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Plans '` m CUTOUTS (NOTE 120) 46 5 1 2' , ---ri RAIL DETNL 9 0 1 1 , 1 .--mi l I 111 gz z 0111 - h' 1. I f - i I DIRECTIONAL ARROW I . . ' ; INDICATE NORTH FOR HOISTWAY T o li. m D MINE ROOM PL. 203 I i - - ia1\� _ -II 1�■ 11l�\ LADDER LxTT SIMftCH I I (NOTE /20) OTI 45 H ALL FIXTURE LOCATION ' I BUFFER ,,,,LL IN (NOT ; BY C) i RIGHT HAND A SHOWN 4 -5 �• 1 r � j � I 1C I I�II 1-1 - I g g CENTER OPENING AS SHOWN 114• -2 t 1 s-6 CL OPNG 1' 11 __ � I FFT HAND OPPOSITE IIr-41 5 -r GINC 312' 1029 1575 NOTE as Fou R RAILS tN 5 iS 1. BALL BUTTON AT ALL FLOORS g ZD � ISIS I 32 ti4 333 EEE 2. O mONAL WILL Po&nON INDICATOR OR I IIII • HALL LANTERN (rTT"CL LOCATION 3 1/r r-4• D.B.G. 3 1/2 !. 1 2' I i WITH 7 -0 ' / 2134 OPENI 89 2235 89 1f I _ 1�■ 1'!I\ LADDER L1 T SWITCH ROOM IS LOCATE 5 140 IT -1r a Hsr1rr. k PIT {t ELEV.) s 140 ENLARGED RAIL DETAIL — TYP - • I BUFFER IN PIT (NOT Et( OTIs) ADJACENT TO HOISTWAYO LEFT SIDE 2592 ml (NOTE 10, 13 & 0) X ADJACENT TO HOISTW 0• AYO REM 18'- CL HSTIN. k PR (2 E1115) BUTTON ADJACENT TO HOISTMAYO RIGHT SAE 5 486 4• I �� REMOTE DISTANCE FROM HOISTWAY 2r -r O. HSTMY. & PIT (3 ELE1S.) R2 I I ' - 3' 0.. • 111 • • F A FALL WARD COSTS, • DIM BY 1•/25 MACHRLE ROOM LEVEL 8280 'I A • ' • MTH A 9• - CM r • C411 Br 1' -r /483 113' silt /z' 5 . - ROUGH OPNG 1 MINIMUM CLEAR MACHINE ROOM DIMENSIONS: 36 CL. HSIIY. & PIT (4 DRS) I R2 P ° 12 0_ .4 % 1°11 I Nv,0 4-- 7575 (/6 3 REOIIRED FOR OW •.. 5' - / 1753 X 7'-4 / 2236 11074 R1 s -B• MIN CA R IN(sIDE NOTE c: DOOR SIZE IS 3' / 914 X 7' -- / 2134 PLAN VIEW WITH CYLINDER FOLLOWER RAILS 3 1 / Z 03 Z _ • 3 t /2• SUMP OR TANN WIRED I4 PIT FOR M&LT1 -CAR GROUP ROOM LAYOUT PAGE IN OASLS w ROOM SIZES, RIGHT HAND OPENING RAIL FORCE & BRACKET DETAIL P �l y� NOT BY 0715) LOCATION TO BE SEE MACHINE . 2 1/2 2 1/2• ... ' -a a` OT1S TO AVOID SEISMIC ZONE ZONE ZONE 64 a • ATOR •. '. ENTS AND ACCESS AREA ZONE 0 OR 1 2 3 OR ABOVE 8 ' -6• CL HSTwr. & PIT (t ay.) 64 611■ 2540 551 831 110 17' -4• CL HSTWY. & PIT (2 ELEVS.) FOR a.. ZONES 2 MID GREATER, R1 245 N 369 N 490 •• S NOISTWAY WIDTH BY 2751 5182 281 421 551 25'-r CL HSIWY. & PIT (3 ELEVS.) FOR • (ADDED EQUALLY TO — R2 1 23 N 185 N 245 N 7823 . SIDE • CLEAR HOISIWAY). M AXIMUM . F: 14' - 0,. 34'-4• CL HSIwr. & PIT (4 ELEVS.) . • Y FACIA • NOT SE1F- SUPPORTING • I ! EMI • BRACKET P 4267mm 10465 FOR LONG, PS . RUNS VOID OF 1348 i BUTTON PLAN VIEW WITH ENTRANCES. ADE. • SUPPORT FOR 2'-6• 7-6 O. DPND • -e • RIGHT HAND OPENING THE FACIA MUST " BY 07H i , 813 e ee. . 8 '-Io R2� al '11 MACHRE ROOM SIZE MAY • WITH LOCAL CODE. ._ 1575 IO CONSULT YOUR ons .a ,�2 ATN CENTER OPENING R1 Hq E G F A FALL w CA e I+caExsE EIS or Br ,•/25 w AREAS REREQUIRING •. TO AME A1710 WITH A 7 - c NM ar r - /483 3 STAG INCREASE HOISTMAY & PIT WIDTH .• 2s EACH SIDE a NUa RAIL FORCE &BRACKET DETAIL (c OVERALL) oR PRIDE CUTOur .• PIT w°DE U (CUTOUT - zer a 25b a (PIT .a • i 48)11 NOTE S EISMIC ZONE ZONE ZONE SOMP OR DRAIN REQUIRE IN PIT L ZO 0 OR 1 2 3 OR ABOVE 1 I M I ' CONSULT YOUR LDS_ °T� RE>IT . TD __ � ! of T� and I I a' HALL AND LADDER LOCATION. REOIIREAI�lts ( TED WITH OTIS TO TO BE AVOID 7 ■ R1 1 132 N 4564 N 9128 N 9 ��• 1 BUTTON - . 0.1, , 2' -5• ELEVATOR COMPONENTS AM) ACCESS AREA. I 4 5 i ,051 s23,� ,0261 Nt� A. ° red Plans ,• +, HiMLL ' -• 466 N 2282. N 4564 N i, V/ f t 483 1575 � ' • • HOISTWAY FACIA IS NOT SELF - SUPPORTING BUTTON I r MAXIMUM 14� - Y ! � -/ - Date F LONG, CONTINUOUS RUNS VOID OF 1' -1 1 r S-6' 0. ERIC 1 r BRACKET CENTER t • ENING ENTRANCES. ADEQUATE SUPPORT FOR 343 1066 1263 SPACING 4267mm THE FACIA MUST BE PROVIDED BY OTHERS. 31 r 5 -r ROUGH OPNG 3'-4 1 R2 VI ,575 NOTE 1029 /r. • , Cu V 1 / ► Roots sLZE MAY GARY WITH LDr ll CODE I FFT HAND OPENING LV V `� 5 Q 0 T l(�'C c J SEE V • CONSULT YOUR ORS RESEI4TATNE 3 STAGE HYDRAULIC - ����3`> R2 _ Li NOTE c R, Passenger Model 1 �NT.I i.1 RAIL FORCE & BRACKET DETAIL 3 k168.0 0 125 F . 4 . m/s HYDRAULIC SEISMIC ZONE ZONE ZONE HYDRAULIC PFE 10 COMPORM TO ASTM A708, GRADE B, SEAMLESS Simplex Collective '---)) HAL I 4' - DIMENSIONAL DATA ON LAYOUT coIwLFS WITH ASLIE A17.1 AND/OR LOCAL CODE BUTTON 1210 ZONE 0 OR 1 2 3 OR ABOVE OFFICE COPY 1° 1/2' "-6 O. EPIC I 3'- 1/2• _ 255/ 9971 19941 REVISION APPROVAL a DG,� 6 066 T R1 1132 N 4426 N 8853 N 14.34... SNIT.'. 0M114. 4' a rl5 �AIpR • 55 . ,. n 3' — /Y 10 498 997 o7- REAI NIN D vMEWS. ( "'F THIS ARRANGEMENT MO SLIPPLEM(NTA14Y NOTES APPROVED BUILDING 1/i L 6 1 1 I FANNn (Y7FFx we WIG 3 95 R2 466 N 2213 N _ 4426 N RECEIVED MAXIMUM SIGNED LOCATION TKO. SEISMIC ZONE 3 LFFT HAND OPENING BRACKET ,4 - O° SPACING 4267mm 011ABAKELE CONK. WITH OPUS NW NOSIWAY SIZE GUARANTEED PLUMB WITHIN 1' /25m OWNER NOT LESS THAN FIGURES m SHOWN OPUS NW. LLC MAR 2u u r ARCHT. I eacHaEc s "m DATE SALES N0 ' Opus Northwest LVM 3500T DW NO. A AA28010DZ SHEETS 2 SHEET 2 Construction - OR IMPORTANT NOTES I 4' - 83 4' -8 3/8` /8• < -' 1 PIT /OVERHEAD REQUIREMENTS - 2 STAG 1432 STEEL SAFETY BEAM PROVISIONS ° BRANC S �ENERAL REQUIREMENTS BY OTHERS 1432 STEEL SAFETY BEAM PROVISIONS `" ' `J FOR A MINIMUM NET UVE LOAD OF 1. PROPERLY FRAMED AND ENCLOSED LEGAL IK STWAY INCLUDING VENTING AS 25 ` FOR A MINIMUM NET LIVE LOAD OF SPEED PIT R,g p TOTAL CLEAR HEIGHT (MIN) (NOTE A / I 5000/ (2 KG.) NOT BY 0�5 REWIRED BY THE GOVERNING CODE AND SAFETY BEAM AS SHOW. ll I 5000E (2268 KG.) NOT BY OTIS ` PIT SHOWN •PLUNGER J INCLUDIN► BEAM �T JJJ A 2 AONGTE S o T �W R TN�ANRO S M4iERE REWIRED. L 1.. F.P. 23' -6" 13' -0" 12' - �,_ 3 PR OVISIONS FOR GUARDING AND P THE HOSTWAY DURING CONSTRUCTION N.50 "1/5 4'_0• 7162 3962 3860 TO BE ERECTED, MN THE NTAJNED, AND REMOVID BY ORS • 6+ I --,^ 1r 5 F.P.M. 1219 23' - 2" 13 - 3 2 - 11 N K z ., ,, 1.64 m/s 7062 4039 937 • a 4. ALL CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLA110N. i � 8 1 N N F 25' - 5" 13' - O = 12' - 8" 6 o a3 . m N VAN 5. HOISTWAY WALLS ARE TO BE DESGNED AND CONSTRUCTED ACCORDANCE m N m S 5' 7747 3962 38 / L_ z O z d NE REWIRED FIRE RATING INCLUDING WHERE PENETRATED BY ELEVATOR 1524 ,J, ' W o s FIXTURE BOXES, AND TO INCLUDE ADEQUATE FASTENINGS TO HOISTWAY �w. b ,, 1 25' - 13' - ¢ ASSEM8 ES. A HORIZONTAL SUPPORT MUST BE PROVIDED 12' N _ c, 1 NOTE B 7646 4039 o �~ E. r m S z 6 (305mm) ABOVE THE CLEAR OPENING AT EACH LANDING TO SUPPORT 1W TFE o Q - g o g S 1 F.P.M. 27 -3" 13' - - J+BH +2 c y "' z _ BBEC UNTIL THE FRAMES At D SU S MD ARE FLOOR MUST NOT z x i ; 50 m s 182 26 t" 13 3" , 12' - 0 11" B B F JW B EO T I e I OTT) z ~ m < 0 0 6. Dom CO PRECAST C11 POURED CONCRETE WALLS. PROVIDE THE ROUGH OPENING FOR it, � � 8204 4033937 T ) a c a • -, c x HOISTWAY AS SNOIW ON UYDUT, AND ANT pIgJTNG AROUND ENTRANCE FRNfS F REEL. o < c o n 5 0 x 111 F .P. 29 - 2' 0' 12' - 8" 2 5 _ -, $ I N t < a < Ii 7. SUITABLE M 80011 WITH LEGAL ACCESS AND MINIMUM HOGNT OF 7'e' o, a I- w 2288 mm 10 BE PROVIDED. MACHINE ROOM TEMPERATURE MAINTAINED BO EN 60 2E v .---c- $ °I ' n + i a ' .50 m 7 ' - 8890 '62 3860 o Y ` N z 1 HE F 15 5 1Q(TIAIKN AND Aft OOIp1101FIG REOUNEIIIEIl1S TIER NM 11i05E SH0N1 QW ? N 6 vA 1r5 F.P. 2134 28' -10" I13' -3" 12 ' -11" �< 0 o E # < • v. `� ^ ABOVE REFER T OTIS COFRMATDN OF POWER RIPPLY FORM. s �, J a 3 � . N.64 m� •Y 0 8788 4039 3937 m b v z ° I� o 8. A SEPARATE H GROAT FOR SUITABLE UGHT F1XTURE(S) AND CONVENIENCE - m z z o • r• < o < 1 N r F. /s 9169 3 962 3860 m a O c " r `• o • 0 ' - i5 ADJACENT TO 1H F J., IN JAMB SIDE OF MACHINE LIGHT LOCATED n � I v ^ 1- � .� _ Y z I 0 o 2 i� ;' 1 ` N'< x = o ' 50 m s 9169 3962 3860 o try . 22 2 9 1 - 12' - 11" •-• `" ' a v 9. FOR EACH ELEVATOR, A THREE PHASE ELECTRICAL FEEDER SYSTEM INN A SE m N • o - z F.P.M. - '.64 m .8 4039 3937 TOp ca n, EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLT U(]HTING � A• D _ tl TOP FLR °a z I ' I v ■ 1 -- I IN THE MACHINE ROOM MID IMBED TO EACH CONTROLLER. T BR BAKER. LOCA I GN MAKE r' JED 0 REC AS NOTED -' --_ '" NE PIT. A SEPARATE BRANC CIRCUIT FOR CONVENIENCE G.F.C.L CUTLET & y - L _ - ' r 10. IN TH LIGHT FIXTURE WITH UGHT SVITC H ADJACENT TO THE FIT LADDER � iS entirety respons199a for perforntanoe at rode 11. ALL ELECTRIC POWER FOR TOOLS, UGHT, HOIST, ETC., DURING ERECTION AS ? � i(3 }. COrf8C11CYs1C C� f 'w?L�tt Wi rY, is O the 9f FOLLOYER RALS WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTING THE ELEVATOR. ma during Elks review .': =Ts7L reireve c ntrac 12 DRY PIT REINFORCED STAGE: TO SUSTAIN VERTICAL FORCES OF UP T0: ftrAlT wan ter•�U `'«B of 019Fi tkaHIYIr1g8 I 3 " TAGE HYDRAULIC 2 STALE :•/IAN AT EACH BUFFER AND speakabons. This r.TiIAci is Oflti ter eavlo v of gBriP e /ION AT THE CYLINDER HEAD. Cnndc a Welts Ole &el frl C.43nCelA of t FLOOR FLOOR 3 STAGE: .• • :•/XN AT EACH BUFFER AND gene al l�Ry;+liance writ, Ole T1'i:_p:stk.I g h t FLOOR FLOOR PASSENGER MODEL 3500 LBS 0 125 F.P.M. NO. HEIGHT • • : -./ION AT THE MURDER DER HEAD. wT1tm4 Cix:UtrrnAnis• 'The Cc7F i2t t'&1CrCr'•s1D12 t NO. HEIGHT THE ACCUMULATION OF WATER MUST BE PREVENTED. 0011C- . Tt4ng &nd CAIIVI EN*�} a: :.1+ nfl ee and dimensil EZ 13. A FIXED VERTICAL STEEL LADDER TO PIT WENDING 4' -0" (1219mm) ABOVE &OIe - jng f proCGSSOS and 1£4'1 ^+gULB o THE SLL OF T BOTTOM ENTRANCE AS LOCATED IN PLAN MEW THE PLA. CO;;S1 (4 ; OOordnattrig his work w - - i Tai of all oft g LADDER IWDTH AND PRO,EC110N FROM WALL PER LOCAL CODE trade; and performing his work in a safe a I v - - IF PIT DEPTH IS GREATER THAN 9' -10' (3000mm) [13' -9" (4191mm) O. INN IM NO FLOOR FLOW BOTTOM LANDING AND A PIT ACCESS DOOR IS REQUIRED. Sail-St IrtOry/ manner. I 3 I 14. PIT FLOOR BENEATH CYLINDERS D BLfFER TO BE FLAT AND LEVEL. VLMK EL. WITHIN CONSULTING ENGINEERS I STE. 1/e' (3mm) FULL WDTH OF HOISTWAY. (503) 222 4453 Tl . DIO1 IN 2 13' - 6' 15. ELEVATOR CAB FLOORING MUST NOT EXCEED A 'THICKNESS OF 5/16' (8mm). -� 1 :. • 1 14' - 6' 16. CNE (1) DEDICATED OUTSIDE TELEPHONE L TO THE ELEVATOR MACHINE ROOM Cate 3 Ey / X) =e= LW PIT /OVERHEAD REQUIREMENTS - 3 STAGE i 2s - °- MUST BE FURNISHED. TELEPHONE CONNECTORS TO EACH CONTRCU>:R. TOTAL EPHONE MIRIAM:NT BY OTHERS. 17 ALL 125 VOLT, 15 20 AMP, S7i;lE pHPHASE pUPID( RECEPTACLES INSTALL D N RISE MAX TOTAL PITS MACHINE ROOTS OR JACHNETRY SPACES STALL BE OF THE GELLED FAULT - SPEED PIT MIN. RISE RISE PER TOTAL CLEAR HEIGHT (MIN) (NOTE A) ', CIRCUIT - INTERRUPTER TYPE TROLLER ' , PIT SHOWN O PLUNGER J INCLUDING BEAM CUTOUTS 1Q SMOKE DETECTORS, LOCATED AS REQUIRED, WITH WRING FROM GROUP CF THE SENSING CUT' t,i�pp F m� .P. 4 237188 ' - 34' - 13' - 13' - (NOTE {20) P A OPC CLAIIY DESOLATED CONTACT PIYRESENTOIG THE SMOKE DEETECTTOR AT THE np c, (NO • / 10485 10465 4064 3962 ° 1 5 F.P. . 1 219 23' - 3 - 13' - 13' - f * DET AIL "A" C LOS E D CO RETURN LANDING FOR EACH CROUP DETECTORS ELEVATORS, PROVIDE A NORMALLY 2 S'TNA OR MACHINE ROOMS, BUT TROT THE SMOKE DETECTOR AT LOSES, Y DETAIL . (Z64 m � 7086 10414 4115 4013 H DESIGNATED RETURN LANDING (SEE ABOVE) OR TIE SMOICL DETECTORS AS a�pppp F.P. 25' -6' 37' - 13' - 13' -0" BOTTOM FUR DESCRIBED N A & B BELOW: AI (.50 m 5' 0" 7772 11328 4064 3962 :, I A. al A) IF A SMOKE DETECTOR IS LOCATED IN THE HOISTWAY AT OR BELOW THE LONER OF . -r� F & 1 5 F.P. NO 1524 T E B 7671 11278 76 13' J+8H +2 THE TWO RECALL LANDINGS, IT SHALL BE WINED TO ACTIVATE THE SAME NORMALLY r -.,: L �64 m 11278 41 4115 5 4013 013 ` { i 1 F.P. =BEAM HEIGHT 2T -4" 41' -1" 13' -4" 13' -0 (BEAM NOT BY OM) "" i ,....=•-e- i ,....=•-e- I ri CLOSED CONTACT AS THE SMOKE DETECTOR LOCATED IN NE LOBBY AT THE LONER • THE TWO RECALL LANDINGS. r - L -55 0 m I B) IF MACHI E ROOMS ARE LOCATED AT THE DES/GRATED RETURN LANDING, THE SMOKE ! - �� 6' - 0" 8331 12522 4064 3962 ~ " DETECTOR LOCATED THEREIN SHALL BE %MIRED TO ACTIVATE NE SAME NORMALLY i O.- 125 F.P. 1829 27' - O" 40' - 11" 13' - 6" 13' - 2" 1.... ON o CLOSED CONTACT AS THE SMOKE DETECTOR AT THE DESIGNATED LANDING FOR A o { (.64 m 8230 12471 4115 4013 n SINGLE UNIT, OR GROUP OF ELEVATORS HAVING ONE COMMON MACHINE ROOM AND ry inly _ z r y I 1 F.P.M. 29' - 44' - 13' - 13' - ONE COMMON HOTSTWAY, PROVIDE ONE ADDITIONAL NORMALLY CLOSED CONTACT • , i rrl (.50 8915 13437 4064 3962 REPRESENTING ALL MACHINE ROOM AND HOISTWAY SMOKE DETECTORS F NE GROUP r I 1 5 F . P . 2, 28 -11 43' - 11" 13' - 13' - CANTNOW NS MORE THAN O HOISTWAY, AND HOISTWAY SMOKE DETECTORS ARE INSTALLED. ! OR IF 1W GROUP HAS MORE THAN ONE MACHINE ROOM. PROVIDE ONE ADDITIONAL ` ° L � C? m 8814 13386 4115 4013 SECTIONAL ELEVATION - 3 STAGE NORMALLY CLOSED CONTACT FOR EACH ELEVATOR. THE CONTACT IS TO REPRESENT THE SECTIONAL ELEVATION - 2 STAGE SMOKE DETECTOR N THE HOISTED ROOM FOR THAT PARTICULAR ELEVATOR, AND ANY SMOKE DETECTORS 0 O IN 1HE ED IN T Y CONTAINING MACHINE ROOM, CR NAT PARTICULAR ELEVATOR 1 9. CODE MAY REWIRE A MEANS TO AUTOMATICALLY CALM. DISCONNECTE MAIN POND • 3 STAGE HYDRAULIC WAIF THE LOCH AFFECTED OFFICIAL). s1q(E S NOT BE t TO C ACTIVATE Passenger Model SPRINKLERS N WA HgSTYS, MACHINE ROOMS OR MACHINERY SPACES OR TO DISCONNECT 3500 lbs. 125 E.P.M. THE MAIN UNE POWER SUPPLY. SILL ASSEMBLY (BY OTIS) GROUTING IF REQV (BY OTHERS) 1588 kg 0 0.50 / 0.64 m/s 2 6' X 6'7t(a1 x 152mm N52mm CUTOUTS ) CUTOUTS ARE RE WIRED (L NOT BY 0715) ! e .Z� Fl RI LL 20. TWO Simplex Collective pFC1��ALL 7RWGH WILLL VARY DEPENDENT FOR THE UPON MACHINE DR FROM AND S '.- H IONAL C PIPE TO AO UT C TO nil Alps, (MADE D. SEAMLESS ELECTRICAL TR . • !!?, � gNENSOIAL DATA ON LAYOUT COMPLIES WITH AS IE A17.1 AID /OR LOCAL CODE ` , REVISIONS A PROVAL • UNITED I GROUT STOP Pi15a�•Au. a: . " • : :TXi. I: L �ISN.•:I.Y:E : TECHNOLOGIES E C E I V E D SILL UNE M. 02-20 -03 ' •' ' 'D! WI / THIS ARRANENT AND SUPPLEMENTARY NOTES APPROVED OT1S ELEVATOR m • ' momocum•iCiVI© BUILDING FANNO CREEK BUILDING B FRONT WA14 UNE I! 08 -27 -03 • a OvFRHEAD TABLE. LOCATION PC 6 © AN561 SIGNED DATE TIGARD, OR SEISMIC ZONE 3 NOTE 125 WAS 5 127. PCAN5695 MAR 1 1 X007 t_�.. "' - Y "'"�• .._1 7„ . ADDED 3 STAGE; SEE SHT 2. CA16A- 007115 • DETAIL �A" . , • REARRANGED VIEWS SEE SHT 2. CA16A- 007435 Siu66ANIEE CON WITH OPIIS NW WAY SIZE GUARANTEED PLUMB WITHIN 1' /25mm OW BUT ADEQUATE SUPPORT AT ALL ■ HOIST BUT NOT LESS THAN FIGURES SHOWN OPIIIILYLIZ Opus Northwest FASTENING POINTS OF ENTRANCE tip ASSEMBLY REQUIRED. (NOT BY OTIS) ARCHT. IRS ARCHITECTS Construction - OR ■ _ SIGNED DATE SALES NO. 296456 -457 LVM 3500T DWG. NO. AAA28010DZ SHEETS 2 SHEET 1 c ; 1 NNan SIN i • A l I,.a N,.1 1 7 I 6 I 5 I 1 4 I 3 I y 2 �. �. ..1:. 0 0 iiik . \ ..• _ . . . .1...I.,: . E ® IMMIX) (OITIONALI ...... • e ill • . m. ‘ 1 W . • : • ,; D � _ • o.' ` I ® I m m I INININNNIMIIIIIIIIMIIIIIIIMIIILt im1.: i r C �� I/r 1 s � + 1 C .......___._._. ,______,,,_ ZNI 11111 /al Aft \ 1 \ I _ ��i1, �,_•.r., 41---- .� �/ ` \ CASING TO EXTEND 2.0 NO AGOYE TO IT SDIT FLOOR LEYEL. NOTCH 0 act, 0 PIT B e m m �] DWG ACA29000N A 22044-07.01 A(0. A tM • 1 . A'404 1 N A 1 Lsn. �l ARRANGEMENT A 00 •11.0 . 4 . A . N ill IT ,'I «104 101- cuau LYN ENGINEERING in E LEYATOR STSTLMS •. r . . ' m • SLOONINGTON, IN. ,U • .0 • n.ne... .. E. QUINT SOMA .N -- .a� • .m s �� . r rGT If11•I Su ) ""a c �AN 9 1 ncn 1 Ref. #: 0-A i T I L I T 4 I 1 T 2 I NICWIIW SW 1 lF 1!(MINUG) Page: 3 0 4 Product LVM Date: 12106/2004 , AM , W 10 I ' AII ;;','I 7 6 5 I -I, 4 3 2 I I I • E Ij 1�_ III -........_ 0 i %.11 1► % III 1. CA 0 m AAA26ZX_ —\ R - C AAA26ZX_ A A -- �.. 1- h lllllll . I - 1 1. - ._ 1, i lti I • rT -Y1 11 — 1 - ) 1 � -♦•� - - - - -- 1 �� ' I 1 1 — Illa 2 HI/ • In ` t o / 8 O O (2) 600 J (2) 700 (2) 600 (2) 700 (4) 800 (4) 800 (2) 801 (2) 801 _ RAIL BRACKET MOUNTING HARDWARE SEE NOTE 3 - TYPE I TYPE IX TYPF I R IX (70NE ? OR (iRFATFR) A (NAYe(E 1E-0E3 CAR RAILM A 11 -11-1A AEHUYOEA(D SKEET. IPC AN2U /! IA9 /APL RAACNETS DWG AAA6108BR 2001 - 4S -II ADDED HAAONA00 OTT. TO ITIE II; CHANGED TYPE I OTT. OF i00 ." rn[ux( No. 111, no. I, No. 1 /2 ENGINEERING • FROM 2 TO 4 (PCAM4TIOITY /AN .. e[a m RA[LS ., a .[ • (SEISMIC) RLOOMINGTCN, IN. u . NO Yl r 7 r P . EuEM`(A aw.0 MN r ,TI a ,!p TT IESS - 0410 Ref. #: 1 -D — .4".. — CtISr. ." ,�..., CPC I�OAY Z. AT I ` r ' AN ISSS$ - i [If, 16 Page. 1 0!4 f 5 I 4 I 3 2 YIC.Of IIY !1'I CAD C YEe AC 1 I ,.Ic I 1 I Product: LVM, LVML, LVME 1 Date: 1210612004 — •,.7.- MASONRY ENTRANCES • ❑ Arrangement M1 - Recessed frame in masonry wall. ❑ Arrangement M2 ❑ Unfinished sorry wall, or ❑ Maso 'th furred drywall • 3.45" Min. 4.81" Min. �/ 18.18" Max. 20.01k, ax. X . W pr 4101 • F iv, '�.t 5/8" METAL OR \ WOOD FURRING GYPSUM WALLBOARD (OPTIONAL) (OPTIONAL) ❑ Arrangement M3 - Masonry with plaster finish \\ F = ,Total slide jamb depth. 18.18" M � x. W = Total wall thickness at entrance (actual; not nominal) - X = Standard side jamb extension beyond back of wall. / [1-3/16" m) typical; 1 -1/8" (28.6mm) with two speed � W / speed doors]. Entrance Frame Height: 7' 0" inches 1l2" / PLASTER FINISH r LANDING FRAME DEPTH M1 WALL THICKNESS 2 WALL THICKNESS M3 "F" = IN /mm "W" = IN /mm "W" = IN/mm "F" = IN/mm "W" = IN/mm "W" = IN/mm "F" = IN/mm "W" = IN/mm "W" = IN/mm "F" = IN/mm "W" = IN/mm "W" = IN/mm "F" = IN/mm "W" = IN/mm W" = IN/mm "F" = IN/mm "W" = IN /mm " = IN /mm "F" = IN/rpm "W" = IN /mm "W" — IN/mm Notes: 1. All frames are bolted Frame heads project 1 /4" (6 mm) beyond front face of side jamb. All jamb fa, es (head and sides) are 2 ". 2. Embossed handicap ed plates measuring 4" x 4" (102 mm x 102 mm) are applied to both jambs of eac entrance at appropriate height, characters are 2" (51 mm) high and raised with adjacent Braille. 3. Opening type and size are per cab selection. Entrances arranged for flush sill support per layout "Detail A ". 4. Sight guards are black with any metal finish door. Powder painted door's have matching powder painted sight guard. 5. Arrangements M1, M2 & M3 have a one and a half (1'Y2) hour fire protection rating. Comments: If the hoistway wall construction is masonry frame, select the correct wall profile from above and complete the required dimensions. SA Masoant.dot RE% ll �� 'LpO� a ti Project/NES Number: S164330 Page 9 of 26 Project Name: Fanno Creek Building B 1 ` � Ft Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: J �, •J O� G Drywall Entrances _ ❑ Arrangement D2 - 2 layers of gypsum wallboard on corridor side and 2 ❑ Arrangement D3 - 1 layer of gypsum wallboard on corridor side and layers of gypsum wallboard on hoistway side around metal or wood studs. I layer of gypsum wallboard on hoistway side around metal or wood. ❑ (2) Layers 1/2" Sheetrock ❑ (1) Layer 1/2" Sheetrock ' Wood or X 3 1/2" Min. 3 1/2" Min. Metal Stud 7 1/2" Max. Wood or A 7 1/2" Max. Metal Stud ;' r � 5 1/2� 'I' - r+ :vv 4 1/2" M in. '— r 91/2 i 81/2 Max. - t 5/8 t 5/8" (2) Layers 1 /2" Sheetrock (1) Layer 1/2" Sheetrock ❑ (2) Layers 5/8" Sheetrock ❑ (1) Layer 5/8" Sheetrock Wood or X 3 1/2" Min. Wood or 3 1/2" Min. Metal Stud 7 1/2" Max. Metal Stud _ 7 1/2" Max. 1. `'I W 71-1 6" Min. IP"----irlff �� S 4 314" Min. __ - !N 10" Max. . { _ 8 3/4 „ Max. - t 5/8” t 5/8" (2) Layers 5/8" Sheetrock (1) Layer 5/8" Sheetrock rrangement D1 - 2 layers of gypsum wallboard on corridor side and 1 lay of 1" (25 mm) shaftwall liner on hoistway side with metal "J- Strut" at interface. 1" Shaft Wall Liner W = Total wall thickness at entrance (actual; not nominal) Metal "J" Strut 1 X = Standard side jamb- extension beyond back of wall t ` 3 112" Min. [1- 3/16" (30.2mm) typical; 1 -1/8" (28.6mm) with two W speed doors] 7 1/4" Max. 5/8" Entrance Frame Height: 7' 0" inches ______.. -; ._�__ or 5/8" Sheetrock LANDING FRAME D PTH D1 WALL THICKNESS D2 WALL THICKNESS D3 ST,/U�D YPE] SIZE "W " /.kyp /mm "W" = IN /mm "W" = IN /mm /}7 "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = IN /mm " W " = IN /mm "W" = IN /mm "W" = IN /mm awn = IN /mm "W" = IN /mm "W" = IN /mm "W"= IN /mm Notes: 1. All frames are bolted. Frame heads project 1/4" (6 mm) beyond front face of side jamb. All jamb faces (head and sides) are 2 ". 2. Embossed handicapped plates measuring 4" x 4" (102 mm x 102 mm) are applied to both jambs of each entrance at appropriate height, characters are 2" (51 mm) high and raised with adjacent Braille. 3. Opening type and size are per cab selection. Entrances arranged for flush sill support per layout "Detail A ". 4. Arrangements DI and D2 have a one and a half (1'/4) hour fire protection rating. Arrangement D3 has a one (1) hour fire protection rating. 5. Sight guards are black with any metal finish door. Powder painted doors have matching powder painted sight guard. * Interface of the two hour wall with OTIS frame by the drywall constructor must be per OTIS requirements in order to maintain the fire rating of the entrance assembly, only the exact arrangements depicted above can be provided. Comments: If the hoistway wall construction is masonry frame, select the correct wall profile from above and complete the required dimensions. SA Ihywrnt.dot REV 03/2 #.0 ( I 0 Project/NES Number: 5164330 Page 10 of 26 Project Name: Fanno Creek Building B r 0O Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: ROUGH OPENING DIMENSIONS . I Lintel /Header Beam ® (by others) o A . c d fixtures ° C ' 0 C . o cc c o. L C 3 n a1 CO 0 O l0 Q: N U V Subfloor Subfloor to be Formed and Poured to Hoistway Wall 10" Clear Opening 1 10" (by others) Rough Opening I Notes: ; Lintel /Header Beam j ti ~ `_ (by others) • Rough opening is 10" larger on each side of , : - -__,� �, frame and 10" larger on top of theirame. b -- „ • Masonry block hoistways may be saw- • toothed at the rough opening. �il� `� '- -- ix1• • Fire rating on drywall enclosure (by others) • If header is constructed of wood, it must be ° c ' covered inside hoistway to provide proper d r Rough Opening fire rating. O a m • Forms in hoistway must be removed prior to m Otis commencing work. U • Fixture location on multiple -unit installations are to be coordinated with Superintendent. • If the contractor is planning to leave out the ` front wall, there must be adequate door -- 41 frame fastening provide, coordinate with the 10" Superintendent. Clear Opening 10" -r Note: If deviation of above is required, seek approval in writing through Otis Construction Superintendent. SA Ruffopen. • G�� 01 Project/NES Number: S164330 Page 11 of 26 Project Name: Fanno Creek Building B 0 Jb � Q' Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: 02�5� G.) Door Frame Support, Insert & Safety Beam Installation • For Cement, Drywall or Masonry Hoistway - Holed/Holeless/Telescopic Applications 2' (SEE NOTE #2) / SAFETY BEAM (SEE NOTE #2) TOP INSERT & DIVIDER BEAM \ I z ' TOP OF INSERT TO BE EVENS 1 WITH TOP OF DIVIDER BEAM � TOTAL CLEAR HEIGHT 11' 3' (8' 0' CAB) 1 I I I H 12' 0' (9' 7' CAB) (PIT /OVERHEAD REQ. BOX) ^ TO CLOSEST OBSTRUCTION \ I I I^ I V I (SEE NOTE #2) I HEADER /LINTEL I V I N I —r I TOP FLOOR I ✓ I� TOOPFLOOR I ` _� CONCRETE SLAB (NOTE #1 HEADER /LINTEL DIVIDER BEAM & INSERTS • SPACING FOR MASONARY ' - HOISTWAYS IS 13' ❑THERWISE SP'' NG q. MAIN RAILS /SAFETY BEAM/ NOT TO EXCEE' 14' 0' I L J _ PLUNGER /CYLINDER CUTOUT 1R SEISMIC ZONE 3 OR G' R - SE.YOUT� � I `y I I FROM FRONT ti ' TOP OF INSERTS TO I I i ! I INSIDE WALL BE EVEN WITH TOP 1 CONCRETE SLAB (NOTE #1 OF DIVIDER BEAMS J HEADER /LINTEL ii r-L 1 f I I J I r i l I ::j L- CONCRETE SLAB (NOTE #1� ) ! 1 L PIT LADDER BY OTHERS A 14' 8" BOTTOM I PER —/ FLOOR OTIS CONTRACT LAYOUT \ � IEPTH 3 ' 0 ' PIT j 30' X 30' INSERT rE/ <F ❑R HOLED UNITS ONLY) Notes: PIT /OVERHEAD REQUIREMENTS 1. Concrete slab at sill level (for fastening the entrance frames) to run the IWI LOCATION SPEED PIT OVERHEAD width of the front of the hoistway. Not by Otis. 2. Safety beam for a minimum net live load of 5000 lbs/2268 kg required U.S. & 100 F.P.M. (0.5 M/S) 4' -0" HOLED TELESCOPIC HOLELESS (10,000 lobs if inside drilling), not by Otis. Clearance of 2 " /50mm above beam CANADA (1219) required to allow a safety line to be attached. If the clear height to the safety EXCL. 12' -0" 12' -8" (3860) 12'-4" beam cannot be provided, the GC or owner to arrange to have the safety beam ONTARIO (3658) (3759) removed before elevator is put into service. 3. Total rise ( +/- 1") must be maintained 4. Hoistway to be plumb within 1 "/25mm. Tolerance is +1" minus zero. Must confirm to approved dimensions on the Otis layout drawing. ALL OTHERS 12' -3" 12' -11" 12' -7" 5. Telescopic product requires a 5' 0" pit for rises above 24' 4 ". (3734) (3937) (3853) 6. Holeless product requires an additional inch in pit depth for every ONTARIO 100 F.P.M. (0.5 M/S) 5'0" 12' -0" 12' -8" (3860) 12'-4" additional inch of rise above 13' 7" at a speed of 100 F.P.M and 12' 8" at a (1524) (3658) (3759) speed of 125 F.P.M. 7. A fall hazard condition requires an additional 5" of overhead space. ALL OTHERS 12' -3" 12' -11" 12' -7" o (3734) (3937) (385 I o'\ Project/NES Number: S 164330 Page 12 of 26 Project Name: Fanno Creek Building B so, �O Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: V ts`I' o sk oQ` N o c` Go6 Series 1 Passenger Cab, Doors & Fronts Panel Arrangements Series 1 Cab Vertical applied panels faced with plastic laminate. • • 2 Panels on each side • 3 Panels at the rear • Plastic Laminate: • Panels are edged in black PVC r I Applied Panels (Side Wall shown above) Center Opening Doors 1 Suspended Car Operati Panel Applied Series ng I Cab Ceiling - Integral Senes 4 Cab Height L JJ F Opening Hel t Telephone Cabinet 7 - Applied Series I Cab - Optional - Integral Series 4 Cab - Standard I= i Iol I Opening Width ��III Fascia & Return Finish: Satin Stainless Steel Floor Recess: 5/16" Car Door Finish: Satin Stainless Steel Floor Material: By Others Threshold Finish: Aluminum Exhaust Fan: Single Speed Fan Opening Width: 3' 6" Sets of Pads: 1 Opening Height: 7' 0" Cab Height: 8' 0" (7 4 -1/2" Below Ceiling) Rev. Date 10/01 Comments: ���� 1. Select the side and rear wall plastic laminate. ' i4& 7 •5g l �id I Wbi4 4 4 Alf I 2. The final floor cannot exceed 5/16" thickness. f", � �v �o *.c � 1.0 Project/NES Number: 5164330 Page 13 of 26 Project Name: Fanno Creek Building B Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: ` 140 0 0164 c CGOCr Lexan Suspende s ' • • • — D Lighting: Fluorescent Diffuser: White translucent 4 sections for 4500 capacity 8 sections for 5000 capacity Ceiling Finish: Comments: Otis DC -22L ce SA CealiogsDC- 22L.dot REV 8 /2001 G 4 � oo� # ti Project/NES Number: S164330 Page 14 of 26 Project Name: Fanno Creek Building B c(8) o Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: O■y Gp \�S HANDRAILS DH51 tn _ 11 1 -,n' 1mm Y DHSO 6 5mm 30. A - 1/2" 1 - 1/2" s E 12,7mm S (12,7mm) (38,1mm) 9 m .�• y 1 1 -//4' E t-'S- 31,76mm dia. standoff N m (typical) rkt is N I .. N _ A 1-1/4" Fac a of metal (31,75mm) or wood panel Face of metal -M dia. standoff m wood panel DH153 Red Oak Handrail 1 -314" 1 -1/2" DH154 44,5mm 31,1mm 1 -12" N I 38,1mm i f''''. I ya E • i' t�' .. • E ••• • c -1l4" P. w 1 -114" E i., 31,8mm Face of M s re m \ 31,11mm r i o Co standoff metal p dia. stand . m Face of metal--... or wood panel Finish: Satin stainless steel Diameter: 1'h" round Comments: DH -154 11/4" round satin stainless steel handrails shall be provided on the rear wall of the elevator. Handrail. dot REV 6/2001 • J 2 G�� oo • Project/NES Number: S 164330 Page 15 of 26 Project Name: Fanno Creek Building B �*I 60 Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: ` OQ e,� wog ' Y,'_ GPI. SERIES 2 CAR FIXTURE fik 7 0 ,.. A .. 0 ' ,`J Characters & "Fishtail" Braille Markings ".« are compliant with the Americans with Disabilities Act and ANSI A117.1 5 In Car Direction Lantern r '§ tl, . a y Series-2 Car Operating Panel Telephone Cabinet (Features vary per contract) ''``■ \ / ."-----...,_____ \ / r__ _____.--- --- DOOR — OPENS RIGHT El El / Left Hand R i g h t H a n d Return Return Sr Main C.00 Single Slide Arrangement Center Opening Arrangement 4\0 (Right Hand Shown) �► o, �oo\ Project/NES Number: S164330 Page 16 of 26 Project Name: Fanno Creek Building B ��'�, ��0� Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: ' : � o 1 C 0 0 6 L.E.D. Position Indicator with 1.5" • High Red Characters. Red indicator modules for fire hat symbol and please exit message behind applied gray lens (all visible 0 . 0 . 0 ,,,, only when illuminated). OOYUNI 0000 00000 00000 00000 00000 OT IS ELEV. Data plate: exact text varies by contract. rw [ARCM FINISH airutilEV "Rr"°"`"S" Firefighter's Operation Cabinet Car operating panel is metal © (MATR' g p faceplate in either stainless or 4 Bronze. Button finish varies per contract. IN -CAR LANTERN Optional operating features are included in this module grouping. 0 ♦ Exact arrangements vary per If hall lanterns are not a o [` J ) o features selected. provided, an in -car lantern is furnished in each return OZOG column (center opening cabs Optional "No smoking under receive 2; each single slide and NO SMOKING © penalty of law" applied label two -speed opening receives 1). UNDER MMOL,, a LAY NOTE ASME A17.1 -1990 requires the car number to appear on the car-operating a . White raised characters and panel if there are two or more elevators in symbols on black background, the same hoistway or machine room. ( 0 4 provided with Braille (Braille optional in Canada). Floor (4 0 markings vary. © (3 (2 - Alarm and stop switch - With Otis supplied phone: O R> W.04 communication indicator and microphone and ADA phone button ( ° 0 ( 0(- .v.) 0 0 ■ k e N <1(5 (t• Project/NES Number: S164330 Page 17 of 26 Project Name: Fanno Creek Building B O� k< �° C% Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: e G° Hall Fixture Finish by Floor Lanterns/ Lanterns/ HPI Key switches HPI Key switches Front Floor Hall Fixture Combo in Hall Rear Floor Hall Fixture Combo in Hall Designation Finish Fixtures Stations Designation _ Finish Fixtures Stations 3 Satin Hall Lantern Stainless Steel Satin Hall Lantern Stainless Steel 1 Satin Combo H/L - Stainless HPI Steel • C, do Project/NES Number: S 164330 Page 18 of 26 Project Name: Fanno Creek Building B O �� Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: Go SERIES 5 HALL FIXTURES . . ` i -k, / \ / \ ak , .) 0 0 ) ,... o 1 44/ i CO=1), d \ d / , \ / _ _ - Terminal Hall Button Intermediate Hall Button Terminal Hall Button Intermediate Hall Button with Fire Service Key with Fire Service Key Switch Switch lirNil ( DEJ v i 00 ) 1.... le ,..........., ■• 1 1 Hall Lantern Hall Position Indicator Combination Hall Position Indicator and Hall Lantern Comments: Combination hall position indicator and hall lantern shall be provided at the first floor landing. Hall lanterns shall be provided at each additional landing. Terminal hall button w/ fire service key switch shall be provided at the first floor landing, intermediate hall button shall be provided at the second floor landing and the terminal hall button shall be provided at the third floor landing. SA Ha➢fix5.dot REV 09/2003 4 *2 G0 oo� 4ti ��ti Project/NES Number: S 164330 Page 19 of 26 Project Name: Fanno Creek Building B at Contract/Elevator Number: 296456-457 Date: 1/19/2007 Customer Signature: MULTI -CAR MACHINE ROOMS 11'-6" (3505mm) - 2 Car Group 17' -0" (5182mm) - 3 Car Group 22' -0" (6708mm) - 4 Car Group — ► -1'-6" (458mm) 1'-6" (458mm) o 0 0 0 Tank Tank o 0 0 0 8' Controller Controller (2591 mm) 4' -0" (1220 mm) 3 CLEAR MAIN LINES & (1067mm) LIGHT SW. 3'-6" (1067mm) CLEAR (NOT BY OTIS) CLEAR 1 \_ • • MAIN LINES (NOT BY OTIS) 3' - (915mm) LOCATION SHOWN CLEAR —► IS FOR DIMENSION REFERENCE ONLY. OPENING NOTES: 1. Machine room sizes reflect the typical worst case conditions and Otis' largest tank size. 2. All Machine room sizes and clearances are ANSI & NEC Compliant. Consult your local code for greater clearances required in your area. 3. It is recommended that a minimum clearance of 4" be maintained between the tank and the machine room wall. 4. The preferred machine room location is adjacent to the hoistway at the lowest landing, however, remote machine rooms are acceptable. Comments: SA M • 114 .c REV 7/2000 `' 0 v o Project/NES Number: S 164330 Page 20 of 26 Project Name: Fanno Creek Building B \ de Project/NES Contract/Elevator Number: 296456 -457 Date: 1 /19/2007 Customer Signature: CP Job Site Superintendent Otis Project Number Cell Phone Name & Address Job Site Phone Fax In•order to help us meet your schedule; the following items must be complete prior to Otis scheduling the job. Initial "checked" items when they have been corrected and fax form to the Otis Construction Superintendent Otis will check the job site and confirm that all items have been completed and schedule work accordingly. Pit n Pit must be clean and dry with overhead protection (cleaning & pumping of pit by others). n Pit wall must be constructed and back filled for drive up access for well drilling truck. n Pit specifications per contract drawing (i.e., width, length and depth). All pit steel and tie downs as required. ❑ Cutout for drilling 30" x 30 "(if applicable). ❑ Metal pit ladder extending from the pit floor upward, not less than 48" above the bottom landing floor level. Hoistway n Hoistway clean and dry with overhead protection. n Hoistway rise and rough opening per contract drawing (i.e., width, length and depth). Plumb within 1 ". n Overhead clearance per contract drawing. ❑ Blockouts for to-from oil line and wiring (LVM) and Gen2 remote machine room wiring (all cutting and patching by others). ❑ Rail bracket inserts, entrance support, and fastenings per contract layout. All intermediate steel in place as required. ❑ Rail bracket attachment supports must be exposed and flush with the clear hoistway line and finished floor flush with inside hoistway wall line. Surveyor to coordinate floor lines as required. n General contractor to coordinate hoisting of cylinder or overhead equipment with Otis while the crane is on site. n General contractor to provide bearing steel, beam pockets, and concrete as necessary to support Otis equipment. ❑ FIT Method: Back of hoistway accessible at top landing or temporary work platform at top landing. False Car Method: Provide 240vac/50amp temporary power at the hoistway for hoist. Machine Room n Machine room dry and clean with complete drywall and fire sealant applied. n Location and size per contract layout. n Lockable fused disconnect switch with 4 wire (separate ground) 3 phase power, correct motor horsepower rating - per power confirmation and local code. ❑ Provide 120V /20A lockable fused disconnect for cab lighting circuit - per power confirmation. n Dry material storage and staging close to elevator hoistway. The material is not to be moved until the elevator is installed. ❑ Self - closing, self - locking, fire -rated machine room door, per local code. Swing per contract layout and local code. n Auxiliary contacts for Emergency Power/ERU operation. ❑ Provide 120V GFCI duplex receptacle and lighting with the light switch located within 18" of the lock side of door. Safety ❑ Otis / OSHA approved, freestanding, removable barricades all floors. ❑ Steel safety beam properly supported and secured against movement located over the center of main rails with minimum load rating of 5000# (or greater) as indicated on contract layout. ❑ Working area clear of debris, which could cause an accident. ❑ Adequate lighting in front of hoistway, and in machine room. ❑ OSHA approved stairwell access to all floors. ❑ Elevator work Areas 55° min. • Rollable access (wood, asphalt, concrete, etc.) or uninterrupted use of forklift or crane with supplied operator. Otis Const. Supt: I Office: I Mobile: I Fax: I Authorized Otis Representative Date: I I Authorized Representative for GC /Owner Date: GO a � pp`t Project/NES Number: S164330 Page 22 of 26 Project Name: Fanno Creek Building B o ' N Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: Goc\S • Preparatory Work By Others The following items must be performed or furnished at no cost to Otis Elevator Company ( "Otis ") by the Owner or General Contractor or their agents in accordance with governing codes. The price and installation schedule of Otis Elevator Company is based on these job -site conditions existing at the beginning and during installation of the elevator equipment. Please refer to our Installation Handbook for details and dimensions for the following items. All work to be performed per the latest revision of the applicable national code and /or local code. General Prep/Work 1. [Note: Consult with the Otis Construction Superintendent at your location concerning the following paragraph.] To meet the date upon which the elevators are to be turned over, the entrance wall must be installed or rough openings must be filled in [Select <at an agreed upon date.> Or< by (date). >] 2. Provide any cutting, including cutouts to accommodate machine -room piping, hall - signal fixtures, patching, and painting of walls, floors, or partitions together with finish painting of entrance doors and frames, if required. 3. Provide the use of a crane to place the cylinder assembly in the hoistway prior to enclosing the top of the hoistway. 4. Provide suitable on -site storage area for all elevator equipment, with rollable access to the elevator hoistway at ground level. A suitable storage area is defined as follows: a. Dry and enclosed under a dried in- building structure. b. Is within 100 ft. of the hoistway. c. Is larger than 25 x 20 ft. per elevator. Any warranties provided by Otis for elevator equipment are null and void if equipment is stored in a manner that does not comply with item a. of the above storage definitions. 5. We require suitable tractor - trailer access to the building for unloading of material. In addition, we need rollable access from unloading point to storage and storage to hoistway area. 6. If you are not ready to accept delivery of the material on the date the machine room is to be ready, you shall give us sufficient notice of a local point where you will accept delivery, and be responsible for all monthly storage fees. An extra charge will be assessed for any double handling or re- transportation of elevator material required by the general contractor /owner or agent thereof. 7. Provide sufficient on -site refuse containers for the proper disposal of elevator packaging material. Should sufficient refuse containers not be provided, disposal of packaging material shall become the responsibility of the owner. N) e-L � II-6 Fake I ) zb ' AAA Hoistwa and-Pif Prep/Work �/2bV 1 6k0*- J'T' Vt:rekIts 8. urnish adequate rail- bracket supports and bracket spacing as required by governing code, from pit floor to top of hoistway. For steel or wood frame construction, adequate backing for a rail bracket to be installed not less than 10'3" (3225 mm) or more than 11'3" (3429 mm) from the top landing. Rail bracket attachment supports must be exposed and flush with the clear hoistway line. If rail- bracket imbeds or inserts are provided by Otis, they shall be installed by others in accordance with Otis' documentation and instruction. 9. Furnish a dry pit reinforced to sustain vertical forces on car rails and impact loads on cylinder head(s) and buffer(s). The pit must be dry and clean. The elevator pit may not have a floor drain /sump pump connected directly to a storm drain or sewer. Otis recommends that the owner verify the system complies with all applicable laws. 10. [Holed Hydraulic] Provide a pit floor cutout 30" x 30 ", per typical Otis layout, to accommodate drilling for the cylinder assembly. Provide patching of pit floor after setting of cylinder assembly to accommodate a watertight condition 11. [Holed Hydraulic] Standard water connections (if necessary) for equipment and outlet line must be provided for rging • excess water while sinking cylinder well. Furnish water for sinking cylinder well at no cost to Otis. ,6�� 12. [Holed Hydraulic] If any physical obstruction or hindrance is encountered below the surface of the gro 1 i '1"cludi ,AA, t not . limited to boulders, rock, gravel, wood, metal, pilings, water, sand, quicksand, caves, public utilities, .r • • ■ othe( fie gn ,, prorfiNNA wiruc :RJRy# ,496.1s with written a ultifOzOogtturoc�0, itf vp iliktinAmlickgttire. spec Acvati �( Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: c o ,N5 CP equipment. A daily log of time and material costs involved will be maintained and we will be compensated at our current billing rates on a time and material basis for the additional costs incurred subsequent to encountering the physical obstruction or hindrance, including costs of the special excavation equipment. Protection for the installed hydraulic elevator cylinder shall be provided at no cost to us. t3. [Holed Hydraulic] Provide removal of spoils from well -hole excavation. 14. Install a fixed vertical iron ladder to pit located per Otis layouts. 15. Provide a properly framed and enclosed legal hoistway in accordance with all applicable codes. Specifically, provide a hoistway that complies with the following: 1. Dry 2. Plumb within +1 inch and —0 inches 3. Vented as required by governing code authority 4. Roof in place 5. Inserts, imbeds or rail fastening installed 6. Safety beam in place positioned side to side as shown on Otis layout 7. Otis /OSHA compliant barricades in place. Freestanding and removable barricades at each hoistway opening at each floor. Barricades shall be 42" high, have center board and kick board, and withstand 200Ibs. of side pressure. Erected, maintained and removed by others. 8. Ready for uninterrupted use by Otis 16. Furnish hoistway walls designed and constructed in accordance with the required fire rating (including those places where elevator fixture boxes and rail- bracket fastenings penetrate the hoistway walls). The hoistway walls are to include adequate fastening to hoistway entrance assemblies. One front entrance wall, at the main landing, is not to be constructed until after all elevator material is located in the hoistway. Remaining front entrance walls are not to be constructed until after door frames and sills are in place. If front walls are poured concrete weight bearing walls, rough openings are to be provided to accept entrance frames and filled in after frames are set. Rough opening size per Otis layouts. 17. Provide plumb vertical surfaces for entrance -sill supports, one above the other, and square with the hoistway. For 4'0" (1220 mm) and 4' -6" (1372 mm) two -speed door arrangements on 4500 lb. (2041 kg) and 5000 lb. (2270 kg) cars a hoistway attachment point is required for an auxiliary support bracket under the sill assembly in the center of the clear door opening. Finished floor and grout, if required, between door frames to sill line. A horizontal support is to be provided 1 foot (305 mm) above the clear opening at the top landing to support the door frame assembly. 18. Provide and install a safety beam capable of withstanding a maximum net live load of 5000 lb. (2268 kg). [Roped Hydraulic requires a maximum net live load of 7500 lb. (2835 kg).] Otis requires 2" clear above the beam. Beam must be removed before car is placed in operation if it infringes on required clearance. Machine Room 19. [Refers to elevators with remote machine rooms requiring buried piping and wire way] Provide trenching and back - filling as necessary to accommodate remote machine -room conditions. 20. Provide a suitable dry machine room with access and ventilation in accordance with all applicable codes and regulations. The machine room is to be maintained at a temperature between 60 °F (15.5 °C) and 100 °F (38 °C), with relative humidity is not to exceed 95% non - condensing. Local codes may require tighter temperature ranges. Please check with your local code authority for the exact requirements in your area. 21. Provide Class "ABC" fire extinguisher in the machine room. Fire Prevention Prep/Work 22. [Installation in the U.S. only] Provide smoke detectors, located as required, with wiring from the sensing devices to the controller(s) designated by Otis. • G- a. For each group of elevators, provide a normally closed contact representing the smoke detector at the ed • • return landing. G � , -; - - - - - - - - - loblDle Project/NES Number: S164330 Page 24 of 26 Project Name: Fanno Creek Building B J Ask Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: f'' ��ote -O cap disconnected from its load when the disconnecting means is in the open position. Size of main contacts to suit elevator power characteristics. Heat sensors, when used to automatically disconnect the mainline power supply prior to the application of water from sprinklers, shall be provided with a normally closed contact with wiring from the sensing device to a controller designated by Otis. The normally closed contact shall be closed when the heat sensor is not activated and shall be open when the heat sensor is activated. • 3 ?. [Optional for Installations with Standby Power] Provide the standby power unit and means for starting it, and deliver to the elevator via disconnect switches in the machine room, sufficient power to operate one or more elevators at a time at full rated speed. A Power Transfer Switch for each power feeder to monitor both Normal and Standby Power conditions and to perform the transfer from one to the other. Switch to have two sets of normally closed dry contacts, one to be open when the switch is in the Standby Power position, the other to open upon initiation of power transfer and to close when transfer is complete. Switch to have an inhibit function which will delay transfer to Normal and/or Standby Power by an adjustable period of 0 - 300 seconds. Switch shall have a Phase Monitor feature, which prohibits the transfer of power between "live" sources unless the sources are in phase with each other. If a Shunt Trip device is provided, an additional Normally Closed contact is required from the emergency power source. You agree to indemnify and save Otis harmless against any and all liability and costs arising out of your failure to carry out any of the foregoing requirements. Rev. Date 8/06 ` o \ V \- es i Project/NES Number: S164330 Page 26 of 26 Project Name: Fanno Creek Building B � G `° `sO �o Contract/Elevator Number: 296456 -457 Date: 1/19/2007 Customer Signature: co s Goys