� PROJECT 3" I 0 I � I 0 ---�- ------1 o' -2"-----------9' -4"----� � I • • • • $ • • I N - ��- - 7 -IN 1 I : N 1 = • • I I • I •I j - = r I I n 4 I lSEE DETAIL "2" � I I • • • . 1 SEE DETAIL "1" --4'-o"---------- 9'-1"--------i � 3' -0" 0 ---�- g' - 9 " HOUSEKEEPING PAD FOR STAIR I II - -- ---- � E 1'-0" -IN 1 - PAD LAYOUT 0 � -- -- ,---------------7 I ROOF FRAMING SEE DETAIL 3 . , I I �I - - - - -- -- I I I I / - - H n i H u � � - � LOADING ARM SHOWN I / VARIABLE REAC> : IN WORKING POSITION �" � � �" u -� ' ' " " " l lllll Ill 1111 I 011 I 1111 I II l lllll Ill 1111 I 1111 I 1111 Ill l lllll Ill 1111 I 1111 I 1111 I II I 11111 Ill 1111 1 1111 1 1111 1 11 t I 11111 Ill 1111 1 1111 1 1111 1 11 1111 nu 111110111110111111111111111 I11111111111101111111111111111111111 IIll1111Ill11111111111111111111111111 Illlllllllllllllllllll1111Hllll11111 - IlllllllllllllllllllllIllIUllll11111 I Hlllllllllllllllllll1111Hllll11111 Illlllllllllllllllllll1111 Ullll11111 IlllllllllllllllllllllIllI Hllll11111 11111101111101111111IllI11111111111 0�0�0�0�0�0�0�0�0�0�0�0�0�0�0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O oo O o O o 0 o O o O o O o O o O o O o O o O o O o O o � 10'-o" • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 1111 lllllllltUlllll♦IIllIllllllIIIII - LOADING ARM SHOWN IN STORED POSITION i - " ,-r- I- / -- - -= I - - - < -I - - - 10 o O! - 7 , �� l - - = = I I I • I - I I I ' " I = � w I ( � ��t z � � 0 z � � 0 � t - □ -- 4'-0" I J IIIIIIIIIIIUllllll♦IIllIllllll11111 I tllltlllllltlllllllil1111 tlllll11111 -� G4-SAS-48-5-SS I I I I I / 0 I = � . - 0 I I I I ' ' I I / - I IlllllllllllllllllllilIllIlillllIIIII 111111111111111111IIIIIllIIIIIIIIIIII - I I111111111111111111111111111111111111 I 11111101111101111111IllI11111111111 I I 1111 Ill 1111 1 1111 I Ill 1 11 f l 1111 Ill 1111 I 1111 tlll I II I 1111 Ill 1111 I 1111 1111 I II I l 1111 Ill 1111 I 1111 1111 I II I 1111 Ill 1111 1 1111 I Ill 1 11 I . ' ' I I - - I I I � , -4' -0" X 8' -0" I 1f' s/s PIPE L L_ ----------- _ ___ J 4 RAIL SAFETY CAGE I 8'-0" I (278) -- - - - 12 · -o" - --- - - 4 PLAN VIEW (GANGWAYS SHOWN AT HORIZONTAL) - I = I - I NOTES: 1 1) STAIR UNIT, TOWERS, ROOF BEAMS, PLATFORM & HANDRAIL WILL BE OF STEEL CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123. ------12· -0"-----� 2) PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT MATERIAL. 1'-4" �----- -9'-4" - ----�- 1'-4" 3) GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS . MAX. 4) GANGWAY BASE TREAD & UPRIGHTS TO BE STEEL CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123. 0 I N � - - I - I - N 0 I - N � ,-- t -------------------- } -- 7 I I'\ /' I I i I \ , , / I i --� __ , \ __ - -- - -- - -- - -- 7 '-- - - i I I \ ,' I I I \ / I i \ ,' i I \ / I I \ _ / I ,-- -------\ ;------- --, I I ' , I I I I I ' \ ; ' I I I I I I )( I I ' L __ /\ , ' ___ _ ___ _ __ __ ___ _ ___ _ __ _ _ _J I I I I I , , I , , I \ ' ' \ ' ' \ , ' I I I -- ------------------ I - _ I , , I , , / \ ' ' \ LW8X31 (TYP) ' ' -' --- I ---' I , --- ---, 1 I -- I I , �"¢ CABLE / , \ BRACING � ,/ \ (TYP) -- \ --------------,-- ' \ ' , I I I I I I -- I I , \ 1' I : ' , � �--1------�\----, �------ __ 7: �l�� F I � , ' � I \/ I I W \/ W I ! � i ,/"\, i � ! I Q t \ Q I Lg' _______/ ____ \_______ 'gI ,' ', I � I \ � ' I = X I \ X ox N ;' ' \ N I I I - � 1 � , , � 1 :--- � -- L -�EE - U R_ �(_ __ _ - � -- � 5) GANGWAY BODY & CAGE SHALL BE OF STAINLESS STEEL CONSTRUCTION. 6) GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF SUPPORTING WITH ADJUSTABLE CHAIN STOPS. 7) ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN SLEEVE BEARINGS. 8) ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL. 9) OPERATING RANGE OF SAFERACK GANGWAY IS 45· ABOVE TO 40" BELOW HORIZONTAL. 10) ALL WELDS SHALL CONFORM TO AWS D1.1 - D1.6. �-$ I N N I I = - � � 1 '-7" 1 '-2�" 7 ; f ' $ I I I $ I , 1f' THK. PLATE ¢1 � " HOLES FOR ¢1f' ANCHOR BOLTS (BY OTHERS) sc:;�.�� ·�o" Í I I , ' \ I I � L t ________________ j _ 1 ; f ' 0 3" r1r· DETAIL 0 ROOF FRAMING PLAN 3 � v, =- jp M� ' I FORCES IN X DIRECTION EAST-WEST REACTIONS AT COLUMN ASE PER COLUMN v, Mz IN & IS 2N & 2S p p LOAD CASE kips kiift kips kips Dead ad- D - - 4.41 4.65 Live Load= L - " 1.96 1.24 Roof Live = Lr " " 1.73 1.73 Snow = S " " 1.17 1.06 Earthquake= Ex 0.60 3.00 2.00 -2.00 Wind=Wx 1.70 8.50 5.70 -5,70 FORCES IN Z DIRECTION NORTH-SOUTH. REACTIONS AT COLUMN BASE PER COLUMN Vz M, IN &2N IS &2S p p LOAD CASE kips kiiſt kips kips Dead Load= D . " 4.53 4.53 Live Load= L . - 1.80 1.40 Roof Live = Lr - - 1.73 1.73 Snow = S . . 1.11 1.11 Earthquake= Ez 0.60 1.35 2.57 -2.57 Wind=Wz 1.40 3.20 6.IO -o.10 NOTES ALL LATERAL LOADS IN WIND AND EARTHQUAKE CASES ARE+/- ALL AXIAL LOAOS IN WINO ANO EARTHQUAKE CASES ARE+/-(COMPRESSJONffENSION) LOADS HAVE NOT BEEN FACTORED. NEGATIVE VALUES REFLECT ANCHORS LOADED IN TENSION. X DIRECTION IS ALONG LONG DIMENSION OF PLATFORM - EAST/WEST DIRECTION ZDIRECTION IS ALONG TRAVEL DIRECTION ON GANGWAY- NORTH/SOUTH DIRECTION LOADS GIVEN ARE PER COLUMN M DENOTES MOMENTS IN KIP- V DENOTES SHEAR/LATERAL FORCES IN KIPS P DENOTES AXIAL LOADS IN KIPS DESIGN CODES: ASCE 7-0S DESIGN LOADS: STAIR UNIT LIVE - IO00 LBS PLATFORM LIVE - t 100 PSF HANDRAIL LIVE- + 200 LBS GANGWAY LIVE - + 500 LBS GROUND SNOW LOAD - 10 PSF WIND LOAD (EXP C) - 100 MPH SEISMIC CLASSIFICATION Site Class D (ANY DIRECTION) � ¢ij X 1 ¾" SLOT 1 I O GFoR ¢ � " , � ANCHOR BOLTS (BY OTHERS) sc:E��� l 1�-o" 0 ISSUED FOR CONSTRUCTION APPROVED AS NOTED ON DWG 2O5998-A2- ADDED HOUSEKEEPING PAD TO STAIR I -----------------------09-06-12 VN ISSUED FOR CONSTRUCTION # I DESCRIPTION DATE ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF SAFERACK DRAWN:JBK 7-24-12 CHECK:JMG 7-24-12 APVL:RE 7-24-12 �·� SafeRack LOADING RACK TECHNOLOGIES HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153 DESCRIPTION: GENEL ARNGEMENT FULL CANOPY FOR TRUCK ACCESS DWG# 205998-C1 P.O.# PJ-69974 SHEET: 1 OF 3 SCALE: 3/8"=1'-0" REV: - SIZE: D
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Transcript
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NOTES: 1 1) STAIR UNIT, TOWERS, ROOF BEAMS, PLATFORM & HANDRAIL WILL BE OF STEEL CONSTRUCTION
& HOT DIPPED GALVANIZED PER ASTM-A 123.i-----+-------12· -0"------+-�-i 2) PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT MATERIAL.
1 '-4"----t-�-i-- - - --9' -4"- - - - -----+�----+-1 '-4"3) GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.4) GANGWAY BASE TREAD & UPRIGHTS TO BE STEEL CONSTRUCTION & HOT DIPPED GALVANIZED
PER ASTM-A 123.
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5) GANGWAY BODY & CAGE SHALL BE OF STAINLESS STEEL CONSTRUCTION.6) GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF SUPPORTING WITH ADJUSTABLE
CHAIN STOPS. 7) ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN SLEEVE BEARINGS.8) ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.9) OPERATING RANGE OF SAFERACK GANGWAY IS 45· ABOVE TO 40" BELOW HORIZONTAL.10) ALL WELDS SHALL CONFORM TO AWS D1 .1 - D1 .6.
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FORCES IN X DIRECTION EAST-WEST REACTIONS AT COLUMN llASE
PER COLUMN v, Mz IN & IS 2N & 2S
p p
LOAD CASE kips kii>-ft kips kips Dead L-Oad- D - - 4.41 4.65
Live Load= L - " 1.96 1.24
Roof Live = Lr " " 1.73 1.73 Snow = S " " 1.17 1.06
Earthquake= Ex 0.60 3.00 2.00 -2.00
Wind=Wx 1.70 8.50 5.70 -5,70
FORCES IN Z DIRECTION NORTH-SOUTH. REACTIONS AT COLUMN BASE
PER COLUMN Vz M, IN &2N IS &2S p p
LOAD CASE kips kii>-ft kips kips Dead Load= D . " 4.53 4.53 Live Load= L . - 1.80 1.40 Roof Live = Lr - - 1.73 1.73
Snow = S . . 1.11 1. 11 Earthquake = Ez 0.60 1.35 2.57 -2.57
Wind=Wz 1.40 3.20 6.IO -o.10
NOTES ALL LATERAL LOADS IN WIND AND EARTHQUAKE CASES ARE+/-
ALL AXIAL LOAOS IN WINO ANO EARTHQUAKE CASES ARE+/-(COMPRESSJONffENSION)
LOADS HAVE NOT BEEN FACTORED. NEGATIVE VALUES REFLECT ANCHORS LOADED IN TENSION.
X DIRECTION IS ALONG LONG DIMENSION OF PLATFORM - EAST/WEST DIRECTION
ZDIRECTION IS ALONG TRAVEL DIRECTION ON GANGWAY- NORTH/SOUTH DIRECTION LOADS GIVEN ARE PER COLUMN M DENOTES MOMENTS IN KIP-FT
V DENOTES SHEAR/LATERAL FORCES IN KIPS P DENOTES AXIAL LOADS IN KIPS
DESIGN CODES: ASCE 7-0S DESIGN LOADS:
STAIR UNIT LIVE - IO00 LBS PLATFORM LIVE - t 100 PSF HANDRAIL LIVE- + 200 LBS GANGWAY LIVE - + 500 LBS
APPROVED AS NOTED ON DWG 2O5998-A 1 - ADDED HOUSEKEEPING PADS TO ALL FEET I>-- --------------------- - - ----<09-06-12 VN ISSUED FOR CONSTRUCTION # I DESCRIPTION DATE BY
ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF SAFERACK
DRAWN:JBK 7-24-12
·�-
◄
s f R kCHECK:JMG 7-24-12 I�� a e ac APVL:RE 7-24-12 l�;iiiii' LOADING RACK TECHNOLOGIES
Production Memo only for EMCO internal use, not to approve by customer
A. ARM STANDARDS:ES-8 CLASS 2 WELD SPECTP-041 BALANCE & TEST (ARM)ES-61 PAINT SPECES-53 GREASE SPECTP-516 PTFE LINED HYDROSTATIC TEST
B. ARM WEIGHT: 609 LBSC. BALANCE MOMENT: 23,150 IN-LBS (52,227 IN-LBS AT INLET)D. RANGE OF MOTION: +60' to -20'E. ARM CONFIGURATION: UP FEED- RIGHT HAND DOWN FEEDF. TOTAL SETUP WEIGHT: 179 LBS