTE XL 2'-0" x 2'-0" 9/16 WITH 1/8' REVEAL dt SHADOWLINE WALL ANGLE, OPTIONAL CEILING TYPE: DUNE #1775 - -- �--- ---___--- P1 PAINT SHERWIN WILLIAMS PAINT ZURICH WHITE - SEE REMARKS REFER TO GENERAL FINISH NOTE 16/A00.10 L P3 PAINT SHERWIN WILLIAMS EPDXY PAINT SW1900 SEMI-GLOSS _ Fill -__ AA . RePON _ _ 39BAOSO - SHEET NOTESsells k -------_-T - - --- - ---- ---�� _ __ I Semi/Signature - __ ------ t YALSPAR ---- ----- -- -- -- ------ - ___^-,- - -_- - -_----- - P6 PAINT VALSPAR FLUROPON 789-("006 ALL ACCESSORIES, TRIM PIECES, EXPOSED SPRINKLER ANU LIGHTING COMPONENTS IN SALES AREA CEIIJNG TROUGHS. FACTORY APPLIED. PA'Nf ie mi AeK LCN POWDER COAT 689 SILVER -- - -_- -- -- - -- -----------_ ___- _ PAINT -- -- --- _ --- -`- DOOR ("LOSERS (TYP.) M A>u,,,r c, San F1 'P94 PAINT VALSPAR I AZORES LKM-0131 Ali ACCESSORIES, TRIM PIECES, EXPOSED SPRINKLER AND LIGHTING COMPONENTS IN SALES AREA CEILING TROUGHS. AIR DRY FLUOROPOLYMER - TOUCH UP ONLY ' Tt FLOOR TiLE DALTLE UNGLAZED CERAMIC TILE DARK AAY - D026 _ _ 2" X 2"_ IMPREGNATING SEALER SFr ?E_CIFICATIONS_FOR SEALER REQUIREMENTS - GROUT:_LATRICRETE 1500 SERIES #89 SMOKE GRAY T2 BASE TiLE -_ DALTiLE CERAMIC COVE ARCTIC WHITE S-3619T, A-3601, SCR-L-3601 -- 8' X 8" _ GLAZED,#0790 MATT FINISH GROUT: CUSTOM BUILDING PRODUCTS #11 SNOW WHiTE. PROVIDE BULLNOSE BASE WHERE NO TILE ABOVE. SEE 4/A11.02 - W- -�-� _ OF 00 -3 ' WALL TiLE IF REQ'D DALTILE �__-__---- --__-. -- -.__-- _._...---------__- ON EN-TIRE- WALLS _.-. ( ) CERAMIC TiLE ARCTIC WHITE-0790 8" X 8" GLAZED GROUT: CUSTOM BUILDING PRODUCTS /11 SNOW WHITE. TILE TO BE INSTALLED ON ENTIRE WALLS ONLY IF REQUIRED BY CODE. ProJac'Name_- VCT VINYL COMPOSITE TILE ARMSTRONG VINYL COMPOSITION TiLE GRANITE GRAY 52125 12' x 12" VCT2 VINYL COMPOSITE TILE ARMSTRONG VINYL COMPOSITION TILE FEATURE TiLE: EXCELON YELLOW II - 56823 12' x 12" OPTIONAL COLOR: LEMON YELLOW - 51812 APPLE COMPUTER INC. STI STONE FLOORING - OWNER SUPPLIED SANDSTONE PIETRA SERENA 30" X 30" GROUT COLOR: PER SPEC/FOR OWNER APPROVAL, GROUT WIDTH: 1/8" P,oJactNumber _ -. _ _'L'*'----- - FRP1 FRP WALL PANEL- MARLITE SLATE S-100 WHITE 8' HIGH SMOOTH JANITOR'S CLOSET - ALL 4 WALLS 01.3785.000 PL1 PLASTIC LAMINA iE I PIONITE SW806 CARNATION WHiTE SUEDE BOH MILLWORK CAD Flls Name I:\01.2700.000\CAD\Sheets\a00-30.dwg Dee.Nptlon_ I ROOM FINISH SCHEDULE SCHEDULES - - - ROOM FLOOR MATERIAL FLOOR BASE WALL FINISH CEILING FINISH REMARKS I - - __-_------------- --- --___-- ____ - _.__--------._.--- SALES AREA STT ] ^B1- _._ P1 - CP1 -[_PEF P6 GYP BD_ SOFFIT - P1; CEILING TROUGH/TRIM/ACCESSORIES - P6 APPLECARE/MGR. OFFICE VCT - 82- P1 - P1- ACT IF REQ'D SEE DETAIL 3/Al2.04 FOR BASE - 0 NOT TO SCALE TOILET RM.-------------- Ti ____--- T2 - __-.-_-P3 --T3 Pj -- ---- FULL HEIGHT CERAMIC WALL TILE ONLY WHERE REQ'D STOCK RM. FVCT VCT2 B2 Pt P1 - SEE DETAIL 3/Al2.04 FOR BASE AG0,30 HALLWAY rVCT B2 P1 ACT ---- _ _ --- __..------._--..-__- SEE DETAIL 3 Al2.04 FOR SASE _ _ L -.------ 0 / WasmngUm Sa Rd H 10 9530 BU P2003.00466,MEC2003.00489 JANITORS CLOSET VCT 82 FRP1 P1 SEE DETAIL 3/Al2.04 FOR BASE r2oo3Genarar 5 o 36 MIND h51.�iilwaCGCYYAWStGY:4.tYw":..u;L.:....,...........:...^.r...,.«.........w......,...n... ... ._ .--. .. - w,...-=.w+n, ,,..:tis..a >'-w,.ro' •.4w x-,..+,+'+�'Mr*rwwiww"+n.�nasr.. .,.rt..a- .311A1YLW 1 . x d,i.w4rk - M� � �ypy, ^ ,.'•a ...n...«Aaa,iY.... '^ ,..- ..« "'' .�. •.. , i1Rm'T... kiY1W4HW't'�.,t4�! O'MMa�c.. RWMR0.lP"�'�V.4na1p.1MKP.'G4 -. ,.A' ..R�1 i�: -. /,apP - ..hi1.93o1G.�fYi�i11V18+.'NM6iF1V47�Q11f91^M,',ePMi6Hba.. -,•. .. z ••:'s.-. .o,•...;. . NOTICE: IF THE PRINT ORT%/PEONANY I111 ill ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 111 11;11 I IlIS DUE T E _ TO E.QJALI i Y OF THE - - - No.30 0-t -� ORI(�INALDOCUMENT D �8 >G8L 4;ll LT tlT�1[111111 ��R II L 9 I 4 tllll11llll',1111111 Ilillllfl Illlh►Ii Illll �lillifl IiIIiNlllilli�lllllllillllll illl�lll1lli I-1111191t,11111111111111[1IIi11!":i,illlllll llllllllllll 1111111 t [1lfllllll�llllIII lllhlllllill 11111iullllll�lll y{ X fl T Nr' t 3f Mail& W11_a:' u• it- \ NOTE: Y = 48" min. if door has cluser x x push side pull side 2 mi push side _- -� APPLE r I ---- -,'_ARM BELL 1 ---- DOOR OPEN .�. Washington Square 80' MIN. - �----------•— STAR AT MAIN EXIT FLOOR ----' ,r ALTERNATE PANEL. -- ! 9585 S W Washington Square Road 5/8 " MIN. NUMERI('Al. SIZE LOCATIONS ._ �_ �---I -' (--- � q I _ 3 ' 4 �_ 3 4 " MIN. CONTROL MEASURE �� I�IN c / LocAnoN PANEL LATCH SIU P Front A roach - Front Approach — Tigard, OR 9"223 1 2 E AP CH pp z o o �1► ►H DOOR CLOSE ---=-- �.r •r _ I 4e �� I u _l 11 SWINGING DOOR Swinging Door Swinging Door j "Q. Z Z 21 N��lE - l� min CL if jp�.x h.]3 beth ;i _-_ � 1 Q'!,_ EMERGENCY STOP •_ 4 1 �ose� �n,, lata 4'-0" MIN �!� !I• cr'� �' a ;r, "' . O t MAXIMUM HEIGHT FROM FLOOR .,� � • i TO LUWES"f � 'TON pull side 36" MIN. 36" MIN. ---' MAXIMUM HEIGHT FROM FLOUR y - k TO HIGHEST BUTTON CENTER OPENING DOOR PASSENGER CAR SIDE OPENING DOOR PASSENGER CAR x ELEVATOR CONTROL PANEL DIMENSIONS SHOWN DESCRIBE MINIMIUM DIMENSIONS SHOWN DESCRIBE MINIMIUM —7 } i REQIUREMENTS ONLY, REFER TO CONSTRUCTION REQIUREMENTS ONLY, REFER TO CONSTRUCTION �'-0" MIN. DOCUMENTS FOR SIZE: & LOCATION OF ELEVATOR. DOCUMENTS FOR SIZE & LOCATION OF ELEVATOR. _ -- ELEVATc)R LOBBY C_____—_�_ -----�`---�� ;-�- i Hinge SIde Approach— NOTE: x -36" minimum if y = 60"; � Two Harrison Street Swinging Door " =42 minimum i} y = 54" I Suite 400 Sun Francisco, CA 94105 Gensler Telephone 415.433.3700 Facsimile 415.R3ti.4599 DOOR CLEARANCE REQS IIREMENTS DOOR CLEARANCE 8 REQUIREMENTS ,4 SCALE: NONE SCALE: NONE NOTE: 1 1/2 IF A RAMP HAS A RISE >6" OR - A HORIZ. PROJECTION >72" 11/4'- 1 1/2' , THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. CLEAR _ iVARIES ��.� GREATER THAN 12'-0" NOTES: LETTERS AND NUMBERS ON SIGNS SHALL DOOR SIGN (� TUIi.rT ROOMS J 4'-0" _____ BE RAISED, CONTRASTING IN COLOR, AND HAVE 1'-0" M �' . 'MIN ' 1SIGNAGE 4"MAX• k _ - -.__--- ) A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND o� - - 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO MIN." - I M a _ r7 BETWEEN 1:5 AND 1:10, AND RAISED 1/32" MIN. ` i' HANDRAIL I N w N* �f 1 N � AND BE ACCOMPANIED BY BRAILLE RAISED LETTERING. a I- MAX, RISE MAX. HORIZ. PROJECT '`—'-' �` --- I WHERE PERMANENT SIGNAGE IS PROVIDED FOR I OPE INCHES FEET _ ROOMS AND SPACES, SIGNAGE AS DESCRIBED --�` CURB MOUNTED HANDRAIL 1: 12 30 30 WALKING PARALLEL TO A WALL. WALKING PERPENDICULAR TO A WALL FREE-STANDING OVERHANGING OBJECTS -= ABOVE SHALL BE PROVIDED ON THE STRIKE \ WOMENS RESTROOM 1:16 30 40 3" MAX. SIDE OF THE DOOR. ` UNISEX 1:20 30 50 i RAMP PROTECT FROM �l COMPONENTS OF A RAMP �1p MIN. 6"x 6"x 1 4" FIELD HORIZ. PROJECTION I = LEVEL ,�------------,f CROSS TRAFFIC / _ _ � / LANDING LEVEL i - N --. - _ oa`Z \a\ WITH SYMBOLS. LAND1IJC �' A �"? _ �,� _ UNISEX 5/8' HIGH MIN. TYPE ' �- - �'LLFT I `� „ I RAISED 1/32" HELVETICA - � �� fi n a 60 A. .F. L Co I MEDIUM UPPERCASE frRIANGLE 1/4 THICK _ 1'-0"MAX. ADD'L PROTECTION LETTERS. DIA.SUPERIMPOSED ON 12' CANE. PROTECTION _ NOT REQUIRED BETWEEN UNI8EX REST a 1'- " 4-0" AREA WING WALLS �� ,. " 1. SEI_ SPECIFICATIONS t - - . _ MIN.' MIN. 2 x 6 x 1 4 FIELD " -- ----- -- - _-- �► o: FOR SIGNAGE 1 QVERNEA�HAZARDS OD1,E�S MQS(� ON POSTS OR PYLONS PROTECTION AROUND WA L MOUNTED OBJECTS -- WITH TEXT AND GRADE 2 MANUFACTURER & MENS RESTROOM BRAILLEE OF ABOVE TEXT. ; MOUNTING + 2. PROVIDE SIGNAGE AT ALL DOORS WALL MOUNTED HANDRAIL NOTE_ SEE PERMANENT SIGNAGE PACKAGE NOTED ABOVE y. QIssue Onto 3 Issue Description By Check RAMPS 15 PROTRUDING OBJECTS ACCESSIBLE SIGNAGE- CODE MIN. °' 0'/'8/(13_- sYc BAP 3 Permit SCALE: NONE SCALE: NONE SCALE: NONE • z — " MIN. OF TOILET OF TOILET CL OF TOILET CL OF TOILET GRAD BAR, 42" MIN. GRAB BAR, 42" MIN, GRAB BAR, 42" MIN. GRAB BAR, - 18 18" 18" 18" 18 42" MIN. Cn, �' � •�^--fr �z b0� ` GRAB BAR, 36" r�fN. � � GRAB BAR, 36" M!"+. � � GRAB BAR, 36" MIN. '�- 36" 48" 36" 42"<48" 42" MIN. MIN. MIN. MIN, MIN MIN. 5.-0.. 4 Z 90° R TURN AROUND CLEAR WIDTH FOR WHEEI-CHAIR TURN NG _ - SPACE TURNS AN OBSTRUCTION T-SHAPE 18d' TURNS TWO WHEELCHAIRS � 28"1 I `' 4' --�.- _ -' I 32" w _,�____ _ 32^ WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE N, ( MIN. / rn N MIN N MIN. Z 4'�-0" �, �MIN � � V52 MM CLRIN� `o z �I CLR r _ CLR, -- ---- LANDING DEPTH EQUAL OR y X l GREATER THAN WIDTH OF STAIR I �' NUTS: 30"X48" CLEAR I "; FLOOR SPACE CLEAR FLOOR SPACE WHEN XG20� ; Y�48" MAX. - - 4'-0 A WHEN X=20"-25" Y=44 MAX, TOILET STALL - ADDI-fIONAI_ STALL CONTRASTING STRIPING: Z: TOILET STALL - FRONT ENTRY TOILET STALL - SIDE ENTRY 0 MULTIPLE ACCOMMODATION , ' Dh „A �' SINGLE OCCUPANT TOILET MULTIPLE ACCOMODATION TOILET ROOM MULTIPLE ACCOMODATION TOILET ROOM TOILER ROOM W 6 OR MORE STALLS --t4 INTERIOR: TOP & LAST TREAD MAX. FORWARD REACH OVER AN OBSTRUCTION / X FOR EACH RUN. EXTERIOR: EVERY TREAD C) MAX. _ d Q NOTES: 10 F 1. X = 44" MIN. WIDTH > 50 PERSON OCCUPANCY. SEE PLANS FOR ACTUAL DIMENSIONS. MA • NOTE: DIMENSIONS SHOWN DESCRIBE MINIMUM REQUIREMENTS ONLY, REFER TO 2. Y = WIDTH OF ONE TREAD PLUS 12" CLEAR FLOOR SPACE PARALLEL APPROACHLIMITS HIGH LOW SIDE REACH SIDE REACH OVER AN OBSTRUCTION CONSTRUCTION DOCUMENTS FOR SIZE & LOCATIONS OF SPECIFIC FIXTURES & ACCESSORIES. FINISH FLOOR MAXIMUM SLOPE FINISH FLOOR FINISH FLOOR CARPET 4L�;;?j ] % \ 5� f Seal}Signature tr 2 �'r —�— i'-0" 1'-0" MIN. I I aV«4e" t� MIN. `� DOOR �' M. Arthur Gensler J X -* ---- — - --- - -DOOR FRAME BEYOND San Francisco ACCESSIBLE LAVATORY ACCESSIBLE URINAL tp EXTENSION AT ELEVATION Of EXTENSION AT ---- —"SADDLE" TYPE THRESHOLD - BOTTOM OF RUN CENTER HANDRAIL TOP OF RUN N CARPET - 1/4 " COMP. MAX. I I 4e OF I'I��' DESCRIPTION URINAL LAVATORY TOILET TOILET TISSUE GRAB BAR CLOTHES MIRROR -- -_ - HOLDER HOOK - _ NOTES: Project Nems —.__ _ SMOOTH, HARD, ' 1. Y = WIDTH OF ONE TREAD PLUS 12" _�_-- NON-AB5DRBENr ti• MIN �- F NOR: 3-6 MIN. � MOUNTING HEIGHT raTERlnt -- l THRESHOLD PARAMETERS FROM FINISHED 1 '`- ; �, 1 " MAX. 12"._- 2-OOH APPLE COMf'U�FR INC. STAIR HANDRAILS FLOOR TO HIGHEST _, 3 4 i M X. " CHANGES OF ELEVATION ALONG ACCESSIBLE ROUTE, OPERABLE CONTROi. SpA z„ "' ;� �, I ProJact Number NOTE. e•.-_ ' e• N En 01.378 .000 MIN CAD File Name 6 WHEN X <= 48" ; ,��—� MAX y -„-- L FLARED SIDES SLOPE = 1:12 MAX. - -�__ --� -�`-- — --�- -. --- --- I:\01.2100000\CAD\Sheets\o00-40,dwg 1 1 2 " ��1 112 " Nr1 1/2 " 48" WALK 48" X PAPER TOWEL SANITARY _ COMBINi,PION Description STREET ,f' _- SOAP GRAB BAR ® --� -�- --_-- - 11» " �AX. 11" MAX. 11» MAX. I�IN. I ISN."I - ---- -_ Y CURB SWITCHES TELEPHONE DISPENSER NAPKIN TP/SEAT CVR. DISPENSER TOILETS GRAS BAR TYPICAL INFORMATION I MIN. MIN. _ WALK ,� W/ WASTE VENDOR NAPKIN-DSPSR.-- - -- - — ;' STREET ___.._----_ -- __ _ - -- __ �—..-- 6� r0� 1:12 MAX. I` B - 12" MAX. 1 1/2 " I RADIUS _ " RADIUS RADIUS — a � 36" MIN. Scale l WALK x L.. 1:10 1:12 MAX. SLOPE- I 1.10 ADJOINING SLOPE r� SLOPE = Y: X A - �_.___ -- STREET N01 TO EXCEED 1:20 WHERE X IS LEVEL PLANE ❑ r = FLUSH RISER FLUSH RISER FLUSH RISER 1:12 MAX. SLOPE '.r ac .1 �i �a 18 1 < l •t �O a 0 NOT TO SCALE CURB RAMP WITH FLARED SIDES (PLAN) BUILT-UP CURB RAMP (PLAN) CURB RAMP (SECTION) j _ ''�I T''► � C14 L I 1/4 0-1 1/2 • ---,�- -_—-k ��11 ACCEPTABLE NOSINGS CURB RAMPS AOO■40 STAIRS 13 ACCESSIBLE ROUTE TOILET FIXTURES AND ACCESSORIES- CODE MIN" �jx0030ensle; AUP2003-00465,MEC2003-00489 SCALE: NONE SCALE: NONE WashlB-00 6,Ed8.H 103,004 SCALE: NONE _... _ ,. ,•..,�_..W.... ..,«,' �s'Ozr ':'., 'ea;ru ;-e.«-ac...:....,a,,.. .",...:;-a. ++"......,„.. .,., _�. .•,. �x:, ..... �4.», «... ®..,.��..:�,......: .....,; .:,,.:.,,_.... •,."., .�".x, �.�,,,.>�.,�.;>T. w�emenara�. ,, 'tea:,:, NOTICE: IF THE PRINT OR TYPE ON ANY YTrIII lilll(I II' 11111(1 I I I(t (I IIffI (((Illfflil fll'I(1 (1((111 lil I VIIII III lil III'Ilil III III I VIII III lil I VIII III 111'111 lil III III I I III III 1111111 III IIIIIIIII'I IMAGE IS N07 AS CLEAR AS THIS NOTICE, L-1- 4�- _I__ .l_. L I-IL- I_L_ I_ a�OG�jl 17 IS DUE TO THE(QUALITY OF THE _ __ _ _ W 3e •�••, ,,,,",,, ORIGINAL DOCUMENT r.. _ �f 8t, flZ 7,111111 11,1111-1 Z �6.. OZ [ BI 1 LT 9i ! 4�l 6i fii 7i ii oi 8 B LT91i IIIII IIII Illll'lll�llli llll1llll Illl�lllllllll�llll IIII�IIIII IIIIIIIIIIIIII IIII IIII IIIII11111111111111111141111 IIII�IIIIIIIiI�IIIlUl1l�Illllll�ll�llll�lllllUllliWllii1111!llilll i1�llllllllllllllll�ll� IIIIINIII r� I s??��l;; a� KEY NOTES E DD (cc ) APPLE MAIC T ) zI �QhRI�O T J Washington Square EXIT JANITOR UNI JEX TOILE T — APPLECARE — zl CORRIDOR I 9585 SW Washington Square Road r•a . = �` -- __•_ �. 'Tigard, OR 97223 I�1=1-� -111110 I ! �� walalwwtttit�wt>•wa1� wwwwwttiwat�ww�fi I wt� wwwal.�a�waiwwwww . .�........, - qpI I IlTV I }i�t'�L�, a 1 --- — — —�� Two Harrison Street I- e `� I Suite 400 � Sun Francisco, CA 94105 I Telephone 415.433.3700 I Gensler :"-�csimil4 415.836.4599 3 FOOD COURT I I ! I Ask Lj sao M1 Sk- �►Mti�l�1� �w�e�e�r«ilt� - - I i I I I I I I 35 x; ,.,,paRltrp� •r••• i STOCKROOM I MANAGER- I I x.. YY t(' I North I I QIssue Data 6 Issue Description By Cheek SITE ACCESS PLAN EGRESS PLAN 3 01 Permit/ -___ -sYc - ®AP i SCALE: N.T.S. � � SCALE: 1/4" = 1'-0" BP-01 _ _ CHs AA ( Z ) Y wl ----- z � JIU I I i I I A I SHEET LEGEND EXIT SIGN WIN Me Jw w w w w w w y — PATH OF TRAVEL TO EXITS - --- - -- ♦ ACCESSIBLE ROUTE - -- - - ---- ------- -- . IWan Wonwwwwwwwwwww` ansean ww �wwwww:0wwwltw.wti.•wwwwwww,.�wwwwwwwwa<wwa� wwwwwwwwwwwwwwwwwwwwwwww� —x I I -- �. ...www wwwlwwgr/wa11 A E AR COMMON SHEET NOTES LSeal/Signature SPACE M. Arthur Gensler San Franc,— oil ran:—oil I LProJect Nsmo I I I I APPLE COMPUTER !NC. I LProJect Number � _ 01.3785.000 CAD File Name I:\01.2'00.000\C AD\Sheets\a00-60.dwg I ! L` Description — .._ . J EGRESS Pl-Ani i I I Ref.North 0 NOT TO SCALE � A00- ,60 EGRESSPLAN W 2003- 0 SoMEC 10,9830 SCALE: I.T.S. BP_O1 (IP2003 Gensler BUP2003-00488,MEC2003-00489 7 of 38 a NOTICE: W THE PRINT OR TYPE ON ANY rfrl�l Ai �l ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, � —_. �__ �J__—__'__- �.. �L �_. !L _..�---_�1 _--- _--��------ 11 IS DUE TO THE(QUALITY OF THE "°'e Ill, ORIGINAL DOCUMENT S 8�1. tiZ Lx 9Z Z iZ fi �Z T�GTOZ 8T R1 Lfl 9T 4i fT ST Li TT� [ �8 19 �L I 8 �9 �Tf��fi � L� r1l ueII �� ►� IN111 i 4 ..::.. r +eY i S n KEY NOTES w APPLE =1 Washington Square <I I 9585 SW Washington Square Road I Tigard, OR 97223 I I PIP�F=__ I \ - Two Harrison Street Suite 400 San Francisco, CA 14101 Telephone 415.433.3700 Gensler I Facsimile 415.836.4599 r I I I I I +I I I I � � I I I I I -- -- 35 I I I I II I I ' 0 y ` � Issue Data 8 Issue DeacNption _ By —Clieck MASTER LAYOUT GRID01 07/18/03 SYC PAP SCALE: 1/4"= 1'-0" 8P-01.dw9 3 Pernlit j, wl \N ( AA y 1 C-)( - -- zl r FINISH FACE OFI ----- I PARTITION j `" CN r - _ - .. . ; - - - - - • - - - -- - -- - __ ---- - _ _ - i 1 r j►— (E) LEASE LINE, �.I.F. - STARTING POINT OF-- I _ II M N SHEET NOTES MASTER LAYOUT GRID I 9eallSlgnat_u» r= I l 5-0" I7 1 LEASE LINE TO GRIDLINE `-`M AnrOhf ui,r;aG. Project Project Name l ill I cV i --; - APPLE COMPUTER INC. I N 'iv ¢ FINISH FACE OFL Project Number a, PARTITION _ - 01,3785.000 LCAD Flle Name I:\01.2700.000\CAD\Sheets\a00-70.dwq I Descrlp+.Ion L i MASTER LAYOUT GRID i I I I 80'-0" 0 1 2 4 8 Rof.North I FRONT F.O. GLASS TO F.O. REAR SALES WALL AOO,70 MASTER LAYOUT GRID r02003 Goneier BUP2003-00468,MEC2003.00469 530 1' SCALE: 114" = -0" BP_01.dw Washl6nq�ton Sc 38.h1 10.9 rri � ilil � iIIIIIIIIIIiIIIIIIITrilrlirll�t ► 1111 ( IIIIIIIIIIIrijIIlllili ''Illllr'il 'llll; IIIIIIfllllllllll NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I IIS I I � � ' I i'I I il l 1 1I��[ ?1P. 07vQy IMAGE IS NOT AS CLEAR AS THIS NOTICE, l jl '1I �\\ � I �_\--_ _L_._- 1__' ( i��) ITIS DUE TO THE QUALITY OF THENe_ ORIGINAL.DOCUMENT _ - �.Vis..... MENT fi Z 9Z LZ 9Z Z tZ t3 L iZ OZ Oi 9i LT 9I 9I 6IT LTi �6��i��i►��►��T�� 1�►��i\i��►��T��i�� 1►��►\��T�►i��►�� Ih�I��,�� i��l�►I��I��I��I�I��I►��I�I�III��IIW L -SII llll�a�__ � � t, ;ry j tl . 9 T� fi .1 KEY NOTES I APPLE Washington Square 9585 SW Washington Square Road Tigard, OR 97223 Two Harrison Street Suite 400 Sun Francisco, C,A 94105 Gensler Facsimile aceone 415.433.3700 Facsis mile 415.836.4599 �EE OD CC 88) AA Y MAL 111 i QQRRKM �XLT JANITQR UM-EX 701M QQAp SOFTWARE KIDS GENIUS MUSIC HOME I � I 306 E1 I ��r1rFEC qp�;, - �. I C3 A23 I C2 I 4 _-_ _.. - - _ r». - --....... _. »..._ - F _ I J� -................. - _ t- ... _ _ __-__: - - ______ �� I Jam__ �.� - F1 'fr l Tl ' 1 4 __. . _ --- -- _ � + G9a �� _.._. :.:�:,�:.:::w:::�. - � - - G3 Gi - - - -, - - - - Ir B1 ; 1klra.. ��.� --�- 7 \TI I I \�l..r;/ • - `...�f I I I I I ..«.....•.._..w_•.....� I I LI A5 - - - - - - - - - - - - - � - - - - - - w9v R" L- J n I ._...»»... ...... I 1Lj -177:77 LJ A6 .... ...._ _.. ..... _... I -7! I G9a G8a G4a G5a G2a I I— 77 7 F1 I �Issue Date d.Issue Description �By Check 8 - -...._.._.... ..-......._.._.....,...... :............ ® - -01- 07/18/03 SYC BAP M _. _. ...- 1 L_ JL_ Jv IL -i _ 1 -I - �r _ �.. .ir._ r__. _- - �- --_- --�... Permit -.= --m.-....-...1 I: - _ :r .....-=_... ...�_.. ...._.. --_------_i �..._ ..__._.._._.. - $TQCKROOM - MANAGE _ SOFTWARE ETC OVIE PHOTO PRO - I NUMBER TEXT TYPE LOCATION QUANTITY PROVIDED BY REMARKS v�cTRnnuc S DCA--- -- ----_._-_ IR€S LOGk-GORES- OR PRIG TIL=T--P4881--4Ga-' --- A2 UNISEX PERMANENT ROOM SIGN UNISEX RESTROOM 1 G.C. --=MEN-- _ .moo-;,°E-RRB�ABEB A4 EMPLOYEES ONLY PERMANENT ROOM SIGN STOCKROOM, MANAGER'S OFFICE 1 G.C. - A5 APPLECARE PERMANENT ROOM SIGN APPLE,CARE 1 GC - - - A6 STOCKROOM PERMANENT ROOM SIGN STOCKROOM G.C. - - A8 OFFICE PERMANENT ROOM SIGN OFFICE 1 G.C. A23 JANITOR PERMANENT ROOM SIGN JANITOR 1 GC B1 (UNISEX SYMBOL) RESTROOM DOOR SIGN UNISEX RESTROC`A 1 G.C. - Gig]D - ' SYM86L} - — -- -- --- - SNI v I� ��l - _------ - MV1- -- - ------ ---_ ----- - .-r,.� --w6.�, N --- - — __ OvN PAINTED -,�ec�NT Te ► ,-- - --- _- — -- - -- -LOSET SHEET NOTES — ,--_- - __.._-_-._—. ..____._..__-------._-_ Seal/Slgnaturs C2 NO STORAGE OF BOXES IN THIS AREA B.O.H. VINYLS EXIT CORRIDOR 1 G.C. C3_— APPLE RETAIL STORE SPACE NUMBER H-10 ----- B.O.H. VINYLS RECEIVING DOOR---- 1 G.C. VERIFY LANDLORD REQUIREMENTS -__--_— 1. SIGNAGE PLAN SHOWN FOR REFERENCE ONLY. G.C. D1 DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS F.O.H. VINYLS BOTTOM SLAT OF SECURITY GATE 1 G.C. - TO COORDINATE DIRECTLY W/ OWNER'S GRAPHIC - DEPARTMENT FOR SIGNAGE REQUIREMENTS. � M. Art�iur r,�i�Ster i E1 EMERGENCY EXIT ONLY WARNING: ALARM WILL SOUND EMERGENCY EXIT DOORS EMERGENCY EXIT DOORS - _ 1 G.C. - - _-` _ - z San Ffaiu s F1 FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET DOOR 2 G.C. G2a PRO OVERHEAD CEILING SIGN ABOVE PRO AREA 1 G.C. - �'• CG1a HOME OVERHEAD CEILING SIGN ABOVE HOME AREA 1 G.C. — Project Name G5a PHOTOS OVERHEAD CEILING SIGN ABOVE PHOTOS AREA 1 G.C. - --- -- -- --- ; Gia MUSIC -- - --__—. - _-_ OVERHEAD CEILING SIGN ABOVE MUSIC AREA -__ - ------- __- -- __ - -----G.C. APPLE COMPUTER INC. G4a MOVIES OVERHEAD CEILING SIGN ABOVE MOVIES AREA 1 G.C. - !Project Number -G70 - GENIUS - -- OVERHEAD CEILING SIGN _ ABOVE GENIUS AREA 1 G.C. -- - - - -- --- --- --------- --- - 01.3785.000 G8a ETC. OVERHEAD CEILING SIGN ABOVE ETC. AREA 1 G.C. — CAD Flls Name — OVERHEAD CEILING SIGN ABOVE KIDS AREA 1 G.C. - I:\01.2700.000\CAD\Sheets\a00-80.dwg KIDS - - - --- o.eoriptlort G9a SOFTWARE OVERHEAD CEILING SIGN ABOVE SOFTWARE AREA 2 G.C. - -- ---�-- _--- �----------- — --- --- -- --- - --------__.__- -_ _...-----• --_ _ SIGNAGE KEY PLAN All I"Aft - -�BN-P`ANEL � _—_- _— ---- ---- ---- -.-- _ _ - sial. - -- --- - ---- ir �-�A� - ----- -- --- _-----_-- --- — - -- - -- - 0 1 4 8 16 •r.Noah GENIUS BAR GENIUS LOGO ON PANEL BEHIND GENIUS BAR 1 G.C. L1 (LOGO + WW►. APPLE.COM) CONSTRUCTION BARRICADE ON BARRICADE 1 G.C. CONFIRM W OWNER PRIOR TO INSTALLATION. REFER TO 5,/A01.01 Y A00.,80 ,f L2 (LOGO + WWW.AP?LE.COM + DATE) CONSTRUCTION BARRICADE ON BARRICADE 1� _ G.C. CONFIRM W/ OWNER PRIOR TO INSTALLATION. REFER TO 5/A01.01 - -ONLY30 IF REQUIRED __-_- �zoo3 Gensler g Pa 003.00466,MEC2UO3-00 B9 W1 STORE NUMBER F.O.H. VINYLS STGREFRON I 1 G.C. --___-.-- -.-_-- nat 3e NOTICE: IF THE PRINT OR TYPE ON ANY - Tf Ilr '11 III 111 III III i I til 111 III 11 1ITirlr TIT- M ri1 III III ► r III IIT III Ilr Ili fll III I r 1�1 fll i�l I lllfitill III 11111 IIT lit T I IIl rjt ITT ill III III III I I �ry L� IMAGE IS NOT AS CI EAR AS THIS NOTICE, 1_I I, 1.I—I I _ IC I I l�__I�I I�I I I_—�. I I �1_-�I— I �� d� �0 0 / IT'IS DUE TO THE QUALITY OF THE _ _ _ NO.M ORIGINAL DOCUMENT f(�b L �9Z L� L Z L S 6 i�CP' lI 9t Lt 91 9C ►T St Zt Li I t 1 8 LL 9�I IIIIIIIIII�II 12 II III I�I� II��III111��111Illlllldll,lllillli�lll��l►II�1111111111111111111111�111 ��111��111111�11� �II�IIIII III�III�I ►I►Il11►I �11IIII.WIllWl11ll1llllllltlWlllillillllllllllllll►IIIIIIIIllllllllllliN111 I T' ,a -1 i KEY NOTES --- APPLE (E) DEMISING WALL - (E) DEMISING WALL TO REMAIN U.ON. Washington Square MAINTAIN RATED SEPARATION, TYP. 2�> CONSTRUCTION BARRICADE - 9585 SW Washington Square Road REFER TO DETAIL 05/A01.01 FOR ADDITIONAL CONSTRUCTION BARRICADE INFORMATION Tigard, OR 97223 COORD. W/ LANDLORD. 3' STOREFRONT - (E) STOREFRONT TO BE REMOVED. PROTECT (E) MALL BUL KNEAD, FLOORING AND NEUTRAL PIER FINISHES. G.C. TO REPLACE/ REPAIR DAMAGED MALL FINISHES AS REQ'D. i; SIRUCTURAL COLUMN - ✓ (E) COLUMN TO REMAIN, REMOVE (E) FINISHES, FURRING OR SHEATHING. MAINTAIN (E) FIRE RATING. DOOR / FRAME ASSEMBLY - REMOVE (F) DOOR AND FRAME. o CEILING AND SOFFIT - REMOVE (E) SOFFIT, ACOUSTICAL TILE CLG. Two Harrison Street Suite 400 OR GYP. BD. CLG. AND ASSOC. SUPPORT �'rSItES / FRAMING U.O.N. San H'rancisco, G4 94/OS Gensler Telephone 415.433.3700 O7 PLUMBING LINES - Facsimile 415.836.4599 REMOVE (E) PLUMBING LINES AND FLOOR DRAINS TO CONC. FLOOR SLAB BELOW - , CAP AS RFQ'D. PATCH SLAB TO MATCH (E). CC 88 e> PLUMBING FIXTURES - i E F ) DD AA Z Y \� (E) PLUMBING FIXTURES TO 6E REMOVED. DUCTWORK - REMOVE (E) DUCTWORK. I I I I to NOT USED I <3> FLOORING — _� _ �� REMOVE (E) FINISH FLOOR TO FLOOR SLAB. violCLEAN (E) CONC. FLOOR SLAB TO ACCEPT (N) FINISH FLOGR!NG, CONCRETE TO BE SMOOTH, 1 C Q \1 nr I LEVEL. AND FREE OF ANY DEPRESSiONS. NEUTRAL PIERS - - ———--- II (E) NEUTRAL PIER TO REMAIN. I PROTECT (E) FINISHES �� FURNITURE AND FIXTURES - 1�9> - J LANDLORD TO REMOVE (E) SALES FIXTURE`;, II _ 0 - I ► FURNITURE AND SUPFLIES. LIGHT FIXTURES - 3 I�O REMOVE ANY REMAINING LIGHT FIXTURES U.O.N. PARTITIONS - r__� _ �f REMOVE (E) INTERIOR PARTITIONS, COUNTERS II I AND ASSOCIATED ELECTRICAL EQUIPMENT U.O.N. t6' UNDERGROUND UTILITIES - VERIFY ALL UNDERGROUND UTILITIES BEFORE ALL FLOOR CUTS. I' ► I I�I� ( j J I I -ra-s-u-e -oaIssue ua-_D_sa.._cr. iptlon — By Check —h eok REMOVE PORTION OF (E) DEMISING WALL. 01 (SHOW DASHED) COORDINATE 8 I "18 03SYC BAP Permit�, CONSTRUCTION PLN. E SHEET A0101 - 35 I i I � 9 I I i I f I DEMOLITION PLAN 2 SHE"E'� NOTES Igaa„g, nature SCALE. 1/4 = 11%0” Saiz. I-°— ---- ---- - 1. REFER TO SHEET A00.00 FOR RESPONSIBILITY REQU;REMENTS. ?. PRCT�CT (E) MALL FINISHES THAT WILL REMAIN. PATCH AI!n REPAIR AS REQD 'TO MATCH TYP. MALL .� STANDAPD FINISHES r`Tr M. Arthur Gensler NOTE: ONE O 1 SET OF VINYL TEXT AND San rramisw ;; � - __6 1/4° 3. TEMPORARY BARRICADES) SHALL NOT BE v, ! APPLE LOGO GRAPH l S 10 BE FURNISHED/ VISQUEEN DUST BARRIER REMOVED ANL TENANT SHALL NOT OPEN FOR ,�- INSTALLED ON BARRICADE BY CONTRACTOR BUSINESS UNTIL AIL TRADES INSPECTORS, FIRE AS DIRECTED BY APPLE AND/OP. -- - " - (E) MALL BULKHEAD (WHFRE OCCURS) INSPECTOR, AND -,,HE BUILDING INSPECTOR APPROVES 0 k% FINAL INSPECTIONS AND THE MALL MANAGEMENT LrolectName I_ANLLORD LEASE REQUIREMENTS (VERIFY FACE OF (E) NEUTRAL. PIER BEYOND LIVES APPROV,�L TO OPEN FOR BUSINESS. W/ APPLE) ON 841-H DAY PRIOR TO 6'_ — ...... SCHEDULED OPENING DATE. CONTACT I 4 r C. TO COORD. DOOR ACCESS LOCATION WITH APP_E COMPUTER INC. APPLE REP. AT (408)974-0962 AT STAI'T I 1/4" MDF PANEL OVER 3/4" BIRCH LANDLORD & APPLE BARRICADE GRAPHICS. Project Number OF CONSTRUCTION FOR ORIGINAL PLYWOOD FRAME. SPRAY WITH FIRE 5. ALL PLYWOOD SHALL BE FIRE RETARDANT -�� TEXT/ARTWORK FILES AND LAYOUT RESEARCH LABRATURIES FIRECOAT 320 01.3785.000 TREATED AND AVAILABLE FOR INSPECTION UPON INSTRUCTIONS TO BE USED FORc PAINT. REQUEST. I CAD File Name ---- — s PRODUCTION AND INSTALLATION OF a I 00 I:\01.2700.000\CAD\Sheets\a01-01.dwg SIGNAGE. ONE 1 ADDITIONAL SET OF �°� I 6. NOTIFY ARCHITECT IF BARRICADE CONDITIONS O r- - . ------- - LEASE SINE �I)escriptlon "OPENING SOON ON (DATE)" VINYL TEXT o DIFFER FROM DRAWINGS. DEMOLITION PLAN / WILL BE REQ D TO BE FURNISHED �r 7. PROVIDE AND INSTALL CONI. INDOOR OUTDOOR / 3/4 PLYWOOD GUSSET. PROVIDE INDOOR/ OUTDOOR BY CONTRACTOR AT A LATER SANDBAG FOR EVERY 48" PANEL CARPET WHERE METAL TRACT! AND STRUTS BEAR ON DATE (CLOSER TO ACTUAL_ STORE_ � MALL TILE- - REPLACED BY G.C.E FLOOR. ANY DAMAGED MALL. TILE SHALL BE I scare_ ' - (2) 3'-0"N; X 7'-0"H OPENING). GRAPHICS AND INSTALL DATES 2'-5 5/8"; I HOLLOW-CORE ACCESS DOORS FOR BOTH SETS TO BE DETERIAINED BY , 3--o., 3'-0" � B. CONTRACTOR RESPONSIBLE FOR FINAL DESIGN & R.t Nora. _ W/ SECURE LOCKABLE AND COORDINATED WITH APPLE. MLN CONSTRUCTION OF BARRICADE TO MEET ALL p NOT TO SCAT E HARDWARE BY SUBCONTRACTOR APPLICABLE CODE REQUIREMENTS & TO PROV!DF_ SAFE. (WHERE OCCURS) CONDITIONS FOR ALL PASSING PEDESTRIANS/ � A01 ■OSHOPPERS/WORKERS. .tee.. 9. G.C. TO INSTALL WH11E BUTCHER PAPER CONSTRUCTION BARRICADE ELEVATION 5 CONSTRUCTION BARRICADE SECTION WashSandH10,9530 ORIENTATED VERTICALLY ON INT. SIDE OF STOREFRONT Dc2003Gensler BUP2003-00466,MEC2003-00489 SCALE: 1/4" = 1'-0" SCALE: Ib;" = 1'-0" GLAZING PRIOR TO MALL OPEi LING. 10of 36 �o or ...�rarq�smsu...._raxnap�:-..rcrcaa,_..-,G..;,-:..wrese+C�-n•nr t+ti:•::. rrn.mN►- ,•, ...,%.� - r�.ao _. __ . NOTICE: IF THE PRINT OR TYPE ON ANY I I. III I I I I I I I III III i III III III I I f I I f I I I I I1 I�l I I I I I I I I III 1 1 I I I I I 1 I I I I I I I I I I III III I I III III III l I l f I l III III I I I I I I III I L I I I I I I( I(I I II III III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I_ I.1 L_I I I I_ I I I I -I-I�I-I--_� .l I I_ I l_-T• I I I I _P_gl_ I �_- L 1I I _ L--_I---_ 1 I � � LG aft, 0100y ITIS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ "''6 ORIGINAL DOCUMENT 8I e�tj �ASG �GL 9L I -_41t I� SG -te OG f•t BI Gt 191t �9il 6i II Et - ;rT��tt �t I�8 �8^�G I�9 I 9-I-�it �- S�I -�L--- tue ILII IIII�IIIIIIIII Ilillllll�lllllllll�l►II iIIII1111 ILII Illilllll � IIIIIII�IIIIilllllllll�llll�llll ILII �IIjIIIII�IIIIIIIIILIIII Ililllllllli� i11111111 IIII�IIII�IIIL'IlllllllllllllIIIIIIIII �IIIIIIII LL111111ll1111.111II�Llli1111111ll11�Wllllll!a1.Wllllll 1�J 1I11►NII ► I II I ILII ILII tasox r _ KEY NOTES T � APPLE MALL CORRIDOR w Zi O (E) LEASE LINE, TYP. V.J. _+ O2 INFILL FROM LEASE LiNE TO CLOSURE Wi11-1 MATERIAL TO i • UI MATCH MAIL FLOORING Washington. S ua.re IUNISEX BREAK/ O (E) NEUTRAL PIER TO REMAIN EXIT CORRIDOR -- JANITOR - TOILET— RECEIVING APPLECAREI ' 4 (E) STRUCTURAL COLUMN TU REMAIN. MAINTAIN (E) 9585 SW Washington Square Road VINI'L TILE VINYL FILE CERAMIC 11LE VINYL TiLE VIN'Y'L_ i!LE i FIRE RATING AS REQUIRED 435 SQ. FT. 27 SQ. FT. 66 SQ. Fl. I 270 S FT. 133 SQ. FT. SAWCUT MAX 1" D (E) CONCRETE SLAB AS REQUIRED TO Tigard, OR 917223 ,A1 i MAINTAIN 1:20 SLOPE. 2Z. L1 V LINE OF SOFFIT ABOVE (SHOWN DASHED) _ O7 SURFACE MOUNTED FIRE EXTINGUISHER. MOUNT AT 48" y� TD TOP OF UNIT. ® ♦ 4#-6" '-4 j 8'-0° 41-8" --- -- - - ~- - Oe FIRE EXTINGUISHER CABINET, T.O. CABINET MOUNTED c I _ _ ' CLEAR - i CLEAR I F3 w ,; AT 48". PROVIDE 6" STUD PARTITION. KEEP FIN. FACE e ? AT SALES AREA ALIGNED. SEE DETAIL 6 Al2.01 AND Al LOO ®; 1 -0 1. 0" t fi / `n -I MIN. a F �� f _ 9 NOT USED u' 7 F2 M N. " 1:50 MAX. SL `D F3 I ;3 i 3 __...,� A11A2 I 1 -0"�1 _ "� @ SEE 8/Al2.0 rOR BRIDGING DETAIL, SIDE SALES "or` WALLS I MIN. -1 T ST1 — ONLY 7 I F3, I 7 pit TRIM TiLE IF REQ'D TO MAINTAIN ALIGNMENTS MIN: CI I _ I t© PATCH AND REPAIR (E) FLOORING J I \� I A Q LEVEL CONCRETE FLOOR PRIOR 10 INSTALLING STONE FLOOR o F3 c4 Two Harrison Street 4 i I ( GI (TYP.) hAX. 1/4" PER 10' Suite 400 '- ,� -6 // I u NOT U'-D San Francisco, CA 94105 U A11.02 SSY I MIN. z '` "nI i Telephone 415.433.3700 G1 I - Q CORNER GUARD - TYP. AT ALL BACK OF HOUSE CORNERS. Gensler Facsimile 415.836.4599 C4 1 C C1 I N ' REI-ER TO DETAIL 5/Al2.04 UI ` - - - - - - - t® r,OT USED C1 _ t TOILET ROOM - FOR ACCESSIBILIY CLE/,RANCES t TYP• I © SEE SHEET AOOAO A11.01 i 1® NOT USED 0 NOT USED ® NOT USED _T _T04 2O NOT USED r- -+ THERMOSTAT SENSOR STROBE/ HORN LOCATION. SEE ELEVATION. - ---• © S ART STONE FLOOR LAYOUT AT TOP OF RAMP, 'rVORK TO BACK. SEE 5/AO9.02 © GLASS PARTITION-SEE 3 do 7/Al2.07-ETCHED SIDE TOWARDS BOH ` 35 MATCH MALL CORRIDOR i L1 MANAGER - Q YELLOW VCT 0 ELECTRICAL PANELS STOCK ROOM VINYL TILE I VINYL TiLE 82 SQ. FT. �'-5 1/2' I �� 1/4"' iIssue Date a Issue Desomptlon � Clwalt I CONSTRUCTION PLAN 01 06/27A3 TEo BAP SCALE: 1/4" = I' 0" BP-013 DESIGN DEVELOPMENT-,_- _ r�•.,a• 02 07/18/03. SYC PAL " Permit AA Y Ld zi i PARTITION LEGEND - —_- -_- ,�� ,-71/2 I -- - ''1 I • 3 F i 1 j I i Z T I XX PAR11TlON rfPE - REFER TO SHEET M - 4 I L t o Q - i e - A t z.oo - ( I LO F6 1 _ _L �. NON-RATED AR+I[ION --- - dMAX. P - - - _ j z of 0— S1.1 t - - L E i / �,t � � + I + I A 4- Z ONLY WHER - - I J o _ti• ._.. _ - VE 77 - --... _, _ _ _ - _.. _ � - - 0 CODE _.... _ . -"'1 RATEp PARTITION RE U BY IR�D g W (E) JEMISING WALL/INTERIOR PARTITION ----- o 1 o _.:. _.... _.:...., .:.. .... ......_. ._ _ I _ . { i f ,. .I_ L. .,..}. ...,.......... . .... , . �..I.:_ f. FOR STARTING o I i I -_ _- i of I I - - + 1 _ __�.f. -... �..._ I . ... } ., _. ._ SALES AREA._._.__ _...�.. _ _�.__..�.. � I GRID LAYOUT SEE i I I I __... STONE TILE FLOORING - «._.r___ __ _� __ T I t` SHEET AOO.70 1 i .� _. .._ . -.....--i _......:....... .... . I I C I a I > _.... - _ - ._.... - _ - _ _ - 407 SQ. FT i I .tet - _ - - - I ►' ,' 2 AX. SLOPE SHEET NOTES I � . '— �I r7 J Seal/Sienatur's 1 L 3 I _.�_ _ �• i ,� -i - - I SLOPE AX i I I b 1. ANY WOOD IN RATED PAR1111ON MUST BE FIRE RETARDANT 111:50 to TREATED AND LOCATED WITHIN A RATED ASSEMBLY OR MUST BE DIRECTLY ADHERED TO 5/8" TYPE "X" GYP. BOARD. 4� I 2. G.C. TO VERIFY SIZE OF (E) STRUCTURAL COLUMNS. REPORT M Arthur Gensler r. DIMENSIONS BACK TO ARCHITECT. San Francisko ! _ i 3. �% HATCHING INDICATES MILLWORK PROVIDE SHEET MET S '1EOUIRED. I w w SEE ELEVATIONS/SECPTIONS FOR HEIGHTS. Up' ��%,' -- I I i I NOTE: SCREIENED LProlaat Name -- ---- — ___ A11.01 I �� I I I C) ci I LINES REPRESENT ( ) TV. o � I 4. G.C. TO VERIFY E CONCRETE FLOORS TO BE SEALED ARE GRID FOR FIX LURE LE''EL, CLEAN AND SMOOTH. a -! I I APPLE COMPUiER INC. LAYOUT ProJttat Number i j 01.3785.000 -� -- --_-_-- -- -- -- - .__. 35 CAD Rib Nana 3 i T I:\01.3785.000\CAD\Sheets\oO2-01.dwg II Dendptton i l CONSTRUCTION PLAN I i 50 O„ 7 1�2" sale 1/4" ' im6TH OF DISPLAY ! Met.NON" i FROM GRIDLINE TO I 141'-O 1/2" L.L. TO L.L. 0 1 � 4 8 -------_-- - ----.----FRONT— F.O. GLASS A02 ..01 INS CONSTRUCTION PLAN Washington Sq.Rd.H 10,9530 SCALE: 1/4" = 1'-0" 4�2003 Gensler BUP2003.00488,MEC2003.00489 BP 11 of 38 I I _ �. .bart ....".,««.e..•.w...n.«.+.w. vws - -. am.+...«_..n...rLb._--.. _._,..._::al�+' ..'-ui:.._.... ....�.. ..:,;._ ._ •.._...... ... ... .mramm.:w_ �,. «...rl.- ... 4,..._..,.», ,.,.....:�... _..:_:,.• .... ., .:.:._.. .. ,._..._. ..,. , .„» Vii,,,. NOTICE: IF THE PRINT OR TYPE ON ANY IT( Ilr rll III III III Iltll IIII III III ! r IiTT11 11.1 TI1 fJ' Ili Ii' I III(II111f III III III 111`111 I II�III�III III Ib1 Ilr T�I 111 I I r I IIi I)I I I I I I I III III tll III IIII I IMAGE IS NOT AS CLEAR AS THIS 'IOTICE, l 1 �I. I I j -.-- I 14�) I j �� 16 j I- j !1I �7 j I�I I fl I �lll_I i �2ZG �7 ,7�O0 y Il'IS DUE TO THE QUALITY OF THE —,,Ill No.ae �•-,�g - ,,_ , , ORIGINAL DOCUMENT S "E111111181, LLII S �8 [II8L 1I8TI till, LT T T1971 711�11 IST8tj II�11 I818L I L'T11 �S Ell Toru”iINI IiIIIIIII 111111-1 ill TIN ilil�NlllINIINIiIllliif1,N11�lllllllI�il� IF, IlilII11111111 111111 IiII IIII [II II 1111II IN11111111!!IliLIE,ll[H 1 I (f Il;ilNIII i I ,{ ',i u ; w Ay3 A , - aI . a wm f `c J1 rr 14 F W '1 u i t: ,I ...t . ., . ., . ,.. _ .. _ , . ' ' �5'.�' rffi `'. .,. .. ._ e. NOTES KEY Ic Q APPLE - EE DD w MALL _j ¢: CORRIDOR T EQUIPMENT RACK / CABINET �+ yy�� SEE ELECTRICAL DRAWINGS Washill ton Square BREAK/ I Q rJ I .. T I ME UYING APPLECARE �I Q CABINET TERMINATION PANEL. EXIT JANITOR-- UNISEX "PC�ILE. - I� CORRIDOR SEE ELECTRICAL DRAWINGS 9585 SW Washington Square Road I 0 NOT USED Tigard, OR 97223 I I Oa ELECTRICAL PANEL AS REQUIRED SEE ELECTRICAL DRAWINGS ELE36 CELICAL LN SFORMER LECTRI A SEE EDRAWINGS NOT USED t9 _ C THERMOSTAT CONTROLS a 4 i CLUSTER W/ APPROX. 1" APART _ AT 4'-0" AFF rt THERMOSTAT SENSOR atia� 1 ( SEE ELECTRICAL DRAWINGS , v - y INTERNALLY ILLUMINATED SIGNBOX w 1 — --- DS.Z.1 O ABOVE ENTRY DOORS, SEE ELECTRICAL DWGS. 1 I 1 - - ?.1 NOT USED I I SA.2 5 - L — — _ ._-. J I °O tt WALL MOUNTED J BOX - SEE A11.00 Two Harrison Street �, FOR HEIGHTS TYP OF 8 Suite 400 1:1. .San Francisco, C'.4 94105SA.2 , Q G.C. TO COORD. LOCATION OF STUB JPc zx" / Telephone 415.433.3700 C� I I AC. W ACCESS PANEL PROVIDE IN FIXTURE. 'eP ° �� a ,`� t •- I Gensler Facsimile 415.836.4599t<aIw r -- Oa N Q NOT USED WAi NOT USED t© PROVIDE 2 BOH PHONE RINGERS IN CASHWRAP BEHIND PRINTER I I PROVIDE DOORBELL ANUNCIATOR �Ci I ( I ABOVE GENIUS BAR CREDENZA, w--- -_ TOWARDS BOH, ABOVE CEILING AC.3 L _J SA.1 I Q COORDINATE WALL OUTLET LOCATION __ t - WITH MILLWORK 9RACKETS r __1 _ 1 i i °°`� SEE A11.01 ,ND ELECTRICAL DRAWINGS / j 2 I ` I I '•2• 0 DETEX ALARM UNIT I I I SEE ELECTRICAL DRAWINGS L_ _j / t 1- 1 -O ��°/ 2,—oe �_ _.�.� I � LOCA fE SONITROL ALARM CONTROL IN UNSECURED HALLWAY II I * ® VERTICALLY ALIGN CENTERLINE OF KEYPAD WITH CENTERLINE OF ROOM- II i ! DA•1 — �� ' - 1 A + IDENTIFYING SIGNAGE. SEE' 4/A11.01 AND L_JL_J i ELECTRICAL DRAWINGS. VEP,IFY SJE OF SIGNAGE WITH OWNER'S GRAPHIC U PARTMENT 2O PROVIDE DOORBELL POWER AND DATA TO BE MOUNTED 8'-3" AFr TO CENTERLINE OF QUAD STOCKROOMQ 1 MANAGER J I I SALT POWER AND DATA TO BE MOUNTED 7'-0" AFF t t 0", m I I I 0 LOCATION OF LIGHTING CONTROL SWITCHES 0 POWER do DATA FOR AV RACK AT 19" AFF IL1 I++ue Drte 6 Issue Descnption — By Check _ 01 06/27/0j____- 6/27/03 -_-_ TEO_-__ BAP POWER AND COMMUNICATION PLAN 3 DESIGN DEVELOPMENT-_---_ SCALE: 114" = 1'-0" BP_01.dwg — 02 _.07 18 03 __--__- —_ SYC BAP -_ Permit_ z SYMBOL LEGEND I � Q'JADRUPLEX POWER RECEPTACLE , DUPLEX POWER RECEPTACLE I - � DATA/COMMUNICATION PORT (2 PORTS) - ------ --- - - r ) CUSTOM FLOOR BOX - SEE ELECT DWGS ----- -- - - -1 SIMPLEX POWER RECEPTACLE ------- ------ - -- - -- _ 797 - 19 -- - _ -- - - - -- LTl DATA STUB - - PW.1.1 W.1. W.1 W.1.4 - .__, - - - --- __ - -- J U - `_---_ - - t { } POWER STUB-UP --- t All � X.00 OUTLET LOCATION TAG - - Eq Eq I I WALL MOUNTED TELEPHONE OUTLET i EQ - EQ— ! I y - — ` r EQ Q }.: - -- W1.2 O JUNCTION BOX TO HOUSE HARDWIRED _ F w --- — — f --- --- FIXTURE CONNECTION - - _ I . — -- ---� I STARING POINT OF _ a , - W1.3 I MASTER GRID LAYOUT - _- — -- - ---- ---- L=Kl - - - *w N _ _ _.. _ _ .._ _ __ _ _..... . ,_.. _. .. t _�._ I SEE SHEET A00.70 _ - _ 1__1_ _ _ I L- __ ._- y W J. I I SHEET NOTES I , C.� t —' I i I ; __I - ;-- — _ -- ---i - -- - -- 1__ --- — — !!!ngnature --- _ _ _ _ 1 _ 1. NLL POWER AND DATA LOCA(IONS SHOWN ON I-,-- i Eq Eq 1 EQ EQ t_ t Eq EQ Eq Eq_!- I 9 ARCHITECTURAL DRAWINGS SUPERSEDE THOSE SHOWN �1,,;) ;>r . - S,3.1 ; I ` I ! fi II I I ALL FLOOD BOXES IN SALES AREA IN ELECTRICAL DRAWINGS `� �' _ .._.............._.. ... - _ __ _ _..__ 1.... ... .:�...._ -- _ _ TO BE LOCATED ON OR CENTERED �� ptr - d I { —_ o --- I BETWEEN MASTER GRID, UON 2. DISPLAY FIXTURES 44 J — O� r`Tr M. Arthur Gens er or SHOWN FOR v -- _ _``' I -LO A ONS ONLYERENCE TU DATA AND POWER r� San rran,,,.�,, .�. '� ® LOCATE ALL OUTLETS AND .�� ,,�` _-. 0O. --^ I FLOORBOXES PER ARCHITECTURAL ► b . . W2. DRAWINGS S. GC TO MAKE FINAL CONNECTION TO DISPLAY FIXTURES. U>�� U�Z� 1 ._ _ I COORDINATE WITH OWNER REP. _ - - - - .__:._�.... _ ....I, �. I ' � I Project Name ------ 4- - W2.3 1' COMPUTER INC. NOTE. SCREENED PLC --->� W .1 W 2. _ .2.8 1�.".1 __ gfi _ - Nt3:1 LINEC REPRESENT --- -_ - _-_ - ----_____ - --_-_ - - ._.--u- - -- --- GRID FOR FIXTURE -- O1 3 85 000 Protect Number 7 [CAD File Game— --- -- I:\01.3785.000\CAD\Sheets\a03-01,dwg L_ Description - POWER & COMM. PLAN SALES AREA I I I [Scale rlief.North 0 1 ;' 8 , A03,01 POWER AND COMMUNICATION PLAN WashinatonSand.H10.9530 „ _ V-0"„ 02003 Gensler BUP2012 of a6,MEC2003.00189 SCALE: 114 - 1 -0 BP_01.dw tzar 38 tire, NOTICE: IF THE PRINT OR TYPE ON ANY I t l l III III I I I I.I I I I III V I I I i t l'I I H i l l III III III III III III I I III III III III III III III I I III III III I I I I I I III III I'I r l l l III III I I I l t"I I III III III III I L I I I�jI I 7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L� - I -I- 1_I Il I_ I L-�-I_ I 14�I_Z�I - I.6L•I I � - Pl_ I I�I , ( I ��- -- �I-----1`'J `C"ale �� r�SO(� IT IS DUE TO THE QUALITY OF THE "°'a ORIGINAL DOCUMENT S 81Z 8t L1Z 9t 41Z ' 6Z 6 �'L IG�I Ut! 8t Bt LT 9t 4[ fiT 8t GT t�T I T I tl L 9 9 11 C � �S 1i ,anel I ILII IIII.IIIII►III III 'IIIIIIIIII�►II11�II►�►Ill�l�ll�llll�llll�llll ►III�I►IIIIII�I1►11111�111��IIII�III► IIII�IIII III��IIII IIII�I�IILII�I ISI► ►1 IIIIIIIIIIIII�IIII IIII�I�II ,III�►►I11111111111 l�,►fill- llll►� � 1L11111�11�1I��IIII�INiIi f;l p`r aril. in E Y ease USED KEY NOTES r� I MOVIES QR' EE� CD CC Z Ot LEASE LINE APPLE MALL CORRIDOR _I -' 02 (E) NEUTRAL PIER TO REMAIN C` ` Tl BREAK/ vI 3 (E) MALL BULKHEAD Wacl..ington Square O EXIT JANITOR -- UNISEX TOILET RECEIVING -- APPLECARE —;----- <I 4 ACCESS PANEL. SEE DET. 2/Al2.02 (IF REQ'D) � , CORRIDOR OPEN 10 STRUCTURE ABOVE GYP. BD. CEILING OPEN TO STRUCTURE OPEN TO STRUCTURE ABOVE 9585 SW ?� �shin�ton Square Road A.C.1. OFFN 9-0 A.F.F. OPEN UFEN I < NOT USED Tigard, OR 9'1'223 F077 <6> LIGHT TRACK END FEEDS AT SIDEWALL. 10-� (TYP. AT STOREFRONT) I i Oi PROVIDE DOUG MOCKETT GROMMET MG-1 CENTERED ABOVE DOOR (TYP. OF 1) _ O DISPLAY TRACK 10 I s� STOCKROOM LIGHTING: 2-1_IMP FLUORESCENT- L CONT. UNISTRUT HANGII IG FROM ALL THREAD L I - EQ EQ EQ Q II Lf. -- _ - - t0 GYPSUM BOARD SOFFIT AT 9' - G' A.F.F. _ tt NOT USED, Or W W w l PROVIDE 7/8" DIA. HOLES IN TROUGH FOR SECURITY DEVICES & CAMERAS o W l Two Harrison Street j w _ I -® Suite 400 EQ EQ NOT USED. a Gensler Sunphonci41 C3 94105 � I EQ CC Telephone 415.433.3700 Facsimile 415.836.4599 <1 PROVIDE PROVIDE 1" DIA. HOLE FOR GLASS BREAK u" P. - I SENSORS, TYP. OF (2). 15 COORD. LOCATION OF CAMERA W/ I SAFE DOOR SWING. L �Ni is CORRIDOR 1-HR RATED, SEE DET. 9/Al2.01 8'-4" 8'-8" 6�-6r 2'-2" � RCP LEGEND MIND i ani NSCWTM I W 15 I EMERGENCY LIGHT TEST PLATE EQ I EQ I ra 3 LAMP MODULAR FIXTURE AR 111 LAMPS I a • • • TRACK LIGHTING ! ! o - 216 WATT LIGHT BOX / TRANSLUCENT CEILING PANEL 'UNIT O COMPACT FLUORESCENT DOWNLIGHT EXIT SIGN - RECESSED WALL MOUNTED ARROW INDICATES DIRECTION OF SIGN I I I _ ®— EXIT SIGN - RECESSED CEILING MOUNTED STOCK ROOM J I i MANAGER_l __ ARROW_ INDICATES DIRECTION OF-SIGN 4'-ON-LINEAR FLUORESCENT PENDANT OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE I F -1 2 LAMPS EA.- _____ _ F77—EN OPEN I SURFACE MOUNTED LINEAR FLUORESCENT - - RECESSED DIFI USER LOCATED IN TROUGH - SEE MEP DRAWINGS SPRINKLER - SEE MEP DRAWINGS Q ------ -- - - ---- –-- Issue Date b Issue Description M Chfaok CEILING RECEPTACLE LOCATED -2 �cEFLECTED CEILING PLAN -- AT STOREFRONT 01 06/J/03 ____._-._ -__TEO--- BAP -- -- SCALE: 1/4"= 1'"0" BP-01.dwg � SPEAKERS / ABOVE CEILING PANEL, DESIGN DEVELOPMENT `S NO FIBERGLASS CORE 02 07/18/03 SYC BAP SEE 16/Al2.02 FOR ATTACHMENT DTL Permit -- - SPEAKER SUB WOOFER / ABOVE CEILING A ( ) Y SB PANEL, NO FIBERGLASS CORE - — --- zI (AA , SEE 16/Al2.02 FOR ATTACHMENT DTL - �I CCTV SECURITY CAMERA IN TROUGH ALL CEILINu ELEMENTS IN / _._..._-.__-___.__._.________-___ <I SALES AREA TO BE LOCATED ® TRAFFIC COUNTER CAMERA SALES AREA -----------_--ON OR CENTERED BETWEEN - -- - -- --- ----- - PANELIZED CEILING SYSTEM MASTER GRID, UON. SOUND SECURITY DEVICE / ABOVE - -_-. CY Ill'-O" A.F.F x CEILING PANEL, NO FIBERGLASS CORE - ------- — - ;_- - — LOCATE ALL CEILING ELEMENTS s PER ARCHITECTURAL DRAWINGS A17� � AREA SIGN, SEE A00.80 AND Al2.03 2 X 2 PARABOLIC FLUORESCENT — --—------- - - FNOTE: ALL ACCESSORIES/TRIM � BE SHOP PAINTED CUSTOM - -- I ____—__.-----.______--_--_.__.—______._._ .._. COLOR TO 14 SURFACE MATCH ADJACENT '�. � � 8 2 X 2 CEILING 1 I — (C-3 S I I ! O (�) OS ! 1 __ 0 SOUND SECURITY DEVICE FOR STriRTING POINT OF RECESSED LINEAR DIFFUSER AT - - ai �} ---- MASTER GRID LAYOUT ` STOREFRONT SOFFIT, MINIMIZE WIDTH OF - - - --- - - - - - - -- - �'z SLOT - SEE MEP DRAWINGS II;I 114 i 11 �i� " - ----- EQ -a:10 o''� M CHECKPOINT MOTION DETECTORS i I i SHEET NOTES , --- --- - I .- } -- -_ _ - - --...., -TM s,�g.- .: ' I ? GYP. BD. SOFFIT I I I % (`-H) ) �� I Q Seal/Signs ---- _- _ I - .1- _ -------- c� SPRINKLER TUBE/DIFFUSER/ 1 ALL LIGHTING FIX ALIGN o �? to Iz LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS z a SUPERCEDE THOSE SHOWN ON ALL OTHER DRAWINGS. 8 v L � 2. G.C. TO VERIFY ADEQUATE CLEARANCES FOR •� z I',U FIXTURES, DUCTS, & CEILING ITEMS NECESSARY T7 - I _ MAINTAIN SPECIFIED htIGH1S. ALERT ARCHITECT �' �" W ! I ► ABOUT ANY CONFLICTS PRIOR TO CONSTRUCTION. q cy �S M Cl �� Brio 0 i,, �� (M) - �' I T�, f - W I I 3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE OH 0 v15 I - y f - - _" _____.__-_ _``' _- _- : �_- J __.. SPECIFICATIONS. Project Neme I Q I I ® I I 14 NOTE: SCREENED �--- " LINES REPRESENT 4. FURNITURE, FIXTURES AND EQUIPMENT BELOW EQ I - _ qAT 00 GRID FOR FIXTURE SHOWN FOR REFERENCE ONLY. APPLE COMPUTER INC. LAYOUT 5. LIGHT FIXTURE ATTACHMENT AND INSTALLATION i Li !� I 6 DETAILS TO BE PROVIDED BY LIGHTING CONSUI ,ANT. Project Number -�--- �, ALL CEILING ACCESSORIES AND TRIM TO BE 01.3785.000 35 SHOPPAINTED TO MATCH ADJACENT SURFACE. CAD Elle Name J I:\01.3785.000\CAD\Sheets\aO4-01.dwg 7. )0 NOT USE FIBERGLAS CORE IN CEILING PANELS I ! CEILIING TROUGH TYP. WHERE SPEAKER OR SUBWOOFER OR SECURITY DEVICE `oeecrlpefon _— TROUGHOUT SALES ' OCCUR. REFLECTED CEILING PLAN AREA I 8. ALL ELEMENTS IN TROUGHS TO BE CENTERED I BETWEEN SHORT DIMENSION. Lscele I I I I Ref.North 0 1 2 4 8 A04,01 REFLECTED CEILING PLAN 1 SCALE: 1/4" = 1 -o" Washington So.38 10,9G30 iE�2003 Gensler f3UP2003-00488,MEC2003.004AB BP-O1,dwg 13 of 38 ,'a wh ,,.;.•;,�.,.. , .. , ,,: w,�..,.........,...._........__...,,,._.......�..,.....«...._,......-,_.w,.>»,...�...,.�,.......w..l,.,... elr�wwwtlww a..w....�, .w..�....�,�,+.�.�••'...�..,_,..�,I NOTICE: IF THE PRINT OR TYPE ON ANY !lrllll !I!I!II!ili Ill ! i 111 rll II: l TT1rlrr!I! !I!rr�!lt�r !fir tl! t�r�!�I !�!,f r �jIMAGE IS NOT AS CLEAR AS -HIS NOTICE, L - 11 1 `�L U1I ?L.._L_I_.II � I -I-�� I � I " I I ��I-- 11 � I 1r� IT IS DUE TO THE QI tALITY OF THE Ho ORIGINAL DOCUMENT o�c j 1 (i c� Illlllllli IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII IItli!I IIIIIII1I Ilillll�l1►Illllill 1I�i i�ll1lllllllll III�I Illililll Illi illl�l�ll il�l�lllfllll� Ililllll� Illiliili�lllillllllllli iul�ulllllll�ulllilll�llll illlllu!L t1�1t1111111111llll11ll1�i11ll1111111111111i1llllllilN1 ! rt, �r ,1 fi. 1F g' KEY NOTES CG Q APPLE �) w _ MALL CORRIDOR EE (DD zI DATA EQUIPMENT RACK Washing-ton Square EXIT I d z TERMINATION CABINET CORRIDOR JANITOR -- UNISEX_-TOILET BREAK/ APPLECREA - �I O RECEIVING � I � COAT HOOKS. PROVIDE BLOCKING AS 9585 SW Washington Square Road REQPRODUCT �T024T40999ARDWARE Tigard, OR 97223 I I I <> RECEIVING EAS IN REA JANITORS CLOSET TO MATCH 5C ITEM FURNISHED BY OWNER. REFER TO EQUIPMENT LEGEND A06.01b j I I Os RECESSED FEC I I O SURFACE MOP"!TED FEC COORDO DISPLAY FIXTURE LOCANATE FEC LOCATION H ION PER IL OWNER REP I � I O SHELVING TO BE FASTENED TO WALL I E504 I -- k�� fj� I - - - ' 'N Ip VCR / MONITOR / RECOQER MOUNTING lLJ 7 I \ t 1 E404 BRACKE - MER: i_UCASEY, 1-800-LL'GASEY E50 I E505 �D I I _ _ _ ._ i MONITOR BRACKET: LUCASEY DSWP6109 Two Harrison Street — — — - —— M 5'_0" C� � VCR BRACKLT: LUCASEY 1"RU14?0 - _ -_ _ _ E1 1 Suite a0o L _ ._. __ 1 I I t t �� I I I A E 02 It SEE PLUMBING DRAWINC) FOR MOP RACK :�)PFC San Francisco, CA 94105 t F2 Gensler Telephone 415.433.3700 " � C I ' /E1 0 � 1� URAWINC fUBF LMCA I IOM `�I_F MLI-' Facsimile 415.836.4599 6-0 >> E50Q r -- 0 °a E102 F2 DWG" & COORDINATF FINAL OCA TION __ --- WITH APPI F REPRESENTATIVE E506 E508 - - E106 E107 Ei 1 to --� E300 __- os E5os �'/ - E1o3 -' FIXTURE LEGEND F2: 30' 041602 E50 E509 E5o E50d 3 E302 - E1C4 I .a 'to-on - 4'-(1„ EGOS 4._0" --- - � o - E 003 NO. COUNT DESCRIPTION a E503 -- _ / / I w �_ - X03 E404 E1(' F200 1 CASHWRAP (N.I.C.) I-`TUU - E501, E501; E501 E304 E509 E500' E500 E500 E50 —} F201 1 CASHWRAP CREDENZA (N.LC.) E601 I % % i / I E201 E405 1 E403 E30 ALIGN F202 1 CASHWRAP WALL GRAPHIC PANEL(N.I. I _ -J / I _ E2.01 E301 E301 I{� 3 s F203 1 ETC. FREESTANDING FIXTURE (N.I.C.) - —I r- -- --, I � I E200 -- ---_ -- E500 E509 E507 E50 E50 E50 E50 E501 E501, E501 I E401 E400 E4 2 F204 t ETC. WALL UNIT -- (N.I.C.) US BAR (N.I.C.) F2�5 1 GENT - , -_ `� F2.06 t GENIUS CREDENZA (N.I.C.) '' F207 1 KIDS SOFTWARE SHELVING (N.I.C.) _-.5T TABLE ---._---- -- (N.I.C.) 4'-0" 7'--O 70-10"' CLEAR-- I , F2 99 5 WALL TABLE (N.I.C.) I le RECEIVING BREAK COUNTER I COUN R�SPACE I Sti O KRO M ! F2 00 8 WALL GRAPHIC PANEL (N,I.C.) C O ill-Olt9 4 �— — MANAO I r 211 1 KIDS TABLE (N.I.C.) I F�2 - NOT USED I F213 2 SOFTWARE SHELVING UNIT (N.I.C.) I E100 I - PROD. IND. BASIC 96" WORKBENCH I E101 2 LUMAPRO MAGNIFIER LIGHT i — _ —_____—_ I L� Issue Date 6Issue Description By Check -- E102 2 HIGH-TECH DRAFTING CHAIR 01 O6 2/ L --_- _ TEO BAP FURNITURE, FIXTURE AND EQUIPMENT PLAN ---- „ - 3 E103 2 METRO SHELVING UNIT (4) SHELVES DESIGN_CEVELOPMENT SCALE. 1/4 1'-0" BP-01 —Y_-_-- - - - -- - -- ---------- --- 02-07 18 03_-_-____.—___ SYC _ BAP____-. E104 1 SUPERIOR STORAGE CABINET -_ Permit E105 _ 2 CARI-ALL SECURITY SHELVES UNIT Q - E106 1 PLASTIC CONDUCTIVE CABINETAA -- I \�T�``) E107 1 VERTICAL FILE-4 DRAWER I z � - _ 7i -- - - E108 1 r ,,"HTQP SAFE. CAB.-PROTECTOSEA �) � E200 1 PEDESTAL FILE (2 DRAWER) - ( E201 1 - TASK CHAIR (WITH-ARM REST) _-- ----- --------- E202 1 24" SHRINK WRAP W/ HEAT GUN - - - --- i 76 E3 00 5 4 TIER, 18 OPENING LOCKERS --- - -- 12 CON COMFORT STOOL W/SEAT ARMS E301 1 HON - - - - - - -- - - - --�-- - - - - -- -�----- -- T HOOKS E303 1 REFRIGERATOR 5.3 CU FT F213 F207 F2.10 F206 AucN F210 F210 ALIGN F210 E304 1 MICROWAVE OVEN---., 0 0 0 _ — -- �� -� m--, c�uj EQ I EQ W, EQ EQ _ _ At cw ALIGN -- I E400 1 TASK CHAIR (WITH ARM REST) - �_ E401 1 PED FILE (2 DRWR) HON20000 SERIES E402 1 FLOOR SAFE, E1 1 EQ EQ F205 Ij BOLT TO FLOOR E403 1 WHITE BOARD ' X ' e s E602 - — - � E1 0 E404 1 CORK BOARD_ 4' X 3' F?O1 E600 YP00,� 4 TYP OF 5, C3 w E405 1 KEY STORAGE CABINET FOR 30 KEYS — El 1 E500 PER PLAN STANDARD SHELVING 48"W X 240D y W EQ EQ �' EQ EQ `� EQ EQ I \� E501 PER PLAN HIGH SECURITY SHELVING — ��'� A�r�. EQ F203 - EQ _ LL - -- - - -- _ ---- -- y . 200 -'f� � -� - :104 -� I i _- __ _ _E502 PER PLAN ROLLING SHELVING PACKAGE -- 1 - — 1— ►L M. Arthur Gensler ir . � . - T----= — E503 1 STEP S1 OOL Son Francisco, I )4 E10 FRAME, 8'- E504 1 A FIBERGLASS LADDERJ, _ ALIGN AuIN I E505 -1 - A FRAME, FIBERGLASS STEP LADDER LL, r 403 E30 �` W w a' I� - -� CO(FLAT TOP/HANDLE) _ 3 _ E506 1 PICK CART PEN -- -� Prolact Name -;;4s* E5 77 1 3-WAY CONVERTIBLE HAND TRUCK F213 F 004 F210 ALIGN F210 ALIGN F210 ALIGN - -------_ - APPLE COMPUTER INC. i 4 STANDARD SOFTWARE SHELVING- 1 3 2-WHEEL CONVERTIBLE HAND TRUCK - - --- --_._ Imo- � T .m i� — _ - - E9S — — _ — — _ Protect Number —� — --, - - 1--- - 01.3785.000 MINE E600 1 OVAL ITEM CAD Fit.Nems E601 5 KIDS STUOLS W� BLACK COVERS I:\01.3785.000\CAD\Sheets\aO6-Ol.dwg Description E602 5 GENIUS BAR STOOLS 30" TALL -- - - --- ----- :E ( FURNITURE, FIXTURE & EQUIPMENT PLAN MANAGER SALES AREA I I 1. ALL SALES AREA FIXTURES ARE PROVIDED BY OTHERS sial. I Rof.North I 0 1 2 4 8 A06,01 FURNITURE, FIXTURE AND EQUIPMENT PLAN ,� Wash14of ScRd.H10.9530 „ — (02003 Gensler SUP2003-00488.MEG2003.00489 SCALE: 1/4 - 1'-0" BP_Ol la or 3e NOTICE: IF THE PRINT OR TYPE ON ANY II' III SII llillll III III I I III III III I T IfI 'I' r1�Y1� Ifr Ill III I 01111111111111411 IIIIIIIII I�I I IIMAGE IS NOT AS CLEAR AS THIS NOTICE, � _ - __-1___._ -__-_ -__�__1__ L __.\__.____�,p___L__ _ ' x^ter, ITIS DUE TO THE QUALITY OF THE _ F11611111111111,tim ORIGINALDOCUMENT £ 8Z RG LG G G G 8 GTG G Lill�llllllll illllllll lllllllll lulu llllllillillllllll Iflllllll Illlilll llllluu luillii; lll►II 1�lII� 1�11(I IIII�N11 V 11K s, y rJ, t K , :� ;.. ...\ :' ,::. ,.. ,.!':'_ l.• S.L,d Y� ter„'. ... -......alt �. y, '1 dSIMON 100001— KEY NOTES APPLE I Washington Square ( 3`5 1 A00.00 AO .00 STAINLESS STEEL PANEL WITH 9585 SW Washington Square Road 3 -0 HIGH INTERNALLY ILLUMINATED Tigard, OR 97223 STAINLESS STEEL PANELS (2 LOGO EQUAL SPACES) - TYP. i BOTH SIDES (E) MALL BULKHEAD _ \ EQ EQ 6'-0” EQ. EQ 14'-0" -- - B.O. (E) MALL SOFFIT---- I- MR. (E) 1" REVEAL. A f (E) 1" REVEAL AT I NEUTRAL PIER ` i +• NEUTRAL PIER, TYP. V.I.F. 1 12'-0" � -C=-- B.O. (E) MALL BULKHEAD - (E) NEUTRAL PIER I REMAIN, •k_ �\ ` TYP. BOTH SIDES OF STOREFRONT, I I V.I.F. I - I Two Harrison Street (E) NEUTRAL PIER - ;I - 1/4 REVEAL AT Suite 400 METAI PANELS, TIP, San Fruncisco, CA 94/05 3 relephone 415.433.3700 _--- Gensler I Facsitrtile 415.836.4599 B.O. SOFFIT 14 A09.01 SINGLE 1` — THICKNESS NPER/GLA IS MANUF, SPEC1' 14 - I LOW-SRONQGLASS.TEMPERED 0'-0" FINISH FLOOR SALES AREA r CD 1/2" S.S. REVEAL AROUND (E) FIRE EXT. CABINET TO REMAIN �1 / STOREFRONT. PAINT i 4 10 14 • A09.01 (E) SURFACE MALL BASE A09.01 A09.01 A09.01 v; O 0'-0" A.M.F.F.- -- �' I MALL FINISHED FLOOR " t3 1 2 : 1/2" EQ. 6' 0" A09.01 EQ.Of - i ±30'-O" L.L. TO L.L. V.I.F. I � L �-t Issue Date 8 lave Description By Check ..,�� 01 06/27/03 - — TO - -_.BAP - i ■ 3DESIGN_DEVELOPMENT STOREFRONT ELEVATION SE-01-1 02 07/18fo3 -_ 5Yc BAP-_- SCALE: 1/2" =1,-0,. Permit ---- — ------ - k.. --- [MASTER GRID LINESMASTERGRID _ (I � I BRACING AS REQ.'D - SEE �--` — — BRACING AS REQ.'D - SEE I STRUCTURAL � I � STRUCTURAL f I ---(E) MALL BULKHEAD ABOVE � (E) MALL BULKHEAD ABOVE (SEE STRUCT. DWG.) FRAMING AND 5/8" TYPE "X" GYP. BD. -- -(SEE STRUCT. DWG.) FRAMING I A09.03 TO CREATE COMPLETE SMOKE & 5/8" TYPE "X" GYP. BD. I - - 6 TO CREATE COMPLETE SMOKE BARRIER BETWEEN MALL AND BARRIER BETWEEN MALL AND TENANT SPACES WHERE REQ.'D A09.03 w -. TENANT SPACES WHERE REQ.'D 4.14'-0" A.F.F. +14'-0" A.F.F. MALL SOFFIT - ' - ---- -- MALI. SOFFIT - �� 3 STAINLESS STEEL BEAD � I A09.01 � '\ BLASTED PANEL - �— STAINLESS STEEL BEAD - - ___.. -_ � BLASTED PANEL -- -_ _ I -- - - J -A09.01 I LJ LJ ACRYLIC LOGO INTEGRATED IN L _ I _ -- METAL PANEL - _- -I-- - - +9'.-0" A.F.F. -- _- --- - --I --- - - = B.O.9S,S PANEL � SHEET NOTES B.O. SOFFIT I t BEAD BLASTED STAINLESS j seauslgnaturo —_ LI N LIG STEEL PANEL I I ♦ GYP. BD. SOFFIT I GUEST COUNTER: INSTALL ABOVE GYP. BD., PROVIDE 1 47 M. Airhur Ge�u. Jr 1/2" DIA. GROMMET IN GYP. " san ffJll'_iSC0. BD. (DOUG MOCKETT PAG-1). 1/21' ALIGN LIGHT E W/ CENTERLINE E `,'Z� OF' EQ EQ. MATCH SOFFIT Project Name -- L_EA;ELiNE - GYP. BD. SOFFIT LEASELINE APPLE COMPOTER INC. - - P Project Number 01.3785.000 } I I A09.01 r , STORE_F.F. CAD File Name SLOPE - ---_� I: 01.3785.000 CAD Sheets a09-00-i.dw .■.. .� _ STORE F.F. I I 9 -- - -- — MALL F. . -- ---- y +0'-0" - _ — - -- MALL F.F. F " „• Description STOREFRONT ELEVATION AND SECTIONS _ J 5'-0.. Somali 7 1/2" I 9 scale - - - -- — — I A09.03 5,_0„ - -- -- --- SLOPE 1 0 2 4 8 16 ANAO Washington So.Rd.H 10.9530 SECTION AT STOREFRONT VESTIBULE 1 9UP2003.on466.MEC2003-00489 3 SECTION AT WINDOW DISPLAY (c�10030enaler 1501 38 �� - � SCALE: 112" = 1'-0" WS.-02-ALT SCALE: 112 - l'-O" W5-04 a NUTIGE: IFTHEPRINTORTYPEONANY rl' r 111 ill I�I Illll�t III rel I�III�I ILr I;I rel r�T rlr tit I�r ISI 11t 111 11i ISI tIr �l III'I�r 1II ISI lel ISI 111 tit I�r III III (�I 1�I IjlII�1lll I�I I(I I�fltll ISI ISI ISI 1 -I - 12 13I 14l I I 15I I I I GI �. I 17I I 18I I 19 I 10 /,��u. 2 0�00�,( IMAGE IS NOT AS CLEAR AS TN;.i NOTICE, L_ � _I --- -- -- ---1------ _�L- _ -.rL __1 _ ._ l. ..----------- --1-----_ ---1__—__(t---- ...___��J / ITIS DUE TO THE QUALITY OF THE No 3e - . - ORIGINAL DOCUMENT �E 8Z 9Z LZ 9Z Z 6Z ('� Z [Z Z 8T BT LT t 4T fit Et ZL Tt I t e L�I9 1L. T�uIillllll1l IIII 11�� IIIII11�� 111! 111 IIII�!III 1111 ��il �� IIIIIII1III IIII IIII IIIIIiII IIII1IIiI IIII1IIIIIIIIIIIIIIII II 11�� ill �� Ill� I�� ►�I 1�� 11111 Illllllll II1IIII�� IIII IIIIIW 1111111 ►►111ll1Ll I 111I�111L11111N11 , ,L an `'ficj'ahrrak�" 71�I ' • i�-` r' ��'� �'�,tw�.tu'��'„� - q !'w ��,�;'�a 21H,{ t•��p.t,, :ri ,�Iyti � y I r.. � ! F ,, r +. „a ,gN`yT"a '. ✓tiit�'� 1, ,t: .�v.'. k v ' ra�F lk u ^�d't. �L , . ,i, �.. ! ,-.•c, .,.:),, w ... Nim , f r — KEY NOTES APPLE . 112" MIN THKNESS LOW IRON E EASELINE ---_---- - STAINLESS STEEL BEAU TEMPERED GLASS PER BLASTED SOFFIT MANUFACTURER'S SPECS/REQTS. 1/4b '. LOW IRON TEMPF,iFD GLASS 1/8" REVEAL Washington S LOW-IRON GLASS DOUR MALL SIDE - Z 9585 SW Washington Square Road -REMOVE 1/4 OF GLAZING /�, CHANNEL FLANGE THIS SIDE 3-3/4" X 1-1/2" X 3/16" 4- a3 /� _- _ ________ - Tigard, OR 97223 dix, ALI / STAINLESS STEEL CHANNEL LAMINATED LOW-IRON GLASS NOTCH EXTERIOR LEG TO _ AS SPECIFIED oo RECEIVE METAL CLADDING - --- -- -- z #10 SCREWS Al- 12" O.C. TYP. --- ____ _� _� � _ II IN SH i -i MATTE DARK CRAY o -- ' ---__^_ ' -- CLOSURE PANEL Z r LLJ IL X16 - a a BUILT-UP BOX STUDS - I T SI S.S. GLAZING CHANNEL- W/ ALIGN BRUSHED EDGE FINISH STAINLESS STEEL BEAD " / I BLASTED CUSTOM COVER /i i� `�� -- j 1 2 REVEAL PER �'' 1/4"/ '1/4 PLATE. COORDINATE / GYP. BD, SOFFIT /j LANDLORD STANDARD Ile OPENINGS FOR RECESSED DOOR PIVOT, FASTEN WITH ��, (E) NEUTRAL PIER & ___.____.__- Two Harrison Street FLUSH SEI SCREWS FINISHED FIRE HOSE CARNET TO Suite 400 TO MA i CH PANEL MASTER GRIG LINE Sun Francisco, CA 94105 f` REMAIN, TYP. Gensler Telephone 415 433.3700 Facsimile 415.836.4599 K RCP � DOOR JAMB 12 STOREFRONT JAMB AT NEUTRAL PIER41 SCALE: 6'= '-0" DR—GLASS3.DWG SCALE: 3" = 1%0" sf86_i 4 MASTER GRIDLINE AT Ms A TER GRID LINES LEASELINE F.O. GLAZING - LOW IRON TEMPERED GLASS ACCESS f�FCK FOR LOGO , - 3/16" THK. BUILT-UP DOORPl1LL, SEE HARDWARE LIGHT FIXTURE AS REQ.'D STAINLESS STEEL SCHEDULE - TA y CHANNEL - EXPOSED POERAA04.pTION OF SPRINKLER FACE TO RECEIVE LOW IRON TEMPERED -. - BRUSHED FINISH THRESHOLD BELOW PROVIDE ACCESS HATCH GLASS DOOR ABOVE vA TO SHOPPERTRACK A09.01 _ \ --- ( ) - PUSH THRU ACEI.i_IC LOGO I SS LOCK COVER BELOW - I WITH DIFFUSED PLEX H'UDEN FOR CLARITY SHOPPERIRACK I SEE DET, LAMINATED WITH OPTICALLY 1 EXIT SIGN 3/A09.02 CLEAR ADHESIVE FILM - _ -_i____L�—� I I -- BOX BEAM - SEF INFILL WITH MALL TILE AS 1 -- -- -_.-_ _ .�T� - =-�-. _-_ I� STRUCTURAL REQD. VERIFY EXT. RAMP FULLY RECESSED FLOOR ---- LNG REQD 'U MAINTAIN � _ 3/16" BEAD BLASTED CL.OSER (DORMA BTS) I 1:50 SLOPE ►SAX L _ _ ;TAINI_ESS STEEL PANEL 1/4" 5 7 8 GYP. BD. -- -- +8'-6" A.F.F. +9'-0" MAX a OT I DORMA 'ATCH FITTING I - t _- - -�B.O. SOFFIT I J a ONE FLOORING ON II � f' SETTING BED t -J 1/2" LOW IRON _ EQ. -- -- '-EOE_ / -- -�- TRACK LIGHTING BEYOND ENTRY RAMP_(IF READ) r L SHOWN DASHED SLOPE 1:50 MAX U TEMPERED GLASS ( ) 5/ " 5'-0" 7 1/ STORE SIDE MALL SIDE ; 1 Issue Data S.Issue Description By Check STOREFRONT GLASS DOOR JAMB 1 PLA11i OF DOOR c� CENTER 11 STOREFRONT SECTION AT ENTRY __o� c��18 - SYC BAP SCALE: 3" = 1'-0" Sf91-i_e SCALE: 6"=1'-0" DR-GLA,SS2.DWG SCALE: 1-112" = 1'-0" sf87_i 3 Permit sees MASTER GRID LINE - LEASELINE I SEE STRUCTURAL DWGS _ S.S. BEAD E'.ASTED TYP. I METAL_ PANEL SYSTEM, j „ r. MASTER GRID LINES -{ - =-ASELIN] ,1 3/16 STAINLESS l- II STEEL BE AD ( 1 DOOR IOP PIVOT BLASTED PANEL I - - (' - - -- DISPLAY TRACK, SHOPKIT S.S. ANGLE AT PIVOT ALUMINUM CHANNEL #T3.1 BY BOX BEAM - SEE = - �� _- B&N INDUSTRIES -----� _---- � STRUCTURAL CWGS , I 10 ; - - - GLAZING CHANNEL r RECESSED LINEAR, DIFFUSER A09.01 NOTCHED TO RECEIVE PER MECH DWGS _�- 1/8" REVEAL_ EACH SIDE I ---- _ -� _- - _i --• �.. I- _ METAL PANEL ! �� _ �. DOOR _ �_ -- -- 1 'air--- _—_ - -- — BE3/16" 'D BLASNEDSSFANELL -----_—_- - -__ - ------ ----_ " PREFINISHED MATTE GYP. BD. - 5/8 GYP. BD. - 1/4 DARK GRAY CLOSURE f U -- REVEAL i, PANEL J-MOLD - m �I - +`s'-6" A.F.F. (+9'-0" MAX) "- 1/2" THK LOW IRON SHOPKIT B.O. SOFFIT _-- GLASS ENTRY DOOR ALUMINUM 3 1/4" ALIGN OUTSIDE FACE OF -- _ ------ LIGHT FIXTURE ----- --- __ - i � [FLANNEL. ?�T3.1 GLASS WITH GRID LINE 5/8" GYP. 8D. BY B+N (AS SCHEDULED) INDUSTRIES �., I ---- 1/2" MIN THKNESS PER GLASS _- } � .-1 - MANUFACTURER SP�;jRQ1S. - HEAD AT STOREFRONT ENTRY � 4 SECTION � STRFT WINDOW HEAD 5/8"- EQ, -' EQ. EQ. EQ. EQ. ! EQ. TEMPERED LOW IRL�N GLASS I SCALE: 3" = 1'-0" SF10 SCALE. 3 - 1 0 sf96_i ____-_ �.-� ______�- _- __. _____ _._..___ 1 _. __.-_ _ -_ SHEET NOTES LSemi/Signature _— MASTER ARID LINE � DOOR Ar thur Gensler 1 [MASTER GRID.LINE 3 1/4" 1 7 1/�' - I _3 1/4N son FranCISt�. FROM F.O. 'f' =- START OF LAYOUT GRIL' ALIGN OUTSIDE FACE OF:, 1�-8 1/2" 1�-6 i/2" 1'-b 1/2 ;LASS GLASS WITH GRID L IPJE i _ OF 61 -- 1/2' THICK TEMPERED I LP-).ot Name M�THL PANEL BEYOND 15 1 _9 STORE ( MALL I'OW IRON GLASS TEMPERED LOW - - Al2.05V- IRON GLASS STORE MALL BUILT-UP 3/16' THK. I -- RECESSED DOOR CLOSER --- � INFILL Wj MALL TILE AS REQD. APPLE COMPUTER INC. / UUl,ivir9 BTS STAIN[LSS STEEL GLAZING VERIFY EXTENT OF EXT RAMPING STONE FLOORING ON I CHANNEL-EXPOSED FACE S ProjectNumber '— REQD TO MEET 1:50 SLOPE AT SEiTING BED I INFILL `,N/ MALL TILE AS STONE FLOORING 0 BE BEAD BLASTED TO ENTRY 01.3785.000 MATCH WALL PANEL CAD File Name ALIGN REQD. VERIFY SLOPE REQD ON SETTING BED j _-STORE F.F. � �---------- - I TO MAINTAIN 1:50 RAMP EPDXY GROt1T- MATCH i - _ _ -__ ___ I:\01.3785.000\CAD\SHEETS\AO9.01 - - C _ -- �_- MALL JOINT n a .. r. L +0'-0" Description -- ------ I ^r L �--- _ - - MALL F.F. STOREFRONT DETAILS , - - -- -- -- e - o - >n - - - N - - INFILL W/ MALL . -= TILE AS REQD TO _ r _ 1 } y 'MATCH EXISTING. DISPLAY TRACK, SHOPKIT I RECESSED MOUNTED JUNCTION STONE FLOOR ON SETTINC BED stele - �- VERIFY EXTENT OF ALUMINUM CHANNEL #T3.1 BY BOX, SEE ELECT, DRAWINGS EXT. RAMPING REQD TO '"FET 1:50 B&N INDUSTRIES 0 ? ,1 8 _16 SLOPE A09,01 fi w SECTION AT DOOR SILL SECTION STRFT WINDOW SILL STOREFRONT SECTION WIND W DI PLS „ Washington Sa.Rd.H 10.9530 SCALE: 3" = 1'-0" Sf101_i 13 SCALE: 3" = 1'-0" Sf 100—i � SCALE: 1.112"= 1'-0" � O � �� BUP2003-00466,MEC2003.00489 4 I -- Sfg9_I_fOtTIP 02003 Gensler 18 of 38 - NOTICE: IFTHEPRINTORTYPEONANY rj'I'jt 'jll j"j'I'jl 'jlll I Ijlllll IIIA 1111IIjl 111I1�i IIII111 VIII 1111111! 1111111 111�II1 1111 11111111 11111 1'1111111 11111 11111111 I(I I 11111111 1111111 111111 II .I I ( ,u �y/ T 4[ _II �l �� l fill ;Uoy IMAGE IS Nn +S CLEF,R AS THIS NOTICE, r 11 IS DUL �J THE QUALITY OF THE _ -- _-- tt" N0.30ORIGINAL DOCUMENTZT"!� �ZTA _ „Ifil111„II !,►j1—” lllll uu�1►Il�ll,l�lullll►ll►ul IIIIIIIII I,III Ilu!IIII ILII IIIIIIlI! IIIj1N,11'11111 IuliLilj IUL�LLI!llul TILL IiLLll,ll IIu�Il[IIi!L�>Li>. a d itilu�, I'll I ! � ,A i. f Y a Is:• 100 KEY NOTES I SHOPPER TRAK APPLE BOX (4--1/2' X 4-3/4') - - ton Square DATA PLUGS Washing r 9585 SW Washington Square Road Tigard, OR 97223 1-1/2' OIA OPENINr' _ IN AOTTOM i ENTRY DOORS - EYE (BELOW) 2» _ WIRE SPACE 1/2' 12' - 18' FROM EDGE OF DOORS ► EYE do 1-1/2' OPENING Two Harrison Street PLAN VIEW LOOKING DOWN FROM CEILING CAVITY A80VE Suite 400 San Francisco, CA 94!115 Telephone 415.433.3700 Gensler Facsimile 415.83h.4599 PLAN 'VIEW OF SHOPPER TRAK 4 SCALE: HALF SCALE SF84-1 Tf CAT-5 PLUGS SHOPPER TRAK BOX - - _ WIRE WHIPS - - SEE DET. 4/- INDICATOR LIGHTS -- I WHITE DOUG MOCKET NEW 5/8- GYP BOARD " __ __._�_� GROMMET MG-1 -- I ! W CEILING (MAX HEIGHT: 5/8") 1-1/2" 2" ODENING WIRE SPACE , 1/8" REVEAL EYE LOCATED 5/8° MAX ----- -- -- FRY #DRM2-JU-125-1. MOLD ABOVE FINISHED F.O. GYP. z � BD. SOFFIT 12' - 18" z �S- J Ci Q I. Z� Issue onto 6 issue Description —,V B;— mock SHOPPER TRAK DETAIL (GUEST COUNTER) _ 01 07/18/03 _-- SYC BAP '3 _ - ;ALE: HALF SCALE SF83 Permit 5'-0" I ASTER GRID BA09E _ r i / OF SGFI- , A09.01 I TO OUTSIDE F.Q. GLASS I - I� LEASE LINE I LEASE LINE �-- -l(i-9r`-STORE/ENTRY— � _- - c IT OF STORE/ENTRY EQ "Al _.... _......... .. - I *- !' - GUEST COUNTER: INSTALL (, I I ABOVE GYP. BD., PROVIDE 1 ? l- 1/2" DIA. GRUMMET IN GYP. MASTER GRID !_INE EQ EQ I �110 EQ BD. (DOUG MOCKETT #MG-1). SHEET NOTES I I - -- -- - ALIGN HOLE WITH CENTERLINEI Seel/Signature OF ENTRY. PAINT TO MATCH .. SOFFIT. SEE DETAIL 3/- A I I ' ' ( LINE OF MASTER r -- SHOPKIT ALUM. CHANNEL #T3.1, L� a - I LAYOUT GRID - STOP TRAC( TO ALIGN WITH ;L M. Arthur Gena SEE A00.70 I EDGE OF STOREFRONT. SEE San l ,ncisco, f y1A 12/Al2.05 FOR FASTENERLINE OF TOP OF _ +_ PATTERNRAMP. START IGN STONE FLOORHERE AND WORKIProject Name BACK. SEE II E I 15/Al2.05 I AP�'LE COMPUTER INC. 1'-6 1/2 1'-6 1/2' 1'-6 1/2 I - - �;,, 3 1/4 - DISPLAY TRACK I � � � � � ProjectNumber r.; 1 - 2 1 - f2" 1 -6 2 / 01.3 785.00 SHOPKIT ALUM. CHANNEL #T3.1 __�_ -- 7 1/2 - ICAD File Name -7 1/2" (FLOOR AND CEILING) -5/8"'R41 E I 1/4' I:\01.0700.000\CAD\SHEETS\AO9-02-1 I A LOW IRON GLASS FOFF T INSID� F.O. GLSS f � Descrtptton 16 ! STOREFRONT DETAILS ` Al2.05 TYR I I INTERIORS LEASE LINE I I Scale I 1 / A09.01 —- ..I / \E _ 4 -- -- �� A09.01 0 SCALED NOTED — A09.,02 ENLARGED STOREFRONT PLAN 5 ENLARGED STOREFRONT CEILING 1 Wa9hingtonSq EC 10 .004 0)2003 Gensler BUP201700488,MEC2003.00489 SCALE: 112" = 1'-0" SF_PL.AN1 SCALE: 1/2" = 1'-0" SF_PLAN2 +nor 3e I ' '--:r t'if.i�:sN""�"1,.... . ..• '� >��SAM�C''sw97GR�d`i'4w�...;; NOTICE: IF THE PRINT OR TYPE ON ANY rlr'III SII IhI�III II! III I�jI III III III I t III fII 111ft11 Ir? 111 III I VIII III�II1 1'tl�l't'JI VI�II�jI�III III III 1111111 III III I�I, III III III I I IJIIIII IIIIIII1III III I;I IMAr-F IS NOT AS CLEAR AS THIS NOTICE, I I 14� agl I- . 11—L--4 I I �7ZL / IT IS i'UE TO THE QUALITY OF THE _ _ No 36 w. 7RIGINAL DOCUMENT � — i►il Illi�( �II Ifll Illi�llil Illl�llli�l il�llfl Illl�illllil(I IliLllli�ll+l illl�lllllllll�lli► Illi�llll IIII�IIII Ilil�llil iIII�IIiLllll�llllillli�llll Illl�lill li!i�llil�filf�llll!(lll�l(IIIIIfI illi Illf�llli IIIIWllllll.�ll�lll 11LI1LT�Ill1111ll111L111 IIIIINII) ;y �y i KEY NOTES APPLE Washington s 9585 SW Washington Squarf; Road Tigard, OR 97'23 I iI 1 Two Harrison Street Suite 400 S'an Francisco, CA 94/05 f p` Tele 6 h 415.433 3700 Gensler Facsimile 415.836.4599 ;,. - - --- PREFWISHED MATTE VERIFY EVEN ILLUM. OF LOGO ---t DARK GRAY PANEL NO SHADOWS --- - - - _ — -- — --- METALUX FLUORESCENT STRIP I \ FIXTURE #STN-296-HO12OV-LES-20 1/4" ' 1�4• 1�4e OR EQ. STACK WITHIN WINDOW OPNG TO ENSURE EVEN ILLUMINATION OF LOGO 1/2" 1-1- 4. -�--m - - -- _ _ _ .- II l--TYP. PANEL CLIP I 4" -GYP. BD. TYP. PANEL CLIP i -DIFFUSER & FRAME -_- 3/16" STAINLESS STEEL GYP. BU. �--TYP. LOGO CLIP 1---ACRYLIC PANEL BEAD BLASTED PANEL 3/10" BEAD BLASTED ---SECONDARY CLIP STAINLESS STEEL PANEL a LIssue Date 6 IsYue Description By Check 01 07/18/03_.._ -SYC BAP SECTION aMETAL PANEL JOINT 7 SECTION @ LOGO PANEL 3 i SCALE: :Z" = 1'-0" sf93_i SCALE: 3"= 1'-0" sf94-i Permit _ MASTER GRID LINE - — - co ALIGN 6 a - MALL BULKHEAD N ABOVE, TYP. V.I.F. 3/16" STAINLESS STEEL ---- BEAD BLASTED PANEL PREFINISHED MATTE DARK ----- - TYP. PANEL CLIP GRAY CLOSURE PANEL l GYP. BD, -- --- -_- -- 3/16 STAINLESS d�` 1 4 3 STEEL BEAD �Pei BLASTED PANEL - - - -� T METALUX FLUORESCENT 3» - CLIP (BEYOND) STRIP FIXTURE #ST N-296-HO12CV-LF 3 20 �* OR EQ. STACK WITHIN �.^ DIFFUSER AND - - WINDOW OPNG TO ENSURE - p FRAME EVEN ILLUMINATION OF LOGO - - ---- - ENSURE NO SHADOWS I SECTION @ LOCO PANEL HEAD 6 VERT. SECT. @ MTL PNL - INSIDE CNR 2 SHEET NOTES I SCALE: 3" = 1'-0" 095iSte' 3" s 1'-0" 099i5eal/signature a 2 1/4" 6 3/8" '1f f _- -----._ -,--- DIFFUSER AND FRAME �c�� 'U ACCESS DECK FOR - - -- =iSH THRU ACRYLIC LOGO ` f LOGO LIGHT FIXTURE WITH DIFFUSED PLEX 3" M. Arthur Gensler Jr (AS REQ.'D) e LAMINATED WITH OPTICALLY San Francisco, CLEAR ADHESIVE FILM - -- tA - METALUX FLUORESCENT STRIP U ' �)�� - FIXTURE 3/16 STAINLESS STEEL - - - - - _ STN-296-HO12OV-LE3-20 OR BEAD BLASTED PANEL I Project Nome EQUAL STACK WITHIN WINDOW OPENING, TO ENSURE EVEN WELDED STUD - I' SII II APPLE COMPUTER INC. ILLUMINATION OF LOGO ENSURE 1/8" THK. CLIP -- - NO SHADOWS SPACER ------ Project Numbs. V-� - �; I _ � Ji 01.3785.000 f i -^- 2" X 2" X 1/4" ANGLE - - ! CAD FIIa Name BOX BEAM - SEE STRUCTURAL I:\01.3785.000\CAD\SHEETS\AO9.03 B.O. STAINLESS STEEL PANC:_ TO -�� I� 1 3/16" n� Deacrlptlon I�STAINLESS STEEL FOLLOW SLOPE OF FLOOR (IF ANY) — --- ---- BEAD BLASTED PANEL STOREFRONT DETAILS i - r:- ,. LEASELIN] _ 0 2 4 8 16 _- MASTER GRID LINE � I X-_1.2" A09.43 SECTION a'7 LOGO FANEL SILL SECTION THRU METAL PANEL - SILL VVeahiJ-0046 ,MEC210.9530 3-004 SCALE: 3" = 1'-0" ``� sf97i 5 SCALE: 3"' = 1'-0" sf103 i � 02003 Nneler BUP20080o0agg,38C2003-00489 •.t�ItA NOTICE IF THE PRINT OR TYPE ON ANY ;CDIMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE _ No se - - ORIGINAL DOCUMENT £ T t38 L� 9>s L 6� t R'[ LT T 4[ —6T ST �R L 9 9 ��►� lil►lii►►IIIIIHII��Hill ►►►I►I►�►I I�II{il��I►I►IIIII IIIIIIIII�IIII IIIIII►►I IIIII►IIi IIIIIIII► IIII IIII II►II►III IIIIlIIII ►III III► ►►►►IIII IIII{I►►I ►II►lIl lllllilllilllllllllll ►►illlll INIIIIIIIIll IIIL��I L�I� II►I�NI► �y q. 1 SAY i5 kt 5 .Sli'.:'«4SV9°X - KEY NOTES APPLE g A09.00 O . .... _ —, 3 - -� --G_YP. BD_. WALL P, -- -- ---�--- — —_ �- W ashin ton Square Al2.0 PP 7 _ 9585 on Square Road SALES CEILING ............ _..�.._...� - igard, OR 97223 .. SEE RCP EQ. EQ. ( I EQ. EQ, i f-EQ. EQ. EQ. EQ. ' ❑ ❑ QUAD J-BOX ►I NOTE: SCREENED LINES REPRESENT (TYP) MASTER LNAYOUT iGRID DATA LINES J-BOX SEE AOO.70 SALTS F.F L MOVIE A1i`oa Sv _FTWARE Two Harrison Street TYP. Suite 400 San Francisco, CA 94105 Gransler Telephone 415.433.3700 Facsimile 415.836.4599 INTERIOR ELEVATION SCALE: 1/4" 1'-0" IE-00 1. GYP, BD. WALL P1 1 3 9 Al2.08 Al2.07 A09.OU SALES CEILING -. - - _ _ - ..: - � ._-• — - -- - --- - __ -- — — SEE RCP i QUAD J-BOX I EQ. EQ. (� — — — — — — I EQ. EO. ool EQ.-- EQ. EQ. E -I--FIRE STROBE AND HORN IF REQID � - T _ — � — ,HERMOSTAT SENSOR IF REQ'D --M.— TTI I --- I -� RECESSED FEC. of SEE 6/Al2.01 ( II iG iv �.'k— ❑ 0-i_j I I o p I 0' 011 SALES F.F. — — — )OFTWARL KIDS DATA LINES GENIUS L -ATION MUSIC 6 (TYP) J-BOX (TYP) TYP. SEE 9/- us Date&Issue Description Sy Check INTERIOR ELEVATION -o, DESIGN 3 TEo BAP_ „s IE-00 _-DESIGN DEVELOPMENT SCALE: 1/4 1 -0 �--� OZ__07 18 03 SYC BAP Permit _ EQ.- EQ. SALES CEILING CONVENIENCE OUTLET SEE RCP d J w E o - ENTRY SOFFIT - - �SEE RCP F �� 2 I/2 21 1 /2" * ,, MASTER LAYOUT GRID , I 1/2" TEMPERED LOW M IRON GLASS --SCHEDULED FLOORING " -- - I ---- 0'--0" CN SALES F.F. EQ 6'-0" EQ NOTE: IN A SINGLE DUPLEX SITUATION, MAINTAIN SIMILAR 2 1/2" SPACING FROM CENTERLINE OF COVER PLATE TO LAYOUT GRID. 10 CONVENIENCE OUTLET AT SALES INTERIOR ELEVATION 2 SHEET NOTES SCALE: 1 1/2" = l'-O" PWRO1 SCALE. 1/4 — 1 .0 IE-00- ease LSeel/Signature M. Arthur Scnsler Jr 2 Al2.03 San Fran,, c SCHED. PARTITION OF O�`�U 13'-10" LONG W REMOLD ALUM. RACEWAY WITH (— TWO CHANNEL PPE-WIRED BARRIER MTD. TO f I � SALES CEILING l—FINISHED SALES AREA WALL Project Name IM11 EQ_. EQ. SEE RCP WALL TABLE FIXTURE BY OTHERS, EQ. EQ cy EXIT SIGN APPLE ;;OMPUTER INC. SEE FIXTURE PLAN FOR LOCATION w l PAINT P1 Prosect Namber - - --- — i f FIRE STROBE AND HORN- F �I, QUAD J-BOX +-� _ THERMOSTAT SENSOR TYP i 01 File Name — - --Y----- ( ) � SEE 4/A11.01 CAD File Nrms - `� I LA: -�; -' � ,.i._ ..,� � D�DEPIronFILESPECiFICATION�� E RECESSED FEC. SEE 6/Al2.01 -ge `' o I CABLE MANAGE►".ENT SYSTEM BY - R o SALES AREA ELEVATIONS I ` j I OTHERS in HORIZONTALLY ORIENTED DUPLEX , _ 0'_O" Scale _ c.l RING ON QUAD J-BOX � r I I SAL_S F.F. EQ. A EQ. A �q A -6 EQ. 9 EQ. B 61--311 tt 0 1 2 4 8 Al2.04 OF SALES AREA Al I w O O JUNCTION BOX AT SALES INTERIOR ELEVATION � BUP200300488,MEC2003-00 89 ' � � IEoo c�2003 Gensler 190f 3e SCALE: 1 112" = 1'-0" PWR02 SCALE: 1/4" = 1'-0" tis�s� 0000M Is oNsomponom 1 10- NOTICE IF THE PRINT OR TYPE 01 ANYI I III IIIiIII IIIiIII1III 14 III III III I I III l l l III 1111 III III III I I III III III ill III 'I I III I I III III III III III III III I III III III I IIII l l I I I I I I I III III VIII I �Ii � i �Ii � l4i � i �Ii � ► li IMAGE IS NOT AS CLEAR AS THIS i.OTICE, �_-._..11 �l L. L�_____.61_� •I I___ I__ 8� I _ ��_ I _��.. �1 1`' ITIS DUE,rO THE(QUALITY OF THE _ _ _ __ _ -T--Tz- _ "°'eORIGINAL DOCUMENT f. 617, B1Z LZ�BZ Z 6Z fiZ G tZ- -_ Z At Bt Lt 9t 9t ibt St�Zlt I t �e� L 9�1�4 �t �9 ZIII Illi IIIIIIIII III► llllIIII Ill IIIIIIII►Illllllllll IIII Iill ►II► Illl�l ill�llll►(► llll Illi IIII►IIT► Illi IIIIIIIII III►�I►II IIII Illi IIII►I►I II lil IIIIIIiI►�IIIIIlllllllllllll�lll►�IIIiIIIi►Illl�ll 11Illllll�llil>L'lllll►Ll� llll�llll llltllullllllNlli KEY NOTES APPLE Washington square 9585 SW Washington Square Road 6 5/8' SIGNAGE AS SCHEDULED. Tigard, OR 97223 DIMENSIONVERIFY SIGN 30 AND LOCA-PON NTH PERMANENT SIGN PACKAGE. SEE AOO.08 KEYPAD AS SCHED. T —M •1' w: li ty O Q <D d SCHEDULED BASE J0, Two Harrison Street Suite 400 Sun Francisco, CA 44101 Gensler Telephone 415 433.3700 Facsimile 415.836.4599 TYP. BOH DOOR ELEVATION 4 SCALE: 112" = 1'-0" I COAT ien EMPLO)EE REESTORATTIION HARDWARE / „ TYPO „ \� !LOCKERS - I #24140999 ATTACH TO COAT HOOKS ON PAIN.' / WALL ON GRADE 1X PINE PROVIDE BLOCKING AS \ \ \ \ REQ'D. CAULK ALL 1 ROUND. \ - ease CORNER GUARD Mal NSI I \ \ \ \ \ STOCKROOM= (2) BOARDS, (8) COATHOOKS TOTAL APPLECARE= (1) BOARD, (4) COATHOOKS TG i AL MANAGER- (1) BOARD, (4) COATHOOKS TOT",L Issue Date&Issue Description - By :he:k ELEVATION 01- DESIGN_DEVELOPMENT SYC BAP COAT HOOK ELEVATION 7LOCKER 3 SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" _. 02 07118 03- SYC BAP Permit --- 1I I I I I I VARIOUS CONDUIT/WIRES INTO DATA WIRES TO DATA — I EQ. 3P-6' 3'-6" EQ. "! I I I I PORTS THROUGHOUT TYP u TERMINATION CABINET SORE _ ` ------ ADJUSTABLE SHELVES 1" P.LAM SHELVES W/ P.LAM EDGE BAND (TYP.) - 12 DEEP / SHELVING SYSTEM --- - - K ON CASTERS - — STRAPPING LOCKABLE TERMINATION °- DATA RAC -- CABINET (4'-6W X 8'-E"H X - INSTALLED BY DATA I I LOCATIONS & SEE ELEVATION 1'-4" CLR,) CONTAINING CONTRACTOR \ MOUNTING HEIGHT f FOR DEPTH VARIOUS ELEC/SECURITY/PHONE EQUIP. \ / hm, � RECEIVING/BREAK COUNTER PULLS 4" WIRE BRUSHED ALUMINUM PIN & TUMBLER - — - SLIDE BOLT LOCK TWO KEYS I - c. CONTINUOUS 1-1/2" X PER SPECIFICATION EACH i_l 1-1/2" STEEL ANGLE AT - C.4 DESK ENDS, TYP. ALL to - - � BOH DESKS - 1 _y- ID SCHEDULED FACE OF WALL — BASE np a RECEIVING / BREAK AREA ELEVATION ' SHEET NOTES IE_O11NT seel1slynaturo SCALE: 112"■1'-0" - -- - A---- 2'-5" U.N.O. "' "' --- ^ s CUT OUT FOR WIRING. CUT - _- -- J10*1 SHALL UE MADE IN FIELD L, ` " _EQ. V.I.F. H. EQ. 3—6nllnl;l c,ll,ier ° o TYP. SPECIFICATION -- - ADJUSTABLE SHELVES 18 D PER SPECIFICATION EEP. SEE 13/- FOR OF 0'�.�`� STRAPPING LOCATIONS & _ — —_— �— \ Project Name 1 4 ---� MOUNTING 4EIGHT �_—_T_._ I IDE CLE R VCR MONITOR, RECORDER, APPLE COMPUTER INC. WHITE MELAMINE INTERIOR i—� LOCKBOX & BRACKET. 2�_8» 2�_8» 1" P.LAM COUNTER W/ P.LAM o Project Number \ `� COORINATE EXACT LOCATION EDGE BAND TYP. - _ WITH APPLE CONTACT PRIOR — I - — 000 TO INSTALLATION CAD PER SPECIFICATION _ 85. CFile Name I vMANAGER'S I:\01.2700.000\CAD\Sheets\a11-01.dwg GRASS #3803 HINGES l DESK l Description _ z ° BACK OF HOUSE ELEVATIONScr- e ' m _ CONTINUOUS 1-1/2 X o CONTINUOUS 1X4 LEDGER I. --�- �— I� - -- o r� Ir, _- '� 1-1/2" STEEL ANGLE AT :t t BOARD, f�AINT P1 II I N _": :. II i II I DESK ENDS, TYP. ALL --- - scale II V• II N DOH DESKS 71 —Me"PROVIDE 10"W, 16GA. SHEET T METAL STRAPPING ON —_JI IL CENTERLINE OF FASTENER FOR �--- 0 0.5 1 2 4 ATTA(TYP. NT OF AT BRACKETS) 13 Al 2.04 BASE - ,� Al 1 .01 l Washington Sg.Rd.H 10,9530 j SES;T iON AT COUNTERTOPS SECTION THROUGH CABINET 911 MANAGER ELEVATION 5APr LECARE ELEVATION � BUP2003.00466,MEC2003-00489 r - " = 1'-C" MW04 1 3 " : SCALE: 1/2 ■ 1'-0-- NOTICE: �zoo3Qansrer 20 of 3e SALE: 1 1/2 SCALE: 1/2 1 -0 SCALE: 112" = 1'-0" Y``( • q1p+I�tvNnrnvmt+nv+�mrn'evr,nuanerP emww+w+aws,ro.rdrn,-nsrrw•*.:�,.,.. �.�a..',., ..:,.;.,>�. :,`,�.a9t"-;, -.. I �,^�r,�xdS,�f�hlt'. ��r' - , I I I I I I I I I 'I I i 1' I I I I 'I I III �I I I I I I I - I ... _ ..i1r-- 12NOTICE: IF THE PRINT OR TYPE ON ANY IIIIllhlII III I I III I III I I II! Ire lIMAGE IS NOTAS CLEAR AS THIS NOTICE, t _ jl . l - — -- -- I —i.. L–_ • ---. 1 – -- - �1Nae _� IT IS DUE TO THE QUALITY OF THE _ _ _._ _.. __ ___ ___.._ _ _ _ 6ORIGINAL DOCUMENT ajC� �9L 88 �LL BTT �Z 6L ti L TS O7 Ol 8I Lt 9t 4t 6t ST Lt iT i 6 18 L 9 9 4 6 L lnu» IIIIIIIII�IIIIIIIII�IIII IIIIIIIIIIIIII�IIII�IIIIIIIII�IIII IIIIIIIII IIIII�IIII Ifl II III�IIIIIIIII II!IIIIII�IIfl�llll 1111 ll!I�IIILIIII�II!I�IIII lIII lIII 1111 IIII�IIII IIII�;;II�IIII�IIII Illlllllllllll I!illll!II1111W111U11ll11�1111 'Lll llllll.l llll1lll11lll 1111 IIIIINiI I MONS TOILET ROOM HARDWARE/ ACCESSORIES SCK, 'DULE KEY NOTES TYPE DESCRIPTION APPLE MANUFACTURER PRODUCT K9. I QTY PER T. RM. IFMARKs O TOILET ROOM - FOR ACCEJJIBILTY CLEARANCES __ -- — — ---—-- -- -- -- SEE SHEET A00.40 O2 NO CLEANUIJTS IN TOILET ROOMS OR PUBLIC AREAS. • _ __ ------ Washington Square LIQl11D SOAP DISPENSER BCBRICK 8-306 1-- TRAP PRIMERS TO BE IN JANITOR'S CLOSET, 02 PAPER TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK B-38034 I REPORT SITE CONDITIONS BACK TO ARCHITECT. Q F1.00R DRAINS- 6' O.C. FROM FINISHED WALL 985 SW Washington square Road Q TOILET ROLL HOLDER BOBRICK 8-6977 1 - ---• ___._. ___ TOILET ROOM SINK DRAIN PIPE TO BE INSTALLED Tigar Q TOILET SEAT PAPER DISPENSER BOBRICK 8-3013 1 d OR 97223 --- --- --- AS HIGH AS POSSWI-E. Q5 SANITARY NAPKIN DISPOSAL BOBRICK B-35303 1 AT WOMEN'S & UNISEX TOILET RM. ONLY Q MIRROR BY CONTRACTOR 1/4" MIRROR 1 FRAMELESS — F!NISHED EDGES PER SPEC Q GRAB BARS BOBRICK B-5806 AS REQ'D 1 1/4" DIA, ST STL FIN Q COAT HOOK/DOOR STOP - - - SEE HARDWARE SCHEDULE Two Harrison Street Suite 400 Sun Francisco, CA 94105 Gensler Telephone 415.433.3700 Facsimile 415.836.4599 NOT USED 4 SCALE I TILE IN THINSET 5/8" GYP. BD. 5/8" GYP. BD. 1 FACE OF TILE IF REQ'D MiRROP ATTACHED TO ALIGN VERTICAL GROUT LINES W/ 7/16" PLYWOOD ON "Z" i HORIZONTAL GROUT JOINTS CLIPS I 6X6 COVE BASE (4 WALLS) I ti IN THINSET. PROVIDE O APPING AS REQUIRED !z BULLNOSE BASE WHERE NO TILE ABOVE. d (V GROUT 100% EPDXY SOLIDS G 1 ' TILE IN SLTTING BED i W.P. ME ANE-RUN UP WALL i --- 1/8" BACK OF MIRROR TO FINISH SURFACE OF WALL I Q Issue Date 8 Issue Description By Check TOILET ROOM COVE BASE DETAIL MIRROR MOUNTING DETAIL 0 TILE o� _-DESIGN o3sYc BAP__-._ EQ EQ SCALE: 3" = 1'-0" WA21 SCALE: N. T. S. MW10 DESIGN DEVELOPMENT --_' -..---a 02-_- 07 18 03_ --- -- SYC BAP START TILE LAYOUT w l -�- __ AT CENTER OF ! _ __.._ ___Permit.__- FLOCR, WORK TO _ WAILS. MAINTAIN FULL ` --- - FULL TILE AT WALL w 3'-6" 1'-0" p WHERE POSSIBLE. MIN MAX a B o-Ia _ 2 X 2 TILE AS 5 ' 4 - -'o < PLAN 5/8" GYP. 3D. _1 � � X N SCHEDULED, TYP. 3 co ._ NOTE: - c _ STREAM FROM BUBBLER 6"' MAX. TO BE 4" HIGH � 6X6 BULLNOSE BASE (4 1 2 24 MIN' lam // MIN. PUS!IBAR CONTROL 6" MAX. FROM FRONT EDGE i WALLS) IN THINSET. ALIGN C ------J'l` VERTICAL GROUT JOINTS W/ I :�f o z_ � - HORIZ. GROUT JOINTS GROUT 100% EPDXY SOLIDS - _ - I, -`--��i .- l % REMOTE CHILLER UNIT TO BE LOCATED , -- _— A -t:� IN ADJACENT STOCKROOM AREA OR I ' TILE IN SETTING BED i +t ,I -I 1 F a1 C_+ ABOVE CEILING. ACCESS MUST BE AVAILABLE TQ ---- CENTER DRINKING FOUNTAIN - - - �, THE UNIT. A CUP DISPENSER IS NOT READ. AT ON WALL, TYP. (SEE - _- SPECS -- -- 4e H)-LO DRINKING FOUNTAINS. 216 MIN. ----- -- --»� 3. W.P. MEMBRANE RUN L - I ��/� - cy m z ;<: UP WALL --. _. � ELEVATION WHITE MARBLE THRESHOLD IN THINSET GROUT - ----- - U;. TOILET ROOM COVE BASE DETAIL15 ENLARGED TOILET RM PLAN 10 HI-LO DRINKING FOUNTAIN 2SHEET NOTES � SCALE: 3 - 1 -0 WA24 SCALE: 1/2 - 1'-0" IE_02INT SCALE 1/2 - 1'-0" IE_02INT seal/signature _ - — EPDXY PAINT EPDXY PAINT PAINT P3 CLEAN WASHABLE CLEAN WASHABLE PAINT P3 SURFACE -P3 SURFACE -P32'-0" <� Gz.� M. Arthur f.. PAPER TUWEI_ PAPER TOWEL DISPENSER W/ NOTE: SEE A00,40 FOR MIN. CLEARANCES DISPENSER W/ Ul; h►` WASTE RECEPTA -" ---". WASTE RECEPTACLE proJectName , 3'-O" MAX TO NOTA I ---_-.. G.C. TO PROVIDE BLOCKING IN PARTITIONS 1 COAT HOCK TOILET PAPER FOR ACCESSORIES. �70 I N ' - APPLE COMPUTER INC, ; TOILET SEAT �' r COVER DISPENSER RECFSSED SOAP - � 1 ProJsct Numbor �y�i' DISPENSER ALIGN < INSULATED 01.3785.000 SANITARY NAPKIN \ __ DRAIN PIPE CAO Fue Name ' NJGN t DISPOSAL - - GRAB BARS (TYP,) L�I - - - - - T I:\01.2700.000\CAD\Sheets\a11-02.dwg ` Descriptlon I GRAB BARS, TYP. at z TOILET ROOM ELEVATIONS — - . It 11'- " MIN w C14 \ N 1= ? - - 1 - TILE BASE NOTE: G.C. TO COORDINATE HEIGHT OF GRAB BAR W/ ANY WATER CLOSET ACCESSOR" - SEE PLUMBING SHEETS �__� 6" MAX 0 0.5 1 2 4 * SANITARY NAPKIN DISPOSAL 5 '' '' MIN -�' 1 � ----- 4 i ``D USED IN WOMEN'S AND UNISEX NOTE: MAINIAIN 3" MIN. CLEARANCE - p 1 ( � TOILET ROOMS ONLY. BETWEEN GRAB BAR AND TOP OF FLUSHOMETER L7 I 1 ,02 I I Washinalon Sa.Rd.H 10.9530 TOILET ROOM ELEVATIONS HUP2003.00485.MEC2003.00489 SCALE: 1/2" = 1'-0" IE--021NT 0203 0enster 11 of 99 NOTICE: IF THE PRINT OR TYPE ON ANYIIII III ill Ihl�lli 111 11111 I III III III I I f(1 111 111 111IIIII I til I I III 111'111 IIIIII Ili III I,L�If til til (1111 I III III til i'ff II( III II( III (111111 (111111 III III IIIA I IMAGE IS NOT A5 CLEAR AS THIS NOTICE, t I _ 11—� _�.. II �L_. I_ I I 161iU�___I— 11� -� GC 91.1° �� UDy 1-fL.S DUE TO THE QUALITY OF THE IIII�IIIII! IIII IIII�I9ORIGINAL DOCUMENT 11'i'l � I11I(114111�!III�II9(I��lllllilll,�(�l!ILi��8 II OS B��III 9llt L[ 9``[ 4llI ��6t II St ��7,[ [t II��o[ II8 �9 rL 119 �9 �f I Tfi �� i .u" IIIIII(Ilfilll Illl�lllllllllilllllllll IIII�IIII�fIIILIIII�IIIIIIIII�IIIIIIIIIIIIII IIII�IIIilllll�llll llllUlillllll�llillllll IIIIIIIIl�l111Wllllllllllu�lllll.111lllllllllllllll111111�111111111�11-IIIIIIINII i G � w k , i d 5 01. _ Y f SEE SEL KEY NOTES V.I.F. ,- METAL DEFLECTION �-SCHEVULE SCHEDULE tea. APPLE REFER TO PLAN _-� MIL. DEFLECTOR CHANNEL CHANNEL, BY LANDLORD ` I Washington Square 1 I - UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE 4 (VARIES) UNDERSIDE OF STRUCTURE I UNDERSIDE OF STRUCTURE �:� CONT ACOUS SEALANT 985 SW Washington Square Road J J FIRE RESISTANT f WHERE INSULATION , �J { / MEAL STUD BRACE 0 48" ASSEMBLY- SEE DETAIL. OCCURS) iaard, OR 9723 O.C. VERTICALLY I , 7/Al2.01 FOR PENETRATIONS I r � A1Tl_. STUD TRACK - DEMISING WALL METAL la - DRYWALL TO STOP 6" I ! _ ' STUD BY LANDLORD - ; ABOVE CEILING SYSTEM CEILING SYSTEM (WHERE CEILING SYSTEM (AS AT TYPE G3 ONLY SCHEDULED) -_ _ j OCCURS) I' CEILING SYSTEM (AS 1 1 SCHEDULED SECTION I. SECTION — -- --- METALSTUDS SECTION — METAL STUD SECTION METAL STUDS MTL, STULI TRACK BELOW j TYPE 'X' GYPSUM BOARD - I TENANT SIDE ONLY �_ METAL STUDS I ' rwo Harrison Street I METAL STUDS suite 400:• San Francisco, CA 94/05 I1 l Telephone 415.433.3700 METALSTUD Genser _1 Facsimile 415.836.4599 - DEMISING WALL. METAL _ STUD BY LANDLORD '� TYPE 'X' METAL STUD BRACE 0 48 I O.C. VERTICALLY --- / GYPSUM BOARD D S kk ,/ GYPSUM BOARD SCHEDULED) �" _ �-=' (AS SCHEDULED) PLAN PLAN PLAN PLAN „ „ - .----� IYP E X _ A AR S ._--- YPSUM BOARD- METAL STUD G � GYPSUM DOARD `-,,�' -- - _ SCHEDULED) / -GYPSUM BOARD (AS l ' ,�� _ INSl1LA LION (AS SCHEDULED) SCHEDULED) _ ---' =_ INSULATION AS SCHT.--DULED) TYPE 'X' GYPSUM BOARD - r?'`j, -`� - �< \ ' , TENANT SIDE ONLY '- - INSULATION (AS SCHEDULED) -�-� - 14 I I '< �• FINISH FLOOR FINISH FLOOR SECTION . �. MTL STUD TRACK, BY LANDLORD FINISH FLOOR 1 MTL STUD TRACK M ST TRA I,. TL UD CK SECTION CONT. ACOUS. SEALANT MTL STUD TRACK SECTION CONI. ACOUS, SEALA'V f SECTION CONT. ACOUS. SEALANT TENANT SIDE ONLY TOP OF STRUCTURAL_ SLAB TOP OF STRUCTURAL SLAB TOP OF STRUCTURAL SLAB TOP OF STRUCTURAL SLAB ' G.C. TO CONFIRM INTERIOR CLEAR DIMENSION REQUIRED FOR PLUMBING FIXTURES U.L. LISTING HW-D-0025 �M STUD STUD SIZE GAUGE SPACING NG BOARD THICKNESSWLINSULATION RFIREN-�N-.L. RATING SIZED GA J STUD SPACING NG BOARD THICKNESS I FIRE U.L S.T.C. KNEES INSULATION RATING NUMBER RATING 101 STUD STUD STUD GYPSUM WALL FIRE U--C. F1 3 5"8 20 24 5 8 4 7 8» 3 1/2- BATT 1 HR U41y C1 3 5/8� 20 24" 5 8" 4 7/8 3 1/2' BAIL " " " n NUMBER 'Y'_. INSULATION ,� �1 HR U419 _ __158" --- - - GI 3 5 8 20 16 5 8 SEE PLAN 3 1/2" BATT — 3 5 8 16 16 5 8 4 7/8 1 HR. U419 3 5 8" 16 16 5L8" 4 7/8" IZE GAUGE SPACING BOARD THICKNESS RA, NG NUMBER RATING _- _ » » -- 26 6 5 8" 4 8" -- - - - G2 3 5/8 20 16 5,/8 SEE PLAN - - - - _ NOT 41SED C4 6 16 16 5/e �, , " • SEE-PL-rr. —�— LVOT USER NOT kISED L - n " ,�. n RIOT USED _ Issue Date 8 Issue Deserrptton By Cheek 01 018 03 ____ _ SYCBAP___ PARTITION TYPE L 14 PARTITION TYPE G 1 HOUR PARTITION TYPE F 7 PARTITION TYPE C Permit — -- --_ - __ SCALE: 3 - 1'-0" WA32 SCALE: 3 - 1'-0" WA09 SCALE: 3 � 1'-0" WA08 SCALE: 3' - 11'-0" WA06 SEE SEE UNDERSIDE OF STRUCTURE SCHEDULE METAL DEFLECTION _ - - - SCHEDULE � SEE " CHANNEL __-- 17 � _ � �� 12.0 PARTITION CAP (AS METAL DEFLECTION tom' -�`-UNDERSIDE OF STRUCTURE r " ) � � i � �-- UNDERSIDE OF STRICTURE 6=0 SCHEDULED Chr+l NEL --- -- -- I 2'-0" WHERE GYP. BD. - - -- _�- FIRE RESISTANT — ` - CLG. IS ,GELD OFF OF ASSEMBLY- SEE DETAIL EDGE TRIM, J SHAPE 7 Al2.01 FOR -___ WALL_, 6" AT ALL OTHER - -----__----- ----- - -- / - CEILING SYSTEM - PENETRATIONS 3/4" CONTINUOUS o LOCATIO14S - / TERMINATE GYP. BD, 2'-0" FIRE-TREATED BLOCKIN( N —__- I`'. ABOVE AT TYPE E3 ONLY CEILING SYSTEM (AS - CEILING SYSTEM (WHERE i' �' MTL, STUD TRACK SCHEDULED OCCURS) �' -- - -- - - — ------ ----- ' METAL STUD _ h: METAL STUD -- __ter I `, NOTE: OMIT GYP. BD. AT SECTION SECTION \ SECTION ! ------ SECTION METAL STUDS INTERIOR SIDE OF DEAD SPACE ENCLOSURES -- —-� - r -�r 5/8L GYP.LAYERS EAP SIDE E Y METAL STUDS nIETAL STUD — ASTEN TO (E) PARTITION — -- -- 4T (E) STUD LOCATIONS METAL. STUD / j '• AS REQb. TO COMPLY W �� SPECIFIED DEFLECTION -- -- --_—___ - _ _ METAL STUD - - - CRITERIA j - GYPSUM BOARD (AS ' -- I GYPSUM BOARD (AS SCHEDULED) SHEET NOTES LSeal/Signature GYPSUM BOARD \ ! SCHEDULED) I - (AS SCHEDULED) (2) LAYERS OF TYPE 'X' PLAN PLAN PLAN GYPSUM BOARD (AS ?M. PLAN 1 i O GYPSUM BOARD SCHEDULED) Arinur Gensler Jr. 5/8 GYP. BD. EA. SIDE 'fes- GYPSUM BOARD (AS ( 'I�� (AS oCHFDIJLED) \ ` i' INSULATION (A SCHEDULED) San renclsco. INSULA AS SCHEDULED) \ SCHEDULED c to .. .I MTL. STUD TRACK \ CONT. ACOUS. SEALANT TOP OF FINISHED FLOOR ' \ FINISH FLOOR APPLE COMPII iEf? INC. �.: MTL STUD TRACK ,: MTL STUD TRACK I _. ._..�.� Project Number _ -- TOP OF FINISHED FLOOR t� CONT. A`OUS. SEALANT � - CONT. ACOUS. SEALANT 01.3?85.000 SECTION SECTION (AS SCHEDULED) SECTION I FINISH FLOOR SECTION SAD File Name _ - �`-'f' I I:\�01.2?00.000\CAD\Sheets\a 12-OO.dwg TOP OF STRUCTl1RAl_ SLAB VARIES- SEE PLAN TOP OF STRUCTURAL SLAB TOP OF STRUCTURAL SLAB DescrlpHon � I PARTITION DETAILS STUD STUD STUD GYPSUM WALL FIRE U.L. S.T.C. STUD STUD STUD GYPSUM WALL , FIRE U.L. S.T.C. �� INSULATION ,, NUY�e'R INSULATION SIZE GAUGE SPACING BOARD THICKNESS RATING NUMBER RATING SIZE GAUGE SPACING BOARD THICKNESS RATING NUMBER RATING STUD STUD STUD GYPSUM WALL FIRE U.L. S.T.C. 110010000=111111111111111�_ --�— - WALL FIRE U.L. S.T.C. Et��8 20 16 5/8 4 1/41000010110001 MER INSULATION: " ,, n » n " SIZE GAUGE SPACING BOARD TLi:^.KNESS RATING NUMBER RATING sasl. J1 3 5 8 16 16 5/B",5/a 6 1 4 BhTT 2 HR. 0411 SIZE GAUGE SPACING, BOARD THICKNESS RATING NUMBER RATNG ---..-- _ _ - - �- - ----v A -6` 16 16" 5/8".5/8" 8 1 2" BATT 2 HR. U411 _ NUMBER " , » INSUl1�TI0N - - �- 3 5 8» 16 16p- 5/8N 4 1/�" ---- d 3 5/8„' 20 24" 5/8" 4 7f8" 3 1/2" Bnrr - - - -- " - - 5/8 ,5 a OT USE 3 5/8 20 GA.I 16 O.C. 5/8 4 7/8 Fe 3 5 8 16 16 -5L8 4 1/ - — __ -- - - BE 3 518 16 i6" 5/8» 4�8" - - - - 1 2 -- - - _. . ___ - _-- -..___-_ __-__ _ -- » -__-- --N_- _ _4- 4 " - — - - ?JOT 11SF_S BS 3 5/8" 20 24" 5/8" -4 7/8" - - - 0 SCALED AS NOTED 5/8•'5 8" —�-�- OT USE - -_... - - - -- --4111 116 - - -„ NOT USED -54- 3 . ". "" NOT USED -- --- - -- - - - -- - - E8 6 . 16 1 1e _ 5/8 6 5/8 �---- -T6' -NOT USED, Al2 ,00 s , 2 HOUR PARTITION TYPE J PARTITION TYPE H PARTITIONTYPE E PARTITION TYPE B WashinatonSa.Rd.H10.9530 t� „ — Q " , 11 11 , " � 02003 Oenslar ©UP202�-Oo0a88,3BC2003'A04tt9 SCALE: 3" = 1'-0' WA31 SCALE: 3 - 111%0" WA10 �+ SCALE: 3 = 1 -0 WA07 SCALE: 3 = 1 -0 WA05 r, y'. . ... ... ,,..v-,.,....x._m.v.•ww..ws..rw,.lr..nbwM[fw+sr++ . efAW�w..�i14u ,../AW4WYN�P/T"IYW :., NOTICE: IF THE PRINT OR TYPE ON ANY r� 'I r I I i 1 1 1 III III III I III I I III I I III III III III III III I L I I I I I III III III III III III I I III III I I I I 1111 t l l III I I III III I I t I I I I III I I I i t i l III III V I I I �I I i � 14 I t I ► >rl I I �'��c'ate. a, ;00 4/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, - IT IS DUE TO THE QUAL-TTY OF THE T111-1-1111!,11, 11 �ORIGINAL DOCUMENT £ �85 9Z �Z YL SZ �L �T8 Ot 1 8T 8!TL��18E111111111111IIIIIIIIC�11111111i ll1111111.11III!III�IIIIIIIII IIIIIIiI!;111111i11 IIIIIIIII IIIIIIIII ��Ilillllll�l\Lill !III 1111�IIIIIIIIIIIlU11 I\I�III\LLI�IIlIL1111►�1Ia 11 1 1 ►� LIII�#1► f KEY NOTES 1 1/2"X 3" X 16 GA CLIP / ARPLE ANGLE 1/4" LESS THAN STUD WIDTH, TYP.- ATTACH Washin l.EVERY STUD W/ (4) 5/88 tOn Square" V_ � � #S- 12 SCREWS OR 3/4" I REINFO NG TAPE & 9585 SW Washin tori S ware koad WELDS IN (3) PLACES. J01 COMPOUND TYP. g a Tigard, OR 97223 NOTE: CLIP ANGLE MAY BE INSTALLED ON OUTSIDE OF METAL STUD STUD IN SINGLE - STUD CONSTRUCTION. 1 112' 16 GA. COLD- 1 I ROLLED CHANNEL. LOCATE AT 4'-6" O.C. VERTICALLY MAX. �. METAL CORNER BEAD & JOINT COMPOUND (TYP.) Two Flarrison Street / Suite 400 .Sun Fran'runcisco, CA 94105 Gensler Telephone 415.433.3700 Facsimile 415.836.4599 TYP. BRIDGING DETAIL $ PARTITION AT TYP" CORNER 4 SCALE: NOT TO SCALE WA 23 ALE: 3" = 1'-0" WA03 1 SCHEDULED PART1110N. SCHEDULED PARTITION SEE PARTITION PLAP OR ACTUAL PARTITO YPE. =y PROVIDE SMOKE/FIRE DAMPER AT ALL I PENERAT;ONS AS SHOWN ' t ON MECHANICAL TTf - DRAWINGS. -- PIPE/DUCT r . " .� -- PACK GAP WITH ) / REINFORCING TAPE & a FIREPROOFING MATERIAL JO!'v T COMPOUND TO MEET LOCAL CODES i YPICAL. 1/44 GAPS FILL WITH UL APPROVED PIPE SAFING - — I 1/4" GAP FILL WITH ACOUS. SEALANT FRAME RECTANGULAR OPENINGS WHERE OCCURS J !� Issue Data 6 Issue DsscnN„3n _ By Check PENETRATION AT RATED CONTRUC. o�- oe 1i o3 sYc BAP 7 0 EALE' TITION AT TYP. INTERSECTION � Permit SCALE: 3"= 1'-0" WA17 3"= 1'-0" WA15 0 5/8" GYP.BD. 8.5/8" _ - -- -.--�— 4'-0" A.F.F. ARTWORK r i - FULLY RECESS D CABINET — — t- - w �j SEE SPEC SEC110N 10520 -- c v _ cn z 1/4" MIN R.O. DIMENSION - R - 1 CUSTOM LOW IRON GLASS -- - —� - `V; COORDINATE DOOR AND HINGE -- -- ----- - -- ------ DIMENSIONS WITH FINISHED OPFNING VINYL ZIP STRIP ALL ROUND - MUD AGAINST CABINET, TAPE, - PAINT AS REQUIRED. -- - -- -- ---- -_- 6" STUDS 1 FIRE EXTINGUISHER CABINET ELEVe 6 RECESSED FEC DETAIL Z SHEET NOTES SCALE: N.T.S. WA30 SCALE: 3 = l'-O" WA16 SeauSlQnsturs _v I 1. REFER TO PLAN ON SHEET A02.01a/b FOR / PARTITION TYPES -- DECK ABOVE SCHEDULED PAR11 „' PROVIDE LATERAL ��. SEE PARTI110N P N FOR BRACING AT 4'-0” — ��L ACTUAL TYP O.C. ALTERNATE ._ OF `� NEOPR COMPRESSION r DECK FLUTES TL ON' ll EXTEND TO --- - STRUCTURE ABOVE ,-�'� 'AS BETWEEN Prc.NctName _ — -- T� }� P TITION FRAMING AND —~ — XISITNG PERIMETER �. MINERAL WOOL TO APPLE CGP,4PUTER INC. APPRO\I F!Rr " ! WALL/MULLION - FILL DECK FLUTES SAFING MATERIALProject '�� MTL. TRIM END t,AP � Number (WHERE OCCURS) MINERAL WOOL: 01-3785.000 SUSPENDED COLING CAULK WITH SEALANT CUT 1 1/2" THICK CAD File Name \, LAYERS 70 CONTOUR _ WHERE OCCURS I:\01.2700 000 MCAD\Sheets\a12 O1.dwg BETWEEN MTL. TRIM OF DECK AND EXISTING IDescrlptlon 3 5/8" X 20 GA. PERIMETER 3M FIREDAM SPRAY PARTITION DETAILS — METAL STUDS AT 16 + ' - WALL/MULLION O.C. WITH 5/8" GYP. TYPICAL EXISTING DEFLECTION CHANNEL Scale BD. ON BOTH SIDES - � ____ FOR 1-HR RATING. ` PERIMETER WALL/MULLION ,- STUD RUNNER 1-HR TUNNEL CONSTRUC PION WHERE GYPSUM BOARD FOR 0 SCALED AS NOTED �-' INDICATED. PLAN SECTION RATED PARTITION 001N0111 // UL DESIGN HW-D-0020: 1--HOUR & 2-HOUR Al 2 01 ashinwon SQ-Rd H 10,9530 RATED 1 UNNEL CONSTRUCTION Q T . PARTITION ATJE) CONSTRUC. RATED PARTITION HEAD c>�20030ensler I3�20233.000466.3EE 200300489 SCALE: 112" = 1'-0" WA3�i �+' .ALE: 3" = 1'-0" 14 SCALE: 3" = 1'-0" WA13 NOTICE: IFTHEPRINT ORTYPE ONANY r�r ill ill iii iii iii ��i i I ��i �i iii i I I�I i�1 rel int ISI I�!;i�l i ISI ISI IIS 1II Ili ill ill I I iii IIS IIS iii ill Ell Iii t i Iii ISI Iii i III iii i�l�l�l i�l�l�l iii i i IMAGE IS NOT AS GEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE 09', No JeORIGINAL DOCIJMFNT11, £ A1ZdlZllL� LEII1,111, t", � I '111,1111111 iIZiIT1111 TI L69� l ! Tfiii iii ilii iiii�ii�� jiil ilii illi iui u�iliiii i,iilil I iiia ilii iiiiliiu uuluii iiiiluii iiiil��ii uii�iiilllii�� viii iii �� ii� I��I ��I ��i uii �I�Illlll ��IIjI�IIlI11111 I1u11 uulu� � �I lulLu�Il�l►NII , .rF i t t X k, r E �t r KEY NOTES ----� .A M LE ATTACH SPEAKER TO _ COMPRESSION S1R�IT IN SEISMIC ZONES -'' ' Washington Square ATTACH SPEAKER - - TO STRIP OF 5/8" ' ---- , 12 CA HANGER WIRE TO STRUCTURE - 9585 SW Washington Square Road GYP. RIVE AS PER MANFCT. - CBONG MANUFACIURERY I Tigard, OR 97223 INSTRUCTIONS ATTACH GYP. SUPPORT ALL FOUR --- _ - BD. TO T-BAR DONN DX-524 HEAVY DUTY EDGES OF GYP. BD. SYSTEM W/ 1" CEII-ING SYSTEM CROSS T-BAR W/ T-BAR SYSTEM DRYWALL I � SCREWS \\ DONN OX-26 HEAVY DUTY �. CEILING SYSTEM T-BAR MAIN RUNNER. SEE: DETAIL 3/- j SEISMIC BRACE, AS REQUIRED, EVERY 1 D' - T X 12'REMOVE N COVER ABLE: LAY-IN j: STABILIZING TEE BY CLG. MFR. I SCHEDULED 5r-0" T-BAR CE LING SYSTEM CEILING (SHAWN ABOVE ACTUAL Two Harrison Street LOCATION FOR CLARITY) OTE: SUBMIT SHOP DRAWINGS. Suite 400 BY CEILING MAN FACTURER _- SEF R.C.P. FOR .S'.n Francesco, CA 94105 LOCATION. NOTE: REFER TO SECTION 3./- FOR ADDITIONAL DETAIL. ��'�� •relephone 415.433.3700 Facsimile 415.836.4599 SUSPENDED SPEAKER ASSEMBLYISO. DIAGRAM AT TROUGH TYP. 4 SCALE: 6"■ 1%0" CL1 O_sO2 16 SCALE: NOT TO SCALE CL04_SO4 r WIRE HANGER DONN DX-26 HEAVY SEE RCP FOR SPRINKLER LOCATIONS -- DUTY CEILING SYSTEM SEE MECH. DRAWINGS I _ ,� T-BAR MAIN RUNNER. - SUBMIT SHOP DRAWINGS. DONN DX-524 HEAVY - - � ----- - DUTY CEILING SYSTEM II HVAC BOOT: ENDCAPS CROSS-TFE. SEE ASSEMBLE FROM FRE-SCRIBED FLAT DETAIL. 9/- PANELS BY TWO-WAY _ - -- - 4 #1U HEX HEAD TEK _ CEILING MANUFACTURER CONNECTOR SCREWS AT EACH MAIN - FIBERGLAS DUCT LINER HVAC SUB TO INSTALL BOOTS. - -� f��_ i RUNNER COMPRESSION .�� - ONE-WAY CONNECTOR STRUT --- STABILIZING TEE BY CLG. ' SNEW T SUSPENDED FOIL FACED 1" FIBERGLASS DUCTLINE.R WI MFR. SGHEDUI ..D I VINYL SEISMIC CLIP CEILING SYSTEM GRID SYSTEM -- AS REQUIRED MECHANICAL FAS NOTES: LAY-IN CLG, TILE 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. HANG ROD BRACKE i 3/4" 6 3/4" 3/4" BY NEWMAT 2. INSTALL CEILING GRID USING NO. i 2 GA. SPLAY WIRE HANGERS I `' AT 45, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 6'-0" 8 1/4 REMOVEABLE LAY-IN FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH COVET (SEE RCP FOR DIRECTIONS AT 12'-0" X 10'--0" THEREAFTER. 1/4" DIA. READED ROD 7 1/2" 3. PERIMETER WIRES TO BE 8 INCHES OUT FROM THE WALL. � I Jl i ---� OPENINGS) REFER TO DETAIL 10/- FOR ADDITIONAL INFORMATION NOTE: SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION/INSTALLATION, TYP. NOTE: SEE DETAIL 3/-- FOR A TYP. NOTES AND DIMENSIONS SIMILAR. NOTE: REFER TO ISO 4/- FOR ADDITIONAL INFORMATION Issue Deb i Issue DowwIpUon By Check e_ 01 0711111EIj3 _- S`^ BAP SUSPENDED GRID CEILING - SALES15W SPENDED ROD ASSEMBLY HVAC BOOT AT TROUGH 7 SECTION AT CEILING TROUGH, TYP- 3 -=Permit__ SCALE: 3" = 1'-0" CL23 CALE: 6*'- 1'-0" CL09_S02 SCALE: 3" = 1'-0" CL05.1_SO4 SCALE: 3" = 1%0" CL03_SO4 NOTE- ATTACHMENT TO — -- — — - EXISTING STRUCTURE ABOVE AS ALLOWED BY LANDLORD. VERIFY LANDLORD REQUIREMENTS PRIOR TO 6" 6" FRAMING - INSTALLATION. PROVIDE BY G.C. PANEL OPENING SE:ONDARY BLACK-IRON -r — SEE R.C. _--_. - -- - - --- STRUCTURAL GRID TO LAGGER LTD "JIF-E" SUPPORT CEILING/MECH. j - - I I SCREW MODEL JS-1 FOR WHERE REQUIRED. HANGER AND SPLAY --- - 12 "'A. WIRE ATTACHMENT TO T,Y. „ GYP. BD. _ 5 8 HANGER WIRE � STRUCT. ABOVE WITH TYPICAL I � .._� / WITH 3 TIGHT BUILT UP INSULATION F TAPE JOINT CEILING TURNS WITHIN PER DSA PRODUCT 12 GA. HANGER WIRE _ - - - � -- 1 1/2" ACCEPTANCE NUMBER 4S . l � WITH 4 TIGHT i � �'' ,-_� � PANEL FR FLUSH GFRG -- q5 ' PA-036 REF. STRUCT. TURNS WITHIN -� ♦ ACCESS PANEL --- DWGS. 1 1/2" SCHr-DULE D LIGHT FIXTURE - " it REF. SPEC. e -- i TI C A l .. S E I S M I C p` B NOTE: SEE DETAIL 3/-- FOR TYP. N01FS AND DIMENSIONS SIMILAR. HANGER WIRE ATTACHMENT AT STRUCTURE LAMP AT TROUGH SCALE: NOT T0 SCALE , CESS, PANEL 2 SHEET NOTES CL12_SO4 O SCALE: 3 = 1'-0'* vL06_SO4 6 CALE. 3 - 1 0 CI.02-SO4 �seeusfgnetun — - -- 1 3 8" DIAMETER x 3 1/2" I I T.O. STUD BENT AND / 1 ATTACHED TO STRUCTURE _ _— __ „I � WEJ-IT EYEBOLT OR SUBSTRUCTURE ABOVE FLEX- TIJ9E - M. Arthur C WITH (2) PWDR DRIVEN �\\ San Free - FASTENERS PER CEILING 12GA. HANGER WIRES AS BOTTOM OF (E) STRUCTURE - MFTR'S SPECIFICATION � � 6" 16 GA. MEiAI. TRACK, RQD BY MFTR. 3 8" DIA, X 3 1/2" COMPRESSION STRUT (0 WEJ-IT ANCHOR BOLTS 12'-0" X 10" O.C. MAX --- - AT 4'-0" O.C. ProleotNeme AND 6'-0" MAX. FROM - 1 1/2" CHANNEL AT 12'-0" ! ( 3 ) TURNS PERIMETER). SLOT BOTTOM --- ON CENTER, EACH DIRECTION I � ! _I MINIMUM I APPLE COMPUTER INC. --� DONN DX-26 HEAVY DUTY -- FOE? LATERAL BRACE OF STRUT OVER TEE & - SYSTEMCEILI TBAR Project Number COMPRESSION ATTACH W. #8 MAINNRUNNER. 10 GA. HANGER WIRE — I I 01.3785.01)U SELF--TAPPING SCREWE STRUT =e� . 4-WAY 45-DEGREE 12 GA. WIRE -- � Flle Neme DONN DX-524 HEAVY _ -- t LcAD f (2) 12 GA. HANGER WIRES DUTY CEILING SYSTEM - --- BRACING AT EACH LATERAL i I:\01.2700.000\CAD\Sheets\a12-02.dwg ® 45' PERPENDICULAR TO BRACING CHANNEL CROSS-IEE. - MAIN TEES- SEE 10/- �2) #10 SELF -- SCHEDULED �l \ STABILISING TEE APPING SCREWS // CEILING f)FTAIi_S CEILING' SYSTEM (2) 12 GA. SPLAY WIRES 3 BY CEILING MANUFACTURER NOTES: ` 45' PARALLFI_ TO MAIN S.S TUBE 1 1/2" CARRYING - -. 1. TIE ADJACENT WALLS 10 CEILING MAIN AND CROSS RUNNER. TEES EVERY 10' x 20' ( I j(r - scala __� 2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS CHANNEL A T 4'-0" AT 45, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 4'--0" NO ESCUTCHEON ON CENTER OA FROM STARTING POINT OF GRID AND LE LAYOUT AND IN BOTH CONDUIT SCHEDULE - u�- A MAIN RUNNERS 0 5'-0" NOTE: SEE RCP FOR SPRINKLER LOCATIONS - COORDINATE OPENINGS FOR TROUGH. 5/8" TYPE 'X' GYP. BD. OVER 7/8" n SECTION DIRECTION'S AT 12'-0" THEREAFTER. ----T " — 0 SCALED AS NOTED 3. PERIM IOI WIRES '- " 8 INCHES OUT FROM THE WAIL. REFER TO UP TO 4 LONG: 3 4 DIA. CONDUIT METAL FURRING AT 24 ON CENTER ,� O.C. SUBMIT SHOP DRAWINGS. UIT DETAIL 10/- FOR ADDITIONAL INFORMATION 5'-84 LONG: �--112' DIA. CONDUIT LOCKING CROSS IEFS @ 1NOTE: ALIGN ALL SPRINKLER HEAD FLANGES THROUGHOUT SALES AREA. #8 SELF-TAPPING SCREWS FO PREVENT - Al 21.028' TO 12' LONG: 2" DIA. CONDUIT AND 4' O.C. NOTE: SEE DETAIL 3/- FOR TYP. NOTES AND DIMENSIONS SIMILAR. SLIPPAGE OF WIRE TIES GRID CEILING - BOH COMPRESSION STRUT SPRINKLER AT TROUGH GYP.,.BD�. CEILING FRAMING OPTION WeshingtonSoRdH10.953D " (CJ 2003 Gensler BLJP2003-OO46d,MEC2003-00489 SUSPENDED 24 of 38 ' SCALE: 3" = 1'-0" CL19 SCALE: 3" = 1%0" CL0007 SCALE: 3" = 1'-0" CL05_SO4 SCALE: 3 = 1 -0 CLO1__SO2 • `.... - iy •�'YIIY,if4f.%- .. J�w:J,�v:4{:e. ......ere'lelrkwre�M4-n.rxr,crwat3r�r.. .._. _..... ...>:n.. ..w......,r..n^uFfww..l. •.n ar.wn.rmu.......-..._—..a....- .r+b' .....«w. ....:,'v... k : NOTICE' IF THE PRINT OR TYPE ON ANY Tjl I I III'11 I III III III I I III III III I I III III III III III III III I VIII III III I I! III III III I I III III III III III III III III III III III III (I I III III III III III I I IMAGE IS NOT AS CLEAR AS T HIS NOTICE, I I 11 I I I � I I I � I I 1 4 I I I I I I I I I � I I I � I I I � I I �� I �1 I �� l GG 9Z�' No 3tl "'-�y7y"S-' F ITIS DUE TO THE QUALITY OF THE W11 `° `"'""ORIGINAI.DOCUMENT ( E 8Z 9LGS 8L Z 41G £Z tt T�v U�L I el! II111111►1�,11 V i; pi. i KEY NOTES APPLEI Washington. Square -- 9585 SW Washington '_'quare Road cm MOLDING CEILING Tigard, OR 9 7223 MOLDING A.C. DUCT BY TENANT CUNT. SEALANT BY TENANT A.F.F. _ I M I -- ALUM. CHANNEL ------------- 2 3/4" FLASHING, BY LANDLORD ROOFING - - CONTRACTOR CUNT 08" BEAM CURB J MOLL) TYP. L� ENTRY SOFFIT J SEE. r CP -- - Two Harrisor.Street I GYP. BD. SOFT-IT CONT. 4" FIBER CANT STRIP ' S"'ART OF LAYOUT GRID WHERE SHOWN Suite an i .Sdn Frcrnc•isco, CA 94/05 ' Gensler Facsimile Telephone 415.436.3700 acsimitilc ^'.-c.° 6.4599 BUILT--UP ROOFING CEILING EDGE DETAIL SCALE: 3" _ -0" cl35_s04.dwg 4 COMMONNESS------------------ --- - — �, I .� LAYOUT GRID e SCHEDULED PARTITION ld- pp, i j / z I - --y- ---------------------------- OPEN TO RETURN AIR PLENUM I AA A . END OF GYP. BD. , - J-MOLD EDGE 1 \ SCHEDULED LAY-IN CURB SUPPORT (SEE CEILING SYSTEM STRUCTURAL DRAWINGS) � R30 THERMAL INSULATION BATTS \� ROOF PURLINS W/ 1/2" PLYWOOD EXTENT Or DISPLAY SOFFIT -- ------ (E) ROOF V.I.F. DISPLAY TRACK II 4 Isaue Date&issue Description By_Check A.C. PENETRATION THRU ROOF �' PARTIAL RCP @ ENTRY SOFFIT 3 0, -Perms 03 SYC BAP SCALE: 112" = 1'-0" RD-02.dwg SCALE: 1 1l2" = 1'-0" c136.p12.dwg SEE A00.80 & A04.01a FOR -- BRACING AS REQD W/z/ LOCATION OF LIGHTS ABOVE SIGN ---- 4" X 1 1/2 " ANGLE. AFF'X TO CROSS TEE WITH 2 EA \ \ 4"X 4"X SHEET METAL ANGLE, #10 X 1/2 " HHTEC \ PAINTED WHITE SCREWS `�` `�' .` CONT. WHITE CAULK, INSTALL FINISHED FACE OF NEWMAT -- ----� PRIOR TO CLC. INSTALLATION - — PANEL O U ©PANEL CONT. SEALANT BY TENANT SUB GRID -- — - ---- A.C. DUCT CY TENANT - I , OPEN TO RETURN PLENUM. �� C> V � _� � SEE MECH. DWGS. POP RIVET 3/4" EXT. GRADE PLYWOOD---� _ _________� 1 3/4 " RELIEF � ;� __-_ 2'-6» CUTIN CROSS TEE / TEXT ON BOTH SIDES OF - SCHEDULED CEILING - - FLASHING, BY LANDLORD ROOFING l SIGN SILK SCREEN TYPE ON MOULDING j ------- -�_ CONTRACTOR -~" INSIDE SURFACE OF SLEAVE ' /16SIZE AND LOCATION J CONT 08" BEAM CURB ` _,. y ___ fi , PER APPLE GRAPHIC DESIGN. �- COORDINATE W/OWNER'S REP. %: 2 1/4" 3/8" _ O SCHEDULED PARTI PION CONT. 4 FIBER CANT STRIP / - LINE OF LAYOUT GRID -J BUILT-UP ROOFING ELEVATION -AREA SIGN CEILING EDGE PERIMETER WALL 2 SHEET NOTES SCALE: 3 = 1 -0 CL33_SO4 SCALE: 3 - 1 -0 cl28_sO4.dwg saauslQnaturs 1 3/4" RELIEF BRACING AS REQ.'D �� M. Arthur Gensler J•. 4"X1 1/2"ANGLE / San IfanweCo 'X 4"X 4"X SHEET METAL ANGLE ` — CROSS TEE t + + PAINTED WHITE �j'�L OF tl�� CONT. WHITE CAULK INSTALL. PRIOR TO CEILING jf �\ N Pmtec:Name --- _ INSTALLATION ROOF PURLINS W/ '1/2" PLYWOOD `.� POLISH EXPOSED ENDS APPLE COMPUTER INC. OF CORE ACRYLIC ONLY C14 SUB GRID - /�� Lroject Number �— SANDBI AST FACE OF ACRYUC - 01.3785.000 - CURE SUPPORT SEE % II I J OPEN TO RETURN PLENUM. �'�� CAD File Name ( NEW'MA f CEILING PANEL. - a j SEE MECH. DWGS. — ---- — --- STRUCTURAL DRAWINGS) y EDGE OF PANEL I0 X 1:\01.2700.000\CAD\Sheets\al2-03-s.dwg SUPPORTED BY SIGN s V////,. R.30 THERMAL INSULATION BATTS `/ ' _ _ _ y V - _- r Description ACRYLIC CORE• MILL. I CEILING DETAILS r�i FROM SINGLE PIECE OF - �� I � �i ACRYLIC, / (E) ROOT V.I.F. BUILT-UP 1/�4 " THK. x P95 ACRYLIC .>LFAVE -- - -- -- - - I I SCHEDULED CEILING —' MOULDING ' (TEXTURED SURFACES 3 3/9"' 3 8" 0 SCALLD AS NOTED FACE CORE) SLIP OVER SCHEDULED PARTI PION CORE. - Al 2 ,03 A.C. UNIT ROOF CURB SECTION, AXON-AREA SIGN CEILING EDGE L BACKWALL WaehinotonSoRdH10.9530 02003 Gensler BUP2003.00466•MEC2003-00469 Q - 25 0l 36 SCALE: 112"■ 1'-0" RD_Ol.dw �/ SCALE: 3" = 1'-0" CL32-sO4.dw SCALE: 3" = 1'-0" cl34-s04.dw MINE NOTICE. IF THE PRINT OR TYPE ON ANY l l l I f III III III III .I I I l III III III I J,I III III I I1'l hl III III III III I !I I l l III III III III I�ji I I I III I I III III III I i III I I III I�I III III I I I I I I I III I I IIII I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I --I--Il- __I I- 1 -L I -L_3I I I L_:L I I 151'1 1 — 16 I _I I =t-_I- I I II I I I � • I I_ iVI I 1 I �( ?l�'. UL�� ITIS DUE.TO THE QUALITY OF THE _ ""'° �`= 't" Y ORIGINAL DOCUMENT �rg �Z B�1G L�Z 9ffL �Z I'6 I SL �L ff TL08 8tL1 9T 21 ►T St Lt �TT I 8 f9 �I LI 9 A II 1�t"oS�� L��7111'�1741 . � j. A, e t. A , L Y: ��g...,. x" L1,f.'5....:.,,.,. ,.._..., n ...eta. , .c......M-..SdS'•d ..... t-.L. 14-.. .._.,_' ...,�.kc. .. .: ,aw +., .. .,,�, ,,.p,. �..:n.: ._ :x ,.e-qA ate..� .,Sa.,a,., .itiNW�RvonlY6FiV';%Y.,7.d..:,hs�.:e... r ,,,L� ;F,tk6".,�:••• ,r .J.x'y.x�y,p Y•".,., ""T #% ��y"'^?T" ... " � , W �, �,' -'��t;if- N'G,Y,,T�,� � :��., We' YI/�1.. � L . I KEY NOTES �jlSCHEDULED PARTITION APPLE JOINT FRY #DRMZ-50-125, SCHEDULED PARTITION cN ; r Z--MOLD Washington Square SCHEDULED - TEFLON TAPE CONTINUOUS SILENCER PARTITION 9585 SW Washington Square Road �'j ✓ 1/8" x 1" CHAMFER. G.C. TO TAPE SCHEDULED g q �:'P i� z DOOR �. AND FILL 0- :_ :..... Tigard, OR 9723 5/8" X 2 11/16" MDF BASE-SHOP ' PRIMED--PAINT 3/16"H X 1/4"D CONTINUOUS REVEAL c t '� --- 5/8' X 7 5/16" MDF BASE-SHOP �i I N PRIV=D-PAIN i -- , n PLOCKING AS REWD "� -- SCRIBE 10 FINISH FLOOR ,� FRAME 3/4" / (NO CAULK) H01_LOWI METAL 1 1/4' SCHEDULED STONE FLOORING I - - HOLLOW METAL FRAME CONTINJUS `.'ILENCER %�• FRY • SCHEDULED DOOR -- #DRMZ-50-125 Z—MOLD �r ri, .;:••r.r r gin �.y .5.epi R. -d. � � �� Two Harrison Street ----- -- _ 1 1/4" Suite 400 VARIES" � FINISH FACE OF WALL San franclsco, C.9 94/05 - r CORRIDOR WHERE OCCURS Telephone 415.433,3700 Gensler Facsimile 415.836.4599 RECESSED WALL BASE 12 HEAD AT H.M. FRAME/DOOR 8 JAMB AT H.M. FRAME/DOOR 4 SSCALE:ALE. 3 1' .. B01_SO4.dwg SCALE: 6" = 1'-0" DR20 MONO SCALE: 6"= 1'-0" DR19 = -0 PARTITION AS SCHED. i I RUBBER BASL I SCHEDULED FINISHED FLOOR Ime Date 8 Issue Description By Check —_ OEM01 07Li 03 SYC ._- _BAP � NOT USED NOT USED 7 RUBBER WALL BASE 3 SCALE: � SCALE: SCALE: 3"= 1'-0" WA20 — Permit. --- - -- _ _- ----- -- - --.-- _�.- -- --- SCHEDULED DOOR GYP. BD. - - --- - - TOILET ROOM HALLWAY I DOOR FRAME AS2 SCHEDULED STONE SCHEDULED - -- -- SCHULTER STRIP i FLOOR TYP --- "-- - VCT AS SCHEDULED -- I I . .:•:•;:;• �, - CONTINUOUS SILENCER DOOR AS SCHEDULED - •.,._ � , .. . _- -- -Y--^- WHITE MARBLE ----� ( SCHEDULED VCT-�\ x I MORTAR BED WITH THRESHOLD AS 1 7/8 I Q WIRE MESH cnl SCHEDULED DOOR - - -- APPROVED BY WIDTH OF ,, REINFORCING CONCRETE RAMP N OWNER/ARCHITECT THRESHOLD _`INFILL j t -- --- --1/16" CHAMFERF BOTH SIDESCL -_--� - - ---- ------- - THIN SET CERAMIC TILE ON EXISTING CONIC SLAB d a4 4 4 L> I - - HOLLOW METAL FRAME 4 , a a U, ` 4" TYP - -- - - x .,,* U.N.O. --- L FINISH FACE OF WALL (E) CONCRETE SEMI I WHERE OCCURS --�--��- -- -----_ -- i ��s•r�w VCT TO CERAMIC TILE TRANSITION 10 STONE TO VCT TRANSITION 6 JAMB AT H .M. DOOR 2 SHEET NOTES SCALE. 6 - 1%0" TR22 SCALE: 6 = 1'-0 TRO1-S02.dwg SCALE: 6 1 0 DR02 Lsesuslynaturs _ Arthur PARTITION AS SCHED. Gensler Jr r 't � � PARTITION AS � San Francisco, f SCHEDULED VCT AS SCHEDULED GYP. BD, _-_ l Project Neme 4� t DOOR AS SCHEDULED N N x= APPLE COMPUTER INC. PEMKO 158A THRESHOLD HOLLOW METAL FRAME Project Number 3 1/2" 01.3785.000 STEEL Eq, EQ. STEEL � N I (E) CONCRETE SLAB CORNER GUARD - CORNER GUARD CADFl �' �'�' �-le Name CUT TO FIT - — -- - ---- I:\01.2700.000\C.AD\Sheets\a12-04.dwg X PLAN Description - I\ SCALE 3 =1 --O C-4 -__ - _ STEEL DOOR!FLOOR DFTAILS -- - CORNER GUARD + BASE CONTINUOUS SILENCER00 �1_ t SCHEDULED FLOOR SCHEDULED DOOR 0 SCALED AS NOTED ELEVATION 1 Al Z SCALE 1/2"=1'-0" VCT TO CONCRETE TRANSITION 'BACK OF HOUSE' CORNER GUARD HEAD AT III.M. DOOR Wash26of Sq.RdH10.9630 xx — cd2003 Gensler 8UP2003-00466.MEC2003-00489 SCALE: 6 `11%0" TR25 SCALE: AS NOTED MW07 SCALE: 6" = 1'-0" DR01 z6 of 36 'y. Af..r.»w ~.....,,._ NOTICE. IF THE PRINT OR TYPE ON AIJY I ill III III III III I III III III I I III I III III III III III I I III III III III III III III ( I l i l III III I I III III III I I III I I I I I I I i l I l ill III I l l l l l i' III III I I 1 � . � I it 6 � IMAGE IS NOT AS CLEAR AS THIS NOTICE, —�— 1 ITIS DUE TO THE QUALITY OF THEi Na 3e *— -x,- ORIGINALDOGLIMEN- f( S 8lZ 81Z LZ 9fZ �Z 16Z E�Z � TZ OIZ 8ll 9l LST3 v911T 4Tl Fi Ei�T it �oT 8 �4�9 44 �t I�fi TZ I �Irne IIII�IIIIIIIIIIIIIIIIIIIIIIII�I!II II�I�IIIIIIIIII►II�llIl�lllllllululll►Illllllllullllllllul►IIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII1111IIIIIIIiII IIII ILII IIIiIIIIIIjIlllllllllllll{illlllllllulll�ll ulllllll IIIl��i11�1111u111lulllullllll' LIWl111llU.1W I llll11�11111LIIluINll I r 1p. SEND KEY NOTES .APPLE BASE STAINLESS STEEL COVER PLATE - POWER/DATA CUSTOM JUNCTION BOX AS G.C. TO PROVIDE END CAP i --- �- -� (FLUSH MOUNTED) SPECIFIED. PROVIDE SHOP DRAWINGS 0 ® SIDEWALL. ALIGN WITH ' c; � .;I SAMPLE TO ARCHITECT PRIOR TO Washington Square FACE OF BASE Z I INSTALLATION. SHIM/LEVEL AS REQUIRED DOVER OVER CONDUIT AS SCHEDULED — TO ALIGN ALL EDGES WITH FINISH FLOOR FASTENERS AT FLOOR 9585 SW Washington Square Road C) i ONLY. SEE 6/Al2.05 / METAL COVER TO SUPPORT STONE TILE CN W STONE FLOOR PER OWNER S-- Tigard, OR 97223 STONE FLOORING AS I SPECIFICATION i SPECIFIED TIGHT TO �-r --•� -----�-T a Cn Q MORTAR BED WITH WIRE MESH DISPLAY TRACK, TYP. 3 v REINFORCING BEYOND LLJ Cy 7 .✓ i, ✓ �J ^ N FACE OF SALES AREA / / :,'�' ' �/ �':�" . ` :.•�/ - I WALL (WHERE OCCURS) RECESSED ALUM DISPLAY —' METAL INSTALLATION SLEEVE Two Harrison Street TRACT( AS SPECIFIED. CONTINUOUS CLEAVAGE MEMBRANE Suite 400 ONE PIECE CUSTOM EXTRUSION EXISTING CONCRETE SLAB San Francisco, CA 94105 Gensl®r Telephone 415.433.3700 NOTCH AT END OF FLOOR TRACK 16DISP. TRACK FASTENER PATTERN 12 SECTION THROUGH JUNCTION BOX 4 Facsimile 415.836.4599 SCALE: N.T.S. FLR04 SCALE: N. T. S. SF65 SCALE: 3" = 1'-0" TR05 NO GROUT JOINT SET TIGHT STONE STAINLESS STEEL COVER PLATE POWER/DATA CUSTOM JUNCTION BOX AS LINE OF LAYOUT GRID - - SPECIFIED. PROVIDE SHOP DRAWINGS OR �•`'--,.-_ _ TO TRACK (FLUSH MOUNTED) G.C. TO PROVIDE END CAP SAMPLE TO ARCHITECT PRIOR TO SHOPKIT ALUM CHANNEL / ® SIDEWALLCONDUIT AS SCFIEDULED INSTALLATION. SHIM/LEVEL AS REQUIRED TO ALIGN ALL EDGES WITH FINISH FLOOR //,#T3.1 BY B&N INDUST. ALUM COVER PLATE OVER STONE FLOOR -- ' PAN HEAD SCREW (FLOOR \ � aJGN ONLY) STONE FLOOR PER OWNER'S METAL COVER TO SUPPORT STONE TILE MORTAR BED WITH - G.C. TO FABRICATE l REINFORCING WIRE MESH \ / SPECIFICATION MORTAR BED WITH WIRE MESH O REINFORCING e �• a 11 4 4 C9 Ln ,tQ 77.7 N W x—� d o 4 d `Z a 4 4 QQ 4 4<A F J CLEAVAGE MEM9RANE METAL. INSTALLATION SLEEVE EXISTING CONCRETE SLAB x l Issue Date 3 Issue Description By Cheek - 01 -_07L8/03 SYC _BAP � TR05_B FLOOR TRACK DETAIL NOT USED 1 SECTION THRU FLOOR JUNCTION BOX 3 Permit SCALE: FULL SCALE FLR03 SCALE: SCALE: 3" = 1'-0" d ELECTRICAL CONDUIT AS SPECIFIED SEE ELECTRICAL DRAWINGS STONE FLOOR AS SCHEDULED ® I e POWER & DATA CUSTOM JUNCTION BOX -- WITH STAINLESS STEEL COVER PLATE; PROVIDE SHOP DRAWINGS OR SAMPLE PRIOR TO INSTALLATION — — _ _ SHEET NOTES - a I Seal/Signature 3 PLACEMENT OF GROUT LINES G.C. TO PROVIDE GRAYw M. Arthur Gensler h ± PLASTIC COVER WITH TIGHT San Fianusru, METAL STEEL COVER TO SUPPORT FITTING OPENINGS FOR D_A_TA STONE TILE PLUG AND POWER: EXAMPLE: G�' (��, 11�;v� 1 � 1 Project Name DATA CONDUIT AS SPECIFIED SEE ELECTRICAL DRAWINGS APPLE COMPO fER INC. q Project Number '" U1 3785.000 + +•' l CAD File Name _ I:\01.2700.000\CAD\Sheets\a12-05.dwg Description JUNCTION BOX/WOOD FLOOR DE I'AILS I Scale Mal 0 SCALED AS NOTED ' Al 2.05 } NashSq. H 10.9530 c2003 Genalcr BUP2003.00466,MEC2003.00469PLAN AT JUNCTION BOX 27 of 38 SCALE: 3" = -0" TR04 c COMMONNESS 11,110111 1 N a,I - _ , ? -� it ! _II —Ill I!I4I I I�II III III!;1111 III IIIIbNOTICE. IF THE PRINTOR TYPE CN ANY c4Z� a,!I� 6IMAGE IS NOT AS CLEAR AS THIS NOTICI_ _ - _ aoDy ITIS DUE TO THE 0UALITY OF THE ORIGINAL DOCUMENT �F 8lZ 87. LZ 9Z Z ►Z STP — Z t6 O�Z 8t 9t LL1 9��9t I b'[ St Zl�ii 1 8 (L Y 8 4 d S �Z Ttu«� IIIIIIIII�IIIIIIIII IIIIIIIII�IiIi�IIII II�1�11ll Ill► IIII II'.iLllil�illl IIll�llll llll�►�►IIIIII�I� 30X lillll11►i��►Ilill►►I�I�Illlil►ili�lilllilllllllll IIII lill�llll II Illlllllifll►�illl II�I�llll IIII�IIII IIII Illtll'lill�llll 1111�II� lllilWl��1111►�I��Nill �. i KEY NOTES �-� - .---- + �� SCHEDULED METAL STUDS AT 16" O.C. APPLI SEE S.S.D. COORDINATE WITH CL.G. y �� r / MFR. PRIOR TO FABRICATIG& PROVIDE Washington Squ+ SHOP DRAWINGS FOIN REVIEW _ LINE OF LAYOUT GRID CONT. TRACK WITH #8 SMS EACH 9585 SW Washington Square Road 3 SIDE EACH STUD Tigard, OR 97223 — CdANNEL ABOVE CEILII`j BY GLASS MANUF,/INSTALLER -ZN NOTEL SEE STRUCTURAL DRAWINGS SUPPORT FOR GLASS (ABOVE EOR ADDITIONAL INFORMATION _ CEILING) - - i �— I __jI-=_.I -- I REMOVEABLE LAY-IN PANEL (BY CLG. MFR.) SCHEDULED GLASS EDGE OF GLASS ANGLE TO SUPPORT LAY-IN PANEL Two Harrison Street (BY CEILING MNFR ; � pin Suite 400 AT (METER OF GLASS, �-- � San Francisco, CA 94105 j PROVIDE 1/16" CHAMFERED Telephone 415.433 3700 EDGES Gensler Facsimile 415.836.4599 J I 1/2 " LOW IRON POLISHED EDGE GLASS W/CUST�-_-'-LYTE OPAQl1E0 WH TEVWDAY PATTERNPATTERN ND3" FIN. FACE qF WALi_ TO EDGE OF GLASS SPACING OF HORIZONTAL LINES IS TO BE 3/8 " OPAQUE - 1/16 " CLEAR - 3/8 OPA(>UE ON 1-SURFACE ONLY. DIMENSION TO BE FIELD VERIFIED. LINE PATTERN IS ACHIEVED BY APPLICATION OF COMPUTER CUT VINYL STENCIL APPLIED TO GLASS TO MASK THE 1/16INTERMEDIATE LINES. LINES RUN HORIZ. AT 90" +-. EXPOSED 3/8 " LINES ARE UNIFORMLY CARVED W/ALUM. OXIDE. WHITE OPAQUE DY IS APPLIED TO CARVED 3/8 " LINES AND DRIED 16 HOURS. STENCIL IS REMOVED. ETCHED SIDE TOWARDS B.O.H. - -- - SCHEDULED FLUOR CHANNEL FOR GLASS // SUPPORT (BELOW FLOORING) tf lint. MORTAR BED WITH WIRE MESH REINFORCING EXISTIN" CONCRETE SLAB Issue Dais 8 Issue Description By Chock O1 07/18/0? SYC BAP GLASS PARTITION - ELEVATION 7 GLASS PARTITION 3 Permit SCALE: 3/4" = 1'-0" GP25-EO4.dwg SCALE: 3" = 1'-0" GP24-SO4.dwg - vx� _ SPECIFIED SUPPORT, SEE� STRUCTURAL DRAWINGS _ I CONTINUOUS METAL TRACK WITH — -- --- ,�� #3 SMS EA. SIDE EA. STUD ---- 4"X 4"X ALUM. ANGLE - j`-- -- --" "- PAINTED WHITE CONT. WHITE CAULK, INSTALL - — 1/4 "X20 HEX HEAD SCREW 0 PRIOR 10 CLG. INSTALLATION ! 12 O.C. FLto MISSION ---- 1/4 "X20 SELF DRILLING SCREW 16 aM LINE OF GLASS (P,L i IND), - - - '- - EPDM GASKET SHOWN DASKED - - A _ I ANGLE (0 SUPPORT LAY SCHEDULED CEILING i--+ --- — `� I _- -� L_- �i!� PANEL PY CEILING MNFr MOULDING /' I --------- I -- _�-_ --- EOGE OF SCHEDULED - PARTITION % " - -- 2 1/4"1 3/81 � 0 5/8" X 5/8° _— /� 3/8 — — LAYOUT GRID LINE - -- Q a SCHEDULED GLASS I - - --- ---- -- GLASS P.ARTI1ION -- 3 -- -- CEILING EDGE @ GLASS PARTITION 6 GLASS PARTITION HEAD SHEET NOTES SCALE: 3" = 1'-0" d31_s04.dwg SCALE: 6"= 1'-0" GP27-SO2.dwg �SeausOnstun " I " N7 I `1: 1/8 8 / / I �7 M. Arthur Gen,it.,r 1r1/8 SCHEDULED GLASS San Franc SCHEDULED GLASS 1/2" GLASS -- III — HELOW FINILCK ILK HOLD SH FLOOR GD VEL1/8 9��, OF O``;\�• AS SCHEDULED Project Name _ 9 SET STONE TIGHT - SST CHANNEL PER GLASS STAINLESS STEEL CHANNEL PFR TO STAIN(FSS STEEL MFR./INSTALLER'S REQUIREMENTS - APPLE COMPUTER INC. EXPOSED EDGE TO RECEIVE GLASS MFR./INSTALLER'S CHANNF-L I BRUSHED FINISH LProject Number REQUIREMENTS - EXPOSED FINISH - - - - 1/8" 1 01.3785.000 EDGE TO BE BRUSHED AND WELDED _ � 1/8 I CAD Flle Name IN ONE PIECE. I:\01.2.700.000\CAD\Sheets\a12-07.dwg ALIGNSCHEDULED FLOOR Description — rr -- 1/8 GROUT JOINI LAYOUT GRID CLASS PARTITION DETAILS g 1 � _ y I MASTER GRID LINES �L EQ REINFORCING y,► fi MORTAR BED WITH WIRE MESH EQ l - --v seal. _ AGN -., - EXISTING CONCRETE SLAB 0 SCALED AS NOTED I_j -_."--- -- - - CLEAR SETTING BLOCKS r Al 2.07 x GLASS PARTITION SILL WashlnolonS,MEC200 -004 GLASS. PARTITION DETAIL 9 ENLARGED PLAN AT GLASS PART. 5 CALF: 6 = 1 -0 1 ��200a0ensler f3� t'2tltl3-00488,MEC2003-00489 28 of 38 GP26._SO2.dw SCALE: 6 = 1 -0 GP2R.dwg SCALE. 314 1'-0" GPJO S 9 kx- NOTICE: IF THE PRINT ORTYFEONANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, I__I..�_I I—SI ISI .III I-SI--I-i-i I_-llf_t4I_SiI i� I I�III IIIILII ISI I�! 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BLOCKING WITH VENTILATION SL TOP & BOTTOM. VENTILATION SLOTS Two Harrison Street Suite 400TO BE CONTINUOUS ALONG LENGTH OF Sun Francisco, CA 9 4! 01 a E I N JW�"�IIL_ _/ ,•_� -I -II —IIII i I—III l M1 Ii!IIIiIIIir-t _—oM—ee_o-. ,I�T— _-�-{II!Iii.�,IIii'��-!—iiII•T---�III-•'iI!iiIiiI;---rIilIIIIiIIII LCD SCREEN 1 i 1 UNIT — I I— IIII;I IIII 1 —� II Q I ! !iIIIi;III;IIIIII 1IIIII — o�•No . __—.. �;MI r ( d I --- —_-- —_.--_— _ `_—_♦_�r_ ._l -_,- --Telephone — -- ..-- 9-9GenslerFacsimle 415.836.45 99 OMIT WD, BLOCK'G 0 LCD SCREEN r AREA TO ALLOW FREEMOVEMENT OF SCREEN F ? °D a/ z o0. id LCD SCRG:E � UNIT r-r- I I \ (SHOWN A POSITION) Z5E LCD SCREEN UNIT (SHOWN IN Iu EXTENDED POSITION) PEERLESS ARTICULATING SWIVEL PLASMA MOUNT. PROVIDE BLOCK'G/ FIRRING AS REQ'D. 6'-0 1/2 ALUM. SUBSTRATE PANEL BY OTHERS LCD UNIT W/ REMOVED PLASPFR4E BEZEL BY OTHERS 1/4 CORIAN PANEL BY OTHERS ANGLE 0 EDGE. TYFICAL 0 TOP & BOTTOM OF PANEL BY OTHERS LINE OF GLASS PANEL BEYOND VERIFY DIM. BASED ON EXISTING CONDITIO S Issue Date 6 Issw Description By Cn.cl. 01 07 18 3 SYC BAP GENIUS BALCD SCREEN SECTION GENIUS BAR- LCD SCREEN OPENING 3 Pemit SCALE: 3" = 1'-0" LCD-SCREEN-SECT.DWG SCALE: 3"= 1'-0" LCD_OPENING.DWG A0.LIA 13 U 1 15'-0" LINE OF BASE 14'-6 1/16" BUILDING DEMISING GRAPHIC PANEL WALL, b.LF. 4'-3 1/4, 2-11 3/4» V-11 3/4" '-3 1/4" I VARIES, I.F. 00 CORS OPEN'G.- BAR pqp lz� =.c :4, Q� 11 CD w z: ------- � L==— SHEET NOTES Seal/Sipnstun 3'-2 1/8 PANEL OUGH OPEN G. Arthur Gensler 1J Sen Francrsw. 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Al Z ,08 Washington Sq.Rd .H 10,9530 9UP2003.00488,MECK03-0048 -9 GENIUS BER- LCD SECTION 13 GENIUS BAR- LCD PANEL ELEVATION LCD-ELEV.DWG *2003 Gensler 29 or 38 SCALE: 1" = 1 -0" LCD_SECT.DWG SCALE: 1" = 1' 0" MIN NOTICE: IF THE PRINT OR TYPE ON ANY I IMAGE IS NOT 4S CLEAR AS THIS NOTICE, No °IT1S DUE TO Ir IE QUALM-Y OF THE ORIGINP' DOCUMENT I I1 ( l 118 B 1 dill 111111III __lll►Illllli IIIdl1111141 - ` 4",,, , ,,. 1.�I ,. ..,r � �' I M1. ..' t y ✓ :" r �1i.,{'. ��51. rr"!z. J r ,",. t <.' .:.,t .r ,_.,, ��., t. ' ::. . ,n(i:•.;r I Yarm rk ,.�...,, Jk:,.- 1. S'. • t�7u�i:�x I u7 t�t� m ` Y NOTES KE APPLE Washington Square , 9595 SW Washington Square Road Tigard, OR 97223 1/4" \EN SLOT WD. BLOCKING WITH CONT. 1/4 " WIDE VENTILATION SLOT, TOP & BOTTOM. r- BLOCKING & FANEL CLEATS BEYOND BY OTHERS Two Harrison Street - _ Suite 400 Sun Piancisco, CA 94105 F- + Q Telephone 415.433.3700 Gensler Facsimile 415.830.4599 Ia _� i 1/8 " X 1/8 " RADIUS ® PERIMETER i OF CORIAN EDGE BY OTHERS i ll I I 1 i =- LCD IJNI i W/ REMOVED PLASTIC -- FRAME/CAP BY OTHERS I I i I I i law o.a a law aarbntlort By Check GENIUS BAR - LCD SCREEN OPENING - HEAD 3 01 Orb in8 O6— . _ SY. BA SCALE: 1' = 1'-0" LCD-HEAD.DWG lrn LCD Y _ _ I FRAME B UNIT W1 REMOVED OTHERSDPLASTIC - --- -- -- � l i rl l GRAPHIC PANEL FRAME STRUCTURE AS REO'D. - 1/2 " ALUM. SUBSTRATE PANEL -- I1 r LINE OF CONT. PANEL-Y1 l i r I i � __ - -" --__-- --- -------__------ ----- Ir I I ---- CLEATS BELOW 1/8 " X 1/8 " RADIUS ® PERIMETER OF CORIAN EDGE ----- �,� I I � SHEET NOTES 21 SeaU819nature UNSUPPORTED CORIAI BLOCKING & PANEL CLEATS BEYOND ` 5v � « OT 1/4 " WHITE CORIAN PANEL 11N—.OVERLAP— M Arthu3 Ger sler lr, San Frail -L')• L ` - _--- -- -- - - 1/2 " ALUM, SUBSTRATE PANEL Af OF WD. BLOCKING WITH CONT. 1 1/4 " WIDE IoroJect Nem.` - VENTILATION SLOT, TOP & BOTTOM. h LCD UNIT W/ REMOVED PLASTIC - - — FRAME/CAP BY OTHERS TYP, LIGHT FIXTURE, SEE NnTF 1/ - APPLE COMPu1ER INC. 1�2" 1/ " Project Number 01.3785.000 CAD File Name I;\01.3783,000\CAD\Sheets\a12-08,dwg LDescription LCD SCREEN DETAILS Scale 0 SCALED AS NOTED A1 2. 9 .! - GENIUS BAR - LCD SCREEN OPENING - JAM GENIUS BAR - LCD SCREEN OPENING - SILL Wa9hinglgn9q.Rd.h1,0:9930 — � �� LCD SILL.DWG � SCALE: 1' s 1'-0" 02003 Gensler BUP2003-004RB,MEC2003.00489 SCALE: I' = 1 -0 LCD_SILL.OWG 30 0l 3a w • Nk TICE: IF THE PRINT OR TYPE ON ANY II.iII�II I ll l l l iII;IIiI�I il iI ''�l l iI�I I I iII�' I I4i III iIII�(I I iI�I I I iib lIIIIIsII III iIII�III iI�I III ilib�III�1 I II I I iIII�I I I iI I�I I I I I�III i I I I I i III IIIIIII lib i III III I I , ko IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE NO.36 _ _ _ —__ _.._. _._ -- ___ .._—__ _—_-. — -.. ____ __ _.. ORIGINAL.DOCUMENT T a�z of z I cTz e�z` �r v�z sIv �z I t�z rulz elt epi G�t 9, s t ti�i S r 2 t t t o� �6 Te I T9�9 f II �s��rrz Tt�I1,� IIII IIII Iliililll Illi llll�llti IIII IIII IIII�IIII LIIJ IIII Illl bill llll�llll IIILJII IIII�iIII IIII�IIII IIII IIII IIII�IIII Iill�llll IIII IIII IIII�IIII IIII�IIII Illll�ilillllll�llll Ilu�llll llll�llll IIII�IIII III�IILIi �lllLllt,III lLll�l�lllll IlLillllJllUl uu,IIIIINIi A , HVAC RESPONSIBILITY TERMINAL UNIT SCHEDULE (VAV) OSCHEDULE LEGEND APPLE EMEND=. ia�cs FURNISHED BY INSTALLED BY g BOX CFM ELECTRICAL DATA ITEM - - --- --- RC USE N/A REMARKS SYMBOL ABBft. DESCRIPTION EQUIPMENT IN'" UNIT FILTER HEATING MANUFACTU�:ER REMARKS _ _� G.C. LANDLORD M.C. G.C. LANDLORD M.C. EXISTING - _ -� - Washington Square N0 BOX DUB OUTLET INSIZE COIL FAN FAN VOLT-PHASE Hz m�A MOE;p WEIGHT 8 MkJEL SAD SUPPLY AIR DUCT SIZE SIZE SIZE MAX. M H x W x D KW CFM H.P. LBS. A/C UNI.S • • -" EAD EXHAUST AIR DUCT - - --- -- `;� ROOFCURB AND/C" WRB ADAPTER - 9585 SW Washington Square Road VAV-1 `1203 12'1 191- x 20" 1750 600 20"x20"xi" 1.0 11"50 1/3 208-1-60 10.2 15 90 TRANE VPEF-1203 DOOVD© FOR A/C UNITS AS REQUIRED • • � q RAD RETURN AIR DUCT - - -� STRUCTURAL SUPPORTS FOR ROOFTOP UNITS VAV-2 1203 13'8 193' x 20- 1770 620 20'x20'x1' 1.0 1150 1/3 208-1-60 10.2 15 80 TRANE VPEF-1203 009(N)@ AS-REQUIRED • - REfURN/EXHAUST/SUPPLY DUCT Tigaid, OR 97 VAV-3 1002 10.8 18r x 20' 810 298 14-x20-x1- 0.5 815 1/0 208-1-60 5.0 15 80 TRANE VU-1002 01 004 Q© V.A.V. BOXES • _ . ---f---- MVD MANUAL VOLUME DAMPER 60) 6'8 18�' x 140 250 80 14"x20-x1- 0.5 250 1/8 208-1-60 5.0 15 80 TRANE VPEF-0601 01 2OU®0© Alk DIST<IBUTION DEVICES • • • SALES AREAA SD SUPPLY DIFFUSER VAV-4 0 40 5A 15 80 F- 4_-__--- FIRE `TAMPERS • •-. _-.- 06FUSERS BY OTHERS SR SUPPLY REGISTER VAV-5 0601 6.8 for x 14' -- 150 _-50 14-x20-x1- 0.5 _- _1/8 - 08-208- - - 5.0 - TRANS V E 0601 --- ODOOO® WALL FIRE DAMPERS AND/OR -- -_ • - • - -� RG RETURN GRILLE rt COMEINATION SMOKE/TIRE DAMPERS ACOUSTICALLY INSULATED DUCT NOTES: LOW PRESSURE DUCTWORK • • FLEXIBLE DUCT (4'-0" MAX- LION) C) PARALLEL FLAW, PRESSURE INDEPEADEN1, FAN POWERED BOX. 0 PNEUMATIC THERMOSTAT SHALL. BE REVERSE ACTING At OF NON-BLEED TYPE TO CONSERVE -- - - ------ ------ -- - - - -- --- - -- ------- e O FACTORY INSTAI.LED PNEUMATIC ACTUATOR (5 TO 10 PSI RANGE). AIR (20 PSI MAIN) HIGH,MEDIUM PRESSURE DUCTWORK • Q SLNSOR 06 PNEUMATIC 1 UBING SHALL BE HARD DRAWN COPPER WITH Wf•;0'JGHT COP''ER SOLDER FITTINGS. FLARE -- ------------------- SINGLE -SINGLE POINT POWER CONNECTION OR COMPRESSION FITTINGS SHALL BE USED FOR CONNECTION TO INSTRr MENTA AND CONTROL DEVICES. TEMPERATURE CONTROL SYSTEM • • 4 THERMOSTAT G MODEL NUMBER, BOX SIZE AND OUTLET SIZES SHALL BF APPROVED BY THE LANDLORD. %AXE DETECTOR(S) IN S'JPI'$LY AIR DUCT • • - QS SD SMOKE DETECTOR CONTROL DAMPERS • - • LM, MOTORIZED DAMPER Two Harrison Street xlss�as •.,:.assssssst•.��m�� ._ - ��: -"" -_. - • ® COMBINATION FIRE/SMOKE DAMPER Suite 400 DUCT HEATER(S) San Francisco, 43 44105 FAN SCHEDULE U.A. ECON OUTSIDE INTAKE/ECONOMIZER Gensler rel-phone 415.433.3700 EF �� UNIT/BASEBOARD HEATER(S) • ,r Facsirnile 415.836.4599 �---� POC POINT OF CviLCT,'�N EQUIPMENT SERVICE LOCATION CFM STATIC MOTOR MANUFACTURER 8 MODEL OPT IONS-ACCE:SORIE3 TOILET EXHAUST FANS) • • SS/W SANITARY SEWER/WASTE - BURIED N0. PRESS. IN.W.G. WATTS HP RPM VOLT-PHASE•WLBS• TOILET EXHAUST DUCTWORK • • -_ - -- --- _ WALL OR ROOF CAP V SANITARY VENT 1 AIR BALANCE REPORT AABC CR --- CW COLD WATER EF-1 UNISEX RESTROOM UNISEX RESTROOM 150 .25 120 N/A 1416 120-1-60 15 COOK GN-160 0 • NEBB CERTIFIED -- -� `- - - AS-BUILT DRAWINGS - -- • e - • _ DHWS DOMESTIC HOT WATER SUPPLY ACIP; --�-- NOTES CONDENSATE PIPING • SEE M21 DHWR DOMESTIC HOT WATER RETURN EN(31NEERIN(3 _ ---D--- CD CONDENSATE DRAIN LINE 111 W.Evelyn Avenue,Sure 301, O1 WITH BAcKDRAFT DAMPER Sunnyvale,CA OM HVAC INSPECTION do OPERA rtkG - ph;(4013)522.5256 INSTRUCTIONS FOR STORE PERSONNEL -• • _ RWL - RWL RAINWATER LEADER fx:(408)522-5260 -T-� DN PIPE DOWN InfoCacr•4'"at Copyright®2003 AIR DISTRIBUTION DEVICES LIP PIPE UP CO CLEANOUT - END OF LINE NOTES- 1. CONNECTIONS - 1. ROUND DUCT TO ROUND NECK. FCO FLOOR CLEANOUT 2. POUND DUCT 10 RECTANGULAR NECK. 3. RECTANGULAR DUCT TO RECTANGULAR NECK. T-p 0-4 WCO WALL CLEANOUT 2. CATALOG NUMBERS REFER TO "TITUS" AIR DEVICES. FD FLOOR DRAIN W/ P-TRAP 3 STANDARD WHITE FINISH, BLACK INTERIOR. -{X1-- GV GATE VALVE 4. 1,2, AND 3-WAY AIR DLVICES ARE DETERMINED BY DIRECTIONAL ARROWS On D:AWNGS. - :5-- GC GAS COCK SIZE MOUNTING �- MATERIAL DEVICE CONN. ACCESSORIFS SYMBOL FACE NECK SIDEWALL CEILING DUCT STEEL ALUM. 1 2 3 DAMPER GRID CATALOG NOTES - -- CH. V CHECK VALVE 1 10.1 f • Oj -CHWs CHWS CHILLED WATER SUPPLY PIPING O 16% Ir 8.1 • PCs 0 CHWR-- CHWR CHILLED WATER RETURN PIPING . -03 18-x 18- 6'e • - •- - - - p� O AFF ABOVE FINISHED FLOOR B.G. BELOW GRADE -O4 24-x 24- 8"e • • PCS 03 - -- -- - -- -.__ (E) EXISTING U 24'x 24- - • PXP CO G.C. GENERAL CONTRACTOR © 7> x 5�' 8•x4• • • • • 30ORS M.C. MECHANICAL CONTRACTOR 07 11>`x y 10-z6,` e 0 0 • 30ORS MCA MINIMUM CIRCUIT AMPACITY I A /T - - '- l L1 Issue Daft&Issue D•scA;Wan By Check ® 11h 7t 10-x8- • �► -- 30ORS - - MOCP MAXIMUM OVER CURRENT PROTECTION 1 07/18/03 _ -- -. - (N) NEW O MIT I*x 71' 12•x6' • • 35M PER - - _--- _-- N.T.S. NOT TO SCALE 10 13°-8-x 2r 13°-8-x 3- • • _ CT-4 O 5 F.C. PLUMBING CONTRACTOR TYP TYPICAL LION UNLESS OTHERWISE NOTED VTR VENT THRU ROOF NOIES Q SUPPLIED AND INSTALLED BY THE CEILING CONTRACTOR, 05 SECTIONS SHALL BE JOINED TOGETHER END-TO-END FOR CONTINUOUS FOR CONNECTION TO BY THE MECHANICAL CONTRACTOR. APPEARANCE. VERIFY EXACT LENGTH WITH THE ARCHITECT. 02 BORDER TYPE 1 (SURFACE MOUNT). 03 BORDER TYPE 3 (LAY-IN). - 04 BORDER TYPE 7, TYPE C (CONCEALED) FASTENING. -�- HVAC LOAD CALCULATION HVAC EQUIPMENT NOTES - 1. THE TRANF EQUIPMENT PACKAUE FOR THE PROJECT HAS BEEN PRE-PURDIASED FOR APPLE COMPUTER, INC. AS PART OF A 1 Air System Design Load Surmar for Block Load NATIONAL ACCOUNT RELATIONSHIP, WHICH WILL BE DELIVERED Design Weather Parameters 6 MSHGs Air System Siring Summary for Block Load Zone Sizing Summary for Block Load Y g Y TO THE JOB SIT[ WHEN REQUIRED By THE CONTRACTOR. - Project Name: Apple • Washing% ;quare 07114/03 Project Name: Apple - Washington Square 07114103 Project Name: Apole - Washington Square 07114103 Project Name: 'pple • Washington Square 07114103 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING FOR - Prepared by: ACIES Engineering 05:28 PM Prepared by: ACIES Engineering 05:28 PM Prepared by: ACIES Engineering 05:28 PM Prepared by: ACIES Engineering 05:28 PM DELIVERY AND ACCEPTANCE OF 11iE EQUIPMENT, VERIFYING UNIT CONFIGURATION, SCHEDULE APPLICABLE CRANE LIFTS, INSPECT EQUIPMENT AND FILE POTENTIAL FREIGHT CLAIMS. SETTING EQUDesign Parameters Air System Information Sizing Calcuiation Information DESIGN COOLING DESIGN HEATING BALANCING.GINGENT IN PLACE, START-UP, ADJ'JST►>tENT, TESTING AND g System Name Block Load D 9 BALANCING. - - Zone and Space Sizing Method. COOLING DATA AT Jul 1500 HEATING DATA AT UES HID 3. ALL PRE-PURCHASED iRANE EQUIPMENT WILL INCLUDE A FIRST Equipment Class UNDEF Number of Zones 5 Zone CFM Peak zone sensible load Calculation Ihaths Jan to Dec COOLING OA DB ! WB 90.0 °F 1 67.0 °F HEATING OA DB 1 WB 22.0 °F 1 18.4 °F YEAR LABOR WARRANTY TO RE ADMINISTERED AY THE City Name Tigard System Type VAV Floor Area 3950.0 ft2 Space CFU Individual peak space loads Sizing Data Calculated Sensible Latent Sensible Latent INSTALLING CONTRACTOR AND PAID BY TRANE. Location ZONE LOADS Details (BTU/hr) (BTU!hr) Details (BTU/hr) (BTU/hr) Ltion Oregon ocaion Solar Loads 0 ft2 0 0 fie 4. THE CONTRACTOR SHALL CONTACT THE EQUIPMENT SUPPLIER TO , titude45.6 Dep.e 122.6 Deg. Sizing Caleulatior: Information Wall Transmission 570 ft2 466 570 ft2 2120 ARRANGE eOR TIMELY DELIVERY OF THE UNITS TO THE SITE. Seat/Signature Zone Sizing Date Roof Transmission 0 ft2 0 0 ft2 0 EQUIPMEN' SUPPLIER IS: MR. DREW OSBORN•- NATIONAL ACCOUNT EXECUTIVE PRO Elevation 39.0 ft Zone and Space Sizing Method: Maximum Design Minimum Time Maximum Glass Transmission 0 ftp 0 0 ft2 p EC 4oF TRANS- SAN FRANCISCO DISTRICT tr,� FS Summer Design Dry-Bulb 90.0 IF Zone CFM eak zone sensible load Calculation Months Jan to Dec Cooling Air Air of Heating Skylight Transmission 0 ft2 0 0 ft2 0 310 SOOUEL WAY �`'� 6N�INffR s��y Slimmer Coincident Wet-Bulb 67.0 IF Space CFM Individual peak space loads Sizing Data Calculated Sensible Flow Flow Peak load Door Transmission 0 fill 0 0 ft2 0 SUNNYVALE, CA 94085 62 Summer Daily Range 2.. IF Zone Name (MBH) (CFM) (CFM)n load (MBH) Floor Transmission 0 ft2 0 0 ft2 0( 408) 481-3600 PHONE Winter Design Dry-Bulb 22.0 IF Zone 1 34.3 1768 Jan 1900 0.0 Partitions 0 ft 0 0 ft 0 (408) 481-3666 FAX Winter Design Wet-Bulb 18.4 IF Central Cooling Coil Sizing Data Zoue 2 33.8 1742 17 Jan 19M 0.0 Coiling v ft2 0 0 f0 O E-MAIL: d;usbon,Qtrgne.rom Atmospheric Clearness Number 1.u5 Total coil load 12.7 Tons Load occurs at Jul 1500 Zone 3 10.4 638 b Jul 2000 0.8 Overhead Lighting 10592 W 30297 0 0 0 1 Average Ground Reflectance 0.2.0 Sensible coil load 11.1 Tons DA DB 1 WB 90.0 167.0 IF Zone 4 13.0 605 6 Jul 2100 2.2 Task Liqhting 2591 W 8234 0 0 foy� 9 - S>.Av Z Soil Conductivity 0.800 GTU/hr/ft;F Coil CFM at Jul 1500 4678 CFM Entering DB I WB 80.4 1 63.9 °'r' Zone 5 0.4 150 2 Jan 2100 0.0 Electric Equipment 9161 W 28390 0 0 Local Tiae Zone (OMT +/- N hours) 8.0 hours Max possible CFM 4798 CFM Leaving DB ! WB 54.0 1 52.5 IF People 09 15924 18820 0 0 0 EXPIRATIOP PATE: 06/30/03 Consider Daylight Savings Time No Design supply temp. 55.0 IF Coil ADP 51.1 IF Zone Terminal Sizing Date Infiltration 0 0 0 0 0 Project NarrM -- Simulation Weather Date ft2/Ton 310.6 Bypass factor 0.100 No Znne Terminal Sizing Data required for this system Mis:ellaneous 0 0 0 0 D RAW I N G SCHEDULE BTU1hr1ft2 36.6 Resulting RH 46 rt Safety Factor 5% 1 5% 4166 941 30% 636 0 Water flow P 10.0 IF rise 30.54 ppm Zone T-stat Check 1 of 5 OK Space Loads and Airflows >> Total Zone Loads 87478 19760 2756 0 :.mss, Cooling Time Air Heating Zone Conditioning 109506 19760 1465 0 APPLE COMPUTER INC- Zone Name 1 Sensible Of Flow Load Plenum Wall Load C'k 0 0 0 -- Space Name Ltult (MBH) Load (CFM) (MBH) Plenum Roof Load 0% 0 0 0 ProJ•ct Numtwr Zone 1 Plenum Lighting Load 0% 0 - 0 0 M01 LEGEND. ";�;'FS AI( SCHEDULES Supply Fan Sizing Data 9 9 MO.2 SPECI�ICA I IONS 01.3785 000 Actual max CFM at Jul 1900 4798 CFM Fan motor BHP 2.01 BNP Front Sal,,,, Area 1 34.3 Jan 1900 1768 0.0 Return Fan Load 4653 CFM 0 17 CFM 0 CAD F'Ile Nam• Standard CFM 4791 CFM Fan motor kW 1.50 kW Zone 2 Ventilation Load 1300 CFM 18666 -353 13 CFM 667 0 MIA MECHANICAL PLAN __ - --� Actual max CFM/-1t2 1.21 fFM1ft2 Fan static 2.00 in, wg, Rear Sales Area 1 33.8 Jan 1900 1742 0.0 Supply Fan Load 4678 CFM 5000 48 CFt,' -1106 2003198 MO-1.dwg Zone 3 Space Fan Coil Fans 0 0 M2.1 PLUMBING SCHEDULES D••-rlPeon Manager's Office 1 2.8 Jan 1900 142 0.0 Duct Heat Gain I Loss OR 0 0% 0 M2.2 PLUMBING PLAN dr DIAGRAMS - --- Outdoor Ventilation Air Data Applecare 1 4.9 Jan 1900 250 0.0 >> Total System Loads 133173 19408 1026 0 LEGEND, NOTES & SCHEDULES M3.t FIRE SPRINKLER HEAT) LAYOUT Design airflow CFM 1333 CFM CFM/person 15,00 CFM/person Hallway 1 2.6 Jul 2100 146 0.6 Central Cooling Coil 133173 19412 -1134 0 CFM/ft2 0.34 CFM/ft2 Zone 4 Terminal Reheat Coils 02159 M4.1 DETAILS Break/Receiving 1 2.3 Jan 2100 1D6 0.0 >> Total Conditioning 133173 19412 1026 0 6cal• Stock Room 1 10.8 Jul 2000 699 2.2 Key: Positive values are rlg loads Positive values are htg loads NONE Zone 5 Negative values are htg loads Negative values are clg loads Unisex Toilet 1 0.4 Jan 2100 150 0.0 M0. 1 Washinnton Sq.Rd.H 10.9530 Q2003 Gentler HUP2003.00466,MEC2003-0nat"J 31 of 39 . � MIiIYh>W'�✓^"••.w�.r.+nw...r.JannfRW°M.Wn•.vMIWYfMv°iRN°.wry ,i AIM � ....•. • ''- ,Y.� NOTICE: IF THE PI NT OR TYPE ON ANY lj ter IIT ll1 ISI I�I III' I 1 I'I F�1 III t r rpt rel TAT 1�1 I�t t�r tit I I I(I I�t I�I ISI 1II I�I II► I I III r�l I�I I I III 111 I�I I)I�I I�I I�t I I I�l rpt I�1 I(I I�I 1�I I�I I I - '1 �c ��e / �ooy - IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TU THE QUALITY OF THE _ _ -�- No.36 •`�-' z"" x•A,_• ,x•N ,,. ORIGINAL DOCUMENT E L RZ LS 9�G W tAG SL L itG L 8i 8t Lt T 9t irT ST ST iT t 8 I� -9 9 S i�uu. iiuluiiliiliiiTuiluu i 1 . '' q I �1. %� 1' i ky�'11, !,�1'', S",:. r. 11 P 11 •'V , SOME A DIVISION 15 -- MECHANICAL J. DEMOLITION___ APPLE 12- LEAKAGE TESTS SHALL BE PER l.(CAl. CODES, MINIMUM AS FOLLOWS: 8 PROPERLY COMPI.ETEU AND SIGNED "SPRINKLER (:ONTRACTOR'S MAffrtiAl E, FLEXIBLE AIR DUCT3. INSTALLATION 1- THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, c A SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION BASIC MECHANICAL REQUIREMENTS A. TE`_T WATER PIPING AT 100 PSIG FOR SIX HOURS. 1. FLEXIBLE AIR DUCT SHALL BE 1' INSULATED CLAS 1 AND RATED FOR THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY AUTHORITIES HAVING JURISDICTION, AND G.C-'S CONSTRUCTION [HE OPERATING PRESSURE OF THE SYSTEM DUCT CONSTRUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT A. NOTE-_ G.C. COORDINATE WITH G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE B. TES_ DRAIN, WASTE, VENT PIPING 9Y A tU` WATER COLUMN FOR MANAGER. LEFT INTACT TWO, HOURS. MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL_ CODES MANUFACTURER'S RECOMMENDATIONS- 1. Square 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL - ,- 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN 9 SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 8'-0' A90VE AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. B. BRAZE ALL JOINTS WITH STEEDS-5 STARTING AT THE INDOOR UNIT AND SPECIFICATION 2. EACH SUB-CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH G.C. FOR THE FINISHED FLOOR AND ABOVE STORA4 DECKS ARE TO BE c AND SUPPLEMENTARY CONDITIONS AND ALL OTHER ,,PECIFICATION �,CTIUNS, ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD ONCE 2 FLEXIBLE AIR DUCT ,HALL BE ATTACHED PER DETAILS, FLEXIBLE AIR WORKING TOWARD THE OUTDOOR UNIT. THE: SEALS ON THE OUTDOOR UNIT APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, SHALT_ BE BROKEN (AST. A NITROGEN BLEED SHALL BE USED DURING ALL PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. CONCEALED- DUCT MAY ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS ?. THE CONTRACTOR FOR 1HIS DIVISION OF WORK IS REQUIRED TO READ 111E ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS 14- PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA 10. FURNISH AND INSTALL 10 LB TYPE "ABC' FIRE EXTINGUISHERS, WITH A WITHOUT PRIOR APPROVAL FROM G C'S CONSTRUCTION MANAGER BRAZING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SFIALL BE P IFICATI NS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND !S ,', R T VERIFY WITH THE OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS MINIMUM OFA '2A108C' RATING. SEE ARCHITECTURAL DRAWINGS, UNLESS NOTED OTHERWISE, CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. 9SSS SW WaSh111gtOIl Square Road S EC 0 SPECIFICALLY NOTE_ OTHERWISE CONTRACTOR MUS PRESSURE TEST FOR LEAKS WITH AN INERT GAS UP TO 245 PSIG. REDO RESPONSIBLE FOR THE COORDINATION OF THEIR WORK THE AND LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND TO DETERMINE IF WATER METER IS REQUIRED. A02.XX 'CONSTRUCT'ON PLANS", FOR LOCATIONS. MAXIMUM TRAVEL 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0" IN LENGTH AT ANY ONE LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT- EVACUATE ENTIRE Tigard, OR 97223 WORK OF THEIR SUBCONTRACTORS WITH AI L. DIVISIONS OF WORK. 11 iS THIS EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND C. GAS PIPING DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS LOCATION PROVIDE INTEGRAL VOLUME DAMPER IN UPSTREAM END OF . CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE REQUIRED i3Y LOCAL LR-22 AND GDCS FLEXIBLE DUCT. SYSTEM D 2(10 MICRONS Of MERCURY. C A INERT GAS TO 245 PSI AND RETEST ETEST SYSTEM WITH 25 PSI OF COMPLETE SET OF BILI DOCUMENTS. ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND 1 FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. SYSTEM WITH HALIDE LEAK t REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. END QF SE�,TION 15300 F. SUPPLY AIR TAK -OFF FITTINGS DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RESEALED UNTIL NO 1 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND ROOF/WAL.L/ILOOR PATCHED/REPAIRED TO WTCH EXISTING STRUCTURE. 2 GAS LINES SHALL. BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH -�--- LEAKS EXIST. TURN ON CRANK CASE HEATERS 24 HOURS PRIOR TO INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO EXISTING ABANDONED PIPES, DUCTS, OR EQUIFMENT IN THE FLOOR, 1. FURNISH AND INSTALL CONICAL OR "BELL--MOUTH' TAKE-OFFS FROM STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT LIQUID IS OUT OF COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. EMBEDDED IN CONCRETE, OR OTHERWISE INA',CESSIBLE ARE TO BE CUT MALLEABLE THREADED FITTINGS FOR R AND SMALLER, AND WITH MAIN DUCTWORK TO ROUND $RANCHES. INSTALL PER MANUFACTURER'S THF COMPRESSOR OFF AND SEALED BELOW OR WITHIN FLOOF OR WALL LEVEL WHEN THEY WELDED JOINTS FOR 2-1/2' AND LARGER. DIVISION 15 - MECHANICAL INSTRUCTIONS AND DETAILS C. UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING G 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIORTO SUBMITTAL OF BID TO ARE NUT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR 3. FURNISH AND INSTALL A GAS COCK, DIRT LEC, AND UNION CONNECTION SECTION 15500 INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY A F DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO TO EACH PIECE OF EQUIPMENT. HEATING, VENTIIA110N, AND AIR CONDITIONING CLVOLUMEDAWNS REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. t . COVERED M THE BLD DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL / f BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL POINT OF ORIGIN- CONFIRM THE EXTENT OF DEMOLITION WITH G.C. PRIOR 4 PITCH PIPING AT A UNIFORM :RADE OF 1/4" IN 15 FEET UPWARD IN 1. FURNISH AND INSTALL MANUAL LOCKING QUADRANT :�LI;ME CONTROL D. IN .ATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY TO BID AND INCLUDE IN BID rPROPOSAL AS DIRECTED BY G.C. A. SCOPE OF WORK OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS DIRECTION OF FLOW. SUPPOR PIPING EMERY 5 FEET SUPPORT AS DAMPERS WITFI HANDLE OPERATORS TO FACILITATE AIR BALANCING WITH RIIBATEX OR ARMSTRONC i INCH THICK PIPE INSULATION WITH FLAME AND ANY MODIFICATIONS WHICH ARE REQUIRED 10 MEET THE INTENT LF THE K. SLEEVES REQUIRED BY LANDLORU CRITERA, AS DETAILED ON DRAWINGS, OR BY 1, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATEFALS, EQUIPMENT, PROVIDE VOILUME. DAMPER TO EVERY BRANCH DUCT PRIOR TO SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING i DRAWINGS AND SPECIFICATIONS, FAILURE TO VISIT THE SITE DOES NOT - - STANDARD INDUSTRY PRACiICE, 'WHICHEVER IS MORE STRINGENT. SERVICES, TOOLS, TRA14SPORTAIION AND FACILITIES NECESSARY FOR, OUTLET DEVICE (� NCT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS DO RELIFVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 1. THIS CONTRACTOR SHALL PROVIDE :,_EEVES TO PROTECT EQUIPMENT OR 5. GAS PIPING EXPOSED ON ROOF MIST BE PAINTED WITH RUST- REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, NOl INSULATE. THE HUT GAS (LIQUID) LINES JR ANY HOT GAS BYPASS LINES FACILITIES IN THE INSTALLATION EACH SLEEVE SHALL EXTEND THROUGH INHIBITING PAINT. IN.,TAI_IAf10N, COMPI_ETICiFJ AND TESTING Of" AEI. THE WORK FOR THE H. DUCTWORK INSULATION IF APPLICABLE. 5. RE ER 10 RESPONSIBILITY SCHEDULE ON THE MECHANICAL DRAWINGS FOR IT'S RESPECTIVE FLUOR, WALL OR PARTITION AND SHALL BE CUT FLUSH MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THF_ 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH 4. INSPECTION INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MA` WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL. GAS COMPANY, SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, A CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO , AFFECT BID. MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE SHALL EXTEND 2' ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE LOCAL CODE, AND APPLICABLE NEPA 5d CODES. BUT N01 BE LIMITED TO THE FOLLOWING: THE LOCA! CARRIER FIELD REPRESENTATIVE FOR APPROVAL PRIOR TO B GENERAL REQUIREMENTS THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS A_ HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY 7. TESTING AND PURGING OF GAS PIPING 5`;ALL BE DUNE PER THE WITH NEPA 90A BEGINNING INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR Two Harrison StreetIt 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, IN MASONRY FLOORS OR WALLS. REQUIREMENTS OF THE LOCAL. GAS COMPANY, LOCAL CODES, AND OTHERWISE). MUST CALL THE E ;,AL CARRIER INSPECTOR FOR FIELD INSPECTION OF WORK Suite ran J ^ V AN P NINGS THROUGH FIRE RATED WALLS AND OR APPLICABLE NEPA 54 CODES. B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. 2. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. PERFORMED 4T G.C.'S EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE. FOR > SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY ALL SLEEVES D 0 E / INCREASE DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED San Francisco, 43 941(75 TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE FLOORS SHALL BE FIRE SEALED W11H CALCIUM SILICATE, SILICONE 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR C. CURBS, BLUEING, AND STEEL FRAMING FOR SUPPORT (AS PROPER PERFORMANCE IO CARRIER FIELD REPRESE'JTATIVE MUST BE DRAWINGS, CALLED FOR IN THF SPECIFICATIONS, AND AS REQUIRED BY JOB 'RTV' FOAM, '3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S APPLICABLE, DEFER TO PLANS). DUCTWORK TO MAINTAIN INSIDE CLEAR DIMENSIONS. CORRECTED AT NO ADDITIONAL CHARGES TO G.C.. Gensler Telephone 415.433.3700 CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE THEIR FIRE RATING. OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION COST OF D. CONDFI!SA.IE PIPING SYSTEMS (AS APPLICABLE, REFER TO 3. ALL SUPPLY AND RETURN DUCTWORK WiTHIN 15 FEET OF THE AC UNIT Facsiriilr 415.836.4599 PLANS). SHALL BE INTERNALLY LINED. INTERNAL. LINING SHALL BE 1--INCH THICK, L. OM INATION FIRE AND SMOK�WiRR�- ; LANDLORD OO G.C. SHALL BE PROVIDED BY THE MECHANIGAI DLNTRAATOR. 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS GAS METER AND REGULATOR IN Bit). E. TESTING, ADJUSTING, AND BALANCING. 1-h LB DENSITY LINER. LINER SHALL. HAVE A COATED SURFACE EXPOSED CLOSELY COORDINATE THE EN1;RE INSTALLATION WITH THE LANDLORD AND SHALL BE I.IANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTh c THE G.C. CONSTRUCTION MANAG^R, AS REQUIRED. END OF SECTION 15200 2. BEFORE STARTING WORK, TAIL CONTRACTOR ,HAIL VISIT THE JOBSITE TO AIRSTREAM TO PREVENT EROSION APPLY ADHESI'JES AND MECHANICAL 1. COMBINATION F'IRi/SMOKE DAMPERS SHALL BE FURNISHED AND INSTALLED AT EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED DIVISION 15 - MECHANICAL AND EXAMINE THE ARCHITECTURAL STRUCTURAL, MECHANICAL AND FASTENERS AS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO LOCATIONS SHOWN ON PLANS. DAMPERS SHALL MEET THE REQUIREMENTS OF 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHAT L BE ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES NFPA90A, 92A AND 92B AND SHALL BE CLASSIFIED FOR USE FOR FIRE RESISTANCE OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE NO. 22 U.S G GALVANIZED STEEL, MINIMUM SECTION 15300 AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, SHALL BE COASTED WITH ADHESNE. RATINGS OF LESS THAN 3 HOURS, IN ACCORDANCE WITH UL555. DAMPERS SHALL FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN FIRE PROTECTION MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID FURTHER BE CLASSIFIED AS LEAKAGE RATED DAMPERS FOP, USE IN SMOKE CONTROL BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE .L HANGARS 4. INSULATE ALL OF THE FOLLOVNh DUCTWORK SYSTEMS IN ACCORDANCE WITH THE LATEST VERSION OF U1.5555. THE LEAKAGE ACTES DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH 15 A. SCOPE OF WORK INTERFERENCES AND CONFRONTATIONS. A. CONCEALED SUPPLY DUCINORK THAT IS NOT INTERNALLY LINED RATING UNDER UL555S SHALL BE LEAKAGE CLASS 1 (4 CFM/SO. FT. AT 1' W.G.) --- _ r f THE WORK AND WHICH IS USUALLY 1. HANGERS SHALL INCLUDE A;L MISCELLANEOUS STEEL SUCH AS ANGLE 1. THIS CONTRACTOR MUST USE A LANDLORD APPROVED FIRE PROTECTION 3. RELOCAIION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE B. UNTREATED OUTSIDE AIR DUCTWORK LOCATED WITHIN THE INTERIOR INCLUDED NECESSARY TO ILAP C- E E IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER INCLUDED IN WORK OF 51MIIAp CHARACTER, SHALL BE FURNISHED AND _ r CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK. AEI_ COST; DESIGN CRITERIA MUST BE INCLUDED IN 31D PROFGSAL. C EXTERIOR SUPPLY do RETURN DUCTWORK INSULATION MALL BE 2. DAMPER AND ACTUATOR SHALL BE SUPPLIED AS A SINGLE ENTITY WHICH MEETS ENGINEERING INSTALLED AS PART OF CONTRACT. RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. MUST BE INCLUDED IN THIS CONTRACTORS BID. FIRE PROTECTION ALL ACTUATAPPLICORS. EACH UL555 AND 0 LL B QUALIFICATIONS FOR BOTH DAMPERS AND 111 W Sunnyvaleelyn , C Avenue,Suits 301, HVAC EQUIPMENT 1-1/2' REINFORCED TOIL FACED, VAPOR SEALED FIBERGLASS. ACTUATORS. EACH DAMPER SHALL BE RATES FOR LEAKAGE AND A!RFI.OW IN EITHER Sumyvak,CAti4088 2. HANGERS SHALL BE FASTENED TO BUILDING STFCI, CONCRETE, OR CONTRACTOR MUST COMPLY WITH ALL SECTIONS OF THIS SPECIFICATION G---- INSTALLED THERMAL RESISTANCE (DEG F-SQ FT-HR/P.0) SHALL ph:(408)5n-M 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT AND INCLUDE SAME IN BID. 1. PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED DIRECTION THROUGH THE DAMPER. CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS T ATTACHED H D 10 UPPER CHORD OF BAR k MAT RIALS EQUIPMENT, BY G.C. AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS BE AT L EAST 4.5 FOR INTERIOR DUCTWORK C AND HI FOR EXTERIOR d:(408)522,5280 PERMITTED. HANGERS MUST BE C E 2. THIS CONTRACTOR SHALL FURNISH ALL LABOR, E QU FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR DUCTWORK, OR AS REQUIRED BY LOCAL CODES, WHICHEVER 3. EACH COMBINATION FIRE/SMOKE DAMPER SHALL BE EQUIPPED 'vli'1 A �aGw.nM RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, IS MORE. STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION "CONTROLLED CLOSURE" HEAT-ACTUATED RELEASE DEVICE TO PRINENT DUCT AND CopyNh1@2003 STRINGENT REOUIREMCNTS AS DESIGNED AND DESCRIBED ON THESE DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL_ TRAPEZE TYPE COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY, DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL WITH WEATHERPROOF JACKCIING. HVAC COMPONENT DAMAGE. INSTANTANEOUS DAMPER CLOSURE IS UNACCEPTABLE. HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE. THEY DO INSTALLATION, COMPLETION AND TESTING OF ALI. THE WORK FOR THE 5. ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF 4. EACH COMBINATION FIRE/SMOKE DAMPER SHALL BE PROVIDED WITH FACTORY 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE DEVICES, TENTAPPUAND AND ACCESSORIES PROVIDED TO MEET THE NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER MOUNTED DSD DUCT SMOKE DETECTOR. WITH A 120V POWER CONNECTION. ACCESSIBLE FOR 0,r1ERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS EQUIPMENT HANGER TYPES AND INSTALLATION METHODS ARE ALSO SPECIFICATIONS, AND AS RECUIRED BY JOB CONDITIONS, TO INCLUDE, DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS 5. DAMPER FRAME SHALL BE MINIMUM 16 (1.6) GALE GALVANIZED STEEL FORMED CONTRACTOR IS RESPONSIBLE FOR PRWMIDING SUFFICIENT SERVICE ACCESS SUBJECT TO LANDLORD CRITERIA. BUT NOT BE LIMITED TO THE FOLLOWING: REQUIRED BY LOCAL CODES, INTO A STRUCTURAL HAT CHANNEL REINFORCED AT CORNERS. DAMPER BLADES TO ALL EQUIPMENT. 3, HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED A. IN:;TALLATION OF N:W WET SPRINKLER SYSTEM AS REQUIRED TO 3. EQ ACCORDIrHENTANCE SHALL BE INSTALLED AND STARTUP PERFORMED IN STRICT 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING FOR WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR SHALL BE AIRFOIL SHAPED SINGLE PIECE CONSTRUCTION WITH 14 (1.9) CAGE FOR THE OUTER DIAMETER OF INSULATION. INSTALL. 6" LONG SPLIT PROVIDE COVERAGE IN ACCORDANCE WITH EXISTING CONDITIONS, CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH I. CURBS AND STEEL FRAMING FOR SUPPORT EQUIVALENT THICKNESS. BEARINGS SHALL BE STAINLESS STEEL SLEEVE TURNING IN GOOD ENGINEERING AND CONSTRUCTION PRACTICES. CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE NFPA-13, LOCAL C09ES, LANDLORD'S CRITERIA, AND INSURANCE � RMATERIALS, PRO''UCTS AND INSULATION. CARRIERS FOR THE MALL AND APPLE COMPUTER, INC. MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 1. THIS CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY CURBS AN EXTRUDED HOLE IN THE FRAME. BLADE EDGE SEALS SHALL BE SILICON RUBBER 6. UNLESS SPECIFICALLY NOTED OTHERWISE, v AND BLOCKING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS AND GALVANIZED STEEL. MECHANICALLY' LOCKED INTO BLADE E'J�E. EACH DAMPER11 B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE UNDERWRITERS 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI ELECTRICALLY �M T._E A DUCTW RK - NO FIBERGLASS CEJ T ALL01N DESCRiP'.:D OR IMPLIED ON THE DRAWINGS. C11;8S SHALL BEA SHALL BE SUPPLIED WITH A FACTORY MOUNTED SLEEVE OF I;' (432) MINIMUM11 SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A LABORATORIES LISTED .AND LABELED AND SIZED IN CONFORMITY WITH SEPARATED. 1. NO DUCTWORK SHALL. BE FABRICATED PRIOR TO JOB SITE VISIT AND MINIMUM OF 14" HIGH OF THE SAME MANUFACTURER OF THE EQUIPMENT LENGTH. DAMPERS SHALL BE "BUSKIN" MODEL FSD60. REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE COMPLETE SYSTEM. STRINGENT. M. FINAL_ HVAC INSPECTIONS C. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVAL BY THF. GENERAL CONTRACTOR. A SKETCH MUST BE SUPPORTED, UNLESS NOTED OTHERWISE. INSULATE UNDER THE M. THERMOSTAT APPROVALS. SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND COMPRES:OR SECTION. ALL CURBS MUST BE INSTALLED SO THAT TOP C. CODES 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, G.C. SHALL D. PERMITS, FEES, AND CHARGES. MUST BE APPROVED BY THE OWNER'S ENGINEER PRIOR TO FABRICATION OF CURBS ,+RE "DEAD" LEVEL ALL PENETRATIONS OF EXISTING 1. PROGRUWABLE THERMOSTAT SHALL BE CAPABLE OF PROGRAMMING DIFFERENT HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC E. TESTS AND TEST CERTIFICATES. OR INSTALLATION. STRUCTURE Si!ALL BE DONE IN ACCORDANCE TO THE LANDLORD'S SCHEDULES FOR WEEKDAYS AND WEEKENDS; INCORPORATE AN AUTOMATIC HOLIDAY I. ALL WORK SHALL CONFORM TO THF LANDLORDS' CRITERIA, THE STATE'S, INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, F. FIRE EXTINGUISHERS. 2. EXC::PI AS OTHERWISE INDICATED, FABRICATE AN') INSTALL RECTANGULAR GUIDELINES AT IMS CONTRACTOR'S EXPENSE. COORDINATE STEEL 'SHUT--OFF' FEATURE THAT TURNS OFF ALL LOADS `OR AT LEAST 24 HOURS, THEN COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AhD HEALTH SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE FRAMING REQUIREMENTS, ROOF PENETRATIONS, AND ROOF FLASHING 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH RESUMES THE NORMALLY SCHEDULED OPERATION; AND HAS PROGRAM BACKUP CODES, NEPA CODES, ENERGY CODF� AND ALL OTHER APPLICABLE BODES RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC WITH C.C. TO DETERMINE SCOPE OF WORK PRIOR TO BID. THIS ARCHITECTURAL, STRUCTUIFAL, MECHANICAL AND ELECTRICAL PLANS SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS' OF THE LATEST CAPABILITIES THAT PST 10 THE !OSS OF THE DEVICE'S PROGRAM AND TIME AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INIEGPATr' THE CONTRACTOR MUST RECEIVE WRITTEN APPROVAL BEFORE ANY ADD!TICNAL EDITION. WHERE OTHER CODES ARE ENFORCED, (I.E. UMC, BOLA, ETC.) WORK TAKES PLACE- SETTING FOR AT LEAST 10 HOURS IF POWER IS INTERRUPTED. WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS END OF SECTION 15006 VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRE!) BY CODES IN THE BID EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND N. REMOTE SENSOR AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE DIVISION 15 - MECHANICAL CONFRONTATIONS. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE 3. EXCEPT WHERE ITHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO J. CONDENSATE PIPING QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTi'ACT IS SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER THE FOLLOWING NRE`iURE CLASSIFICATIONS: 1. 'fRANE" BAYSEN5033A REMOTE SPACE SENSOR. SECTION 15200 �'• • ' � 1. INTERIOR CONDENSATE PIPING SHALL BE TYPE 'L" DRAWN COPPER TUBE ISSUED, NO ADDITIONAL COST DUE 'TO CODE ISSUES SHALL BE PEIMBURSED BRANCHES AND SUBMIT CALCULATIONS TO G.C.'S CONSTRUCTION SUPPLY DUCT: 2" W.C., POSITIVE WITH 95-5 TIN-ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER END OF SECTION 15500 �Ieew Dab i Issue��ecrlptlon 0Y Cheek TO THE CONTRACTOR. PLUMBING MANAGER UPON REQUEST OR REWORK SYSTEM TO G.C.'S CONSTRUCTION RETURN .MJD EXHAUST DUCTS: 2" W.G., NEGATIVE FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. SECTION 15590 1 07/18/03 A. SCP OF WORK MANAGER'S SATISFACTION. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE DRAIN SHALL. TERMINATE AT A CODE APPROVED LOCATION. ALTERNATE TESTING, ADJUSTING AND BALANCING PERMIT D.LICENSES, PERMITS, INSPECTIONS & FEES 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FOLLOWING PRESSURE CLASSIFICATIONS: PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR - I. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID SUPPLY DUCTS: CLASS B - 3' W.G. USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES,ERWOK PERMITS, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, PROPOSAL. CONFIRM RECUIREMENTS WITH C.C. PRIOR TO BIC. ! INSPECTIONS, AND FEES Rf�QUIRED OR RELATED TO THEIR 0 REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, RETURN AND EXHAUST DUCTS: CLASS C - 2 W.C. DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. B. SHOP DRAWING IN ACCORDANCE WITH THESE CONSTRUCTION AND SU ANT PRESSURE SUBSTITUTIONS MUSK B71 LISTED AND QUALIFIED IN BID. 1. TESTING, ADJUSTING AND BAF THE(', OF ALL WORK SHALL BE PERFORMED BY TABC 2. FURNISH TO CONSTRUCTION KANAGER ALL CERTIFICATES OF INSPECTION COMPLETION AND TESTING OF ALL WORK FOR THE PL'U'MBING SYSTEMS 1. THIS FIRE PROTECTION CUNfRA.CTOR SHALL PREPARE DETAILED SHOP CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS A DIRECT CONTRACTOR OF THE OWNER. THE HVAC CONTRACTOR SHOULD NGT I ANu FINAL INSPECTION PROVA.L AT COMPLETION OF PROJECT. AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND 2. EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE U.V. RESISTANT INCLUDE ANY COST IN BID FOR TESTING AND BALANCING WORK EXCEPT A5 ANTED AS REQUIRED EiY JOB CONnITIONS, TO INCLUDE, BUT NOT BE LIMITED DRAWINGS AND CALCULATIONS FOR THEIR WORK. SUBMIT SIX (6) A� REQUIRED FOR FINAL AIR BALANCE APPROVAL. PVC PIPING. PVC JOINTS SHALL BE SLIP FIT. DRAIN SHALL BELOW. E. TRADE NAMES. MANUFACTURERS ANTI SHOP DRAWINGS COPIES TO GENERAL CONTRACTOR rOR APPROVAL. 4. ROUND AND FLAT OVAL DUCTWORK SHALL BE GALVANIZED STEEL TERMINATE AT A CODE APPROVED LOCATION. TO THE FOLLOWING: SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND 2• THIS FIRE PROTECTION CON- ACTOR IS RESPONSIBLE FOR SUBMITTING WITH SPIRAL LOCKSEAM CONSTRUCTION. ROUND DUCTWORK SIZES ^. TESTING, ADJUSTING, AND CONSTRUCTION NG REPORT MUST BE COMPLETE AND TANNED - 1. WHERE TRADE WMiES AND MANUFACTURERS ARE USED ON THE DRAWINGS A. COMPLETE SAN COORDINATED DRAWINGS, HYDIi ULIC CALCULATIONS, HEAD TYPES AND 3. INSULATE ALL INTERIOR CONDENSATE PIPING WITH i" THICK (K=0.23 OVER TO THE C.C.'S CONSTRUCTION MANAGER 1 WEEK PRIOR TO MERCHANO!SING OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED ASA VENTS. 8" DIAMETER AND SMALLER IN CONCEALED AREAS MAY BE COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. O 75 F P c1E INSULATION WITH AN ALL SERVICE JACKET TO MEET DATE. YAC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THEIR MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL B. COMPLETE COLD AND HOT WATER, PIPING SYSTEMS, APPURTENANCES SNAP-LOCK CONSTRUCTION. ALL SNAP-LOCK SEAMS SHALL BE )OR BETTER IN ALL ASPECTS TO 1Hn1 SPECIFIED WILL BE SUBJECT TO AND INSULATION. NO WORK SHALL BEGIN UN1il ALL APPROVALS HAVE BEEN RECEIVED. SEALED AS DESCRIBED IN THESE SPECIFICATIONS. DUCT AND LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. WORE. a^,, THE WORK OF THEIR SUBCONTRACTORS WITH THE G.C. TO ALLOW UCTION MANAGER PRIOR THROUGH C. FIXTURES AND EQUIPMENT AS SCHEDULED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE FITTINGS SHALL BE G90 GALVANIZED STEEL CONFORMING TO ASTM 4. INSTALL ALL NECESSARY PIPE HANGERS, AND SADDLES TO PROPERLY ADEQUh L TIME FOR TABC TO COMPLETE THEIR WORK. APPROVAL IN WRITING BY THE CONSTR SHOP DRAWING SUBMITTAL PROCESS, UC ACCEPTANCE. THE USE OF ANY RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND A-653 Ai4D A-924. ALL FITTINGS THAT ARE SPOT WELDED OR SUPPORT ALL CONDENSATE PIPING. HANGERS SHALL SAT TYPE OF 3. THE HVAC CONTRACTOR SHALL COMPLETE THE AIR BALANCE REVIEW START-UP UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO G.C.'S CONSTRUCTION MANAGER. BUTTON PUNCHED CONSTRUCTION SHALL. BE INTERNALLY SEALED. PIPING PROVIDED AND B� SPACED AT A MAXIMUM SPAN OF 5 FEET. VERIFICATION CHECKLIST BELOW AND FAX A COPY AS NOTED TO TABC. A COPY TO PLANS). _Q. EQUIPMENT AND INSTALLATION 5 ROUND DUCTWORK MAY BE SPIROSAFE SELF SEALING DUCT SYSTEM PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. SHALL ALSO BE PROVIDED TO THE G.C. SUPERINTENDENT AT THIS TIME. IF ALL REPLACEMENT AT THE CONTRACTOR'`; !=kPENSE SUBMIT SIX COPIES OF E. TESTS AND ADJUSTMENTS. AS MANUFACTURED BY LINDAB OR AN APPROVED EQUAL RY UNITED SYSTEMS ARE NOT OPERATIONAL AT THE TIME OF BALANCING, IT SHALL BE THE EQUIPMENT AND MATERIAL DATA SHEET;, AND BLUEPRINTS SHOWING t. SPRINKLER HEADS: MCGILL, SEMCO OR SPIRO. PROPOSED DUCTWORK AND PIPING INSTALLATION. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE A. FUSIBLE LINK TYPE AND STYLE .AS INDICATED OR REQUIRED BY K. REFRIGERANT PIPING_ HVAC CONTRACTOR'S I;ESPONS181LITY TO PAY ALL COSTS ASSOCIATED WITH THE - ARCHITECTURAL., STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND THE APPLICATION. UNLESS OTHERWISE INDICATED, PROVIDE ALL SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE AC UNIT 1. THIS CONTRACTOR ShALL FURNISH AND INSTALL A COMPLETE ADDITIONAL TESTING MJD BALANCING INCLUDING ALL LABOR, TRAVEL EXPENSES, _ _ 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSFh'JTION REQUESTS TO SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS c HEMS WITH NOMINAL 1/2' INCH DISCHARGE ORIFICE FOR SHALL BE RECTANGULAR. REFRIGERANT PIPING SYSTEM BETWEEN THE INDOOR FAN UNITS AND MEALS, HOTEL COSTS ETC. INCURRED 8Y TABC. - 11 THE CONSTRUCTION, MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH 'ORDINARY' TEMPERATURE RANGE. 6. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE OUTDOOR FAN UN,TS, IF APPLICABLE. 4. THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS WITH A BEM APPROXIMATELY 3/8' WIDE X 3/16" DEEP ON 12" ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS 3 RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES B. SPRINKLER HEAD FINISHES: SHOP PAINTED TO MATCH CENTERS TO PREVENT VIBRATIONS, PEGARDLESS OF DUCT GAUGE. 2. PIPING NEW FILTERS IN All UNITS JUST PRIOR TO THE AIR W ANCE. HVAC CONTRACTOR _ TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID ADJACENT SURFACE. A. REFRIGERANT PIPING SHALL BE TYPE "L' HARD DRAWN COPPER 7. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES SHALL INSTALL A NEW SET OF FILTERS AFTER PRl',JECT IS COMPO ETE. I t GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHOWING THAT THEY HAVE PROPOSAL. C. SPRINKLER SCFIEDULE: PROVIDE SPRINKLERS IN ACCORDANCE WITH TUBING (ASTM 888). TUBING SHALL BE CLEAN, CAPPED AND ) ) REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE IN ALL 90 DEGREE ELBOWS OVER 36' IN LENGTH. INSTALL FACTORY EN.' OF SECTION 15590 -_ - THE FOLLOWING SCHEDULE UNLESS SHOWN OTHERWISE ON NITROGEN CHARGED. WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE B. E UIPMENT AND INSTALLATION DRAWINGS. MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. B. ALL FITTINGS AND JOINTS SHALL BE WROUGHT COPPER OR CAST EXCEPTIONS HAVE BEEN TAKEN. 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. 8. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT BRONZE (ANSI B16.22). ALL COPPER TO COPPER JOINTS SHALL AMERICAN STANDARD, KOIILFR AND CRANE ARE CONSIDERED ACCEPTABLE 1. IN OPEN AREAS WITH NO CEILING; RELIABLE MODEL SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZON Al_ BE BRAZED WITH R-PHOSPHORUS ALLOY AND ALL OTHER F. GUARANTEE AS EQUALS. #C STANDARD UPRIGHT AUTOMATIC SPRINKLER. DUCTS WITHIN 2 FEET Ot EACH ELBOW AND WITHIN 4 FEET OF EACH JOINTS SHALL BE BRAZED WITH SILFOS-5 ALLOY. 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED 2 SANITARY PIPING 2. IN STOREFRONT WITH DRYWALL CEILING; RELIABLE BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE C. ALL ELBOWS ARE TO BE LONG RADIUS n'PE. UNDER THEIR CONTRACT AND 'SHALL MAKE GOOD, REPAIR OR REPLACE AT MODEL jG1 CONCEALED AUTOMATIC SPRINKLER. OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT a WASTE, OIL P ANS VENT PIPING SHALL FL SERVICE WEIGHT CAST 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2' TR SMALLER 3. IN NUN-PUBLIC AREAS WITH OFFICE, ON OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS ( LATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY CONSTRUCTION MAY BE GALVANIZED STEEL. ALTERNATE PIPING MATERIALS ARE TOILET ROOMS, MANAGER'S OFFICE, CONFERENCE TEST AND BALANCE CORPORATION _ - 1 ACCEPTABLE AS A SUBSTITUTION WHEN 11,E IR USE IS PERMITTED ROOM, AND APNI CARE; RELIABLE MODEL #G/F1 STANDARD REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. - MIANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL BY THE LANDLORD, LOCAL CODES AND BUILDING DEPAZTMENT SEMI-RL�t5SE0 Al1TOMATIC SPRINKLER. 9. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS START-UP VERIFICATION CHECKLIST EQUIPMENT. OFFICIALS AND DOES NOT AFFECT OTHER TRADt-S SUBSTITUTIONS 4. IN SALES AREA WITH NUMAT CEILING; FLEXHEAD INDUSTRIES MINIMUM 1-1/2"X1-1/2" Xi/8" STEEL. ANGLE FRAMES AT EACH SIDE APPLE STORE#: DATE:_ 2. G.C. SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS MUST BE LISTED AND QUALIFIED IN BID. CLEANROOM CEILING SPRINKLER. OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES LOCATION: ON EQUIPMENT PROVIDED BY GENERAL CONTRACTOR AND VENDORS. THIS B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SHALL BE CAULKED WITH SILICONE SEALANT OR F1�EPRO0rED A; CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. 5. IN SKYLIGHT ANU UNDERNEATH THE STAIRS; RELIABLE REQUIRED BY ASSEMBLY FIRE RATING. EQUIPMENT MECH. ELEC. CONTROLS READY FOR TESTING _-- COMPLETE WORKING SYSTEM, AND AS SUCK, R NTIES N Y MONEYS INSULATION TO BE AS SPECIFIED FOR WATER PIPING MODEL G/F1/EC4 EXTENDED COVERAGE SIDEWALL SPRINKLER. DESIGNATION CHECK CHECK CHECK DATE INITIAL 10. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, SHOULD BE INCLUDED IN THE BID. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: 2. PIPING: CLASS-FIBER-F.",BRIC REINFORCED TAPE. JOINTS ALSO SHALL BE VAV-1 A. SCHEDULE 40 BLACK STEEL PIPE, ASTM A-53 FOR FERROUS RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS VAV- _ 8eai/8lpnetun G. RECORD DRAWINGS A. BELOW GRADE: TYPE 'K', ANNULLED TYPE TEMPERED COPPER - . TUBE FOR PINE SIZES ?. INCHES AND SMALLER PIPING, WELDED AND SEAMLESS, ANSI B-36--10-70 FOR WROUGHT BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND VAV- 1. THIS C,)NTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB STEEL PIPE. SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. VAV-4 _- - _ 0 PROFf SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: BRAZE ALL JOINTS. B. ALL OTHER: TYPE L' DRAWN COPPER TUBE WITH WROUGHT B. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 11. SOFT ELASTOMER BUTYL_ GASKET WITH ADHESNE BACKING SHALL BE VAV �� il c�,- , 828 r,�ssioy INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS Q 52858E-' ii, A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. COPPER FITTINGS AND 95-5 TIN-ANTIMG USED TO SEAL FLANGED JOINTS. F_L_ - -- B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS SOLDER FOR PIPES OR. BL THAN 2 INCHES. _ - //)/ ' C. SIGNIFICANT DEVIATIONS MME NECESSARY BY FIELD C. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT 12. DUCT TRANSITIONS SHALL N01 EXCEED 30 DEGREES SLOPE EXCEPT AS `- _ � U V t" i f CONDITIONS, APPROVED D EQUIPMENT SUBSTITUTIONS, AND 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. SCREWED UNIONS FOR RDES 2 INCHES AND SMALLER. SPECIFICALLY NOTED OTHERWISE. -- _- _- - • � OR �, CONTRACTORS COORDINATION WITH OTHER TRADES. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDI f1 BY D. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED 13. PROVIDE ACCESS lU ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, THE LANDLORD FIELD VERIFY EXACT CONNECTION POINTS PRIOR '0 BY CODE AND THE LANDLORD. CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE - l N A 2 AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE SUBMITTING BID AND NOTIFY C.C.'S CONSTRUCTION MANAGER IF 3, A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO --- -- - - -__- �4tSLAV I OKS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE LANDLORD. VERIFY IN FIELD PRIOR TO HID. SPRINKLER SPACING SHALL NOT THE SALES AREA, IT MUST BE APPROVED BY G.C.'S CONSTRUCTION - ---- - ---- CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATI'RE THEREON. ONE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERATIONS OF MANAGER PRIOR TO INSTALLATION. LAY-IN SUPPLY AND RETURN AIR _ �_- - ExPIRATI N TE:---6=6-30/03 COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE EXCEED 130 SQ. FT. IN ALL AREAS. COMPLY WITH LANDLORD'S DESIGN _ - ___ '- Project Name ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: AND LOCAL CODES IF MORE STRINGENT, PIPE SIZING SHALL RE DIFFUSERS, GRIELES AND REGISTERS WITH PLASTER FRAMES MAY BE ----..--- CRITERIA -- CONTROL DRAWINGS INCLUDED SHALL. BE STAMPED "DO NOT REMOVF' A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BASED ON NFPA ORDINARY HAZARD. USED AS ACCESS LOCATIONS WHEN WITHIN 3'-U" OF DEVICE. _ -_ __ _.! __-_ _ AND PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL BLOCKAGE. 14. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (I.E. __ - - -- -------- - APPLE COMPUTER INC. PANELS. SEE DRAWINGS FOR LOCATION 4. ALL SPRINKLER LINES SHALL BE INSTALLED AS HIGH AS POSSIBLE, - B TEST WATER PR`SSl1RE TO INSURE MINIMUM P51 MATCHES MOST AVOIDING INTERFERENCE WITH LIGHT FIXTURES, DUCTS, PIPES, DIFFUSER, RF_GI`..TER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE __ H_ DISC_REF'ANCIES._IN_D000MENTS DEMANDING ECjIPMENT SUPPLIED. STORAGE DECK, FTC FIRE PROTECTION CONTRACTOR SHALL PREPARE uUST PRIOR TO DEVICE CONNECTION --- 6 INSULATE ALL HOT WhiER AND COLD WATER PIPING WITH 1' THICK �- -vT___ J - ProJeclNumbar - _-J -- t DRAWINGS (PLANS, SPECIFICA110NS, AND DETAILS) ARE DIAGRAMMAIi(. AND COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL 15. ALL DUCTWORK EXPOSVD IN SALES AREAS AND FITTING ROOM`. SHALL - - _ _�- - (K=0.23 0 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET SPRINKLER HEAD`,, SPRINKLER LINES, LIGHT FIXTURES, DUCTWORK, BE PHO'PHATIZED Oh "PAINTGRIP" SPIRAL_ GALVANIZED UNIN''ULATED 01.3785.000 INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. DIFFUSERS, GRILLLS AND REGISTERS PRIOR TO INSTALLATION. SHEET META[ E XCEPi FOR SPIRAL DUCTWORK BY LINDAB PRODUCTS _-______ - ---..-.-- __ -- CAD FI1e Name ______------- ^_ SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS �- TRA ` CONFLICT OR ARE UNCLEAR, ADVISE CONSTRUCTION 7. INSULATE THE TRAP, SANITARY Ar, SUPPLY PIPES UNDER LAVATORY 5. WHERE PO`; BLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET WHICH IS TO BE PREPARED ACCORDING TO THE PAINT MANUFACTURES OR OTHERDEQ ��"�'� 2003198 MO_2.dwg MANAGER IN WRITING, OF VARIATIONS E i0 CONTRACT DOCUMENTS PRIOR WITH TRUEBRO MODEL. 102W 'HANDL LAV GUARD" INSULATION KIT. THE NEW W OUIREMENTS OF THIS DESIGN RELOCATE ALL MAINS AND RECOMMENDATIONS FOR TILE ADHERENCE OF PAINT. SURFACES SHALL - BRANCHES INTERFERING WITH CEILING HEIGHTS, LIGHT FIXTURE PLACEMENT, BE CLEAN, DRY AND FREE t ROM SPIRAL MANUFACTURER'S LUBRICANTS THIS CERTIFIES THAT THIS PROJECT IS FULLY INSTALLED AND OPERATIONAL AND L scrlptlon - _______- ____ TO SUBMISSION OF BID. OTHERWISE, CONSTRUCTION MANAGER'S 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL. SUIT DUCTWORK, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT THAT WILL ADVERSELY AFFECT ADHESION OR APPEARANCE OF APPLIED READY FOR INLcPENDENT TESTING;AND 1GENt;'Y TO REGLAD TAB WORK. SPECIFICATIONS TENANTS AND MALL COMMON AREAS. f��fwiQV�ALL UNUM PIPING, PAINT COATING. REMOVE ALL DIRT AND GREASE FROM GALVANIZED _ -_ _ FINAL WITH NO ADDITIONAL. COMPENSATION PERMITTED. TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 SPIRAL DUCTWORK WITH A WATER BASED COMMERCIAL DETERGENT AND MECHANICAL CONTRACTOR REPRESENTATIVE DATE FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE WIPE DRY WITH DRY CLEAN CLOTHS. SURFACE SHALL BE FREE OF ALL (COMPANY) (NAME) I_.-PHASING RE UIREMENTS-___ STEM AS REQUIRED OR REQUESTED BY - 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. LOCATION FOR THE SPRINKLER SYSTEM FOREIGN MATERIALS. NO FI.f:X DUCT ALLOWED IN SALES do FITTING ROOMS- BcN�__ -------- 1- THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE THE MALL, LOCAL INS'IECTOR, OR INSURANCE CARRIER. COF'RDINAIE 10. CLEAN-OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL LOCATION WITH G.C.'S CONSTRUCTION MANAGER AND LOCAL FIRE S " ""'�"" " "�"� N.T.S. REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, D. FLEXIBLFCO. .-' O-____ INSTRUCTIONS CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS PROTECTION OFFICIAL PRIOR TO ROUGH-IN. PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST ARE TO BE BRASS. PROVIDE FLOOR COVERS WITH INSET AREA FOR 1. FLEXIBLE COLLARS SHAH BE FURNISHED AND INSTALLED IN ALL AND THE LANDLORD ONE WEEK , 7 WHEN COMPLETED. THE fNT!Rk FIRE PROTECTION 1'If LNG SYSTEM SHALL. 6E CONNECTIONS BETWEEN VIBRATING EQUIPMENT LEAN , AIR HANULLRS, COMPLETION OF THIS START UP VERIFICATlON CHECKLIST BY THE APPROPRIATE INSTALLING, SCHEDULE WITH CONSTRUCTION MANAGERCARPETED LOCATIONS ALL CLEAN I I'IT I OCATION SHALL. BF AI PRJVE D CONTRACTOR,IS REQUIRED TO ENSURE THAT ALL EQUIPMENT ANID SYSTEM COMPONENTS PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS ROOFTOP UNITS, ETC.) AND DUCTS OR EASINGS- ALSO, FURNISH AND PROTECTION SYSTEMS. BY G.C.'S CONSTRUCTION MANAGER OF THE AUT!!ORiTIES HAVING JURISDICTION SYSTFM ,HALL SHOW NO INSTALL FLEXIBLE CONNFCTIONS WHFRF DUCTS CROSS PUL[DING ARE COMPLETE,CORRECTLY INSTALLED, IN OPERATION AND FULLY'READY FOR THE TESTING 11. ESCUTCHEONS SHALL BE. CHROME PLATED, SIZE. AS REQUIRED AND SIGNS OF LEAKAGE OR OTHER DEFECTS THIS CONTRACTOR iFIAI_L BE EXPANSION JOINTS. AND BALANCING WORK 70 PROCEED. M002 PLACED AT ALL. PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS IN FINISHED AREAS. OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC, CAUSED BY 2- FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-COATED THE COMPLETED CHECKLIST SHOULD BE SUBMITTED TO TABC,10 DAYS PRIOR TO THE SCHEDULED LEAKS IN ANY IL 'G, EQUIPMENT INSTALLED E ALM. ALL REPAIRS OR FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY' TO ALLOW DATE FOR THE TESTING AND BALANCING WORK TO PROCEED. 9530 FOR MO'7EMENT AND PREVENT THE TRANSMISSION OF VIBRATION. Washingtons4MEC to,-004 REPLACEMrAT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE 02003 Gensler 8UP20o3.00488.MEC2003.00489 32 0( 38 .%�� _- __ ____ A- .ME,.., , . .ft ___01m, ____ .1.j f,4L,&*u'o'.-,...�:-:-,,,--tqy�4wwtiip.*ili,Lt"*i�,;ttiiio��;. , NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 IIT 1 1 1 111 III 1 1 1 III 1 1 1 1 1 III 111 1 I I I I Ill III l ri III I I'L I M I T111 III 111 III 111 III III 1 1111 !1 I L 11 1 I l l l l 111 i I L I I I TI I III 111 I I I I l l f l I I l III !111111 III [ I IMAGE IS NOT AS CLEAR AS 1"HIS NOTICE, I_1L_ _ l � 4 "-L- -'� _ IT IS Dl1E TO THE QUALITY OF THE No's 0-Y , .Y��".)U-21:1 1. ,am ORIGINAL_DOCUMENT 8- -BL I�LLL�L L tilt 5 �E-j TL L it BI G[ i 9i ►T �i I G�i- ii 1 T �� 9 L 2.11C��1111��111 ILII ilililIII Ilillllll TAIL!III 111111►11 IIIIlII11 lliliiIII ililiiIII ililliil ILII ILII IIII�IIII IIIIIIIII IIIiliii II!lllll, !iiill!II1111I1111 liilii!II l!ii�iii ILII ILII IIIIlIiil [i nli iiiiliiii I!!iliiil iiit ilt - .,,., APPLE HALLWAY JANITOR UNISEX TOILET RECEIVING APPLECARE z� ' A.C.T. OPEN TO STRUCTURE ABOVE GYP. BD. CEILING OPEN TO STRUCTURE OPEN TO STRUCTURE ABOVE i Washington Square 10 0 A.F.F [OPEN j 9I-0 A.F.f. r_OPEN_] _OPEN _] • ' " 'a. a ,..: �yygg,gg,y�, 'yy '".'4 r....<,.,,, -' ,..._.x n.. «.:. ,, •. .h. ''' :t ,Y.,.:...,.s . .r ,;„ ' � ��85 SW Washington Square Road s T9Y�' 7i.' �1 `.�i5. " ...AflI�'WdP .w •w > r�,i•i„t3 .� :4;:.... �inAMW 4 � � 7r Tigard, OR 97223 +� 8"0 150 150 5 Q4 v 8�0 I � I 150 rJ 3 250 —F EF 150 140•' 09 r M4.1 1 VAV O120 T x,55 f4) 8"m $ 5 TYP. __ (80 r, 250 I Two Harrison Street A 10 0 , o ' ,,��I—O ( Suite 400 N i 6 0 to 7 San Francisco, CA 94105 A I I I Telephone 415.433.3700 ►120 120E ' o ' ' _�_� Gensler P 9 -- 20"x14" I+ V Facsimile 415.836.4549 ® T LN- L----- ---1 (90 LB.) VAV 2 VAV-3 6"0 VAV 5 (80 LB.) 12"� ---, 150 I 99 9 _ o VAV-2 ACTES 1 55 20'x14" ----- Q -- ----------------- ----- ----- ENGINEERING • 11I W.Evelyn Avenue,Suds 301, S 3 8 Sunnyvale,CA 94088 0 Q}�•— 2 vn (406)5n-M 6 i • s POC< < POC �` 150 `:/POC VAV-5 tr:(408)S42-M 4 �-- i --------------- - Copyrlphtp �- -----------------------------------;-----I------------------------------------------------------------------r�--------- -------- ---}--y- - --- 2003 STOCK ROOM -- i MANAGER OPEN TO STRL ,JRE ABOVE { OPEN TO STRUCTURE ABOVE OPEN OPEN E�;G > > ` I I ?z I SALES AREA -, PANELIZED CEILING SYSTEM 4 ! I ' - �" ss Dab&Issue Ir C� ► I ! 2 _ i I A 1 � � I� 1w Q7/1$/03a I scrlpttan sY Check I'r - - - - - - - - - - - - - - - { - i! •,I ,� I �'3.i � �� _f!� PERMIT - _ �= �- •- ( ; � I P - ; i ' it I , L� �� ,� Q I , 1 i I I. i I k Y I iG -10"0 FLEXIBLE DUCT, TYP. . I I10 0 �' I r l -� ---------- 135 100 100 100 100 100 100 100 l 100 135 ,,,, O ;, ;; O �; �, O i ; T T ; ' 01 ;; 11 N 1 ENTRY I ,I 11 II II 11 _ 11 100 100 100 100 IN It 100 100 100 100 `; ® GYP. BD. SOFFIT' I A IF A 4 A 1 IF A 1 A 8-5 1 2 — I1 (J O II c� II O O II ea II O O II ca. II \J 1 11 S 11 11 N 11 _ _._. _...__ I, CV 11 135 1 �7 .N- 1'I II N Ilt 11 I I ' ;' II I1 II i Il /l II II II 11 II 11 II 135135-�I11 . 1 100 100 )1, I , 100 100 II I . 100 I 100 I 1 100 100 , I IF (D ILll�, 1 O O 'il 1 O I I j. 12"0 t2"0 MI 10 O --1 ' 20"x20" I 16"0 1200 I 9 I 20"x20" I 16"0 I 9 ---------J L----- --J �--- 290 VAV-2 -.__.w ._ .._ ,I�_. ..____.._,__ I �,.� iz... 0 ---- ---------------- --------------------------------------------------------------------------------------- ------- 3 ,_ �x ; I p ' - I VAV 3 1 VAV (90 10 � r� 2 (90 LB.) POC�7 �,� IVAV-5 --t--------------------------------------------------------------------------- -- ------------------------ ----- -------------' . -, 1 I 'I rl 1a all Seall8ipnatun MECHANICAL PLAN - GROUND FLOOD 1��rj PRO �\S 4,NGINEfQ si SCALE: 1/�4"=1'-0" �`e 1• CEILING SPACE TO BE USED AS A RETURN AIR PLENUM FOR THE MALL'S A/C Ot MOUNT HVAC THERMOSTATS AT 48" A.F.F., VERIFY EXACT LOCATIONS WITH THE ARCHITECT. ore SYSTEM. SIZING AND LOCATIONS FOR RETURN AIR OPENINGS IN DEMISING WALLS (ABOVE CEILING) WILL BE PROVIDED BY LANDLORD. RETURN AIR OPENING, �Av t ��t, OPNEUMATIC THERMOSTAT SHALL BE REVERSE ACTING AND OF NON-BLEED TYPE TO CONSERVE AIR. TIE-IN TO 20 PSI PNEUMATIC CONTROL MAIN. PNEUMATIC TUBING SHALL BE HARD DRAWN COPPER INCLUDING FIRE DAMPERS WITHIN THE OPENINGS SHALL BE FURNISHED AND WITH WROUGHT COPPER SOLDER FITTINGS. FLARE OR COMPRESSION FITTINGS SHALL BE USED FOR INSTALLED BY THE CONIRAGTOR. exalw►rloN ogre: os/ao/oa Project Mems CONNECTION TO INSTRUMENTA AND COt '�L DEVICES. 2- FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0" IN LENGTH AT ANY ONE LOCATION. 3 DISCHARGE PLENUM WITH 1" ACOUSTICAL DUCT LINER. PROVIDE INTEGRAL VOLUME DAMPER IN UPSTREAM END OF FLEXIBLE DUCT. 3. TEST AND BALANCE REPORT MUST BE SUBMITTED TO THE LANDLORD FOR APPLE COMPUTER INC. 4 EXTEND 10"0 EXHAUST DUCT TO CONNECT TO MALL TOILET EXHAUST MAIN. FIELD VERIFY EXACT APPROVAL UPON COMPLETION. Project Number O �__.�____ 000 LOCATION AND INVERT ELEVATION PRIOR TO COMMENCING WORK. CAD File 5.anw CAD Flle Name < FLEXIBLE CONNECTION. 2003198 M1_1dwg Descriptlon O6 (E) MAIN SUPPLY AIR DUCT FROM MALI_ A.C. UNIT, FIELD VERIFY. MECHANICAL PLAN 77 COORDINATE CONNECTIONS TO (E) DUCTWORK WITH LAND'ORD'S REPRESENTATIVE. — G TRANSFER AIR DUCT THRU WALL ABOVE CEILING. 1/4 = 1' - 0" 0 1 2 3 4 FILTER. M1 81 10 3" WIDE 12" HIGH SUPPLY AIR PLENUM WITH 10"0 LAPS, LENGTH TO SUIT. Awaa� SHEET NOTES9530 9l P2003.00488QMEC2003 00489 KEY NOTES I _ 2003 Gensler 33 of 38 a . NOTICE: IF THE PRINT OR TYPE ON ANY �II1I l IIS{11I III�III I IIII�I�I I�I�! L1j1j1j1j1jlj1�1IMAGE IS NOTAS CLEARAS THIS NOTICE � 't �-- IT IS DUE TO THE QUALITY OF THE "°�° ORIGINAL DOCUMENT d; I I 8Z BZ LZ 9L Z ibZ S Z iL L 8i i 8T Li 9i 9i 1di ST Zi it i 8 8 L 9 {9 f S _ Z [ rue ��I►��I��l��►I�� I►��►II� �� ►►►1�►�� ,�� I�I�� ►��►I�� I�II��I ��I�I►►�� ►�� III�I►�� I 11 II��l�I�I �1III1I�� II� I�� II�II��II �II�I►�II ►III IIII Illllllll ►I�I�IIII ►IIID u�l ll►IlIlI1Ll �� llLlllll II�I�I�II ti r NI: Ys p3 I .APPLE HALLWAY JANIT OR UNISEX TOILET RKEWING APPLECARE A.0-T. OPEN TO STRUCTURE ABOVE GYP. BD. CEILING OPEN TO STRUCTURE OPEN TO STRUCTURE ABOVE Washington square �EN 9585 SW Washington Square Road Tigard, OR 97223 O U O 4 4 _ I i I Two Hamson Street I I Suite 400 San Francisco, CA 94195 Telephone 415.433.3700 13 ! I I I N I Gensler Facsimile 415.836.4599 I I ACI ES ENGINEERING I I { I I I I1 W Evelyn Avenue Suite 301, vale,CA 94M Sph.y408)522-5256 dxI406,522-M t'; I fI IMocaclu.nrt � _ .__. __�__ _A-__.. ----- - 1 L _ CoPyn9M©� STOCK ROOM MANAGER OPEN TO STRUCTURE ABOVE OPE;V TO STRUCTURE ABOVE [ OPEn GPEN i SALES AREA PANELIZED CEILING SYSTEM —CEILING TROUGH, TYP. 11'-0' aF.F THROUGHOUT SALES AREA Issue Dab 8 IssueDescrlptlon BY Check -- I, ' rpt I �, ► 1 07/18/03 �., I _! =i 1p PERMIT f �-,j IIII �tiT t t l I� r • 11 - 1I ENTRY GYP BD SOFFIT ' i ® ® ® ® i I ® ® • ® r -51 2 r I I I ! .a------- i _. _.__-Y ► ► - - I oil I III I ' 1 !nnipnature �— �sa SPRINKLER HEAD LAYOUT NGINff LEGEND ��=°t' SCALE: 1/4"=1'-0" I �" '��"' 62 s/ r� G�c,��' � SYMBOL DESCRIPTION J 1. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED PER TENANT'S N-W 6. THE REVISED SPRINKLER SYSTEM SHALL 9E DESIGNED AND INSTALLED SO THAT IT IS ONE SYSTEM 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF ALL AUTOMATIC - - - SOFFITS, FROM ONE TAP ON MALL `PRINKLER SYSTEM. MULTI-TAPS ON MALL MAIN ARE NOT ALLOWED. FIRE SPRINKLER HEADS. 1 �I STANDARD UPRIGHT HEAD _1 oREcgwpp� FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. I r N 11,_ �p TENANT'S SPRINKLER SYSTEM SHALL BE CONTAINED WITHIN THIS TENANT'S SPACE AND SERVE '`'-1- _. --- �w� �►� I ONLY HEADS LOCATED IN THIS SPACE. NO BRANCH PIPING SHALL SERVE ANY HEAD(S) LOCATED IN 2- VERIFY LOCATIONS AND SIZES OF (E) FIR,: SPRINKLER MAINS. RELOCATE AND 'OR O� FLEXHEAD CLEANROOM CEILING SPRINKLER S�Av z 2. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN EXPERIENCED FIRE r r - Exalr�noN DATE: 06/30/03 PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, THE ADJACENT SPACE AND NO BRANCH PIPING FROM ADJACENT SPACE SHALL SERVE ANY RAISE SL CH MAINS TO ACCOMMODATE NEW DUCTV OPK SYSTEM. LANDLORD'; FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENT AGENCIES AND AUTHORITIES HEAD(S) LOCATED IN THIS SPACE. OO STANDARD SEMI-RECESSED HEAD ProJectName HAVING JURISDICTION OVER THE PREMISES. 3. 7H15 DRAWING IS FOR COORDINATION WITH AI:CIIITFCTURAL FINISH ITEMS AND IC 7. DESIGN DENSITIES FOR HYDRAULICALLY CALCULITED AREAS SHALL BE AS FOLLOWS: NOT A FIRE SPRINKLER DESIGN DRAWNG. PROVIDE ALL HEADS REQUIRFD BY • STANDARD CONCEALED HEAD APPLE COMPUTER INC. 3. COMPREHEN'>IVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR a. SALES AREA: NEPA 13, ORDINARY HAZARD GROUP 2 FINAL ENGINEERING DESIGN. SUBMIT SHOP DRAWING- _ — �, c b. STOCK AREAS: NEPA 13, ORDINARY HAZARD GROUP 2 (STORAGE UNDER 12 FEET). � STANDARD SIDEWALL HEAD ProJectNumber FOR THE APPROVAL BY 1HE OWNER, LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER AND I (EXTENDED COVERAGE) 01.3785.00G THE LOCAL FACTORY MUTUAL OFFICE BEFORE ANY INSTALLATION CAN BEGIN. APPROVED SHOP 4. ALL HEADS IN THE SALES AREA SHALL BE MOUNTED IN THE CENTER OF THE CEILING TROUGH. SEE ARCHITECTURAL DRAWINGS. R.P. ACCESS PANEL CADFlIeName _ DRAWINGS MUST BE AT THE JOB SITE DURING COSTRUCTION. �^ 2003198 M3-1.dwg C.H. CEILING HEIGHT Ducrlptlon _ -- 4. TENANT'S FIRE PROTECTION CONTRACTOR SHALL DISCONNECT EXISTING SYSTEM FROM MAIN - j SYSTEM, PERFORM THE WORK, TEST, THEN RECONNECT TO THE MAIN SYSTEM. ALL COSTS RELATED (E) EXISTING TO REMAIN FIRE SPRINKLER HEAD LAYOUT TO DRAIN DOWN AND FILLS ARE TO BE BORNE BY TENANT'S FIRE PROTECTION CONTRACTOR. - --- scale 5. NO VALVES OR ALARMS SHALL BE ALLOWED IN THE TENANT'S SPRINKLER SYSTEM. 1/4" = 1' 0" 0 1 2 4 8 ..� M11 Weshlna, d.H 9530 ©2003 Gensler 9P2003-0L1466,MEC2003-004 a9SHEET NOTES 34 +{ 36FIRE PROTECTION NOTES _ se- NOTICE: IF THE PRINT OR TYPE ON ANY I II III I I I I II III I I II II III II II III III I I I III III I f IIII IIIII II IIII ;UL o106 .� I IMAGE IS NOT AS CLEAR AS THIS NOTICE, V� ITIS DUE TO THE DUALITY OF THE _ _ _� _ _� ORIGINAL DOCUMENT (( E I AZ 9�L Lt 9L 1yL s S tS 08 8t 9�t LT 19T 4t 6T EI Lt TT i t 8 8 L 9 44 1if I TS l: _Tt�r�■ Illllllllllllllllll�lill IIII IIII IIII�IIII llll IIIII„II�IIII IIIIIIIII III��IIII Ililllllllll�lllllllll�lill Illlllilllllll Illllilllillll IIII IIII IIII�IIII IIII�III!III II!I�III! IIII�IIII IIII�ItU ull lul lllll 11ll11�W1W1111111ll1!II�I�IIIIIINIII ! r, ti's ot 11, 1 SEE SCHEDULE FOR APPLE VOLTAGE AND PHASES (VERIFY VOLTAGE) 1/4' DIAMETER THRU I POSE PVC BOLT W/TOGGLE TOP CAP-- OPPOSED �� E OVER CURRENT (TIP. OF 2) _ �-'""LJ BLADE DPR OPROTECTION — 3 Washingtola Square E DISCONNECT SWITCHSUPPL 1, DUCT MOUNTED ELECTRIC PAN HEAD SCREWS '"' �. DIFFUSER 9585 SW Washington Square Road !O SECURE STRAP- HEATER ; Tigard, OR 97223 LOW VAV BOX MEDIUM -�/� 3/4° X 2" POPULAR LABEL -- —--� _ S.A PRESSURE PRESSURE Q` S.A PLYWOOD TRIM y X 4 DUCT: OM DUCTWORK —_� SCREWED TO 2 X 4. (M AIRFLOW SWITCH IN n \ SUPPLY aIR DUCT ---f-- B" DIAMETER EXTENT OF 2 PVC TUBE M!(100 HOLLER 'j.— IN M ELECTRIC HEAT I I0 METAL STRAP SPI METAL DUCT P.E. SWITCH --�_ L J ( (TYP. OF 2) — — PLAN SECTION ,J ELFCTRIC HEATER l (E) PNEUMATIC ^ ,�, CONTROL BOX I � -- CONTROL MAIN l.J-"� ~' TO ADDITIONAL SECTION PVC BOTTOM CAP THERMOSTATS, NTS CLUED IN PLACC— — AS REQUIRED ELEVATION ADJUST THROW OF VERTICAL Bl.WDES FOR 1/3 OF AIR STRAIGHT AND 1/3 OF AIR TO 45 DEGREES THIS TUBE CONTAINS NTS RIGHT AND 1/3 OF AIR TO 4.` DEGREES LFFf STORE DRAWINGS AND P `✓ ADJUST THROW OF HORIZONT4L BLADES FOR 1/2 OF AIR STRAIGHT AND 1/2 OF AIR TO 22.5 N MUST O REMOVEDVA HOUT `✓ DFGREES DOWN. / / PROVIDE CONVIDE AND ATTACH THE CONSENT OF THE REVEERSE ACTING A LABEL (WITH CLEAR STORE MANAGER- Two Harrison Streit THERMOSTAT MOUNTED t'J TAPE) STATING: Suite 49 IN AREA CONTROLLED THANK YOU. San Francuco, CA 94105 �� AC _UNIT CONTROLS DRAWING TUBE Gensler Telephone 415.433.379 A STOCK ROOM DIFFUSERS Facsimile 415.83ti.4599 M4.1 NTS - -- - — M4.1 NTS M4.1 Nl•S A C IF.� ENGINEERI11' G 111 W Ev*n Avenue,Suns 3D1, 5unnyvai i,CA 91088 ph-(408)5223256 tc(408)52d•ii61 InloCacies.nN Copyrigh!©2003 Issue Date A isoas Descrlp0an By Check 1 07/18/03 VACUUM BREAKER _ PERMIT BY P.C. t{34—HW INSULATE ALL PIPM; GATT:/BALL VALVE IN ACCORDANCE WITH BY P.C. ( .) SPECIFICATIONS. c�-- CW --UNION BY P.C. (TYP.) UNION ,3/4- Typ MOUNTFAN FROM STRUCTURE3/4' r-3/4' T do P RI'LIEF ` ABOVE WITH IHf?FADED RI)DS. REMOVABLE CAF HANGERS. —� VALVE BY P.C. PROVIDEPNEOPRENE ISOLATOR INSTALLED EACH III WATER HEATER SCE — SIDE OF EXP. TANK — PLUMBING FIXTURE FOR SUPPORT SCHEDULE FOR THERMAL ADDITIONAL INFO. ACOUSTICAL LINING DRAIN PAN EXPANSION r 2' WIDE, 20 GA. SHEET - - ABSORBER` Y— II 6ETAL BAND, SECURE — .Iljl TO WALL FOR SEISMIC EXTEND 4' '40M 1' RUN FULL SIZE BRACING WHERE FAN DISCHARGE FULL SIZE TO MOP SINK.-- REQUIRED BY CODE. PROVIDE BOO EACH DIMENSION IS (BY P.C.) CONNECTION EQUAL i0 FAN NEGATIVE Of DRAIN STATIC PRESSURE DRAIN VALVE BY P.C.-- I IIIA GALV. DRIP PAN 1 e" - -- BY P.C. _ �— — — SHELF ABOVE MOP SINK, -- SHELF do BRACKETS BY SEPARATE r APPROVED GENERAL CONTRACTOR 1' DRAINS TO AIR GAP TO MOP SINK. HEIGHT G.ASKE TED ACCESS LOCAL ROOF GRAIN,--_ _ --FLEXIBLE CONNECTION FLOOR DRAIN, NOTE: PANEL FLOOR SINK, OR _I - -- 1. DRAIN PAN : MIN 1-1/2" riEEP, MIN THICKNESS 24 GAUGE AND MOP SINK. J SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL OR OR _ CONDENSATE FROM WATER NEATER, IN-LINE INSTALLATION K WATER HEATER INLINE_ --- EXHAUST FAN c CONDENSATE DRAIN M4.1 NTS M4.1 NTSNTS r —_ TURN S-SEE DETAIL INSTALLATION NOTES DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES THIS SHEET 1 AND WORKMANLIKE SHALL BF CONSTRUCTED AND ERECTED IN A NEAT I3eall8lpnaturs Cf! E , NP,N VANES-SEE RECiANGULAR DUCT�k+ DETAIL 1nS SHEET C, 2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND - — ----- -- _— — ,ASO PROP MATERIAL SHOWN !A THE SCHEDULE ON THESE DRAWINGS. MAXIMUM SIZE STEEL ALUMINUMGINE�— 3. THE DIMENSION SHOWN FOR ALI. DUCTS SHOWN IN PLAN GIVE. (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL Qr 628589E)� ^ THE WIDTH FIRST AND THEN THE HEIGHT. "THROUGH 12 0.022 INCH ) ( ) l�IlSE THIS DESIGN 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY (26 GAGE, GALV. 0.020 INCH N0. 2a B&S GAGEWHERE SQUARE 90' 'w WusE THIS DESIGN FLOOR. 13 THROUGH 30 0.02.8 INCH (24 GAGE, GALV.) 0.025 INCH (NO. 22 B&S GAGE) V, oRE ELS ARE SHOWN ON ERWHERE ROUND 45' 31 THROUGH 54 0.034 INCH 22. GAGE GALV. 0.032 INCH NO. 20 B&S GAGE. g THIS DESIGN I USE ; DESIGN APLANS OR IF SPA►. I oELBOWS ARE SHOWN 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS dERE ROUND 90' CONDITIONS DO NOT WHERE ROUND O �, ON PLANS TO PREVENT TURBULENCE. ( ) ( ) `V I ARE SHOWN PERMIT :NSTALLATION ELBOWS ARE SHOWN ' 55 THROUGH 84 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (NO. 18 B&S GAGE) PLANS OF ROUND 90 ELLS t PIANS 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING EXPIRATION DATE: 06/30/03 CONSTRUCTION IN AN APPROVED MANNER. OVER 84 0.052 INCH (18 GAGE, CALV.) 0.051 INCH (NO. 16 B&S GAGE) ProjectNano ROUND90 E!BOW 5-QUARE 90 EL W ROUND 45o El Q0 UARC-45 EL130W TAI OF TURN VANES 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. __ _ _ _ APPLE COMPUTER INC. CONSTRVQTION OF rj_�FjOW5 CONSTRUCTION OF 4 ELBOWS 8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. - ROUND DOLTS — Y� -- _ I Project Number - --MAIN — MAIN_ 9. ACCESS PANELS INSTALLED IN BF PLACED BEFORE AND/OR AFTER SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT----- FITTINGS 01.3785.000 EQUIPMENT INSTALLED IN THE DUCT. _�OW 10. DUCT aREn SHOULD NUT BE OE�,RFaSED MORE THAN 1UMAXIMUM SIZE STEEL STEEL STEEL CAD File Name[ [ PERCENT MMEN OBSTRUCTIONS CANNOT BE AVOIDED, AND (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) 2003198 M4_1.dwg-SLOPE NUT TO EXCEED FLOW FLlV/ THEN A STREAMLINED FITTING SHOULD BE USED. — Descriptlon _ THROUGH 12 0.019 INCH (28 GAGE GALV-) 0.022 INCH (26 GAr-E GALV.) 0.022 INCH (26 GAGS GALV.) ----� - �"N NOT i0 EXCEED RECTANGULAR DUCT 1' IN 4' 11. FLEXIBLE FABRIC CONNEC110NS OR EQUAL SHOULD BE 4' ROUND DUCT BRANCH TURN VAHI SHEEE- �� USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND 13 THROUGH 18 0.02.2 INCH (26 GAGE, GALV.) 0.028 INCH (24 'moi .•: CALV.) 0.028 INCH (2.4 GAGE, GALV.) DETAILS °Mr DETAIL THIS SHEET AIR HANDLINGUNITS. ' -- - -- - — - — - - - -- - -- - — - -- - - - - - °w- 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHAH BE FASTENED 19 THROUGH 28 0.028 INCH (24 GAGE, GALV.) 0.04 iNCH (22 CA"E, GALV.) 0.034 INCH (22 GAGE, GALV.) _ I- - — — RQUND BRANCH TAKEOFF ( UAR,E BRANCH TAKEOFF SECURELY AND MADE AIR TIGHT. 29 THROUGH 36 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 37 THROUGH 52 0.040 INCH (20 GAGE, GALV) 0.052 INCH (18 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) AS NOTED TYPI A RE TANGULAR IRAN TTI N. TYPIC AL RES TANG 1J�AR �-ROUNQ TRANSITION CONSTRUCTION -BRRANCH TAKEOFFS FRR�M MAIN G41 T�DUCTCONSTRUC ON DETAILS I SHEET METAL GAGESM4. 1NTS —_ — -- ��---- M4.1 NTS Washington Sa.Rd H 10.9530 (02003 Gensler BL)P2003-00466,MEC2003-00489 35 of 38 INNER War 1 - �,'�w. •__• �.m;;GFrfS.u4'�AfA`�:4AA1ir,:,i .., .. dpYrr6 i....:._.•._�c..,.;�,...:u_ea::llr8.d1R't .,'- ....,':.:_-a,;:nLev6OMr rtlf,u:,p!Rt11117AIVr`- NOTICE IF THE PRINT OR TYPE ON ANY I I I I I IIIf I I I I -_I_1 1_1._1_1_1 1-1_1_I1_1 I IMAGE IS NOT AS CL1R AS THIS NOTICE, I ! _II II I I�� _ e _ I. ^ T _1III I_11 II ITIS DUE TO TfEQUALT 'OF 1HE4 No.So ORIGINAL DOCUMENT E Z I AZ LZ 8�Z Z �6Z L �Z T1Z OZ 8T 8l Li 19T 9[ >yT S[ ZT TI t 8 1t L I B I 4 3 _ f 1 _—_ _. —__ -- _T _ I -- III I �_ l �IIII Illl�illl IIIIllill IIII�IIII I!lIIIIIIIIIII�III I IIIIIIIIIIIIII IIIIIIlIIIIIIIIIIIlIiIll IIIlllllllll�illllllllllNIINN!lIIIIIIIILIilllllll IIIIINIIIIIIIINIIIIIII�IIIIIIINIIINIIIII,lllllllll IIII�IIIIII;IiIIIIiIlllllllll1111!ltllllll tllllilllillllllllfliflllr'lill IIftiiIIIN(I. I !,4 t' h yt, t GEN ERAL NOTES APPLE �Al DESIGN LIGHT METAL STRUCTURALS COMPUTER INC . Dimensions refer to rough concrete surfaces, face of studs, top of sheathing, or top of Design conforms to the Uniform Building Code, 1917 edition, wi'h Oregon Amendments Light metal structural framing shall be fabricated and erected according to manufacturer's slab, unless otherwise indicated. The Contractor shall verify all dimensions prio, to recommendations. All structural properties shall be computed in accordance with the AISI the start of construction The Archit.ct shall be notified of any discrepan^ies or Live loads Roof (flat) 20 psf "Specification, for the Design of Cold Formed Steel Structural Members,' latest edition WASHINGTON SQUARE inconsistencies. Retail Floor 100 psf Unless otherwise noted, steel shall conform to the following specifications. p `1, � p All drawings are considered to be a part of the contract documents The Contractor stall Wind Analysis Basic wind speed _ 70 mph 9585 " Yv,, Washington Square Load be responsible for the review and coordination of all drawings and specifications pr`.or to Exposure . . . . . . B a. Studs, runners, and joists, painted, 16 gage and heavier ASTM A1011 Grade 50, .,. g q the start of construction. Any discrepancies that occur shall be brought to the attention modified to a minimum yield point of 50 ksi. `� of the Architect prior to the start of construction so that a clarification can be issued Seismic Analys s Static lateral force procedure 1 r igard, OR 77223 Any work performed it conflict with the contract documents or any code requirements shall Seismic Zone Factor. Table 16-i) Z = 0.3 b. Studs, runners, and joists, galvanized, 16 gage and heavier: ASTM A653 Grade 50, be cor,ected by the Contractor at his own expense and at no expense to the owner or Soil Profile type. Table 16-1 S Sd minimum 50 ksi yield. Architect Occupancy Category Table 16-K I - 1.0 Seismic Coefficients: (Table 16-0) Ca= 0.3f c Studs, runners, and joists, painted, 18 gage and lighter: ASTM AiUO8 Grade 33, Notes and details on the structural drawings shall take precedence over general notes and modified to a minimum yield point of 33 ksi. typical details. Where no details are given, construction shall be as shown for similar Seismic Analysis. Static lateral force procedure work, Seismic Zone Factor: (Table 16-I Z = 0.4 �, Studs, runners, and joists. galvanized, 18 gage and lighter: ASTM A653 Grade �3, Soil Profile Type (Table 16-J S = Sd minimum 33 ksi yield. All work shall conform to the minimum standards of the following codes Occupancy Category (Table 16-K 1 = 1 0 Seismic Coefficients. Table 16-0 Ca 0.44 For minimum stud section properties refer to the structural details Unifor,n Building Code 1947, with latest armendments by the state of Oregon. Near-Source Factors Table 16-S Na = 1.0 Seismic Source Type- ,able 16-U = A Metal stud and metal joist bridging (V or solid) shall be provided and installed according ASTM specifications on the structural drawings shall be of the latest revision, Horizontal Force Factors. Table 16-0) ap = 1.0 to the manufacturer's recommendations. Align at least one metal stud under every metal Rp 3.0 joist, beam, or header. Refer to the architectural drawings for the following. EXISTING CONSTRUCTION Welding of light metal shall be with fillet welds equal in thickness to the thinner of the Dimensions not shown on the structural drawings. two sections being joined. All welded connections shall be welded as shown on the I Size and location of all interior and exterior non-bearing partitions. Existing construction shown on the structural drawings was obtained from existing structural diewings Double vertical studs shall be stitch welded together on both Size and location of all door and window openings, except as noted. Structural drawings by JOHN GRAHAM, ARCHITECT, dated September 26, 1972. The Contractor flanges with 1/16 groove welds x l' long at 12" on center. • Size and location of inserts for cladding or ornamentationshall verify all existing conditions and si'all notify the Architect of all exceptions Size and location of all concrete curbs, equipment pads, pits, flonr drains, slopes, before proceeding with the work Shop drawings shall be submitted to the Architect for review prior to traction. Two Harrison Street depressed areas, change in level, chamfers, grooves, inserts, etc Floor finishes. The removal, cutting, drilling, etc. of existing work shall be performed with great care The Testing Laboratory shall send copies of all testing reports directly to the $011e 400 and small tools in order not to jeopardize the structural integrity of the building If appropriate Building Inspection Department i Sun Francisco, .� 4S Refer to the mechanical, plumbing, and electrical drawings for the following existing structural members, not indicated for removal, interfere with the new work, the J ll d lb openings, etc except as noted Existinshall he notified immediately, and approval obtained, before removal of th Pipe runs, sleeves, hangers, trenches, wall d saopeg , pGensler Telephone 415.433.3700 i existing members POWDER DRIVEN PINS Facsimile 415.836.4599 Electrical conduit runs, boxes, and outlets in walls and slabs. Concrete inserts for electrical, mechanical, or plumt,ing fixtures. The Contractor shall safely shore existing construction wterever existing supports are Light metal structural wall bottom tracks may be fastened to the concrete slabs using low- Size and location of machine or equipment bases or anchor bolts for motor mounts removed to allow installation of the new work The existing construction shall be velocity powder driven pins following the manufacturer's installation recommendations, connected and/or embedded into the new construction as shown or specified. unless otherwise noted. The rastening system used shall be as manufactured by Simpsor The contract structural drawings and specifications represent the finished structure. Strong-Tie (ICBO Report No. ER-4546). or approved equal. Pins shall have a minimum shank They do not indicate the method of construction. The Contractor shall provide all r UNISTRUT METAL FRAMING diameteof 0 145", a minimum length of 1-1/8', and shall be spaced at 16'o c maximum measures necessa'y to protect the structure during construction. Such measures shall include, but not be limited to, bracing and shoring for loads due to construction equipment, etc Observation visits to the site by the Engineer shall not include Channel braces and connection accessories are referred to on plans by particular type inspection of the aforementioned items. as manufactured by UNISTRUT CORPORATION. Shop drawings, special inspections, and material sampling and testing, when required, are specified in their respective tables in the general notes and in the specifications. Consulting Engineers 180 Pacific Avenue San Francisco, California 9410 T 415.989.1004 F 415.989.1552 www.kpff.com ftp.kpff.com �i •.i y�rt'C U R fa NOTE: aP 1/4"0 HILTI KWIK BOLTS w/ 1%2" EMBEDMENT AND � 04,�i STANDARD WASHERS WAY BE SUBSTITUTED FOR EACH D. p CLIP ANGLE it/2"xtt/2"xl6GA CLIP ANGLE 1%2"01/2"06GA CLIP ANGLE 1%2x1%2x16GA" " n` ` HILTI 'DN' PIN. MIN x 0'-4" WITH 2-0110 MIN x 0'-4" WITH 2-k10 MIN x 0'-4". TOP $ BOT WITH 2OGAx2t/2" 50 PL WITH S.M.S. EACH LEG S.M.S. EACH LEG 2-0110 S.M.S. EACH LEG 4-0110 S.M.S AT 24"o.c.EACH SIDE 1 DOUBLE STUDS + + CONTINUOUS DEEP LEr, TYP STD[; + + BOXED. SEES1 1 I --- - ' TRACK TO MATCH STUD A p� + �B 6"-20GA METAL STUD \ -- GAl1GE ( I v linos Deb 8 loos Description By Check TYP STUD - ° �1 3JH BCS #10 S.M S. EACH SIDE —QY 18��0- -- i + + AT EACH STUD a.- Permit &_Bid _ EXISTING FLOOR - F on' --- -� CONCRETE TRACK ( rlDt 1 SLOTTED _— ----- - - -- + Z SLAB VORTCAOMOVOMEFOR __-- -_ + + • \ - DBL STUDS �' �' I METAL STUD PARTITION STUD AND 20GA TRACK i., BOXED d WALL, S,A.D. ASSEMBLY, ATTACH w/ E' 3,„ 3" MIN T,� 2' V10 AT 12'o.c. A /4/ / 1-014 'P HILTI / '� 1-018 SCREW 4" 2" S.M.S.t EACH FLANGE ' / SECTION A-A EACH SIDE SECTION B-B CONCRETE DN (EMBEDMENT MAX EACH SIDE MA) 2-0.145"0 HILTI I �' ON PINS w/ 1!/8" -- - - SECTION ELEVATION EMBEDMENT ELEVATIONTYPICAL BQTTOM TRACK AND AT DOOR OP NING _ - ---- --- — _ - -- - SCALE SCALE: SCALE TNG AT INTERIOR PARTITION OPENINGS, 4' -6't MAX 3" _ -Q" 1 BOTT TRACK AT INT PARTITIONS 11/2" 2 DETAIL 3" -0" FRAM - I _ 51 SI ! MAX PANEL POINT M14` t/4"x4"x0'-4" PL ---- $1 WASHER, TYP (EPL WE E ,u-?ISI Al 6 8'o c., Ti'P 2-0.145"0 HILTI X-DNI �- 1 L.V.P. PER (E) JOIST AT 6'-8"o.c. MAX 1-0.145"0 HILTI % TIP' i X-DNI L.V.P. I EfOTT CHORD OF END OF STUD (E) OPEN WEB BO JOIST, TYP ° 1-0110 S.M.S 2-0.145 _-----------_-__-_._ _— PER STUDm STEEL JOIST - _ _— _ UNISTRUT ANGLE CLIP 5-0" MAX �- FOR T1'P TOP 35/8"-20GA STUDS BOTTOM CHORD OF --- 4-0110 S.M.S. LAID FLAT AT 16"o,c. 35/8' 20GA STUD NESTED (E) JOIST, TYP TRACK CONNECTION IN 35/o"-20GA TRACK w/ 2-0110 S.M.S. SEEe 35/6"-20GA STUDS 2-0110 S.M.S. AT 24"o.c. -- 35/8"-20GA STUDS I -- ---- ` EA STUD 6"-20GA METAL STUD 51 7 AT 16"o.c. AT 16"o.c• FOR INFORMATION 8 P1000 UNISTRUT ; BRACE TO :, IGH WITH FOR TYP TOP TRACK NOT NOTED, SEE _- BLOCKING CONNECTION, SFE�� St � � CHANNEL WITH x ='1-/i tt P1010 CHANNEL NUT I ¢ 35/8"-20GA 1 I Seal/Signature I � MTL STUD 20GA j 1% x1 " %2" ANGLE CEILING HEIGHT o AT 16"o.c. AT 5'-D'o.c., MAX w/ L+ 0110 S.M.S. AT EA BRACE 30' MIN _PARTITION WALLS. PARALLEL 10 (E) FRAMING PARTITION WALLS PERPENDICULAR TO (E) FRAMING SS ! 60' MAX --- - — — --- - - 5 TOP TRACK AT INT PARTITIONS ``ALE 6 FRAMING AT MECHANICAL UNITS SCALE: 7 TOP TRACK AT INT PARTITIONS 3%4 _ 3/4" _ ,' J - ---i -- � 1 1�2" ` 1'-0, S1.0 3-0110 S.M.S. — f'-F"ii.-. V F 20GA DEEP LEG TRACK, TOP t BOTTOM P1386 UtJISTRU f WITH 2-0110 S.M.S. AT EACH STUD BEAM CLAMP %4"x4"x0'-4" PLATE Protect Name WASHER, TYPICAL P1001 UNISTRUT GLASS PARTITION WALL, S.A.D. ` 1�, t BOTT CHORD OF CHANNCL WASHINGTON SQUARE (E) OPEN WFB APPLE COMPUTER INC. STEEL JOIST P2435 CRADLE `Project Nu )or CLIP BOTH ENDS (N) MECHANICAL UNIT K103143 OF P1000T AND TO BE INSTALLED PER ` AT 24"o.c., TYP P1010 UNISTRUT CAD File N.ime ALUMINUM CHANNEL PROVIDED BY MANUFACTURER'S �� I GLASS PARTITION MANUFACTURER � SPECIFICATION (100 Lia �G r� CHANNEL NUT CA[) FII 1 ATTACH 10 CONCRETE SLAB WITH P1000T CHANNEL MAX LOAD) (� � -- STIFFENER WHERE Dsacription 0'-0" 112"0 EXPANSION ANCHOR AT 320.c. x � BRACES OCCUR GENERAL NOTES AND DETAILS T.O, FIN FI R a TYDICAL (E) CONCRETE SLAB ON GPADE i %2"0 A307 THREADED UNISTRUT BRACE r r. IF I USEEP 000 UNISTRUT I!{oale ROD, TYPICAL PIOO IF LENGTH > 9'-0' AS NC1Tl P CHANNEL UNISTRUT I / x 30' MIN USE P1001, 10'-0" MAX CHANNEL WITH I I P1010 CHANNEL NUT ` 45' MAX CEILING HEIGHT, S.A.D. S1 -- - SCALE Y - MECHANICAL SCALE: 8 Washington So.Rd .H 10.9530 1 1 2■ c 2003 Gensler UP2003.00466,MEC2003.0048 , SECTION 4" -0" 41 FRAMING AT UNITS 510 Sof 38 POISON 111111101 ... -•- k. `. _. wrs+r,.... _. ,.. JAllfro+r�noraerhvx," � m.rerxe".o--W.m,... - P.d!!j,4sgtyYfjny.StlrJt'ii a��7'-,rh" .tSi,�:;: n, aw.w+wn. .�c�++..r.,.w.w�.,w.n�+...�.."+*.«4..............,...._....,. _ ..++�mmem+.,»+w: ..,...,... _.,.... ,. _..:,�,. ,. _-......,-...�,,m.,-....:. _r.__.._..�...•. ::marwiwrrranwr._+wwww. .,r,".�v.� � i i ,, I NOTICE: IF THE PRINT OR TYPE ON AN I I i'III:1 1 1 III III III III I I III III I I I I III I I I I I I ill 1 1 l l III III I I III III I I I I I I I III III III III I I III I I III III III I I III III l i l l l l l III I I I I I I I III III III VIII I t I I I I � I 1 14 f � I I 1 6I I _ I );, I S I I I I .�o I � �i I i� `r � t%G>�. a, ;voy IMAGE IS NOT AS CLEAR AS THIS NOTICE, L.- 1 1 1 ---L� 1_-..� �L -- �, ITIS DUET(.) THE UUAI ITY OF THE _ ORIGINAI_DOCUMENT £ 6 B6 L6 g1i L 6Z £l8 �i tIL OZ eli HI I Lt. 9(t 4T bT St I Lt it T �8 9 G 9 9 ♦ SJ t�rnw z( (( ( � T I I I� T � I --- � -- � (IIS IIII IIII IIII�IIII IIII�IIII IIII�I!II II►Ill ll�►Ill�llll�lllllllll�illllllll�lllllllll�lllllllll IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIUIII�IIII IIII�IIII IIII►III IIII�III II III►►IIII IIII IIIIIIIII�I�Illllllll!llWlJlllllll►lillllllUllll L[llilll lll11iiLIIIII11N111 APPLE COMPUTER INC . EE DD @)c �-.. FFF Q Q WASHIM TON SQUARE 14'-8" � 20'-0" 20' 20' 0 -o" - " , - - -. , - - 2 9585 S.W. Washington Square Road Tigard, Olt 97223 rn �EZW14 TYP _ - - -- — -- L------ E � __ _ --__ Two Harrison Street Suite 400 .San Francisco, CA 94105 Telehne 415.433.3700 Gensiler Facsimile 415.836.4599 I i NEW PARTITION F--'- WALLS BELOW I I TYP 1100 LBSI I MAX I , I L (E) OPEN WEB I I 100 LBS MECHANICAL UNIT STEEL JOISTS 1 MAX 1 SEES I F- - - ! AT 6'-8"o.c. I --� f --- I S, 1100 LBS 1 L1--- 1 I , onsulting Engineers 1100 LBS I MAXMAx I MECHANICAL UNIT I MAX I 1 1 780 Pacific Avenue SEE. 1 1 L•-- -J San �SR� L _ J ( I • r 415989.1004 Fa1415.989.9 ' 552 ( MECHANICAL UNIT www.kpll.com Itp.kpll.com MECHANICAL U"IIT SEE(,- � SEE3 , S, i I Swr•c rt;r�.�, P R OFrc,�, r � (E�_i141YP— A4y (E'i DEMISING WALLS PARTITION WALLS, S.A.D. 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SOFFIT IF> xK y Tigard, OR 97223 I -_i 6"-20GA METAL STUDS AT 16'o.c., TYP \ --- - -- 16GA CLIP ATTACHED c TO METAL STUDS WITH 2-#10 METAL SCREWS TYPICAL #10 METAL STREWS TYF'ICAL i y: O_ - I -- - ---- - --� _ - - .0 of F I S - - ------- -- - - - - - _ - -- - TUDS A METAL B STUDS ATTACHED TO P KK �_ _ KK BLOCKING IN MTL STUD 6l Al, 16GA A1�,LE CLIP 6 WALL BEHIND W/ 2-#10 53 w/ 2-#10 S.M.S. �' - DOUBLE STUDS I �----2-HSS BEAMS SCREWS PER BLOCK { EA LEG, BOTH 60XED, SEE 8 SEE PLAN I i MTL STUD WALL, SEE 4 Suite 400 FOR BLOCKING IN Two Harrison Street SIDES Of OPENING S7 V S3 San Francisco, C4 94105 Telephone 415.433.3700 Gensler (E) NEUTRAL PIER AGONAL Z�! ' BBUILT-UP STRAPS B COLS Facsimile 415.836.4599 "' �� BEHIND HSS BEAMS KK i q � ►.10AL STUD WALL SEE I ' i + S3 �. r� r ,1- fl --� ( S3 � i \JJ k KK 7 sK jl METAL STUD WALL r y I� G ,3 � 20GA CLOSURE CLIP Consulting Engineers s -°" 780 Pacific Avenue 0 k T.O. 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STRAP`.,, SEE '� SPECIFY ATIONS . . . _..... — _ _ -- __ 3 I- SeallSlpneture S3 ---- - " '� - 4"-20GA METAL STUD CLOSURE CLIP, TYPICAL SECTION 6 - - -- SCALE - SCALE --- -- — - - SCALE 6 �A SECTION ELEVATION 3/4" SECTION 11/2° _ ,'- SECTION 3�4" V-0" - / 4 I 103 i ► Project Nemo — 'ie� WASHINGTON SQUARE / APPLE COMPUTER INC. t BOXED STUDS ► / SEE 8 I Project Number I S2 K103143 x 3"x16GA DIAG SECTION A-A ICAD File Name STRAP CAD FILE / 3"x 16GA X I -- ---- x 2-0.145"0 HILTI X-DN, PINS, EMBED Description 3">,16GA DIAGONAL STRAP x x � � 1!12" MIN AT 3"o.c., (8 TOTAL) [)E n!I- 3"x16GA DIAGONAL STRAP x II / MAX y A 0.145"0 HILTI X-DN, STRAP PINS, AT 16"o.c., TYP DBL STUDS, BOXED ---- 15 SEE � METAL STUD \ -� �- -�---fi=--- - � � SEE ELEVATION - • - i - ---=_ -->-=•---�°-' 8aele \ / _ A, NOTED sz /J SPA AT Yo c. , - 16"o.c., TYP r (E) SLAB ON GRADE , S3 9530 SCALE» • SCALE: SCALE: SCALE: washl3-004mton 6 MEC t0,-004 1/2 = , -0 8 1 1/2" - 1 -0" • DETAIL 1 1�2 V-0 j1 BUP2038 of 66 MEC2003.00469 DETAIL S3 DETAIL " " 10 DETAIL 1 1/2" = 1 -0 ®2003 E+eneler 3e or 3e S3 S3 S3 -' Zia¢ GL.. ........"7AtS�.F3'.S Y.�•E1"+'"UO _- 'a "OWNr NNn :e+:Krr,+r•.+.« -..,.,•.,.....+..._....•m.w.....,....e+.m.+wM.er•w e«r.,wn+..�awr...w.w+wrnw r - � ••:"11r11111��11':,. :. _ �KM��.....w r......,...�..........._.._.......__....e.�.w+rrm•r»,�MMIMUiMYIk"KMM+FKwMi••... ,.. ..-. _ _. .. .:, NW aW'WYU ..... 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