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A SAFETY BEAM <br /> 5,000 LB. CAPACITY <br /> 8'-8" HOISTWAY10. (BY GEN. CONTR.) <br /> l N� , <br /> NI <br /> 4'-1 1/4" 4'-0 5/16" CWT.4 6 7/16" <br /> I 1 <br /> 2 3/4" 7'-9" B.T.B. RAILS 8 1/4" - t <br /> t <br /> 1 1 <br /> 31/2 7.-2" D.B.G. 3 1/2" 1 1 • _ 1 y b C �� <br /> ,,�Ilili ill I I *rACI: <br /> 1" 1 _ _ 4 E <br /> 400,F <br /> �r IIIIII II��.�� i�?�� �; A <br /> H O O .,.,' <br /> 7 1/4" _ -- T-0" PLATFORM 1'-0 3/4" I� I 11 t_/ <br /> 7'-0 3/4' B.T.B. STILES �s l CAR <br /> 7'-1 3/4" DIST. BET. P.U. - N CAR TOP ��'�1 GOV. C.I <br /> in • <br /> RAILING lii <br /> 3'-6 7/8" 3'-6 7/8" ' I I I v w A17.1 RULE \� ,I <br /> VDU 2.14.1.7 N <br /> P_ CAR P.U. Z CAR g CAR P.U. <br /> O W Q. , <br /> I CAR <br /> RAIL . <br /> (h <br /> (V <br /> W ,_____40,L 1 <br /> — <br /> IL 0 7 I l' <br /> 1 z 4° 1 t ; 41�° \ °Q °0[ P <br /> T1 <br /> c ' I w -- - I ---------�- _'—'_- - O <br /> w "- < L_ 1 �' cn _� <br /> F <br /> ® Z '- oct U ' _ L. IUt1 <br /> R.L.C. - �7 om °��° Iricn w _ - } n I - cc 1'-51/8"J � <br /> • <br /> p _ -- _ <br /> 2 U - FINAL LIMITS TOKEN o? m 0 �' can I "' 0 = w <br /> O - CHAINS` >to N N SLLcn ( co co <br /> Q LL. 19 cn U D' VU C co co Z O <br /> F— - W o- = U <br /> Z a <br /> Q o I a Qd• <br /> co 0 w Z o <br /> O - J —I m I w k. <br /> _ -' ``? I I• R.L.B. 1 + F <br /> i R.L.A.--•-1 <br /> i w in ~ ( I O U V c i <br /> CO EN a ------ ; 1 I T- Z W n CC W O <br /> LL <br /> O O = o m <br /> (o O 1 'L_` GOV .0 I _ _ co I a. I- z _ <br /> Q Ch O ' ( m ~ J f:o <br /> O <br /> LL 3, 3'6" �� 3'-3" • co <br /> aO M a0 er ; co <br /> M < <br /> to (v , io I— CLEAR orNc. n: �, ao , <br /> N o N N ~ <br /> ao I- ———CAR STA. (v <br /> • <br /> I 1 I <br /> I II L I i J o } Set <br /> HALL STA. 4" CAR <br /> CAR ( Permit Se <br /> FACE OF x 1 / 1 1 1 I 1 <br /> — RAIL . . . o -- '��. ' - 1 i 1 B1804-011 <br /> -4-- .�.t` X,x,. <br /> 3.-3" ___. -- _1---i <br /> 10 1/4" 3-6 4'-3 3/4" -° __1 4 Q <br /> -- CLEAR OPENING —�- /COY �� <br /> 4'-9" <br /> 2 1/4" ROUGH 3'-8 3/4" \ - 4 . <br /> OPENING REGISTERED <br /> BALANCE WEIGHT FRAME. FINAL ''''' '''7 <br /> ARCHITECT <br /> LOCATION AND CAR BALANCE No.ao� • <br /> TO BE DETERMINED IN FIELD <br /> PLAN VIEW : HOISTWAY Joshua S.Scott <br /> NOTE: IF DRYWALL N, INSTALL WALL AFTER STATE OF WASHINGTON <br /> ENTRANCE FRAMES ARE SET.0 FOCONCRETE OR MASONRY 3500 LB. CAPACITY <br /> CONSTRUCTION, LEAVE ROUGH OPENING AS SPECIFIED. <br /> (1)6"WIDE X 6"HIGH ELECTRICAL <br /> RACEWAYS REQUIRED.LOCATION IS <br /> DETERMINED BY RELATIONSHIP BETWEEN I j <br /> CONTROLLER CLOSET AND HOISTWAY. W <br /> FINAL LOCATION TO BE VERIFIED WITH FLOOR FLOOR HT. • <br /> THYSSENKRUPP FIELD SUPERINTENDENT. <br /> 8'-8" HOISTWAY I- 3 <br /> 4'-1 1/4" 4'-0 5/16" CWT. 6 7/16" Z 2-3 X'-X" <br /> -- i< 1 -2 X'-X" <br /> 2 3/4" 7'-9" B.T.B. RAILS -- — 8 1/4" X <br /> CAR AND CWT BRACKETS <br /> 1/2"3F._ <br /> — 31/2 <br /> @ 6" BEL. EA. LANDING <br /> & 9'- 8 1/4"ABV. TOP FLOOR <br /> 6 1/4" t'� 7'-2" D.B.G. _— J 11 3/4" <br /> PIT SUMP <br /> (BY GEN.CONT.) <br /> c CWT. <br /> (v <br /> i -;4 V 1."."/- NIJ 111111 <br /> /s. <br /> �N /� R3 OJ -� \\}®., -- IIIIII <br /> N x i 9 �p1 1- F �H III <br /> u <br /> PIT LIGHT BY C'� iol lull <br /> GEN. CONT. / .\\� R2 0 �—� — MAX.BRACKET <br /> �} _ - SPACING <br /> O H . <br /> ' m a• I LADDER CAR CWT. <br /> >' CWT. c? N <br /> 2 x X <br /> o CAR BUFFER J i a a (IFOREQ) <br /> r <br /> 5 Z R4 g- C e <br /> o <br /> Z j <br /> NN - <br /> (o Ix LU \_ _ <br /> . M n. W # DATE DESCRIPTION <br /> o <br /> 0 R1 / \ R1 O Q. <br /> R6 R5 1tO <br /> 1---- w O - <br /> g BUFFER BUFFER <br /> . U Z 0—..- p 3 1/2" " go <br /> W <br /> _ <br /> GOV.TAIL WT. o = DEVELOPMENT <br /> o5 0 4 <br /> 1830 BICKFORD AVE, <br /> a o SUITE 201 <br /> E-STOPS FRONT SNOHOMISH, WA 98290 <br /> PLAN 1 . PIT 206.755.1290 <br /> 3500 LB. CAPACITY 21/2" [ ._ , X 1 w <br /> LOW PROFILE FISHPLATE <br /> c, M <br /> 3„ N .. �' Co� 1020 North Broadway <br /> Everett,WA 98403 <br /> fx DEAD ZONE U , <br /> 1 I PIT LADDER 7 O!— <br /> BUFFER 1 <br /> BY OTHERS 0 a 1 _ <br /> REACTIONS D.B.G. = DIST. BET. GUIDESIF <br /> i ' <br /> R1 10,800 LBS. B.T.B. = BACK TO BACK RAILS `��' _ -- <br /> �.I 7" NI 1 �� ] <br /> En <br /> R2 15,800 LBS. ® =TRAVELING CABLE - GENERIC ELEVATOR PLANS& <br /> SECTIONS <br /> v d o <br /> eq <br /> PIT FLOOR REACTIONS .- <br /> OVERHEAD SHEAVE ASSY.WT., <br /> RAILS,AND MACHINE WT. DYNAMIC(IMPACTED) � I <br /> COMPOSITE REACTIONS PIT LADDER POCKET -sl . I DATE: Issue Date <br /> R3 825 LBS. 6,950 LBS. 7,775 LBS. 2 1/2"X 1'-11 1/2"R4 1,175 LBS. 2,850 LBS. 4,025 LBS. POCKET EXTENDING FROM PIT SECTION A - SECTION B - B <br /> TOKEN CHAIN COUNTERWEIGHT MAXIMUM DESIGNED <br /> R5 1,900 LBS. 5,975 LBS. 7,875LBS. FLOOR RUNBY OF 2 " INCHES. CWT. FILLERS <br /> Rg 1,975LBS. 6,950 LBS. 8,925 LBS. TO 50"ABOVE THE BOTTOM LANDING (4) CAVITY FILLERS, 165BDD001, PER ELEVATOR SHEET: <br /> PLACE CAVITY FILLERS INTO <br /> ELEVATOR PLANS <br /> ELEVATOR SECTION BOTTOM OF CWT. FRAME A8 . 0 5 <br /> (-DI1/2„ _ 11-0" _ 1/21� = <br /> 11-0" PRIOR TO STACKING FILLERS. <br />