237455-GENERAL ARRANGEMENT - C1...SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY...
21
NOTES STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL 1. CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123. PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT 2. MATERIAL. GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX. 3. GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION 4. & HOT DIPPED GALVANIZED PER ASTM-A123. GANGWAY BODY & CAGE SHALL BE OF ALUMINUM 5. CONSTRUCTION. GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF 6. SUPPORTING WITH ADJUSTABLE CHAIN STOPS. ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN 7. SLEEVE BEARINGS. ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL. 8. OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS 9. ARE 15 ABOVE TO 15 BELOW HORIZONTAL. OPERATING RANGE OF SAFERACK SAS GANGWAY IS 45 ABOVE 10. TO 40 BELOW HORIZONTAL. ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6. 11. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE 12. EXISTING STRUCTURE CAN SUPPORT THE LOADS OF THE NEW EQUIPMENT PROVIDED BY SAFERACK. PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS 13. 2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED. IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL 14. INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THE IBC. STRUCTURAL STEEL NOTES STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE 1. FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE): ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI) • ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL • CONFORM TO A36 (36 KSI) ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM • TO ASTM A500, GRADE B (46 KSI) PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B • ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI) • ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL 2. STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEEL CONSTRUCTION MANUAL. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH 3. STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO 4. (2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE "TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE 5. SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES. THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/8 6. # DESCRIPTION DATE BY 1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTE INDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS - APPROVED AS NOTED ON 237455-A1 THRU A21 ISSUED FOR CONSTRUCTION 8/14/19 JAS SPOT GLU-1 ISSUED FOR CONSTRUCTION S S MO 1:12 To 1/4" 1/4" SCALE DO NOT ABAS # MO FV PROJECTION: 2 Size - S (inch) 5/16" 3/16" UNLESS OTHERWISE SPECIFIED Over 1/4" to 1/2" Minimum Fillet Thinner Part Joined (inch) 1/8" Over 3/4" THIRD ANGLE TOLERANCES: Over 1/2" to 3/4" Material Thickness of +/- 1 " LINEAR: 8 1 +/- APVL: SCALE: 6/24/19 06/25/19 ENG: RACK TECHNOLOGIES SIZE: FINISH: D DWG#: 1 OF 21 HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153 PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 Part Name 237455-C1 REV: 45807 P.O.# 1 ABAS #: SHEET: SAFERACK LOADING WRITTEN CONSENT OF USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED ANGULAR: JAS 8/14/2019 DRAWN: CHECK: ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL AND PROPRIETARY AND MAY NOT BE DISCLOSED IN ANY FORM WITHOUT PRIOR SAFERACK WELDING STANDARDS SEAL WELD UNLESS OTHERWISE NOTED Finish ISOMETRIC VIEW Fx Fy Fz Mx My Mz kips kips kips kip-ft kip-ft kip-ft Dead ‐0.978 0.590 0.015 0.000 0.000 0.000 Live ‐1.453 0.502 0.019 0.000 0.000 0.000 Wind X ‐1.813 0.246 0.019 0.000 0.000 0.000 Wind Z ‐0.757 0.703 ‐0.706 0.000 0.000 0.000 Seismic X ‐0.107 0.001 0.000 0.000 0.000 0.000 Seismic Z 0.018 0.006 ‐0.100 0.000 0.000 0.000 NOTES: All Wind & Seismic Loads are ±. Loads have not been factored. X Direction is perpendicular to gangway. Y Direction is vertical. Z Direction is along gangway. Fx Fy Fz Mx My Mz kips kips kips kip-ft kip-ft kip-ft Dead ‐0.949 0.597 ‐0.027 0.000 0.000 0.000 Live ‐1.413 0.512 ‐0.035 0.000 0.000 0.000 Wind X ‐1.775 0.255 ‐0.035 0.000 0.000 0.000 Wind Z 0.105 ‐0.695 ‐0.756 0.000 0.000 0.000 Seismic X ‐0.107 0.001 0.000 0.000 0.000 0.000 Seismic Z ‐0.021 ‐0.006 ‐0.100 0.000 0.000 0.000 NOTES: All Wind & Seismic Loads are ±. Loads have not been factored. X Direction is perpendicular to gangway. Y Direction is vertical. Z Direction is along gangway. Fx Fy Fz Mx My Mz kips kips kips kip-ft kip-ft kip-ft Dead 0.954 ‐0.078 0.003 0.000 0.000 0.000 Live 1.418 ‐0.252 0.002 0.000 0.000 0.000 Wind X 1.38 ‐0.245 0.002 0.000 0.000 0.000 Wind Z ‐0.535 0.273 0.320 0.000 0.000 0.000 Seismic X 0.007 ‐0.001 0.000 0.000 0.000 0.000 Seismic Z 0.000 0.000 0.000 0.000 0.000 0.000 NOTES: All Wind & Seismic Loads are ±. Loads have not been factored. X Direction is perpendicular to gangway. Y Direction is vertical. Z Direction is along gangway. Fx Fy Fz Mx My Mz kips kips kips kip-ft kip-ft kip-ft Dead 0.973 ‐0.085 0.009 0.000 0.000 0.000 Live 1.448 ‐0.262 0.014 0.000 0.000 0.000 Wind X 1.408 ‐0.255 0.014 0.000 0.000 0.000 Wind Z 1.186 ‐0.281 0.342 0.000 0.000 0.000 Seismic X 0.007 ‐0.001 0.000 0.000 0.000 0.000 Seismic Z 0.004 0.000 0.000 0.000 0.000 0.000 NOTES: All Wind & Seismic Loads are ±. Loads have not been factored. X Direction is perpendicular to gangway. Y Direction is vertical. Z Direction is along gangway. MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #1 Load Case MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #2 Load Case MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #3 Load Case MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #4 Load Case LOCATION: GREENVILLE MS CODE: ASCE/SEI 7-10 OSHA 1910 SUBPART D OCCUPANCY CATEGORY: II LOAD: LIVE LOAD GANGWAY LIVE LOAD 500 LBS WIND LOAD BASIC WIND SPEED 115 MPH SEISMIC LOAD BASI C SEI SMI C COEFFI EI NT SDS 0.286 G DESIGN CRITERIA
Transcript of 237455-GENERAL ARRANGEMENT - C1...SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY...
NOTES
STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT2.MATERIAL.GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY & CAGE SHALL BE OF ALUMINUM5.CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS9.ARE 15 ABOVE TO 15 BELOW HORIZONTAL.OPERATING RANGE OF SAFERACK SAS GANGWAY IS 45 ABOVE10.TO 40 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.11.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE12.EXISTING STRUCTURE CAN SUPPORT THE LOADS OF THE NEWEQUIPMENT PROVIDED BY SAFERACK.PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS13.2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL14.INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THEIBC.
STRUCTURAL STEEL NOTES
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1.FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):
ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEELCONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH3.STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISENOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED ASBEARING TYPE WITH THREADS IN SHEAR PLANE.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO4.(2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE"TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE5.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/86.
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
SPOT GLU-1 ISSUED FOR CONSTRUCTION
S
S
MO
1:12To 1/4"
1/4"
SCALEDO NOT
ABAS #MO
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
APVL: SCALE:
6/24/19
06/25/19
ENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
DWG#:
1 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510
Part Name
237455-C1 REV:45807P.O.# 1
ABAS #: SHEET:
SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:
JAS
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
ISOMETRIC VIEW
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead ‐0.978 0.590 0.015 0.000 0.000 0.000Live ‐1.453 0.502 0.019 0.000 0.000 0.000
Wind X ‐1.813 0.246 0.019 0.000 0.000 0.000Wind Z ‐0.757 0.703 ‐0.706 0.000 0.000 0.000Seismic X ‐0.107 0.001 0.000 0.000 0.000 0.000Seismic Z 0.018 0.006 ‐0.100 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead ‐0.949 0.597 ‐0.027 0.000 0.000 0.000Live ‐1.413 0.512 ‐0.035 0.000 0.000 0.000
Wind X ‐1.775 0.255 ‐0.035 0.000 0.000 0.000Wind Z 0.105 ‐0.695 ‐0.756 0.000 0.000 0.000Seismic X ‐0.107 0.001 0.000 0.000 0.000 0.000Seismic Z ‐0.021 ‐0.006 ‐0.100 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.954 ‐0.078 0.003 0.000 0.000 0.000Live 1.418 ‐0.252 0.002 0.000 0.000 0.000
Wind X 1.38 ‐0.245 0.002 0.000 0.000 0.000Wind Z ‐0.535 0.273 0.320 0.000 0.000 0.000Seismic X 0.007 ‐0.001 0.000 0.000 0.000 0.000Seismic Z 0.000 0.000 0.000 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.973 ‐0.085 0.009 0.000 0.000 0.000Live 1.448 ‐0.262 0.014 0.000 0.000 0.000
Wind X 1.408 ‐0.255 0.014 0.000 0.000 0.000Wind Z 1.186 ‐0.281 0.342 0.000 0.000 0.000Seismic X 0.007 ‐0.001 0.000 0.000 0.000 0.000Seismic Z 0.004 0.000 0.000 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #1
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #2
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #3
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #4
Load Case
LOCATION: GREENVILLE MS
CODE: ASCE/SEI 7-10OSHA 1910 SUBPART D
OCCUPANCY CATEGORY: I I
LOAD:LIVE LOAD
GANGWAY LIVE LOAD 500 LBSWIND LOAD
BASIC WIND SPEED 115 MPHSEISMIC LOAD
BASIC SEISMIC COEFFIEINT SDS 0.286 G
DESIGN CRITERIA
7'-2" FI
ELD
LO
CA
TE A
SRE
QUI
RED
2'-3"
4'-6" MIN. HANDRAILCLEARANCE REQUIRED
1'-9 13/16" 1'-9 13/16"
1'-9 13/16" 1'-9 13/16"
S
S
APVL: 1:12To 1/4"
1/4"SCALE:
SCALEDO NOT JAS
MO
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
ABAS #
06/25/19
6/24/19MOENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
2 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 REV:237455-C245807P.O.# 1
ABAS #: SHEET:
DWG#:SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:
Part Name
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
GANGWAY SHOWN IN HORIZONTAL POSITION
TRUCK
FAC
E O
F PL
ATF
ORM
C L
UND
ERSL
UNG
MO
UNT
&G
AN
GW
AY
EXISTING PLATFORM
(BY SAFERACK)MOUNT
EXISTING PIPE(UNDER PLATFORM)
G4-SAS-36-4A
UNDERSLUNG GANGWAY
(13521)
4'-0"x6'-0"1 1/2 PIPE 4 RAILSAFETY CAGE
PLAN VIEW
CL TOP OF WALK SURFACE
6'-0
"
7'-0"
4'-0"
A
A
B
B
SPOT GLU-1 ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
MATCH DRILL(4) 11/16HOLES IN FIELD
UNDERSLUNG MOUNT
GANGWAY
CL
BOTTOM OF PLATFORM
GANGWAY&
UNDERSLUNG
SECTION A-A
MOUNT
EXISTING PIPING
FIELD DRILL (4) 11/16" HOLESIN EXISTING PLATFORM
FOR 5/8" F3125 A325 BOLTS
3 1
/4"
3 1
/4"
7 1
/4"
UNDERSLUNG CLEARANCE REQUIRED4'-1 5/8" MINIMUM
5 1
/4"
TOP OF WALK SURFACE
SECTION B-B
FIELD DRILL (4) 11/16" HOLESIN EXISTING PLATFORM
FOR 5/8" F3125 A325 BOLTS
CLGANGWAY
3 1
/4"
5 1
/4"
12'
-0"
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
10'-4
" SHO
WN
3 1
/4"
12'
-0"
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
11'-0
" SHO
WN
S
S
ABAS #
MO
1:18To 1/4"
1/4"
06/25/19SCALE
DO NOT
6/24/19
Part Name
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
JAS
P.O.#
SCALE:
ENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
3 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 237455-C345807 DWG#: 1
ABAS #:
REV:
SHEET:
SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:
MO
APVL:
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
TOP OF WALK SURFACE
EXISTING PLATFORM
FAC
E O
F PL
ATF
ORM
TRUCK
TOP OF GRADE
CL
CHAIN STOPSADJUSTABLE
MOUNTUNDERSLUNG
PIPE3" EXISTING
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-2"
8 3/4"
TOP OF WALK SURFACE
EXISTING PLATFORM
FAC
E O
F PL
ATF
ORM
TRUCK
TOP OF GRADE
CL
MOUNTUNDERSLUNG
PIPEEXISTING
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-2"
SPOT GLU-1
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
12'
-0"
9'-0
" TYP
15'
-3 3
/4"
18'
-5 5
/8"
S
S
MO
1:18To 1/4"
1/4"
MOSCALE
DO NOT JAS Part Name
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
APVL:
06/25/19
ABAS #
6/24/19ENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
P.O.#
4 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 237455-C4
SHEET:
45807 1
ABAS #:
REV:DWG#:SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
GANGWAY SHOWN IN STORED POSITION
TOP OF WALK SURFACE
FAC
E O
F PL
ATF
ORM
TRUCK
EXISTING PLATFORM
TOP OF GRADE
CL
MOUNTUNDERSLUNG
PIPEEXISTING
ELEVATION VIEW
TRUC
K C
LEA
RAN
CE
ENV
ELO
PE
TYP
7'-2" 4'-0" TYP
TYP
2'-0
"
1'-0"
13'
-6"
SPOT GLU-1
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
NOTES
STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT2.MATERIAL.GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY & CAGE SHALL BE OF ALUMINUM5.CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS9.ARE 15 ABOVE TO 15 BELOW HORIZONTAL.OPERATING RANGE OF SAFERACK SAS GANGWAY IS 45 ABOVE10.TO 40 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.11.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE12.EXISTING STRUCTURE CAN SUPPORT THE LOADS OF THE NEWEQUIPMENT PROVIDED BY SAFERACK.PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS13.2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL14.INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THEIBC.
STRUCTURAL STEEL NOTES
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1.FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):
ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEELCONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH3.STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISENOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED ASBEARING TYPE WITH THREADS IN SHEAR PLANE.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO4.(2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE"TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE5.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/86.
SPOT GLU-2
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
S
S
1:12To 1/4"
1/4"
06/25/19SCALE
DO NOT JAS
MO
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
SHEET:
SCALE:
MO
6/24/19ENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
Part Name
5 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 P.O.# 237455-C5 REV:45807 DWG#: 1
ABAS #: ABAS #
SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:APVL:
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
ISOMETRIC VIEW
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 0.686 0.875 0.000 0.000 0.000Live 0.000 0.699 1.227 0.000 0.000 0.000
Wind X ‐0.4 0.416 1.137 0.000 0.000 0.000Wind Z ‐0.317 0.839 ‐0.646 0.000 0.000 0.000Seismic X ‐0.100 0.000 0.000 0.000 0.000 0.000Seismic Z 0.007 0.000 ‐0.111 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 0.686 ‐0.875 0.000 0.000 0.000Live 0.000 0.699 ‐1.227 0.000 0.000 0.000
Wind X ‐0.4 0.416 ‐1.137 0.000 0.000 0.000Wind Z 0.317 ‐0.839 ‐0.645 0.000 0.000 0.000Seismic X ‐0.100 0.000 0.000 0.000 0.000 0.000Seismic Z ‐0.007 0.000 ‐0.111 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 ‐0.274 0.140 0.000 0.000 0.000Live 0.000 ‐0.449 0.223 0.000 0.000 0.000
Wind X 0 ‐0.416 0.207 0.000 0.000 0.000Wind Z ‐0.119 0.101 0.245 0.000 0.000 0.000Seismic X 0.000 0.000 0.000 0.000 0.000 0.000Seismic Z ‐0.003 0.000 0.011 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 ‐0.274 ‐0.140 0.000 0.000 0.000Live 0.000 ‐0.449 ‐0.223 0.000 0.000 0.000
Wind X 0 ‐0.416 ‐0.207 0.000 0.000 0.000Wind Z 0.119 ‐0.101 0.245 0.000 0.000 0.000Seismic X 0.000 0.000 0.000 0.000 0.000 0.000Seismic Z 0.003 0.000 0.011 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #4
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #1
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #2
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #3
LOCATION: GREENVILLE MS
CODE: ASCE/SEI 7-10OSHA 1910 SUBPART D
OCCUPANCY CATEGORY: I I
LOAD:LIVE LOAD
GANGWAY LIVE LOAD 500 LBSWIND LOAD
BASIC WIND SPEED 115 MPHSEISMIC LOAD
BASIC SEISMIC COEFFIEINT SDS 0.286 G
DESIGN CRITERIA
N
PROJECT 7'-4"
1'-4
13/
16"
1'-4
13/
16"
2'-3"
S
S
ABAS #
1:12To 1/4"
1/4"
6/24/19
SCALEDO NOT
MO
MO
FV
PROJECTION:2
Size - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Minimum FilletThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
Material Thickness of
+/- 1
"LINEAR: 81+/-
Part Name
APVL:
SHEET:
ENG:
RACK TECHNOLOGIES
SIZE:
FINISH:
D
6 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 P.O.# 237455-C6 REV:45807 1
ABAS #:
DWG#:
06/25/19
SAFERACK LOADINGWRITTEN CONSENT OF
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:
JAS
SCALE:
8/14/2019
DRAWN:
CHECK:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIOR
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
Finish
MOUNT(BY SAFERACK)
GA
NG
WA
YC L
TRUCK
(13521)
UND
ERSL
UNG
MO
UNT
&
F3125 A325 BOLTS
EXISTING PLATFORM
FOR 5/8"
FAC
E O
F PL
ATF
ORM
GANGWAY SHOWN IN HORIZONTAL POSITION
G4-SAS-36-4AUNDERSLUNG GANGWAY
IN EXISTING PLATFORMFIELD DRILL (4) 11/16" HOLES
4'-0"x6'-0"1 1/2 PIPE 4 RAILSAFETY CAGE
PLAN VIEW
CL
1 4'-0"
6'-0
"
3'-10"
3 1/8"
A
A
EXTENDED TOP RAILTHIS SIDE ONLY
SPOT GLU-2
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
MOUNT
UNDERSLUNG MOUNT
BOTTOM OF PLATFORM
1 1
GANGWAYSECTION A-A
GANGWAY&
TOP OF WALK SURFACE
UNDERSLUNG
CL
REQUIRED4'-6" MIN. HANDRAIL CLEARANCE
7 1
/4"
STANDARD TOPMOUNT CLIP
STANDARD TOPMOUNT CLIP
11'
-10"
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
10'-4
" SHO
WN
11'
-10"
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
11'-0
" SHO
WN
S
S
1:18To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
7 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C7P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
TOP OF WALK SURFACE
FAC
E O
F PL
ATF
ORM
CLTRUCK
TOP OF GRADE
ADJUSTABLECHAIN STOPS
UNDERSLUNGMOUNT
EXISTING PLATFORM
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-4"
SPOT GLU-2
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
TOP OF WALK SURFACE
FAC
E O
F PL
ATF
ORM
CLTRUCK
TOP OF GRADE
UNDERSLUNGMOUNT
EXISTING PLATFORM
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-4"
11'
-10"
9'-0
" TYP
15'
-1 3
/4"
18'
-3 5
/8"
S
S
1:18To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
8 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C8P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT GLU-2
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
TOP OF WALK SURFACE
FAC
E O
F PL
ATF
ORM
CLTRUCK
TOP OF GRADE
UNDERSLUNGMOUNT
EXISTING PLATFORM
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
TRUC
K C
LEA
RAN
CE
ENV
ELO
PE
7'-4" 4'-0" TYP
2'-0
"TY
P
1'-0"TYP
13'
-6"
S
S
1:12To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
9 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C9P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
NOTES
STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT2.MATERIAL.GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY & CAGE SHALL BE OF ALUMINUM5.CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS9.ARE 15 ABOVE TO 15 BELOW HORIZONTAL.OPERATING RANGE OF SAFERACK SAS GANGWAY IS 45 ABOVE10.TO 40 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.11.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT THE12.EXISTING STRUCTURE CAN SUPPORT THE LOADS OF THE NEWEQUIPMENT PROVIDED BY SAFERACK.PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS13.2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL14.INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THEIBC.
STRUCTURAL STEEL NOTES
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1.FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):
ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEELCONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH3.STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISENOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED ASBEARING TYPE WITH THREADS IN SHEAR PLANE.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO4.(2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE"TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE5.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/86.
SPOT GLU-3
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
ISOMETRIC VIEW
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 0.641 0.542 0.000 0.000 0.000Live 0.000 0.647 0.765 0.000 0.000 0.000
Wind X ‐0.3 0.329 0.634 0.000 0.000 0.000Wind Z ‐0.237 0.568 ‐0.496 0.000 0.000 0.000Seismic X ‐0.100 0.000 0.000 0.000 0.000 0.000Seismic Z 0.004 0.000 ‐0.109 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 0.641 ‐0.542 0.000 0.000 0.000Live 0.000 0.647 ‐0.765 0.000 0.000 0.000
Wind X ‐0.3 0.329 ‐0.634 0.000 0.000 0.000Wind Z 0.237 ‐0.568 ‐0.495 0.000 0.000 0.000Seismic X ‐0.100 0.000 0.000 0.000 0.000 0.000Seismic Z ‐0.004 0.000 ‐0.109 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 ‐0.235 0.106 0.000 0.000 0.000Live 0.000 ‐0.397 0.177 0.000 0.000 0.000
Wind X 0 ‐0.329 0.146 0.000 0.000 0.000Wind Z ‐0.103 0.108 0.196 0.000 0.000 0.000Seismic X 0.000 0.000 0.000 0.000 0.000 0.000Seismic Z ‐0.002 0.000 0.009 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.000 ‐0.235 ‐0.106 0.000 0.000 0.000Live 0.000 ‐0.397 ‐0.177 0.000 0.000 0.000
Wind X 0 ‐0.329 ‐0.146 0.000 0.000 0.000Wind Z 0.103 ‐0.108 0.196 0.000 0.000 0.000Seismic X 0.000 0.000 0.000 0.000 0.000 0.000Seismic Z 0.002 0.000 0.009 0.000 0.000 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is perpendicular to gangway.Y Direction is vertical.Z Direction is along gangway.
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #4
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #1
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #2
Load Case
MAXIMUM ESTIMATED REACTIONS AT UNDERSLUNG ANCHOR #3
LOCATION: GREENVILLE MS
CODE: ASCE/SEI 7-10OSHA 1910 SUBPART D
OCCUPANCY CATEGORY: I I
LOAD:LIVE LOAD
GANGWAY LIVE LOAD 500 LBSWIND LOAD
BASIC WIND SPEED 115 MPHSEISMIC LOAD
BASIC SEISMIC COEFFIEINT SDS 0.286 G
DESIGN CRITERIA
2'-3"
N
PROJECT 7'-10"
1'-4
13/
16"
1'-4
13/
16"
S
S
1:12To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
10 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C10P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT GLU-3
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
GANGWAY
STANDARD TOP
SECTION A-A
GANGWAYMOUNT
UNDERSLUNG MOUNT
BOTTOM OF PLATFORM
TOP OF WALK SURFACE
11
&
MOUNT CLIPSTANDARD TOP
MOUNT CLIPUNDERSLUNG
CL
4'-6" MIN. HANDRAIL CLEARANCEREQUIRED
7 1
/4"
C LG
AN
GW
AY
&UN
DER
SLUN
G M
OUN
T
FIELD DRILL (4) 11/16" HOLESIN EXISTING PLATFORMFOR 5/8" F3125 A325 BOLTS
EXISTING PLATFORM
UNDERSLUNG GANGWAYMOUNT(BY SAFERACK)
G4-SAS-36-5A
4'-0"x6'-0"1 1/2 PIPE 4 RAIL
SAFETY CAGE(13521)
PLAN VIEWGANGWAY SHOWN IN HORIZONTAL POSITION
FAC
E O
F PL
ATF
ORM
CLTRUCK
EXTENDED TOP RAILTHIS SIDE ONLY
1
6'-0
"
4'-0"
3'-10"
3 1/8"
A
A
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
10'-4
" SHO
WN
11'
-10"
10'-4
" TO
11'
-0" H
EIG
HT R
AN
GE
11'-0
" SHO
WN
11'
-10"
S
S
1:18To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
11 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C11P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT GLU-3
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
CLTRUCK
TOP OF GRADE
FAC
E O
F PL
ATF
ORM
TOP OF WALK SURFACE
ADJUSTABLECHAIN STOPS
EXISTING PLATFORM
UNDERSLUNGMOUNT
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-10"
CLTRUCK
TOP OF GRADE
FAC
E O
F PL
ATF
ORM
TOP OF WALK SURFACE
EXISTING PLATFORM
UNDERSLUNGMOUNT
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
7'-10"
11'
-10"
9'-0
" TYP
16'
-2 1
1/16
" 19'
-4 9
/16"
S
S
1:18To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT GLU-3
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
CLTRUCK
TOP OF GRADE
FAC
E O
F PL
ATF
ORM
TOP OF WALK SURFACE
EXISTING PLATFORM
UNDERSLUNGMOUNT
ELEVATION VIEWGANGWAY SHOWN IN STORED POSITION
TRUC
K C
LEA
RAN
CE
ENV
ELO
PE
2'-0
"TY
P
1'-0"TYP
4'-0" TYP 7'-10"
13'
-6"
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
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1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
NOTES
STAIR UNIT, PEDESTAL, PLATFORM & HANDRAIL WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE IS TO BE SERRATED & SLIP RESISTANT2.MATERIAL.GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY & CAGE SHALL BE OF ALUMINUM5.CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS9.ARE 15 ABOVE TO 15 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.6.10.PLATFORM AND STAIR UNIT HANDRAILS SHALL BE OF HSS11.2"x2"x1/8" CONSTRUCTION UNLESS OTHERWISE NOTED.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL12.INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THEIBC.
STRUCTURAL STEEL NOTES
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1.FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):
ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEEL CONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH 3.STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO4.(2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE "TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE5.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/86.GROUT MATERIAL FOR BASE PLATES SHALL BE NON-METALLIC,7.NON-SHRINK, PRE-PACKAGED GROUT CONFORMING TO ASTM C1107.COLUMN BASE PLATES SHALL BE WITHIN 1/16" OF THEORETICAL8.ELEVATION AND BE LEVEL WITHIN 0.01 INCH ACROSS PLATELENGTH OR WIDTH.
STRUCTURAL ALUMINUM NOTES
STRUCTURAL ALUMINUM MATERIALS SHALL CONFORM TO THE1.FOLLOWING ALLOY SPECIFICATIONS (UNLESS NOTEDOTHERWISE):
I-SHAPES, CHANNELS, AND ANGLES SHALL CONFORM TO•6061-T6SQUARE AND RECTANGULAR TUBES SHALL CONFORM TO•6063-T5/T52/6061-T6PIPES AND ROUND TUBES SHALL CONFORM TO 6063-•T5/T52/T6/6061-T6BARS SHALL CONFORM TO 6063-T5/T6/6061-T6•PLATES SHALL CONFORM TO 5052 H32•
ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.ALUMINUM SHALL COMPLY WITH THE REQUIREMENTS OF THEALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL 2005.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4"3.STAINLESS STEEL ASTM F593 (18-8) BOLTS AND ASTM F594 NUTS,UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONSSHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEARPLANE.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH4.THE SPECIFICATIONS AND PROCEDURES OF THE AMERICANWELDING SOCIETY (AWS) BY CERTIFIED WELDERS WHO HAVEBEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OFALUMINUM FABRICATION. WELDING FOR STRUCTURALALUMINUM SHALL BE MADE WITH ER4043 OR ER5356ELECTRODES.
MAXRACK NOTES
SUPPORT COLUMNS & CARRIAGES WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.INBOARD AND OUTBOARD GUARD RAILS WILL BE OF ALUMINUM2.CONSTRUCTION.THE MAXRACK SYSTEM TO BE ELECTRICALLY OPERATED,3.EXPLOSION PROOF, FOR RAISE/LOWER. 240V, 3 PHASE POWERREQUIRED
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead ‐0.016 3.059 0.000 ‐3.937 0.091 0.117Live 0.000 0.009 ‐0.037 ‐1.135 ‐0.272 ‐0.051
Wind X ‐2.181 1.506 0.355 5.760 ‐4.951 24.692Wind Z 0.036 0.005 ‐1.953 ‐31.855 ‐0.078 ‐0.310Seismic X ‐0.536 0.330 0.046 0.687 ‐0.600 5.724Seismic Z 0.005 0.000 ‐0.537 ‐8.242 ‐0.039 ‐0.036
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is along stairs.Y Direction is vertical.Z Direction is along gangway.
Fx Fy Fz Mx My Mzkips kips kips kip-ft kip-ft kip-ft
Dead 0.088 2.375 ‐0.024 ‐1.105 0.027 ‐0.644Live 0.236 4.379 ‐0.046 ‐2.125 0.066 ‐1.700
Wind X ‐0.83 ‐3.248 0.012 0.376 ‐0.453 5.176Wind Z 0.005 ‐0.031 ‐2.997 ‐30.370 3.739 ‐0.035Seismic X ‐0.172 ‐0.596 0.000 0.000 0.000 0.996Seismic Z 0.000 0.000 ‐0.518 ‐4.893 0.586 0.000
NOTES:All Wind & Seismic Loads are ±.Loads have not been factored.X Direction is along stairs.Y Direction is vertical.Z Direction is along gangway.
MAXIMUM ESTIMATED REACTIONS AT MAXRACK BASEPLATE
Load Case
MAXIMUM ESTIMATED REACTIONS AT PLATEFORM BASEPLATE
Load Case
LOCATION: GREENVILLE MS
CODE: ASCE/SEI 7-10OSHA 1910 SUBPART D
OCCUPANCY CATEGORY: I I
LOAD:LIVE LOAD
GANGWAY LIVE LOAD 500 LBSWIND LOAD
BASIC WIND SPEED 115 MPHSEISMIC LOAD
BASIC SEISMIC COEFFIEINT SDS 0.286 G
DESIGN CRITERIA
N
PROJECT 1
1'-2
"
4'-9
1/2
" 4
'-11
1/2"
7'-0
"
1'-5
" 2'-1
0"
1 3
/4"
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
14 OF 21
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
C L RAIL
FACE OF WALL
FACE OF CURB
FACE OF CURB
PAD LAYOUT
DETAIL A
DETAIL BDETAIL C
DETAIL D
2'-3
"
7 1
/4"
1'-2
1/2
"
4'-6" 6'-0" 4'-6"
11'-4"
3"
9 1/2" 3'-8 1/2"
15'-0"
L - 5" x 3" x 3/8"
DETAIL CSCALE 1 : 6
7/8" HOLE FOR3/4" ANCHOR BOLTS(BY OTHERS)
1 3
/4"
1" 1"
PL1 3/4"
DETAIL ASCALE 1 : 12
1 3/4" HOLES FOR1 1/4" ANCHOR BOLTS(BY OTHERS)
9" 1
'-6"
1'-1
0"
9" 1'-6"
1'-10"
PLATE-1"
DETAIL BSCALE 1 : 12
1 1/2" HOLES FOR1" ANCHOR BOLTS(BY OTHERS)
7 1
/4"
1'-2
1/2
"
1'-7
"
7 1/4"
1'-2 1/2" 1'-7"
1 : 6
DETAIL D
(BY OTHERS)
SCALE
13/16"x1" SLOTS FOR3/4" ANCHOR BOLTS
L-3" X 2" X 3/8"
1 1/4" 3"
1 1/4"
N
PROJECT
11'
-2"
7'-9
"
4'-9
1/2
" 4
'-11
1/2"
4'-0
" 4
'-0"
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
15 OF 21
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
C L RAIL
FACE OF PLATFORM
FACE OF WALL
FACE OF CURB
FACE OF CURB
LADDERYELLOWGATE YELLOWGATE
SERRATED SLIPRESISTANTWALK SURFACE
PLAN VIEWGANGWAY SHOWN IN STORED POSITION
G4-FRT-36-4A
3'-5
"
15'-0"
12'-0" 13'-6"
2'-6
"
3'-0
" E E
3'-6
"
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
16 OF 21
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
HSS7"x7"x1/4
TOP OF HANDRAIL
TOP OF WALK SURFACE
C8x11.5
T.O.W.S.
SHOWER
T.O.H.
SECTION E-E
HSS1
2"x1
2"x3
/8"
HSS1
2"x1
2"x3
/8"
HSS1
0"x1
0"x1
/4"
HSS1
0"x1
0"x1
/4"
C8x11.5
SAFETY
HSS2"x2"x1/8"TYPICAL
EXISTING BUILDING
18
RISE
RS @
9" =
13'
-6"
3'-6
"
9"
9"
45°
13'-6" 3'-0" 6'-0" 3'-0"
1'-6" 12'-0" 1'-6"
15'-0"
1 3
/4" G
ROUT
1" G
ROUT
1" G
ROUT
1 3
/4" G
ROUT
23'
-0 9
/16"
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
17 OF 21
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
FAC
E O
F BU
ILD
ING
TOP OF RAIL
TOP OF HANDRAIL
YELLOWGATE
SAFETYSHOWER
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
TOP OF WALK SURFACE
HSS2"x2"x1/8"TYPICAL
1" RODSERRATED
TYPICAL CLRAIL
CLRAIL
11'-2"
7'-0"
1'-6"
14
SPA
CES
@ 1
1 9/
16" (
+1/8
") =
13'-6
" 3
'-6"
12'-0
" TO
13'
-6" H
EIG
HT R
AN
GE
12'-0
" SHO
WN
2'-6
"
6'-8" ONLYCRASH BOX WIDTH
23'
-0 9
/16"
2'-0"CLEAR
8'-0"
5'-6"
4'-9 1/2" 4'-11 1/2"
3"CLEAR
FAC
E O
F BU
ILD
ING
TOP OF RAIL
SAFETYSHOWER
ELEVATION VIEWGANGWAY SHOWN IN WORKING POSITION
TOP OF WALK SURFACE
11'-2"
14
SPA
CES
@ 1
1 9/
16" (
+1/8
") =
13'-6
"
12'-0
" TO
13'
-6" H
EIG
HT R
AN
GE
13'-6
" SHO
WN
2'-6
"
6'-8" ONLYCRASH BOX WIDTH
S
S
1:24To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
18 OF 21
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SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
Part Name
ABAS #
Finish
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
FAC
E O
F BU
ILD
ING
TOP OF RAIL
ELEVATION VIEWGANGWAY SHOWN IN STORED POSITION
TOP OF WALK SURFACE
PLA
TE "C
" CLE
ARA
NC
E EN
VEL
OPE
CLRAIL
14
SPA
CES
@ 1
1 9/
16" (
+1/8
") =
13'-6
"
23'
-0 9
/16"
5'-4" TYP
15'
-6"
16'
-7 7
/16"
1'-1
7/1
6"C
LEA
R
11'-2"
4'-9 1/2" 4'-11 1/2"
9'-3"
7'-0"
PLATE-1/2"
1'-9
"
11'-6 11/16"
HSS10"x2"x1/4"
HSS6"x2"x1/4"
HSS6"x2"x1/4"
PLATE-3/4"
TYPICAL CARRIAGE LAYOUT(GALVANIZED)
8'-4 1/2"
1'-2 1/2" 10'-4 3/16"
2'-1
0"
1'-4 15/16"
3'-6
"
S
S
1:16To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
19 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C19P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
123456-8IRB1-MOD-INBOARD RAIL
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
L-2 1/2"x2 1/2"x1/4"
RT4"x2"x1/4"
RT4"x2"x1/4"
RT-4"x4"x1/4"
RT-2"x2"x1/8"
RT-2"x2"x1/8"
TYPICAL
TYPICAL
INBOARD GUARDRAIL LAYOUT(ALUMINUM)
1'-1 7/8" 2'-3 1/4" 1'-6 1/8" 4'-6" GANGWAYOPENING 1'-6 1/8" 2'-3 1/4" 1'-1 7/8"
14'-4 1/2"
14'-9 1/2"
1'-6
" 1
'-6"
1'-6
"
4'-6
"
14'-9 1/2"
5'-1 3/4" 4'-6" 5'-1 3/4"
L-2 1/2"x2 1/2"x1/4"
L-2 1/2"x2 1/2"x1/4"
RT-2"x2"x1/8"
RT-2"x2"x1/8"
TYPICAL
TYPICAL
OUTBOARD GUARDRAIL LAYOUT(ALUMINUM)
1'-5 5/8" 2'-10 5/16" 2'-10 5/16" 2'-10 5/16" 2'-10 5/16" 1'-5 5/8"
14'-4 1/2"
14'-9 1/2"
1'-6
" 1
'-6"
1'-6
"
4'-6
"
RUBBER BUMPERSTYPICAL
END GUARDRAIL LAYOUT(ALUMINUM)
1'-5 1/4" 2'-9" 2'-9" 1'-5 1/4"
8'-4 1/2"
3'-7
7/8
"
1'-3
" 1
'-8"
1'-3
"
S
S
1:12To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThinner Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
20 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C20P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
SPOT RAIL-5
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISSUED FOR CONSTRUCTION
11/16 Original
Revision Notes
240 VAC 3 Phase Elevating Cage Control Electrical Schematic
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
24
Ret
24
Vdc
123
124
125
126
127
128
129
24
Vdc
24
Ret
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
L3
L2
T3
T23
60 Hz
240 VAC
Off On
DISC
L1 T1
1L1
1L2
1L3
PE
24
Vdc
24
Ret
1L1
24VDC 24RET
24 VDC/5 Amp Power Supply
L1
+ + - -G
PWS
L2/N1L2
NOTES:1) Electric motor (1MTR) externally mounted. (Field Wire)
2) All limit switches (Field Wire)
3) If more than one limit switch used for a single motion,wire the limit switches in series between terminals.
13 14
Red Indicator Light(Not In Home Position)
Green Indicator Light(In Home Position)
1 LT
2 LT
1 LS
21 22 TB 2
Optional Limit Switch and Indicator Lights
24RET24VDC11 FU
GMD-1A
Yellow
Red
Green
TB 1
1 PB
1.4
Raise 2.42.3
1.3
2 PB
2.4
Lower 1.41.3
2.3
TB 5 TB 6
TB 7
TB 8
3 CR
A1 A2
TB 9 TB 10
4 LS
21 22
Optional Lower Limits
Remove Jumper to Enable Lower Limit
133A 133B
134A
137A
24RET
24RET
24VDC
TB 11 TB 12
Optional Raise Limits
Remove Jumper to Enable Raise Limit
137B
119
B
RevLevel
TB 3 TB 4
13 14
Optional Motion Interlock
2 LS
Remove Jumper to Enable Motion Interlock
131
131
1 CB
Variable Frequency Drive
L2
PE
P
EU V W
Chain Drive Motor
L1
1 DR
L3
SIB
GS
SIA140
141
1 CR
A1 A2
2 CR
A1 A2
24RET
1 DR X1
24RET
TB 13 TB 14
TB 15
24VDC
3 PB
1.1 1.2
E-Stop2.1 2.2
3 CR
13413 14
133C
3 CR
13423 24
137C
3 CR
13433 34
3 CR
13443 44
TB 16
TB 17
1 MTR
1L2
1L1
DI1
DI2
24V
1 DR X3
1 CR
13311 14
2 CR
13711 14
106
107
1 DR X9
ReadyCOM NO
144
145
146
3 LS
21 22
L1
L2
L3
02/17 Optional Motor Brake
Elevating Cage Raise Control Relay
Optional Motor Brake Release Control Relay
Elevating Cage Lower Control Relay
Optional Lower Limit Switch(es)
X1 Safe Torque Off Connector
X3 Digital Input 1 Run Forward
X3 Digital Input 2 Run Reverse
Optional Raise Limit Switch(es)
Optional Motion Interlock Limit Switch(es)
11'-0
" TO
14'
-0" H
EIG
HT R
AN
GE
11'-6
" SH
OW
N
11'-0
"" TO
12'
-0" H
EIG
HT R
AN
GE
11'-0
" SHO
WN
S
S
1:18To 1/4"
1/4"
DO NOTSCALE
+/- 12
PROJECTION:Minimum FilletSize - S (inch)
5/16"
3/16"
UNLESS OTHERWISE SPECIFIED
Over 1/4" to 1/2"
Material Thickness ofThicker Part Joined (inch)
1/8"
Over 3/4"THIRD ANGLE
TOLERANCES:
Over 1/2" to 3/4"
+/- 18"LINEAR:
ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES
SIZE:
FINISH:
D
REV:
21 OF 21
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 237455-C21P.O.# 45807
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
6/24/19
8/14/2019
DRAWN:
CHECK:
ENG:
APVL:
JAS
MO
MO
06/25/19
FV
1014 MAU-I
ABAS #
Finish
NOTES:1) OBSTACLES SUCH AS CURBING, GRADIENT CHANGES, ETC. MAY EFFECT
PROPER EQUIPMENT ALIGNMENT AND WORKING RANGE.2) BASE STRUCTURE TO BE STEEL CONSTRUCTION AND HOT DIPPED GALVANIZED
PER ASTM A123.3) LADDER ASSEMBLY AND SAFETY CAGE TO BE ALUMINUM CONSTRUCTION.4) MAUI IS SELF SUPPORTING UP TO 500 LBS.5) WHEELS TO BE ADJUSTABLE TO ALLOW PERPENDICULAR OR PARALLEL OPERATION.6) BASE AND LADDER WALK SURFACE TO BE SERRATED & SLIP RESISTANT.7) UNIT TO HAVE 10FT MIN. TO 14FT MAX. VERTICAL ADJUSTMENT IN 6" INCREMENTS.
1014 MAUI ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 ADDED EXTENDED TOP RAILS TO SPOTS GLU-2 AND 3. ADDED NOTEINDICATING GANGWAY TOP MOUNT CLIPS. ISSUED FOR CONSTRUCTION 8/20/19 JAS
- APPROVED AS NOTED ON 237455-A1 THRU A21ISSUED FOR CONSTRUCTION 8/14/19 JAS
ISOMETRIC VIEW
TOP OF WALK SURFACE
TOP OF HANDRAIL
CLTRUCK
TOP OF GRADE
ELEVATION VIEW
3'-6
"
4'-0"x6'-0"11
2" PIPE 4 RAILSAFETY CAGE(24054)PLAN VIEW
6'-0"
6'-0
"
4'-0"
6'-0
"
