z:open projects 900 998 trinity manufacturingifc 998-c1 … · 2020-06-23 · emco wheaton dwg #:...

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PLATE ¢1 " HOLES FOR ¢1f' ANCHOR BOLTS (BY OTHERS) sc:;�.·�o" Í I I , ' \ I I L t ________________ j _ 1 ; f ' 0 3" r1DETAIL 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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Page 1: Z:Open Projects 900 998 TRINITY MANUFACTURINGIFC 998-C1 … · 2020-06-23 · emco wheaton dwg #: ewh2012-1 03 r-----60.0" ----- ----- 78.o" -----ji · i l-11. *e o.°bt i i . ·

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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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LOAD CASE kips kii>-ft kips kips Dead L-Oad- D - - 4.41 4.65

Live Load= L - " 1.96 1.24

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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

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ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR WRITTEN CONSENT OF SAFERACK

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Page 2: Z:Open Projects 900 998 TRINITY MANUFACTURINGIFC 998-C1 … · 2020-06-23 · emco wheaton dwg #: ewh2012-1 03 r-----60.0" ----- ----- 78.o" -----ji · i l-11. *e o.°bt i i . ·

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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

PTFE LINED DROP TUBE: 57 LBSVAPOR PLATE: 1 00 LBSVAPOR HOSE: 22 LBS

G. ALL COMPONENTS ARE PTFE LINEDFLANGE FACE I.D.s ARE TO BE ROUNDED TO 0.25" RADIUS FOR PTFE LINING.

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DROP BUCKET HOOK

ITEM 1 2 3 4 5 6 7 8 9

10 I 11

12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

QTY 1 4 6 1 1 1

10 1 2 1 1 1 1 1 2 2 2 2 1 1 4

16 16 3 1 1 1 1 4 1 1 2 1 1 2 1 8 8

BILL OF MATERIAL LENGTH I MATERIAL PART NUMBER I DESCRIPTION NOTE

A105 STL 508191207 13" 150# FLANGE FF /WN STL D20003-PTFE 13" D2000 SWIVEL, PTFE A234 STL 531010244

57.ooolA53 GR.B STL 315360001 SST 494384

67.700IA36 STL 447199 A36 STL 508161233

49.400 A53 GR.B STL 315360001 2.000 A36 STL 447199

A36 STL 507043269 A36 STL TBD ASSY 826000201 STL 826000198-2 STL 826000199-1 STL 816001209 BRASS 825013229 BRASS 461598 BRASS 803010205

65.800IA53 GR.B STL 315360001 65.900IA53 GR.B STL 315360001

9.000IA36 STL 447199 STL 444535 STL 450897 A36 STL 553112 304L SST 446798 PLAS 537051210 STL 443668 SST ASSY TBD ASSY 578125 ASSY I1074642K ASSY 1904020207

180.0001- 1928080200 12.000IASSY ITBD

SST 1578256 A182 316L SST 1340203

264.000ISST /STL 1548151264 STL 1444535 STL 1450897

3" SCH 40 LONG RAD ELBOW 3" SCH 40 PIPE, WELDED SUPPORT 3" BOOM CAP 1/2"x2" FLAT BAR DIAGONAL 3" 150# FLANGE FF /so

3" SCH 40 PIPE, WELDED BOOM 1/2"x2" FLAT BAR 3" PNEUMATIC BASE BRACKET 3" PNEU PRIMARY BRACKET 8" PNEUMATIC CYLINDER 8" PNEU. CYLINDER ROD CLEVIS 8" PNEU. CYLINDER JAM NUT 3/4" FLOW REGULATOR MNPT x FNPTIPNEUMATICS BUSHING 3/4" MNPT x 1/4" FNPT IPNUEMATICS 1/4" NIPPLE MNPT x MNPT IPNUEMATICS 1/4" VELOCITY FUSE FNPT x FNPT !PNEUMATICS3" SCH 40 PIPE, WELDED !PRIMARY3" SCH 40 PIPE, WELDED IDROP1/2"x2" FLAT BAR HEX HD CAPSCREW 5/8"-11 x 3" HEX NUT 5/8"-11 3" ELBOW SUPPORT RING ID TAG EMCO WHEATON LABEL PILLOW BLOCK SHIP LOOSE VAPOR PLATE W/ J-HOOKS SHIP LOOSE 3" HOSE CLAMPS SHIP LOOSE PNEUMATIC CONTROL BOX ISHIP LOOSE 3 BUTTON PENDANT CONTROL ISHIP LOOSE 1 / 4" HOSE KIT NPTxNPT ISHIP LOOSE 3/4" LEVEL SENSOR ISHIP LOOSE 3" C&G COUPLER, PTFE ISHIP LOOSE 3" C&G ADAPTER ISHIP LOOSE 3" BRAIDED HOSE MNPT x MNPT ISHIP LOOSE HEX HD CAPSCREW 5/8"-11 x 3" ISHIP LOOSE HEX NUT 5/8"-11 ISHIP LOOSE

I issuEo FOR CONSTRUCTION I

PRODUCT SIZE 3"

BALANCE TYPEI PNEUMATICS SWIVEL TYPEID2000-PTFE

SEAL TYPEI PTFE GREASE TYPEI CHEMICAL

PRODUCT! 32% & 36% HCI ACID

DESIGN DATA JACKET PRODUCT JACKET

OPERATING TEMP. (°F) UNKNOWN AIR TEST PRESS. (PSI) 5 AND 80 HYDRO TEST PRESS (PSI) 225

OPERATING PRESS. (PSl)I UNKNOWN

NO APPROVALS REQUIRED D9-06-12I 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 4� CHECK:JMG 7-24-12 t-.•.-j SafeRack APVL:RE 7-24-12 �;iii' LOADING RACK TECHNOLOGIES

HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153

DESCRIPTION: GENERAL ARRANGEMENT

3" PTFE LINED SUPPORTED BOOM LOADER (E2025)

DWG# 205998-C3

P.O.# PJ-69974

SHEET: 3 OF 3

SCALE: NTS

REV: -

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