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Plans lA I 4' - B 3 8• IMPORTANT NOTE 4' - 83 /8 • .j PIT / OVERHEAD REQUIREMENTS - 2 STAG `r "' _ ,43 2 STEEL ST SAFETY BEAM PROVISIONS GENERAL REQUIREMENTS BY OTHERS "' S TEEL SAFETY BEAM PROVISIONS SFEID PR TOTAL CLEAR HFJGHT MIN FOR A MBNIMUM NE T UV LOAD OF 1. PROPERLY FRAYED AND ENCLOSED LEGAL HOISTWAY MOLUDMG VINIING AS t r F OR A MINIMUM NET LIVE LOAD OF ( ) ( NOTE A ! I SODOJ (2268 KG) NOT BY REQUIRED BY THE GDVDUNDNC CODE AND SAFETY BEAM AS SHOW 5000f (2268 KG) NOT BY OTIS r 1 PIT SHOWN • PLUNGER J INCLUDIN BEAM I - 2. ADEQUATE SUPPORT FOR GUIDE RAIL FASTENINGS NOT TO EXCEEDTHE VERTICAL T- L I . SPACSPACING S40191 RAIL BRACKET QNAALSEPARATOR EffAYS WHERE REQUIRED _ x.50 F.P 4_0 7162 23' - 6• 13' - 0" 12' - 8" 3962 3860 " ' � [ i 3. PROMSONS FCR GUARDING AND PROTECTING THE HOISTWAY DURING CONSTRUCTION 1 » + - 1432 - 4 . P5 P. . 1219 23 -2 13 ' - 2 ' - = TO BE ERECTED, MAINTAINED, AND REMOVED BY OTHERS b 5 j 1.64 m /s N i^ 7062 4039 937 n 5 m i 4. ALL CUTTING CR PATCHING TO ACCOADICOATE ELEVATOR PNSTAlL1TTON. Ij m 5 m 0 1 I I 50 m F s 5• - 25' - 13' - 12' - "d e g c� - 5. HOISTWAY WALLS ARE TO BE DESIGNED AND CONS'TRUCIED PI ACCORDANCE NI1H 1524 7747 3962 386 �, = id o w FIXTURE BOSS, AND TO INCLUDE ADEQUATEFASiDIPIGS TO HOISrWAY = 1 25' - 1' 13' - 3' 1 2'- '�' v o NOTE B - ¢ (3O5 ESA HORIZONTAL SUP MUST BE FRONDED 12 �� 7646 4039 9 0 � tj � O r w S m J+BH +2 a 1'' F.P M. 8308 3982 . �y � _ r . ABOVE THE ASSEMBLY. THE ITN I W EACH DE M TO SUPPORT Tiff SHED FLOOR MUST D I BE CONSTRUCTED UNTIL THE AND ARE SET. NOT "' _ 1 8 26 - 13 - 1 12' - 11' BH =BEAM 8 OTi _ ~ b $ o o & FOR PRECAST CR P CIE WALLS, PROVIDE THE ROM OPENING FOR v b v o ' 8204 403', 3937 ) ,3 1. A _ Hp51WAY AS SHOW ON LANK ND MY MOM AROUND ENLRMKE F RAMES F REM). S 5 ( 1. o� _ 1- 11, F.P. = I 0 12 - 8 = n + S 7. SUITABLE MACHINE M ff ROW LEGAL ACCESS AND IMAM WEIGHT OF 79 z n 50 m i 8 2 3860 a' A 0 a 2290 mm 10 BE FRONDED. MAOIE ROOM 1EIFERA11NE MAJNTA EETEEN 10 <^ $ woe L71 g a pj TOLEA P F 1 55' a 378 RELATIVE HUMIDITY Ei115 ITY NOT TO EX 9 NOHCONOFSNO YDFnA C AID AR CONDIlIO1oNS IffOARE ODFR THAN T1ROSE 511 F1/226I W ,....e \ n 4.5 �' i � 1 • 2134 Mrs -3 $1 < k' k' d z Iii �- fiR $ LE o d a ` g' DE I , 4039 - gym i E o b J ' a 4 < ABM REFER TO ORS 71ON OF PO1ER STIFFLY F. �m z = b 41 ' < 1. 1 1 -• N I A Y 1. & A SEPARATE BRANCH CIRCUIT FOR SUITABLE UGIT S AND commix X > „ � ? o 1 50 m s r , 3962 • .0 ? � I ° ° "' < e = I k' 1 o � ADJA �. W1nN GFl M THE MACHIA OF NE ROOM THE YA WITH THE LIGH SI MTQI LOCATED ?� • I r 1` ` = o k' 0 1 9 13' - 3 • 12' io � b < c l JAlMB SI ROW D 'R "c 2 o. o z ° - I • : 4039 93 I " c. I , 9. FOR EAOi ELEVATOR. A THREE RIASE EIFCIRICAL FEEDER SY NTH A SEPARATE �... , , m "' , EOIPME]IT T TO TIff GROIARDMG CONDUCTOR AND A 9NGNE PNRAU: 120 VOLT LIGHTING r` TOP FLR N I { -- TOP FIR THE SUPPLY. MACHME ROOM AND WIRED TO EACH CO NTROLER. CROAT BR EAKER LOCATED - - -.- - L V 3 5 0 0 T _ 10. IN THE PiT, A SEPARATE BRANCH CIRCUIT FOR CONVDBDNCE GF.CJ. OUTLET 3 LIGHT FIXTURE WITH UGHT SWITCH ADJACENT 70 THE PIT LADDER FQLOWER RAILS WELL ALL ELECTRIC POWER FOR 100L5, UGHT HOST, ET DURING ERECTION AS WELL AS ELECTRIC RENT FOR STARTING AND ADJNG THE ELEVATOR. 12. DRY PIT 3 " TAGE HYDRAULIC T RENFORCED TO SUSTAIN VERTICAL FORCES OF UP To: 2 STAGE: . .... r I AT EAQI BUFFER AD FLOOR FLOOR PASSENGER MODEL 3500 LBS 0 125 F.P.N. FLOOR TT TIE UFF RER HEAD 3 STAGE _ • ! AAEAOM BREED AND NO. HEIGHT r : UST AT THE Dl1W CINDER HEAD TIE ACCUMULATION OF WATER MUST BE PREVENTED. 2CC6 $ 13. A FRED VERTICAL STEEL. LADDER 10 PIT EXIEND94G 4'-0' (1219mm) ABOVE (� 7HE S0. . CF TIE BOTTOM ENTRANCE AS LOCATED IN THE PUN VEw e LADDER WIDTH AND PROJECTION FROM WALL PER LOCAL CODE r I .. b IF PIT DEPTH IS GREATER THAN 9' -10' ( 3000mm) [,S - (4191mm) �,/1` of Ti gard W NO FLOOR BELOW BOTTOM LANDING A PIT ACCESS DOOR IS REQUIRED. J I l4 PIT (3rri BENEATH CYLINDERS AND BUFFER TO BE FLAT AND LEVEL WnIIN • •. OVe • Plans v - I - A STE DID = 2 13- 81EPAM 1/9• (3mm) FULL lea OF Kama /N' ( � . �rn� Date 15. CAB B FLOORING MUST NOT FXCfFD A THJOOff5S OF 5/W 1!J r 1 14' - 6' 1& GE (1) DEDICATED 071570E 1EIFPHOE LITE 10 THE ELEVATES! MARIE ROOM .. W - MUST BE MIMED. TELEPHOE CODECIONS TO EACH CCWIROUFR TOTAL , PIT /OVERHEAD REQUIREMENTS - 3 STAGE - °� I?. A I i lE � P 1 1 1 m s, 1� VOLT, 15 RIP, 910E PHASE DUPLEX RECEPTACLES NSTALLED IN ((�� 7 9. u (� Z� 06. 7 RISE SPEED PIT VIRAL, RISE RISE PER TOTAL CLEAR HEIGHT (MEIN) (NOTE A) aRgR 1EA1YE �Y SPACES, SHALL OF 'DE cTNOwm FAULT hi , CU ' PIT SHOWN PLUNGER J INCLUDING BEAM �!� CUTOUTS 1& SMOKE DETECTORS. LOCATED AS REQUIRED, N11H WRAC FROM THE SENSING E 0 1 F.P.M. 23' -7' 34' - 13' -4" 13' -0' (�� IRO) DEVKES TO A NORMALLY DESIGNATED BY ORS FOR EACH GROUP OF ELEVATORS, ' _ (NO ' Nl 1 50 m/s 4'_p• 7188 10465 4064 3962 ° r°. PROVIDE A NLFLY Q OSFD CONTACT REPRESENTING THE SMOKE DETECTOR AT ME - I _ DESIGNATED RETURN LANG• FOR EACH GROUP OF EIFVAiORRS, PROVIDE A NORMALLY • Z I , � 1219 23 -3" 34' - 13' - 13' 7086 10414 4115 4013 A• HOSTWAYS, OR MAQRiE ROWS, BUT NOT THE STONE DETECTOR AT DETAIL ' 1 1 F.P. 1 -4 13 - DESIGNATED arum LAFDONG (SEE ABOVE) W 1HE STEOIE O(1ECTORS AS 1 50 m s 5' - � 4064 3962 �TTW FIR. , DESCRIBED N A & B EELO* ' EL' 1524 _ 8 I s A) F A SHOE DETECTOR IS LOCATED DI TIE FIOISTWAY AT CR BELOW THE LOWER OF -�I , - B ,127 3 J+BH+2 b _ iNE TWO RECALL LAIDBNGS, R SHALL BE NBRED 10 ACTIVATE THE SAE' NORMALLY 1 4 13 - (EA HEIGHT) _ I D C A DETECTOR LOCATED N THE LOBBY Ai NE LOVER 1 I I F.P.M. - - 150 m 4064 3962 M NOT BY DTI$) B) F YACHME ROILS ARE LOCATED AT THE IEGGU7ED RETURN LANDING THE SMOKE 6' - DETECTOR LOCATED THDREN9MWL BE WIRED 10 ACTIVATE THE -SAME NORMALLY 1 5 F.P. 1829 2 - I I =11 1 - 13 - ° •- CLOSED CONTACT'AS NE 9100E DETECTOR AT THE DESOLATED LANDING. `FOR A 1 :..4- 1 6a m 8230 12471 4115 4013 L� j . 9NOLF UIOT, W GRC4P of ELEVATORS HAVMG ONE DEMM N YACIIE ROOM•AND . � 1,, F.P.M. 29' - 44' - 13 - 13• -0" GC.COBdGN HOISTWAY, PROVDE Off ADDnwNAL NORMULLY CLOSED CONTAC - 1 min 7 _ 0 - 8915 - 13437 4064 3962 REPRESENTING RAQIE ROOM AND iOSTWAY 5M DETtL9URS IF TEE ONOUP 1' 5 F.P.M. 2134 2; - - 1 - 13 - CO ITASIS MORE THAN ONE HO STWM; AND KE HOISEWAY WO- DETECTORS ARE INSTALLED, 1 .64 m/s 8814 13366 4115 4013 SECTIONAL ELEVATION - 3 STAGE N O. CONTACT EARN E E ROM: E TA 10 TO ME SMOK E: DETECTOR M T E MACHINE ROOM FOR THAT PARTICULAR ELEVATOR. AND ANY SECTIONAL ELEVATION - 2 STAGE GMO OE1ECiORS M TiE HI75TT/AY Ix1NTA1NMC THAT PARTICULAR ELEVATOR L V M 3 5 0 0 T 19. IF SPRIDQFRS ME INSTALLED IN THE HQSTWAY. MAODE ROW, OR MAQWNERY SPACES E. THE LOCAL CODE MAY REQUIRE A MEANS TO AUTOMATICALLY DISCONNECT TIE MALI POW x �- b' SUPPLY OF THE AFFECTED ELEVATOR PRIOR TO THE APIUCAIION OF WATER (wan n - = ' 3 STAGE HYDRAULIC WITH THE LOCAL CODE OFFICIAL). SMOKE DETECTORS SHALL NOT BE USED TO ACTIVATE ) '1.7: SPRINKLERS -, ,_ ;: 1 Passenger Model SPKLERS HQSIW'AYS. MAME ROOMS OR MACHINERY SPADES OR TO DISUOMECT - • x ' STLt AT�SEMBLY:(gy ons) 3500 Ibs.O 125 F.P.M. THE MAIN L➢NE PORN SUPPLY. -- - .• GROUTING F REO'D. (BY OTHERS) 1588 kg . 0 0.50 / 0.64 m/s OF THE C 1 m 1- • :. - -- ` Simplex Collective THE AC TA_ TWO (2)_L LOCA6' x 8'_(152mm x t CUTOUTS FOR QITOUT TO REQUIRED (NOT BY 0115). T(JA7TIbNi UTOUTT THE TO AND FROM OR PIPE AND °^_ " '' ; • _ HYDRAULIC PIPE TO COIFO M TO ASV AIM GRADE B. SEAMLESS. NIL VARY DEPENDENT UPON MACHINE ROOM LOCATION MD I. = r ` , IYEri90NAL DATA DV LAYOUT CCMPLES M N AGE A17.1 AND/OR LOCAL CODE ' [ ' J STOP REVISIONS APPROVAL UNITED OFFICE COPY L ' h -. " L. _ . Pm .1.. I ' TECHNOLOGIES 4 . it AA DDE . . T t ` �' .�c��T3 , iar;/ THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED ' OTIS ELEVATOR • A LL L INE 08- r ) I T1 5: - . WWW4G10ALMPIaI[ma :•: V.* I BUILDING FANNO CREEK BOLDING A _ .A .. P A- 007115 RECEIVED 4 ''' �„ _ • - rs4AS _5 - /12[ N>r 1�r _ SIGNED DATE LOCATION TIGARD. OR SEISMIC ZONE 3 • i GUAM= COLT. WITH MR NW .7N REARRANGED VIEWS. STE S+IT 2 CAINIA- 007435 r C3 EXPilE `� � ADDED S STAGE: SEE SILT 2 t5 HasrwA SINE GUARANTEED PLUMB WHIN 1' /25mm j' pAS A T D p E N aUATE SUPPORT A [ T NOT LESS THAN FIGURES GROWN OPUS NW. LLC OVER ' ASSEEIB[Y C REQ iF l ) ARCHT. LRS ARQpTECTS • 'R i SIGNED DATE SALES NO. 207454 -455 , MAR 1 4 2Q�1 1 ' : _ � L VM 3 5 0 0 T DWG DWG. N 0. AAA 2 8010E Z SHEETS 2 SHEET 1 Opus Northwest I T - y = _ �, 1 Con - OR Pr 4-- I RA2 curours (NOTE /20) al 5 12 0 2 1• al 1 I R 7 �O i X11 ci lII D IRECTIONAL ARROW . NORTH FOR HOISTWAY I � I a0 ^ - I. 1. 1111111 AND MACHINE ROOM PLAN. 203 �' IM • J• (NOTE PO) as HALL FIXTURE LOCATION_ I EAIFFER \_ �i & LIGHT T) I RIGHT HAND AS SHOWN I - ( o 13 0 cH) ^ im �5 EANTTO O ; „ - I f CENTER OPFNING AS SHOWN -2 1 I r-6 a CM r -1 1/2 LEFT HAND OPPOSITE � 2 I s - x ' R�oIO4aPC 31 FOLLOWER RAILS hal - tl MI 4 1029 1575 OATE f6J J uii 1 p N �: _ 1 . HALL BUTTON AT ALL FLOO 2 OPTIONAL HALL POSITION OIDICA1T R OR 6 -8' N®I CAR NSOE HALL LANTERN (TYPICAL I I II r ` 1 ti WITH r 213434 OPENING)T 3� rte' 096 3 . 4 1 2 l e � S 1/x 5 1/2' 1�■ It•�\ LADDER LxfNr�CH MACHINE ROOM IS LOCATED 14 V-10' a HsIWr a PO (1 E11v) 140 ENLARGED RAIL DETAIL — TYP N PTT NO BY ADJACENT TO HOIS'IYLAYO LEFT SIDE 252 11 m (►NOTE i o. 13 a Q f15 X -- ADJACENT TO HOTS REAR IV-o• Q. NSW. a PIT (2 BDS.) 4' -2 I BUFFER ADJACENT TO HOISTWAYO ROST SIDE 5186 II - 1270 I , IOLA i S�REMOTE DISTANCE FROM HOISIWAY 214 a wart a PIT (3 ans.) S) r� a . • IF A FALL WARD 00515 ••• •' DM BY 1725 M4CHOff ROOM LEVa I 1111 TRH A 9 CAB CAB or BY r -x/493 1 • �' I3'- /� 5 ROUGH .•AT a MINIMUM CLEAR 1∎4 00NE ROOM DA1ONS1ONS: 36' -4 a. MY. & PT (4 ETI) 1575 (NOTE f6 3 REQUIRED TOR J J 5' -9 / 1753 X 1-4' / 2238 11074 • MN • D9c. I 3 CM INSIDE NOTE a DOOR SZE Ls 3 / 914 X 7-O / 2134 PLAN VIEW WITH CYLINDER R1 R2 3 , I 1 r su + '� FOR MULTI -CAR GROUP M,�4E ROOM SIZ S. RIG HAND OPENING RAIL ORCE & BRACKET DETAIL rI� • Fr 0115) LOCAION SEE MACHINE Roots LAYOUT PAGE a Q SlS. 2 1/x 2 1/x , 3, OT5 TO AVOID SEISw6C Z ONE ZONE ZONE 64 64 3 . TOR ••• • • ., AND ACCESS AREA. ZONE 0 OR 1 2 3 OR ABOVE 6 '-6• a.. HSIWY. a PR (1 aEv.) a no 1� � ti CL-16111Y.-14 FOR -'.- ZONES- 2_ AND _ GREATER. R1 2 45 i N 3 490 N 5162 •-, ..: HOISIWAY WIDTH BY 2 LLL. 2 8/ 423 55/ FOR 25' a HSTTNY. a PR (3 ELEVS) ' • (ADDED EQUALLY TO R2 123 N 165 N 245 N 7823 • SIDE • CLEAR HOISIWAY). .1 ! MAXIMUM T 14' - 34'-4• d HSTWr & PIT (4 ElEVS) • Y MN •NOT SELF- SUPPORTING _ ,SPACING 4267mm 10465 FOR LONG, •J. J RUNS VOID OF 1 , BUTTON PLAN VIEW WITH ENTRANCES. ' SUPPORT FOR r -e a OM 2 RIGHT HAND OPENING THE FAOA MUST if Off r 8t o 3 - 813 10' R2 MA ► a6NE ROOM s� MAY • WITH LOCAL CODE. r 'rill CONSULT YOUR o"s " AVE rIDE.5 CENTER OPENING %E. 6 r 2 F A FALL WARD CMS NOM DIM BY 1726. R1 R2 DI AREAS REQUIRING TO ME A17.1a -2002 WITH A 9' -7' CAB NCROISE Dr BT 1'- 7'/483 3 STAGE illi diglA INCREASE HOISIWAY a PTT MOTH 2 EMI SIDE NalLa !� REQUIRED FOR WM. (s OVERALL) OR PROSE CUTOUT PIT LADDER RAIL FORCE & BRACKET DETAIL (CUTOUT - 2611 x 23b x (PR i , • • + 487H). NOTE C: ' BuFF SEISMIC ZONE ZONE ZONE ■ CONSULT YOUR LOCAL OTIS REPRESONT J TO SUMP OR GRAN REQUIRED D PIT __ _ ZONE 0 OR 1 2 3 OR ABOVE 4 HALL BUITDNN 1 .. .. CONFIRM YOUR SPECIFIC REQLRREMENTS (NOT BY 0115). LOCATION m . 255E 10261 . 20521 1370 A� L400 i WITH 011S 10 AVOID 7 1111 R1 1132 N 4564.N 9128 N x -5 r -5 ELEVATOR COMPONENTS AND ACCESS * N M 1051 523/ 1026/ ' i.:,. E , = I I 466 N,_ 2282 N 4564 N :r� - 1s ' J eti HOISIWAY FACN 6 NOT SELF-SUPPORTING ,' r- e I P- 1r MAXIMUM 14' BRAC FOR LONG. CONTINUOUS 141.06 VOID CENTER • • ENING EmRANcE�. swPPOTTT FOR 1068 1293 G 4267mm THE FACIA MUST BE PROVIDED BY OTHERS. 3 1 s - x ROUGH OM r-41 89 1575 I i • 1029 / R2 rill R TEPRES MAC:HINE 5� MAY VARY WTTH LOCAL CODE FFT HAND OPENING LVM 35001 CONSULT YOUR OTIS ONTATNE sa NOTE G _ R1 R2 3 STAGE HYDRAULIC A:.A.! II. 2 STAGE Passenger Model II I RAIL FORCE & BRACKET DETAIL 158 kg 0 0.50 F.P.M. 4 m/s A L T II I 4' -2 IC FOE TO COMM O ASIM A108 GRADE a SEAMLESS Simplex Collective BUTTON / TL 7u ZONE 0 OR 1 2 3 OR ABOVE DIIE7610NAL DATA ON LAYOUT COYPLES WITH ASMEE A17.1 NO /OR LOCAL CODE - 255 •4 r - 6' — r' 997 19941 EVISIONS SEISMIC ZONE ZONE ZONE MORA N'P2ffiYAL ' ": Rt 1132 N 4426 N 8853 N 03 11-04 I " I a, IJ j 1051 49 9973 07 -25-04 REARRNIC D VI Ny1 14 A- 00743 THIS ARRA NGEMENT AND Si Si E1 NOTES APPROVED B e ELEVATOR 466 N _ 2213 N 4426 N RECEIVED main mix RI m N xNI A I FFT HAND OPFNING BRACKET 14' -0" SIGNED DATE LOCATION i. Si: SEISMIC ZONE 3 SPACING 4267mm f E CONT. WITH OPUS NW HO1IWAY SZE GUARANTEED PLUMB WITHIN /2 a NW_ LLc MAR 1 4 2007 BUT NOT LESS THAN FIGURES SHOWN ARCHT 1 RS ARINmr1s Opus Northwest SIGNED DATE SALES NO. 1f17« .SS Construction - OR LVM 3500T I DWG. NO, AAA2801 ODz SHEETS 2 SHEET 2 II wp ,, ti'0. 'r-i ",, ' 1 • 1 l' ,_1 - - . . . ■ r . . A 1 I LK:: SI I 7 I 6 1 I 5 I ,I, 4 I 3 I 1 2, H . 1 • . • ., • . . . . E . 0 (OPTIONAL) ( II ' COMM.) ' . • . • ..: E . , . . m . . .. . .. . .. , . ,....... , _ . . • 0 ' li 0 limilm...■•■• .. .. . ' . . - • .. • • . 71 . • • D - • \ \ 0 . ' - • - . • • 0 ' > . I 1 I 1..) • ___ . • , . ___ . _ 1 .---• .-....... o • '■ mai — ..:- l k A .4,, 0 c v_ g. r , c --omw,*/ - . .- . . \415=avai .—........._ , . , ' Fllij kIMIIIIIIL P d P i aik r, tor Ani VOP MIL • _„41,W\ \ 4t, CASINO TO MEND 2.0 --- ABOVE PIT ELCOA LEVEL. NOTCH TO SUIT o IT 8 - 4C) (I) PIT B 0 0 0 . _ . , . . A CM4104; A 2002-07-01 ACC)* A 0(00611(0. IOCAN4003)NAWAA 1E1..0E:3 ARRANGEMENT DWG ACA29000N 003.10- , AAWN N AO . AN J.N MULL MAIMS • LVM ENGINEERING 'U. DIU EL EVA TOR ST3 T/113 a a OLOONINOTON. IN. ....1 ti , .:1 • am No . gm E. °RENY anion We An • . M a 11161(11 ." R. 11,11.111 1116-10-11 k gum ,epaia 1.0A.v.kry.....” _- g _Put 3 Ref. #: 0-A 1 5 Ar 4 3 -1 1 2 I NICOOTILU VW I fp Page: 3 of 4 1 I 1 Product: LVM Date: 12/06/2004 _...... ___....___ ._ _.-.. - -- w 'I A l 17.: A n ;;u l 7 I 6 J/ I I 5 I q I 3 I I 2 I 1 !:' E 1111LIIillil 1 , I\1 E , 1 L 1 L 11111111111111i 1•� ,� NAATOT=�0= ;1;1 .1 1� ` D 1.111.1.11111111.111MMEmimmommeml (\ MI 0 1 D g AAA261X_ 1 33 - C AAA261X_ r A — C [ i i ' I t , ; I li 47--Y1 flr ME MN 2 ti f til - -- till 8 • - ! B O O (2) 600 (2) 600 (2) 700 (2) 100 (4) 800 (4) 800 (2) 801 (2) 801 RAIL BRACKET MOUNTING HARDWARE SEE NOTE 3 - TYPE I. TYPE TX TYPF I R TX (7ONF ? OR fTRFATFR) A _auto 0S-11-I4 RENUMBERED SKEET. MAMMA) PAB/RIL ASSEYB L; 7 TM-OS-I! ADDED HARDWARE OTT. TO TYPE II: CMANGID TYPE I OTT. or 000 ''�� `•'�' CAR PAIL I. No. TI DWG AAA6108BR A FROM 2 TO 4 IPCAN4710)Tv /AI �■� MUMS No. Ill, No. I. No. 1 - I42 ENDURING - ato. tom RAILS • (SEISMIC) :n * '.0 * tmm� BLOOMINGTON, IN. Ref. #: 1 —D °' • ' Otis P. °Pnu tlMWI MII V d nu•0 1 0 .4 � Z Op YIO 7 4 ° Lu ~�"•"^ ('�AN1 a3 6 ta[tt a7 ' 76 Page. 1 of 4 5 I I q I 3 I 2 1 NICROFTLM :T•1 1 c.e ccacaATED Product: LVM, LVML, LVME Ir..R.a1RtIaI Date: 12/06 /2004 - . " ?��t9;. _,,,, - . 7 _ ._,. _ - . -;�.\ .. .s ` `• , i �� 4,4 : - !o Exception Taken ❑ Make Corrections Noted i) 5 ' ievise & Resubmit C3 Record Only ❑ �;-.4 � ;r;,Imitcr is review is for the limited purpose of checking for E LEVATOR . APPROVALS ;ottt In the contrract Documents. . the action i n di ca jxpr cated essed In the Cantac? Doument. Any actio idited s subject to the requirements of the Contract Documents. Determining the accuracy and completeness of submittals, Submitted By: Ann Anderson ncluding dimensions, •q ant ties, fabrication and techniques Otis Elevator Company Df construction, installation requirements, and coordination at the Work remain the responsibility of the Contractor as 7216 SW Durham Road, Portland, OR 97224 - equired by the Contract Documents. Prepared by: Ann Pauly- Anderson Ph: (503) 624 -3861 _RS Ar chjtA ,lti s rA i li�� Fax: (503) 684 -5427 p., 1 r -fn / 2/1D/07 For Project Fanno Creek Building A Tigard, OR 97224 Ph: (O3) 9:L,4000 Fax: ( ' 3 ) - 8 : 8 Contractor: OPUS NW Architect: LRS Architects, Inc. Owner: OPUS NW, LLC i3Contact : Jim Sheppard ❑Contact :777b / � * s� ,3/ , �pAG7f — ❑ Contact : 1500 SW First Avenue; Suite 1100, Portland, 1121 SW Salmon, Suite 100, Portland, OR 1500 SW First Avenue; Suite 2.Ae Portland, OR 97201 97205 OR ?95 PAW/ Ph: (503) 916 -8963 Fax: (503) 478 -8038 Ph: (f o 3),2.21 - /,j/ Fax: *3),2 -2,,77 Ph: . _5) P / / -B Fax: (ark 9 / ,e -/j/' Six (6) Sets of Approvals Submitted — Return two (2) sets to Otis Retain one (1) set on Job Site - Disburse remaining three (3) sets to the; General Contractor, Architect O p r n �A. - � ' ' ' 1= arc '..)-1_1. : ! C 01/19/07 114,$ 50 Date Submitted Approval Signature ,., ',',I r� ;,, 'i1,i !ldkisCL 02/26/07 ` f f -y5„EM' 0Rktittovibtu ISE ANDREsuBtar -- 4 Date Returned LL�J NS/,VS`I ❑ REJECTED MAKE CORRECTIONS AS NOTE r • , ' Vendor is entirely responsible for performance of h . , / product(s). Corrections or comments made on the shop ' h OPUS SUBMITTAL, REVIEW drawings during this review do not relieve contract° VA' from compliance with r tmirerTtents of the drawings and REVIEW BY OPUS NORTIAMEST CONSTRUCTION, LLG IS FOR DESIGN emir ONLY S specificatmons. This check s only for review of general 11BCONfRACTOR ANDICR SJPPUER IS RESPONSIBLE FOR Oe Nl3ONS. QUANTITIES conformer a with the r+e3irn conc ct or the project QUANTITIES NO FULL O t.PIUNCE MTH THE REOI ENTS OF DE general compliance with the information given in the me OOQltIEMS REVIEW If OPtS NORTHWEST. 11.G ODES NOT contract documents. The contractor is responsible for RELIEVE SUBCONTRACTOR AND/OR SUPPLER OF THE RESPONSIBILITY EN u I conforming and correlating ail quantities and c mension; PEOURED ni THE T15 NO COPOITIO6R OF DOR CONTRACT MN tab. cation processes and techniques of OPUS WORMER LC. construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. VLMK CONSULTING ENGINEERS frf llic.H. /�„441.,.ea w1E0 /F- 03 (503) 222.4453 ` � Date - 2 - 07 By 7k) aws swum • . /y- .2 vat -,2 -1e t � r.. 01 Project/NES Number: S 164330 Page 1 of 26 Project Name: Fanno Creek 0 No 4te0 Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signatur% �� 09‘. gyp. V CRITICAL CONSTRUCTION INFORMATION • Customer: OPUS NW Project: Fanno Creek ❑Contact : Jim Sheppard, Tigard, OR 97224 1500 SW First Avenue; Suite 1100, Portland, OR Ph: ( ) - Fax: ( ) - - 97201 Ph: (503) 916 -8963, Fax: (503) 478 -8038 Invoicing Information Please advise as to the date invoices must reach your office each month to be processed in a timely manner. Invoices are due on the of each month. Job Site Information 503 — S/9 6Oig Ec.G) Name of Superintendent: R EC1c SOYVIIvtEQFgLI� Phone #: 5Q3- 03 . J Driving Directions: _ I -5 South, Exit 291 toward Carmen Dr./ King City, Turn right onto SW Upper Boones Ferry Rd., Turn Left x Tj Ic-E_ onto SW 72' Ave/ SW Upper Boones Ferry Rd., Continue to follow SW Upper Boones Ferry Rd. .1 miles, Slv e ?'PEE 1 ONh Turn Right at first light, Project on Right. Please provide the udleb Date you would like elevator material delivered /4r.�u 14 loo 7. Date you would like the Plunger & Cylinder Delivered A4, t 11, boo Date elevator installation to be completed by Q eft, e r 9 2GV7 . Note: If any changes in the shipping schedule necessary there is only an eight (8) week window within which we can change the date with our factory. Any changes to ship date must be made eight (8) weeks prior to the original material delivery date. Changes requested less than eight weeks before shipping date may result in additional costs. Consult your Otis Representative. Job -site must be ready for installation when material is delivered (see below for details). If the site is not ready when material arrives, the material needs to be placed inside the building in a dry, safe area. Contractor must provide roll -able access to move material from the truck into the building, provide a forklift and an operator to move material at no cost to Otis. If the material cannot be stored inside the building, you will be required to pay for additional handling and/or storage until the building is ready. If the material is not stored in a dry, safe place, or outside exposed to the elements, Otis is not liable for any damages to the material, and you will be required to pay for any necessary repairs or replacements. Provide sufficient on -site refuse containers for the proper disposal of elevator packaging material. Should sufficient refuse containers not be provided, packaging material shall become the responsibility of the owner. If Otis is directed in writing to install elevator equipment early (such as rails), and building is exposed to the weather, there is a possibility of rust forming on the equipment. If fireproofing is applied, there is a possibility it will adhere to our equipment. Should clean up be required for either fireproofing or rust formation, it will be backcharged to the General Contractor. The following must be provided, by others, prior to Otis manning the lob -site 1. 3 -Phase Power and Disconnect per Confirmation of Power Form 2. Hoistway, Pit, and Machine Room dry & clean 3. Storage space close to elevator with roll -able access 4. Inserts and fastenings provided per our approval package 5. Steel safety beam with a minimum net live load of 5000 Lbs. (2268KG) 7500 lbs. Roped Hydraulic requires a maximum net live load of 7500 lbs. (2835 kg) 6. Freestanding Removable Barricades Comments: We are pleased you have selected Otis Elevator Company for your upcoming project. In order for on time installation of your elevator(s), please provide the information and requirements requested above. SA cnLHyd dot REV 8/2001 � a4°® Project/NES Number: S164330 Page 2 of 26 Project Name: Fanno Creek �a ! Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Ao� Go /SiNo� ELEVATOR HOISTWAY APPROVAL DATA • Customer: OPUS NW Project: Fanno Creek, ❑Contact : Jim Sheppard, , Tigard, OR 97224 1500 SW First Avenue; Suite 1100, Portland, OR 97201 (3)+ (,$) 472 • (503) 916 -8963, (503) 478 -8038 ❑ Sprinkled Hoistway — If sprinkler system is installed in the hoistway, weatherproof (NEMA4- Traction only) equipment and wiring will be provided in the pit by Otis to comply with ASME A17.1 102.2 (c) 5 (a) & (b). Product Confirmation Please sign the attached approval layout (Drawing #AAA28010DJ) in the space provided confirming the dimensions, opening arrangement, coordination notes, etc., shown therein. ® Firefighter's Service Operation (Required by ASME A17.1) We will provide phase I & II control provisions. You must provide the Phase I designated floor designation (egress) that the elevator will return to in event of fire, as well as an alternate floor designation which the elevator will park at in the event that the fire is a the designated landing. The egress landing is the floor level that occupants of the building will exit at in case of fire. Designated Phase I Stop: /5 Alternate Phase I Stop is: /24 Select Main Egress Designated Stop /opening: (may differ from Designated Phase 1 stop) Changing the Phase 1 designated egress, Phase 1 alternate egress, or Main egress landings after the elevator is ordered will cost a minimum $500 extra to cover software changes, Braille markings, and floor markings. The above landing designations are confirmed. SIGNED BY: DATE: vh Landing Designations and Floo igh4s �� I g� L 41 Hoistway Front Floor Rear Floor Configuration Designation Feet h s Fractions Designation Feet Inches Fractions Overhead 14 0 3 Stop 3 2 Stop 2 13 06 1 Stop 1 14 06 Pit I .. 0) , 2:-281''_0"'7 - - -- . .. _._ , ' n . -,', . .. :. _- ... 7 Comments: Please verify the floor d ignations as shown and the vertical travel as shown. Please select the Designated Phase I a Alternate Phase I stop. SA hoLslimp dot REV 8/2001 y 1 D Vfol21 Ftl g 1 pp1 Project/NES Number: S164330 Page 3 of 26 Project Name: Fanno Creek c"-164 1 o ,Ne R • Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: o' won - O Cps Entrance Door, Frame, and Sill Finish per Floor Front Floor Entrance Entrance Rear Floor Entrance Entrance Designation Door Finish Frame Finish Sill Finish Designation Door Finish Frame Finish Sill Finish 3 Satin Stainless Satin Stainless Aluminum Steel Steel 2 Satin Stainless Satin Stainless Aluminum Steel Steel 1 Satin Stainless Satin Stainless Aluminum Steel Steel SA ENTFIN.dot REV 8/2000 • o NIV® • 1 p0 Project/NES Number: S164330 Page 4 of 26 Project Name: Fanno Creek o � ` � e o R Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Doveop Confirmation of Power Supply - Hydraulic Approval ' Customer: OPUS NW OTIS ELEVATOR COMPANY ❑Contact : Jim Sheppard Otis Elevator Company 1500 SW First Avenue; Suite 1100, Portland, OR 97201 7216 SW Durham Road, Portland, OR 97224 Project: Fanno Creek Contact: Ann Pauly- Anderson , Tigard, OR 97224 Phone: (503) 624 -3861, Fax: (503) 684 -5427 NOTE: Manufacture will not be started until the owner or the owner's representative signs and returns this form to Otis Elevator Company. This form must be completed, signed and returned by to meet the scheduled completion date of A. POWER CONFIRMATION Our records indicate the supply to be as indicated below. You are requested to verify (or correct) this information and confirm its accuracy by your signature in the space provided. Should a change in the information provided subsequently occur, immediate notification o the change is necessary. 1. volts, three- phase, 60 hertz and a separate equipment - grounding conductor. 2. Wiring to be sized in accordance with maximum lug sizes. 3. Voltage variations to be within ±5% of normal. Frequency variations to be within ±2 hertz. If voltage or frequency variation exceeds these limits, please give details. 4. Car Lighting: 125 volt, single - phase, 15 ampere, 60 Hertz dedicated branch circuit. The above power - supply characteristics are confirmed. sec ' t 4c _� SIGNED BY: DATE: _ B. ELECTRICAL REQUIREMENTS (SEE ANSI/NFPA 70) To assist you in the planning of the electrical requirements to be provided by other trades prior to the installation of our equipment, we are pleased to supply the AC current data as detailed below. The following data are based upon the power supply as noted above. Should your confirmed power supply be of a different characteristic than that shown, please request revised data from your local Otis representative. Additional electrical requirements are listed on the next page. The AC line current data below are based on the power supply information provided in Part A, item 1, above. REFER TO ANSI/NFPA 70, SECTION 620 -13 (For Code Versions Prior to 1996 Refer to Section 620 -14) NAMEPLATE ELEVATOR ELEVATOR RATED PEAK STARTING OR NAME OR CONTRACT CAR NUMBER DUTY SPEED HORSE NEC MOTOR ACCELERATING UMBER NUMBER(S) POWER LETTER CURRENT CURRENT 1 &2 207454 -455 3500 125 30 E 100 230 Elevator controller terminations for 3 -phase wiring is rated for 75 °C. Refer to NEC ANS1/NFPA70 Section 110 -14. To assist you in providing proper electric service, items required by others have been checked below: ❑ Elevator Management System (EMS) - a dedicated 125 volt 30 ampere single -phase power supply with DPST disconnect switch or circuit breaker with duplex outlets at any location where a Security Station and/or Fire Station is furnished. ❑ Car Air Conditioning & Heating - a dedicated branch circuit with suitable characteristics to power car heating and air conditioning provided by others [620- 22(b)]. Comments: Please verify the 3 -phase power as shown above. If different, please revise and the correct power requirements shall be provided. SA Pwsuplvmdoc REV 09/06 Project/NES Number: 5164330 Page 5 of 26 Project Name: Fanno Creek Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: F�Ga 1 �e5k 01)%1-\06‘°c . O� co Confirmation of Power Supply - Hydraulic Approval To assist you in providing proper electric service, the items required BY OTHERS have been checked below: ALL HYDRAULIC ELEVATORS X All 125 volt, 15 or 20 ampere single -phase receptacles installed in pits, machinery spaces and elevator -car tops shall be of ground - fault circuit - interrupter type. All 125 volt, 15 or 20 ampere single -phase receptacles installed in machine rooms shall have ground -fault circuit - interrupter protection [620 -85]. A separate single -phase receptacle supplying a permanently installed pit sump pump shall not require GFCI protection X A three (3) phase, electrical- feeder system must be enclosed in EMT with a separate equipment grounding conductor terminating in the machine room. Feeder conductors and grounding conductor must be copper. Size of the feeders and grounding conductor to suit elevator power characteristics. A fused disconnect switch or circuit breaker, capable of being locked in the "off" position, for each elevator per the National Electrical Code (ANSI/NFPA 70) with feeder or branch wiring to controller [620 -51]. Fuses are to be current limiting class RK1 or equivalent. Circuit breakers are to have current limiting characteristics equivalent to class RKl fuses. Fuses or circuit breakers are to be time delay to cover the full load up accelerating current as listed in Section B above. Where practical, the disconnect means shall be located adjacent to the door of the machine room enclosure. A separate 125 -volt AC, 15 ampere single phase branch circuit and SPST fused disconnect switch or circuit breaker, arranged to be locked in the "off' position, to supply the car lights, receptacles, auxiliary lighting power source and ventilation on each car in compliance with the National Electrical Code. Branch circuit wiring to each controller [620 -53]. Suitable light and convenience outlets in machine room with light switches located within 18" of lock jamb side of machine room door and a convenience outlet and light fixture in pit with switch located adjacent to the access door [620 -23]. Electric power for light, tools, hoist, etc.; during installation as well as electric current for starting, testing and adjusting the elevator. X Refer to National Electrical Code, Article 430 -52, "Exceptions" to select applicable ratings for protective devices. This exception should be fully utilized in order to provide the maximum capacities listed for the various type protective devices. EMERGENCY RETURN UNIT The disconnecting means required by the National Electrical Code shall be provided with an auxiliary contact with wiring to the controller [see ANSUNFPA70 -1996, section 620- 91(c)]. The auxiliary contact is to be positively open when the main disconnecting means is open. The auxiliary contact shall cause the ERU power source to be 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 main line 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. STANDBY -POWER REQUIREMENTS ❑ A power- transfer switch to monitor both normal and standby -power conditions and to perform the transfer from one to the other. Switch to have an inhibit function which will delay the completion of the transfer to normal and/or standby power by an adjustable period of 0 - 5 seconds. Switch to have a phase monitor feature that will prohibit the transfer of power between "live" sources unless the sources are in phase with each other. ❑ When more than one elevator is subject to the same standby power system and the standby power system is not large enough to run all elevators at once, the transfer switch must include one set of normally closed dry contacts that open when the switch is in the standby power position ❑ A 125 -volt, 15- ampere, single -phase car -light supply. ‘ • 1 1* project/NES Number: S164330 Page 6 of 26 Project Name: Fanno Creek d es Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: 0019N.00° A'� Go`(:" Confirmation of Power Supply - Hydraulic Approval - COMMUNICATION REQUIREMENTS ❑ Telephone instrument or means within the car for communicating or signaling to an accessible point outside the hoistway or to a central exchange system or approved emergency service. ❑ Separate 125 volt, 15 amp. single -phase power supply with fused SPST disconnect switch or circuit breaker with duplex outlet in the machine room, located as required for inter - communicating system power supply. Circuit to be arranged for feeding from the building standby or emergency lighting supply if provided. Conduit and wiring for remotely located inter - communicating stations (in Engineer's office, etc.). X One (1) dedicated outside "Analog" (i.e. capable of carrying voice and data) telephone line to the elevator machine room must be furnished. The telephone line must meet the following requirements: Loop Current: Min 20mA, Max 120mA Nominal AC Line Impedance = 600 ohms Line Voltage: On Hook — Min 15Vdc, Max 56.5Vdc Ring Voltage: Min 40Vac(rms), Max I50Vac(rms) Off Hook — Min 8.75Vdc Ring Frequency: 15 -68Hz SMOKE DETECTORS Smoke detectors, located as required, with wiring from the sensing devices to the controller(s) designated by Otis. X I. For each group of elevators, provide a normally closed contact representing the smoke detector at the designated return landing. X II. For each group of elevators, provide a normally closed contact representing all smoke detectors located in lobbies, hoistways, or machine rooms, but not the smoke detector at the designated return landing (see above) or the smoke detectors as described in a & b below: a) If a smoke detector is located in the hoistway at or below the lower of the two recall landings, it shall be wired to activate the same normally closed contact as the smoke detector located in the lobby at the lower of the two recall landings. b) If machine rooms are located at the designated return landing, the smoke detectors located therein shall be wired to activate the same normally closed contact as the smoke detector at the designated landing. ❑ III a. For a single unit, or group of elevators having one common machine room and one common hoistway, provide one additional normally closed contact representing all machine room and hoistway smoke detectors. ❑ III b. If the group contains more than one hoistway, and hoistway smoke detectors are installed, or if the group has more than one machine room, provide one normally closed contact for each elevator. The contact is to represent the smoke detector in the machine room for that particular elevator, and any smoke detectors in the hoistway containing that particular elevator. HEATING, VENTILATION, AIR CONDITIONING X Temperature in the machine room shall be maintained between 60 °F and 100 °F. The relative humidity in the machine room should not exceed 95% non - condensing. Temperature to be measured 6' above the floor and 1' out from car controller. Ventilation to suit Otis heat release requirements shown below. The temperature and humidity range shall be permanently posted in the machine room. Local codes may require tighter temperature ranges and higher ventilation levels. Please check with your local code authority for the exact requirements in your area. Heat release includes allowance for average service of 40 elevator starts per hour in the up direction. ELEVATOR NAME OR NUMBER ELEVATOR CONTRACT DUTY HEAT RELEASE PER CAR NUMBER (BTU/HR) 207454 -455 I & 2 3500 11455 TOTAL BTUs SA Pwsuplvmdoc REV 08/06 Project/NES Number: S164330 Page 7 of 26 Project Name: Fanno Creek �� -� stjest Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: noVS rlo ,OR Co" • Confirmation of Door Protection As part of your elevator system you will receive the following standard door protection system: The LAMBDA door protection system detects obstructions in the doorway using a web of infrared beams of light to create an invisible safety "curtain" across the elevator entrance. If any beam is interrupted, the lambda will send a signal to the door controller to open the doors. I As an option, enhanced door protection can be purchased for incremental cost by checking the box: The LAMBDA 3D door protection system detects obstructions in the doorway using a web of infrared beams of light to create an invisible safety curtain across the elevator entrance. In addition to the curtain protection, LAMBDA 3D adds a triangular protection system with beams that project into the hallway to detect passengers as they approach or leave the elevator. If either protection system detects an obstruction, the lambda will send a signal to the door controller to open the doors. LAMBDA 3D is available on most door arrangements subject to job site conditions. • • • • • ,s10) O P°01 Project/NES Number: S164330 Page 8 of 26 Project Name: Fanno Creek c � g ontract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: s o �eO 040 o co y 0 MASONRY ENTRANCES ❑ Arrangement MI - Recessed frame in masonry wall. ❑ Arrangement M2 ❑ Unfinished masonry wall, or . ❑ Masonr with furred drywall X 3.45" Min. 4.81" Min. 18.18" Max 20.00" Max. X . • W �'/ /--- F IVO A ./- "■., ,- W • ',V f 5/8" M ETAL OR WOOD FURRING GYPSUM WALLBOARD (OPTIONALy (OPTIONAL) CI Arrangement M3 - Masonry with pl fi h , F = Total slide -jamb depth. 3.45" Min. -7 18.18" Max. W = Total wall thickness at entrance (actual; not nominal) X Standard side jamb extension beyond back of wall. [1- 3/16" (30.2mm) typical; 1 -1/8" (28.6mm) with two �/ W f speed doors]. trance Frame Height: 7' 0" inches 11/2" / PLASTER FINISH � s r, LANDING FRAME DEPTH M1 / 9 WALL THICKNESS M2 WALL THICKNESS M3 "F" = IN /mm , "W" = IN /mm W" = IN /mm "F" = IN /mm / "W" = IN /mm " = IN /mm "F" = IN /mm "W" = IN /mm "W" = IN /mm "F" = IN /m "W" = IN /mm "W" = IN /mm "F" = IN/ m "W" = IN /mm "W" = IN /mm / "F" = IN /mm "W" = IN /mm "W" = IN /mm "F" = 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. Sight guards are black with any metal finish door. Powder painted door's have matching powder painted sight guard. 5. Arrangements Ml, M2 & M3 have a one and a half (1'/2) 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 Masonent dot REV 03/2A6 I I‘CP‘I f a p r. : \ Project/NES Number: S164330 Page 9 of 26 Project Name: Fanno Creek 0 N. ` es'‘ Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: S ti°'n - G`i GO Drywall Entrances ❑ Arrangement D2 - 2 layers of gypsum wallboard on corridor side and 2 ❑ Arrangement D3 - I layer of gypsum wallboard on corridor side and layers of gypsum wallboard on hoistway side around metal or wood studs 1 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 7 1/2" Max. Metal Stud " ��• l 4 1/2" Min. I1IIS � • 5 1/2 ;N 9 1/2" u 8 1/2" Max. 1 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. n � n rArA . W 60" Max. �� j w 8 3/4" Max. - 15/8" t 5/8" (2) Layers 5/8" Sheetrock (1) Layer 5/8" Sheetrock a rrangement D1 - 2 layers of gypsum wallboard on corridor side and I layer of 1" (25 mm) shaflwall liner on hoistway side with metal "1- Strut" at interface. 1" Shaft Wall Liner W = Total wall thickness at entrance (actual; not nominal) Metal "J" Strut l X = Standard side jamb- extension beyond back of wall I! MINK , t A 3 1/2" Min. [1- 3/16" (30.2mm) typical; 1 -1/8" (28.6mm) with two W 7 1/4" Max. speed doors] 5/8" Entrance Frame Height: 7' 0" inches ..:_ -� - -_ - . r 5/8" Sheetrock LANDING FRAM� /Jj TH DI WALL THICKNESS D2 WALL THICKNESS D3 STt;JD 3 'P o / SIZE "W" `� /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 "W" = IN /mm "W" = IN /mm "W" = IN /mm "W" = 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 D1 and D2 have a one and a half (1 1/2) hour fire protection rating. Arrangement D3 has a one (I) 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 drywall frame, select the correct wall profile from above and complete the required dimensions. ��1 • SA e • oo Project/NES Number: S164330 Page 10 of 26 Project Name: Fanno Creek L -‘ )/ " Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: No Cf. ROUGH OPENING DIMENSIONS 1 ® Lintel /Header Beam by others) rn c c - - - - E . 11 ia fixtures ° c' O a L • a 0) C O O d r rt O • a) O m U Subfloor Subfloor to be Formed and —P. 10" 1 Clear Openin ) 1 10" Poured to Hoistway Wall (by others) Rough Opening Y • Notes: =;�'! �' Lintel/Header Beam _ `_ (by b others ) • Rough opening Is 10" larger on each side of - -t - -,_ frame and 10" larger on top of the frame. b - � - • Masonry block hoistways may be saw- toothed at the rough opening. • Fire rating on drywall enclosure (by others) • If header is constructed of wood, it must be c covered inside hoistway to provide proper a r Rough Opening fire rating. O m • Forms in hoistway must be removed prior to a) ti Otis commencing work. • 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 frame fastening provide, coordinate with the 10" Superintendent Clear Opening 10" Note: If deviation of above is required, seek approval in writing through Otis Construction Superintendent. SA R0400)000 000 • Project/NES Number: S164330 Page 11 of 26 Project Name: Fanno Creek F» st Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: 001 -,tx on� Got. Door Frame Support, Insert & Safety Beam Installation . For Cement, Drywall or Masonry Hoistway - Holed/Holeless/Telescopic Applications • 2 ' • (SEE NOTE #2) I / [SAFETY BEAM (SEE NOTE #2) TOP INSERT & DIVIDER BEAM I ' TOP OF INSERT TO BE EVEN 2 / WITH TOP OF DIVIDER BEAM I I \I� c I \\ N,,,,,N \ \ / —� I I I / / / /�� I TOTAL CLEAR HEIGHT 11' 3' (8' 0' CAB) TO CLOSEST OBSTRUCTION ' 7' CAB) ! \ (SEE NOTE #2) 12' 0' (9 HEADER /LINTEL I I I (PIT /OVERHEAD REQ. BOX) r____, 1 r ,: - 1 Eit L____„, TOP FLOOR j I (-'. \ TOP FLOOR ` I C ONCRETE SLAB (NOTE #D - I L HEADER /LINTEL ------1- DIVIDER BEAM & INSERTS �� r 7 If SPACING FOR MASONARY L — I H❑ISTWAYS IS 13'= � i FT II OTHERWISE SPA G I - I I CL MAIN RAILS /SAFETY BEAM/ NOT TO EXCEED 4' 0' L _J I— IL ^I i I PLUNGER /CYLINDER CUTOUT IR SEISMIC ZONE 3 OR GRT' - SEE UT)M I I H FROM FRONT I I NSIDE WALL TOP OF INSERTS TO CONCRETE SLAB (NOTE #1) J EVEN WITH TOP I HEADER /LINTEL OF —_ ! ,�_` � OF DIVIDER BEAMS — � I I I � � I I J 1 ii J / j CONCRETE SLAB (NOTE #1) I \1 I \ 7 7 PI LADDER BY OTHERS 14' 8' BOTTOM I I PER FLOOR i / OTIS CONTRACT LAYOUTI \ � \ I( I �/ 3' 0' I / i � __. I ; - - PIT DEPTH 30' X 30' INSERT Ct ∎ (FOR HOLED UNITS ONLY) + Notes PIT /OVERIIEAD REQUIREMENTS 1 Concrete slab at sill level (for fastening the entrance frames) to tun the full 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 Ibs/2268 kg required U.S & 100 F P M (0 5 M /S) 4' -0" HOLED TELESCOPIC HOLELESS (10,000 lbs if inside drilling), not by Otis. Clearance oft " /50mm above beam CANADA (1219) required to allow a safety line to be attached If the clear height to the safety EXCL. 12' -0" I2' -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 ( +/- I ") 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' -I 1" 12' -7" 5 Telescopic product requires a 5' 0" pit for nses 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 ofnse 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' -I I" 12' - 7" (3734) (3937) � • Project/NES Number: S164330 Page 12 of 26 Project Name: Fanno Creek c i 1) 1'OQl Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Si nature: `� .Nei GO . 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 Applied Panels (Side Wall shown above) Center Opening Doors 6I A lei lian'al ,.. , r4-ii" fr. - -ip.:0- , ' :tit It' Return :i. :1:: - %,..: it . li , 0 i tc,, *11, ' . e ..,),... • . ; g., Car Operating Panel Suspended ' 44' f',"'2V .,!rit ';t ' AV - , ' 4 ' ' 1 i ' ' - Applied Series I Cab Ceiling V ,_",,t.k? . ._:`-` 1 , ,i ' le: - Integral Senes 4 Cab Height SZ " ;. g ", * . C' i'. t'-,- A . Opening . , P4 terew•4 Litt- Height ht 0-:-. : -.- "*' ' :C .A.,4 ,,,.. , ..; tg . , 144i ;/ , -,.. ,t . . Te : t . opt., i ,, .,,, ...., ,--_,' , ..; . 0, : In Senes 4 Cab - Standard , L . •-•-• 4 .,#:'' Zie '' ;'' f ' ' ' : . 4 - ear 4. 4 , , - . 'Tit ,Z. '' " Door l''' -, ..:4-' .v.,:- .- 4 4,',i '` '''' ' j- ''' ' f " --"" i• _ 3 4 — 00 F I 43-- • Opening Width 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. Please select the side and rear wall plastic laminate. /751/ - 174-7• 5e, 1maltilt964 2. The final flooring cannot exceed 5/16" thickness. *Ai . il eCi°11 e° Project/NES Number: S164330 Page 13 of 26 Project Name: Fanno Creek \ -03 f1-1°41 t Contract/Elevator Number: 207454-455 Date: 1/19/2007 Customer Signature: OPo c tor - n rue Lexan Suspenct�d - fie erg ---DC — Lighting: Fluorescent Diffuser: White translucent 4 sections for 4500 capacity 8 sections for 5000 capacity Ceiling Finish: eit tfritiric Comments Otis D - 22T - ceitingc sha11 be SA CeilmgsDC.22L dot REV 8/2001 Ot 1 0 1 Project/NES Number: S164330 Page 14 of 26 Project Name: Fanno Creek F tho st Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Op1,N on .OR HANDRAILS . DH51 ,_� DHSO 6 I' , 1-1m- m , l 1/2" 1-1/2" E e (12,7mm) (38,1mm) -8 E - 8" e4 - e4 t E e3 31,75 • as dia. standondo ff (typing m I — 4#1- i 1-1/4° A Face of metal (31,75mm) or wood panel Face of metal dia. standoff or wood panel DH153 Red Oak Handrail 1-3/4" 1 -72 DH154 44,5mm 38,1mm 1 -12•" A A \ 38,1mm • o C .- gt •• "•••iii /� e E -114° e E E r„ 31,8mm Face of °°- 1-1/4" .- to dia standoff metal or i1 0 • 31,8mm • ni • ° wood p. Y dia standoff •1 m Fate of metal - orwood panel Finish: Satin stainless steel Diameter: 1'h" round Comments: DH -154 P12" round satin stainless steel handrail shall be provided on the rear wall of the elevator. Handrail dot REV 6/2001 10 �ppl Project/NES Number: S164330 Page 15 of 26 Project Name: Fanno Creek F� 1.9 t Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: *0 ° 1 OR OQu5 e o Gol`s - V SERIES 2 CAR FIXTURE h` r 4i?i 7 0 ., -- r te*" ` • 1 A da r ,.- ! E :i t +' J ` '; .: s a w rte ; i , a 4 .z ., Characters & "Fishtail" Braille Markings ' , x ..-z-,',..44.-:,:? are compliant with the Americans with f 3 l"'a a ,i .P. `r r Yf $ s c , t , , t ". Disabilities Act and ANSI Al 17 1 xn r y Si'�.' 3 � Y •.e'" ' (� ' : In Car Direction Lantern ti i'v >' . it .vIJip4 k 1 a . Z4 ` `i: P ty -- Series -2 Car Operating Panel Telephone Cabinet (Features vary per contract) \ // \ /_ DOOR OPENS RIGHT • -t \ Left Hand Right Hand Return Re alrt Single Slide Arrangement Center Opening Arranget G ' (Right Hand Shown) c Q 1 C. be st Project/NES Number: S164330 Page 16 of 26 Project Name: Fanno Creek - OS' Contract /ElcvatorNumber: 207454 -455 Date: 1/19/2007 Customer Signature: Cons'' • 0 0 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 only when illuminated). 00000 OTIS ELEV �- Data plate: exact text vanes by contract. x.m.r w3ir. FINISH E`IS ° � PERMS Car operating panel is metal © PW6ATICH Firefighter's Operation Cabinet �CRAIIU faceplate in either stainless or Bronze. Button finish varies per contract. IN -CAR LANTERN Optional operating features are included in this module grouping. If hall lanterns are not 0 . Exact arrangements vary per o a features selected. provided, an in -car lantern is furnished in each return 0000 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). �- 1NQR PO"LTY Er LAW NOTE ASME A17.1 -1990 requires the car number to appear on the car - operating Q ,• White raised characters and panel if there are two or more elevators in symbols on black background, the same hoistway or machine room. provided with Braille (Braille Q• optional in Canada). Floor markings vary. © Q CEDI - Alarm and stop switch - With Otis supplied phone: communication indicator and microphone and ADA phone button ♦ • O° 0 0 0 0 • OCe‘ � 100 Project/NES Number: S164330 Page 17 of 26 Project Name: Fanno Creek �� e st Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Oon ��o , OR 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 2 Satin Hall Lantern Stainless Steel Satin Combo H/L - Stainless HP1 Steel • �o \le® sec 1q (01 Project/NES Number: S164330 Page 18 of 26 Project Name: Fanno Creek o h �,,esk Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: O9' 01 CA GOP SERIES 5 HALL FIXTURES • \ f 1 0 0 ) 0 • , pg ) 0 o ,,.._____, LJ Terminal Hall Button Intermediate Hall Button Terminal Hall Button Intermediate Hall Button with Fire Service Key with Fire Service Key Switch Switch 0 = • 0 4 _ _ 1 Alt ' V I i 0 0 i 4 0 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 Hallfix5 dot REV 092003 roject/NES Number: 5164330 Page 19 of 26 Project Name: Fanno Creek ` � ' `►jest •P OP" N cuo - Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Co ns MULTI -CAR MACHINE ROOMS 11'-6" (3505mm) - 2 Car Group 17' -0" (5182mm) - 3 Car Group 22' -0" (6708mm) - 4 Car Group r –► �1' -0' (458mm) ► �_1' 6' (458mm) • o 0 0 0 Tank Tank o 0 0 0 8' - 6" Controller Controller (2591 mm) 4' -0" (1220 mm) MAIN LINES 8 3-6" CLEAR LIGHT SW 3'-6" (1067mm) ( CLEAR (1067mm) (NOT BY OTIS) CLEAR MAIN LINES (NOT BY OTIS) SHOWN 3' -0' (915mm) IS LOCATION FOR DIMENSION CLEAR —► + 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 MR mile doc REV 7/2000 • • l *°) rpp1 Project/NES Number: S 164330 Page 20 of 26 Project Name: Fanno Creek Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: ` o e OFt �`� G0Ns SUGGESTED BARRICADING METHODS . #2 It #1 ■ po I _� / vt , NOT III � I I_ DO NOT EXCEED NOTE: SUPPORT BRACES TYPicnl a' x 8' x 1/2" All 8' BETWEEN TO BE MOUNTED AT PLYWOOD SUPPORT POSTS EACH SUPPORT POST. #3 RAILS SHOULD BE EASILY REMOVABLE. a2• _— Ihm., 21 III I BARRIGDE RAILS FOR SINGLE Barricades Must Meet OSHA 2OISTOY OPENING LocATeD DO NOT EXCEED B' BETWEEN 24 FROM OPENING. Otis Requirements Minimum Requirements SUPPORT POST • Installed by others, • 42" high maintained by Otis • Have center board and kick • Free - standing, removable board barricades • Must withstand 200 lbs. of • Barricade should span only side pressure one rough opening • Typical 2 "x4" timber construction (minimum) SA Bamcad.dot REV 8/2001 p p1 f roject/NES Number: S164330 Page 21 of 26 Project Name: Fanno Creek N. 3 �esti Contract /Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: Opus �, OR Go 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 ❑ Pit must be clean and dry with overhead protection (cleaning & pumping of pit by others). ❑ Pit wall must be constructed and back filled for drive up access for well drilling truck. ❑ 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 ❑ Hoistway clean and dry with overhead protection. ❑ Hoistway rise and rough opening per contract drawing (i.e., width, length and depth). Plumb within 1 ". ❑ 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. ❑ General contractor to coordinate hoisting of cylinder or overhead equipment with Otis while the crane is on site. ❑ 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 ❑ Machine room dry and clean with complete drywall and fire sealant applied. ❑ Location and size per contract layout. ❑ 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. ❑ 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. ❑ 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. I Otis Const. Supt: I Office: I Mobile: I Fax: Authorized Otis Representative Date: I I Authorized Representative for GC /Owner Date: 6‘ 1 ® • g �pp1 1 est Project/NES Number: S 164330 Page 22 of 26 Project Name: Fanno Creek OP COQ S °° - OR • Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: • r . 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. t • FeD■P FE I,4 Fos0t0 ter+ t tls Fat ) 4' mAy Hoistwa and Pit P ork ALSO- ~ I=IE. A � *c & or t9'AH.s 8. , - sh adequate rail- bracket supports and bracket spacing as required by governing code, from pit floor to top of hoistway. or 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 y ® assembly. Provide patching of pit floor after setting of cylinder assembly to accommodate a watertight • 11. [Holed Hydraulic] Standard water connections (if necessary) for equipment and outlet line must bI t 'ided for d .i excess water while sinking cylinder well. Furnish water for sinking cylinder well at no cost to Otis. `` 19 12. [Holed Hydraulic] If any physical obstruction or hindrance is encountered below the surface of the grouh ,i i n cl ' itot . limited to boulders, rock, gravel, wood, metal, pilings, water, sand, quicksand, caves, public utilities, or anymtNe p 0§ y{, 1I gds with written a JitgOzgooftqproc a i/q v tjp ti g any required spetetec - ration Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: 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. 13. [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 device the controller(s) designated by Otis. 0� a. For each group of elevators, provide a normally closed contact representing the smoke dettpoWthe de return landing. `L .roject/NES Number: S 164330 Page 24 of 26 Project Name: Fanno Creek No .O Contract/Elevator Number: 207454-455 Date: 1/19/2007 Customer Signature: 00n , hoistways, or machine rooms, but not the smoke detector at the designated return landing (see above) or the smoke detectors as described in i. and ii. below. i. If a smoke detector is located in the hoistway at or below the lower of the two recall landings, it shall be wired to activate the same normally closed contact as the smoke detector located in the lobby at the lower of the two recall landings. ii. If machine rooms are located at the designated return landing, the smoke detectors located therein shall be wired to activate the same normally closed contact as the smoke detector at the designated landing. c. (i) For a single unit or for a group of elevators having one common machine room and one common hoistway, provide one additional normally closed contact representing all machine room and hoistway smoke detectors. d. (ii) If the group contains more than one hoistway and hoistway smoke detectors are installed, or if the group has more than one machine room, provide one normally closed contact for each elevator. The contact is to represent the smoke detector in the machine room for that particular elevator, and any smoke detectors in the hoistway containing that particular elevator. 23. If sprinklers are installed in the hoistway, machine room, or machinery spaces, a means to automatically disconnect the mainline power supply to the elevator, prior to the application of water, must be provided. Smoke detectors shall not be used to activate sprinklers in hoistways, machine rooms, or machinery spaces or to disconnect the mainline power supply. Electrical Requirements 24. All 125 -volt, 15- or 20- ampere single phase receptacles installed in pits, machinery spaces and elevator -car tops shall be of ground -fault circuit - interrupter (GCFI) type. All 125 -volt, 15- or 20- ampere single -phase receptacles installed in machine rooms shall have GFCI protection (NEC 620 -85). A dedicated single -phase receptacle supplying a permanently - installed pit sump pump shall not require GFCI protection. 25. Furnish a 3- phase, electrical feeder system with a separate equipment grounding conductor terminating in the machine room. Size of the feeders and grounding conductor to suit elevator power characteristics. A fused disconnect switch or circuit breaker capable of being locked in the open position, for each elevator per the National Electrical Code (ANSI /NFPA 70) with feeder or branch wiring to controller (NEC 620 -51) must be provided. Fuses are to be current limiting class RK1 or equivalent. Circuit breakers are to have current limiting characteristics equivalent to class RK1 fuses. Fuses or circuit breakers are to be time delay to cover the full load up accelerating current as listed in the Otis Confirmation of Power Supply form. Where practical, disconnects shall be located adjacent to the door of the machine room enclosure. A separate 120 -volt AC, 15- ampere single - phase branch circuit and SPST fused disconnect switch or circuit breaker, arranged to be locked in the open position, to supply the car lights, receptacles, auxiliary lighting power source and ventilation on each car in compliance with the National Electrical Code must be provided. Branch circuit wiring to each controller (NEC 620 -53) must be provided. Suitable light and convenience outlets must be provided in machine room with light switches located within 18" (456 mm) of lock jamb side of machine room door and a convenience outlet and light fixture must be in the pit with a switch located adjacent to the access door (NEC 620 -23). Electric power for light, tools, hoist, etc.; must be provided during installation as well as electric current for starting, testing and adjusting the elevator. [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 permanent 3 -phase feeder system and protective devices must be installed and power available prior to the start of elevator installation. 26. [Roped Hydraulic] Provide single -phase 240V/50A (+ or - 2 %) power for light, tools, hoist, etc.; to the hoistway during installation. Source must be within 75' (feet) (22.86 M) of the hoistway. 27. Provide one (1) dedicated outside telephone line to the elevator machine room. 28. [Optional] Provide a telephone instrument or means within the car for communicating or signaling to an accessible location outside the hoistway, a central exchange system or an approved emergency service, unless stated elsewhere in the specifications. System to be designed to ADAAG requirements. 29. [Optional for Elevators with an Intercom] Provide a separate 120 -volt, 15- ampere, single -phase power supply with fused SPST disconnect switch or circuit breaker located as required for inter - communicating system power supply. ail .4 14 arranged for feeding from the building emergency lighting supply if provided. Conduit and wiring for remot er- communicating stations must be provided. 30. [Optional for Elevators with a Battery- Powered Emergency Return Unit (ERU)] Provide the disconnectin99 aquired by the National Electrical Code (NEC) with an auxiliary contact and wiring to the controller. The auxiliaryOadt is to be pnsitively npPn when the main disrnnnerting means is open The auxiliary rnntart shall cause the FRl 1 pnwer siurterediv Project/NES Number: S164330 Page 25 of 26 Project Name: Fanno Creek OP G►on LAP' Contract/Elevator Number: 207454 -455 Date: 1/19/2007 Customer Signature: - 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. 31. [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 *s e O_CP °' froject/NES Number: S164330 Page 26 of 26 Project Name: Fanno Creek OQ us -on NO Contract /Elcvator Number: 207454 -455 Date: 1 /19/2007 Customer Signature: C • V Cl pa b a 6 _ 00 S/ 7 Sheet Llst J • EO Panel layout, Notes co. / 3///� Eta Architecture Dimensb u, Panes 1.12 0 ( �O -�., a i1 I'/ Eta Architectural Dimensions. Panels 13-23 I'cti'•+ �„�� i �� E3e ArMitecturel D im ensions. Panels 2a -31. Details „i �/ k Corrections Noted Mae o 6.8 $epB1a1e s St cturaIoectios. Pan.12 v No Exception Taken-1.5. akerJ- �t-� Subminal E2 St uctural (o Panels 13 -23 Revise & Resubmit ❑ Record Only E3s Stru Connections, Panels 1 els 24-31, Details Architect's review is for the limited purpose of checking for ' I� a conformance with Information given and the design concept nn� a l ! r _ {r I __ ., Notes e xpressed rn the Determining Contract Documents• A ly action indicated , v ation imensionsar ocenterofjam � p 4 ±; t L ��' r• ^rr:`v yJS,`} AS , ; t _ } Elevation dlmensana are to edge of panel fL is subiect to the requirements of the Contract Documents. , <.! ,a a .f t r- and completeness of submittals„ en�ia is s;�:i; a�f7 r spur:.. _ ., for tc- •t.•rr.,! J Dimensions the accuracy �):oduct(9). CT c: r•; in re s sn' -.? fl::i` r?1o:3' ^r i dons C. _ ++ (7C•:Yi;'J +S Si1i'y� tliJ 'rj( .l: - f}�*1 W Chamfers at openings �Q�`� including d+men•:,lons, quan't;tles• fabrication and techniques e ; i r•(ti ' tC1 C•. '/ See sheetE3lorSAKproposal r �' installation requirements, and coordination., ;;< � JC:«�Jif ;,;cy _. ,r � r,irll rsl;;s v. Chamfers of construction, Contractor as :r r, �,. ^•i53 :tb`,:'i. •' of s • •;'; =) 3 Detelle on Sheet E3 c ; n the responsibility of the Contra p 7,tv:)ns w • of the Work remain ,.:7.!(:Xl ka':ce 1h''': . tY:`.•, i .::r: • • iN- r"7 ..ci. „•ld required b the �entract Documents. yatI>,,10;;tr,Xi,li..Ca %en ._. . - - • • ' . t7'ne O PUS SUBMITTAL REVIEW C: 11:t<)Ci :'2rC lrr.£'i$s. •ri';F:'.:: ii: •:;i.:• " - ::r:{ : ^:':'r�i • tot' REVEW BY OPUS NORT) CON$TRlCT1O, LLCi tS FOR iNT S Arch Inc. Subm No. _,,,? r:-:, acid r, . l cc ? Arc: °• ' ; f ,, - 1. a tl menSi:1i t ; ONLY. Sl1BCONTRACr IWDrOR SUHPUER S RES➢ONSELE FOR DESIGN DB� L�i 1 r...;! ;tinQ i;Ibdl9'."311.tri piit,.,..�,r :3 • a:i ',Iasi::: o OUAHTTTIES AND FULL COMPLINcE EST WITH TH E REOU9iBIEHTS OF iT$ Legend p 0 - 1 C; ; : : l� . trii; ' ,[ii:•n ,u.,..,,,..0. r i i - +i8' .Sl:)r 'Jli;ti� tt:;:i ^-.1! other CONTRACT DOCU\1ENTS REVIEW BY OM NORTHWEST. LL.C. DOES NOT = r 4 1 ( � Date. t.a o; and �i[ >r .:i i'tli'tj t:(s `�'iC':t`, in & safe and RELIEVE SUBCONTRACTOR AMOR SUPPLIER OF THE RESPONSIBILITY NS .N ea r side C > j L V s L:ry� r'^,ry nis7nn J?. REOURED BY THE TT3 AND CO?IDIUITO S OF THEIR CONTRAC WRH ES - Each Si de 2 Vv t CONSULTING E p G NEE 3 OPUS NORTHWEST. LLC. EP . Each S of Panel ' U m FF . Finish Floor �.IYIi� l.r.i!'•1:..1�! .4` .� f'2 `.i�liliu_�.r IJ C ^': 222-1453 loc . Loc0aon6s ;1 _ TOF . 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