S
S
1:108To 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:
1 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C1P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
ISOMETRIC VIEW
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
S
S
1:108To 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:
2 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C2P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
NOTES
STAIR UNIT, TOWER &PLATFORM WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE, STAIR TREADS, CANOPY ROOF2.PANELS AND HANDRAIL ARE TO BE FRP.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 TO BE STAINLESS STEEL WITH FRT WALK5.SURFACE & CAGE SHALL BE OF STAINLESS STEEL 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-D1.610.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL11.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.
ISSUED FOR CONSTRUCTION
NOTE:SAFERACK IS NOT RESPONSIBLE FOR THE FIT OR FUNCTON OF THE LOADING ARMS.THE ARM WILL NOT REACH THE ENTIRE LENGTH OF THE GANGWAY TRACK. A VARIABLE REACH ARMIS A BETTER FIT FOR A TRACKING GANGWAY. THE ELEVATION OF THE LOADING ARMS HAVE BEEN SETSO THAT THE SAFERACK EQUIPMENT DOES NOT INTERFERE WITH THE OPERATION OF THE LOADING ARMS.A TRAVEL STOP MAY BE REQUIRED ON THE ARM TO AVOID INTERFERENCE BETWEEN THE ARM AND THE CANOPY.
239910-C2 Notes, Drawing Index, Design Criteria and Reactions IFC REV 1 5/22/2020239910-C3 Overall Plan & Elevation View IFC REV 1 5/22/2020239910-C4 Pad Layout IFC REV 1 5/22/2020239910-C5 Pad Layout IFC REV 1 5/22/2020239910-C6 Pad Layout IFC REV 1 5/22/2020239910-C7 Pad Layout IFC REV 1 5/22/2020239910-C8 Pad Layout IFC REV 1 5/22/2020239910-C9 Plan View IFC REV 1 5/22/2020
239910-C10 Plan View IFC REV 1 5/22/2020239910-C11 Plan View IFC REV 1 5/22/2020239910-C12 Plan View IFC REV 1 5/22/2020239910-C13 Plan View IFC REV 1 5/22/2020239910-C14 Front Elevation Veiw IFC REV 1 5/22/2020239910-C15 Front Elevation Veiw IFC REV 1 5/22/2020239910-C16 Front Elevation Veiw IFC REV 1 5/22/2020239910-C17 Front Elevation Veiw IFC REV 1 5/22/2020239910-C18 Front Elevation Veiw IFC REV 1 5/22/2020239910-C19 Section Views - Gangway Working Positions IFC REV 1 5/22/2020239910-C20 Section Views - Gangway Strored, Walkway IFC REV 1 5/22/2020239910-C21 Section Views - Ladder, Operator Shed IFC REV 1 5/22/2020239910-C22 Operator Shed General Arrangement IFC REV 1 5/22/2020
Design Criteria OSHA 1910 Sub-Part DASCE 7-10
Design LoadsPlatform Misc Dead 5psf
Roof Misc Dead 5psfPipe & Cable Dead (2) 8" sch 80 CPVC product headers @ 28plf each
(1) 6" sch 80 CPVC vapor header @ 8plf(2) 2" sch 40 galv water lines @ 5plf each(1) 2" sch 40 galv air line @ 4plf each(1) 12" cable tray @ 30plf(1) 6" cable tray @ 15plf
Platform Live 100 psfStair Unit Live 1000 lbs (concentrated)Handrail Live 200 lbs (applied any direction)
50 plf (uniform)Ladder Live 300 lbs (concentrated)
Gangway Live 500 lbs
Live Roof Load 20psf
Ground Snow Load 0psf
Wind Speed 138psf (exp C), Risk Category II
Rhorz-x Rvert-y Rhorz-z Mx Mz Rhorz-x Rvert-y Rhorz-z Mx Mz
(kips) (kips) (kips) (ft kips) (ft kips) (kips) (kips) (kips) (ft kips) (ft kips)Dead -0.36 12.18 - - 1.20 -0.79 3.06 - - 2.64Live -0.44 5.60 0.14 - 1.48 -0.94 4.61 -0.14 - 3.11
Live Roof -0.53 8.54 - - 1.77 -0.53 -2.28 - - 1.77Wind - X -3.19 -1.24 - - 16.43 -3.27 -1.06 - - 16.62Wind - Z -0.36 44.87 -7.56 -20.91 1.18 -0.96 -37.30 -7.69 -21.00 3.20
Typical Platform Tower ReactionsColumn Line A Column Line B
X-axis is parallel with rail, Z-axis is perpendicular to rail and wind reactions are +/-
12'
-0"
12'
-0" 26'
-6 9
/16"
S
S
1:144To 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:
3 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C3P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
C L RAIL
OVERALL PLAN VIEW
23'-9" 48'-11" 48'-11" 48'-11"
341'-9"
48'-11" 48'-11" 48'-11" 24'-6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
OVERALL ELEVATION VIEW
13'-9" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 10'-9 1/2" 7'-4"
10'-9 1/2" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 14'-6"
1 3
/4"
9'-7
1/2
"
11
3/8"
2
'-10
1/4"
S
S
1:36To 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:
4 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C4P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
1 : 9
DETAIL B
(BY CONTRACTOR)
SCALE
13/16"x1" SLOT FOR3/4" ANCHOR BOLT
L-3" X 2" X 3/8"
1 1/2" 1 1/2"
3"
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
PL 1 1/4"
DETAIL ASCALE 1 : 9
1 3/4" HOLES FOR1 1/4" ANCHOR BOLTS(BY CONTRACTOR)
5 3
/4"
11
1/2"
1'-4
"
5 3/4"
11 1/2"
1'-4"
MA
TCH
LIN
E
C L RAIL
PAD LAYOUT
1
A
B
2 3 4
1
1
DETAIL A
DETAIL B
20'-0" 28'-11" 20'-0"
4'-9
"
13'-2 3/4"
9'-7
1/2
"
S
S
1:36To 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:
5 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C5P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
MA
TCH
LIN
E
C L RAIL
PAD LAYOUT
4
A
B
MA
TCH
LIN
E
5 6 7 8 9
DETAIL C
4'-9
"
28'-11" 20'-0" 10'-9 1/2" 7'-4" 10'-9 1/2"
8'-9 1/2" 1'-2 1/2"
4"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
L - 5" x 3" x 3/8"
DETAIL CSCALE 1 : 9
7/8" HOLE FOR3/4" ANCHOR BOLT
(BY OTHERS) 3"
1 3/4"
1"
1"
9'-7
1/2
"
S
S
ATTN: BRIAN KROKSH 402.800.8529HOUSTON TX 77015
7 SPOT LOADING RACK SYSTEM1:36
To 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:
6 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C6P.O.# E3800
SHEET:
1
ABAS #:
CUSTOMER INFORMATION:REAGENT CHEMICAL & REASEARCH, INC.2250 APPELT DRIVE
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RRDESCRIPTION: GENERAL ARRANGEMENT
Part Name
ABAS #
Finish
C L RAIL
PAD LAYOUT
A
B
MA
TCH
LIN
E
9
MA
TCH
LIN
E
10 11 12
4'-9
"
20'-0" 28'-11" 20'-0"
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
9'-7
1/2
"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C7P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
C L RAIL
PAD LAYOUT
A
B
MA
TCH
LIN
E
MA
TCH
LIN
E
12 13 14
4'-9
"
28'-11" 20'-0"
8'-9 1/2" 1'-2 1/2"
4"
9'-7
1/2
"
2'-1
0 1/
4"
11
3/8"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C8P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
C L RAIL
PAD LAYOUT
A
B
MA
TCH
LIN
E
14 15 16
1
1 4'-9
"
28'-11" 20'-0" 13'-11 3/4"
ISSUED FOR CONSTRUCTION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
10'
-0"
8'-11 1/2" GANGWAYTRACKING RANGE
5'-11 1/2"GANGWAY
TRACKING RANGE
22'-8" TYPICAL ALL SPOTS
20'-5
" TYP
ICA
LA
LL S
POTS
6'-0
"(T
YP)
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C9P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
1 32 4
MA
TCH
LIN
E
CLSHOWER
CLSHOWER
PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION
SPOT 1 SPOT 2
FACE OF PLATFORM
C L RAIL
ROOF OUTLINE
G4-FRT-24-5SSMODIFIEDFRP WALKSURFACETYPICAL ALL SPOTS(UNLESS NOTED OTHERWISE)
8'-0" x 8'-0"1 1/2" PIPE 2 RAILSAFETY CAGESTAINLESS STEEL(12558)TYPICAL ALL SPOTS
WALKWAY COVEROUTLINE
1
13'-9" 20'-0"
10'-0" 10'-0"
4'-0
"
8'-0"
8'-0
"
17'-2 13/16" CAGE TRACKING RANGE 14'-2 13/16" CAGE TRACKING RANGE
28'-11" 20'-0"
10'-0" 10'-0"
2'-6
1/4
"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
2 1/4"
8 7
/16"
5'-11 1/2"GANGWAY
TRACKING RANGE
10'
-0"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C10P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
LOADING ARMLOCATION
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
C L RAIL
FACE OF PLATFORM
PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION
CLSHOWER
4
SPOT 35 6 7 8 9
CLLADDER
MA
TCH
LIN
EOPERATORSHED
YELLOWGATE
MA
TCH
LIN
E
10'-0"
7'-4" 10'-9 1/2"
14'-2 13/16" CAGE TRACKING RANGE
10'-9 1/2"
10'-0"
20'-0"
19'-6 1/4" 9'-4 3/4"
28'-11"
4'-0
"
10'-5 1/2" 8'-0" 10'-5 1/2"
2'-11 1/2" GANGWAYTRACKING RANGE
5'-11 1/2"GANGWAYTRACKING
RANGE
10'
-0"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C11P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
G4-FRT-24-5SSMODIFIED-FRP WALK SURFACE-BASETREAD FOR UNSUPPORTED WINGS
FACE OF PLATFORM
MA
TCH
LIN
E
CLSHOWER
PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION
SPOT 4
CLSHOWER
MA
TCH
LIN
E
9 10 11 12
SPOT 5
C L RAIL
11'-2 13/16"CAGETRACKING RANGE
28'-11"
10'-0" 10'-0"
20'-0"
14'-2 13/16" CAGE TRACKING RANGE
4'-0
"
10'-0" 10'-0"
20'-0"
3'-7 1/4" 25'-3 3/4"
5'-11 1/2"GANGWAYTRACKING
RANGE
10'
-0"
S
S
1:36To 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:
12 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C12P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
12
CLSHOWER
MA
TCH
LIN
E
FACE OF PLATFORM
PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION
13 14 15SPOT 6
CLLADDER
YELLOWGATE
MA
TCH
LIN
E
C L RAIL
28'-11"
10'-0" 10'-0"
20'-0" 28'-11"
14'-2 13/16" CAGE TRACKING RANGE
4'-0
"
9'-4 3/4" 19'-6 1/4"
8'-11 1/2" GANGWAYTRACKING RANGE
10'
-0"
S
S
1:36To 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:
13 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C13P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
C L RAIL
FACE OF PLATFORM
CLSHOWER
SPOT 7
PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION
15
MA
TCH
LIN
E
16
1
10'-0"
17'-2 13/16" CAGE TRACKING RANGE
4'-0
"
14'-6"
2'-6
1/4
"C
LEA
R
10'-0"
20'-0"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
9"
9"
45°
2" G
ROUT
16'
-7"
19'
-10
3/8"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C14P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
MA
TCH
LIN
E
T.O.W.S. = ELEV. 37'-0"
TOP OF HANDRAIL
W14x22
SAFETYSHOWERTYPICAL
TYPICAL
T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"
C12x20.7TYPICAL
PIPE HANGERTYPICAL W8x31
TYPICAL
ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY
1 2 3 4
SPOT 1 SPOT 2
SHEET 19 & 20
SHEET 19 & 20SHEET 20
SHEET 20
C8x11
.5
W6x9TYP
T.O.S. = ELEV. 47'-9 7/8"
B.O.S.
B.O.S. = ELEV. 24'-3"
L.A.P.B.
L.A.P.B.
STAIR HANDRAILBY CUSTOMER
1
20'-0" 28'-11" 20'-0"
3'-6
"
9'-8
1/8
" CLE
AR
2'-6 1/2"(TYP)
5'-0"(TYP)
13'-9"
17
RISE
RS @
9" =
12'
-9"
23'
-6 7
/8"
B
B
A
A
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
12'
-0"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C15P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
MA
TCH
LIN
E
MA
TCH
LIN
E
SPOT 34
ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY
5 6 7 8 9
CLLADDER
YELLOWGATE
CLSHOWER
TOP OF HANDRAIL
TOP OF RAIL
SHEET 21
SHEET 21
SHEET 21
SHEET 21
T.O.W.S. = ELEV. 37'-0"
T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"B.O.S. =
ELEV. 23'-8"
28'-11" 20'-0" 10'-9 1/2" 7'-4" 10'-9 1/2"
10'-0"TYP
10'-0"TYP
14
RUN
GS
@ 1
1 7/
16" =
13'
-4"
19'-6 1/4" 9'-4 3/4"
3'-6
"
D
D
C
C
12'
-0"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C16P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
MA
TCH
LIN
E
MA
TCH
LIN
E
TOP OF HANDRAIL
9SPOT 4
ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY
SPOT 510 11 12
T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"
T.O.W.S. = ELEV. 37'-0"
CLSHOWER
COLUMN WEB AND FLANGEPRE-DRILLED FOR PIPE RACK
CONNECTION - STEEL BYCONTRACTOR - T.O.S. OF
ADDITIONAL STEEL IS ATELEV. 43'-2 1/4"
20'-0" 28'-11" 20'-0"
3'-6
"
3'-7 1/4" 25'-3 3/4"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
12'
-0"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C17P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
MA
TCH
LIN
E
MA
TCH
LIN
E
CLLADDER
YELLOWGATETOP OF HANDRAIL
SPOT 612
ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY
13 14 15
T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"
T.O.W.S. = ELEV. 37'-0"
B.O.S. = ELEV. 23'-8"
28'-11" 20'-0" 28'-11"
3'-6
"
14
RUN
GS
@ 1
1 7/
16" =
13'
-4"
9'-4 3/4" 19'-6 1/4"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
12'
-0"
9"
9"
S
S
1:36To 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 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C18P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
MA
TCH
LIN
E
TOP OF HANDRAIL
15
SPOT 7
ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY
16
C8x11.5
T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"
T.O.W.S. = ELEV. 37'-0"
B.O. STEEL = ELEV. 23'-6"
STAIR HANDRAILBY CUSTOMER
1
20'-0"
3'-6
"
14'-6"
18
RISE
RS @
9" =
13'
-6"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
3'-6
"
TYPICAL GANGWAY TRACK
T.O.H.
T.O.W.S.
STOPS ATBOTH ENDS
4" TOEBOARD
1 1/2" SQ. TUBEGATE
SPRING HINGE MAKEGATES SELF CLOSING
SWING GATE
2" SQ TUBE UPRIGHTS
ISSUED FOR CONSTRUCTION
11'-6
" to
13'-0
" HEI
GH
T RA
NG
E11
'-6" S
HOW
N
23'
-0"
2" G
ROUT
TYP
3'-0
"
8'-7
1/2
"
10'
-6" 12'
-0"
11'-6
" to
13'-0
" HEI
GH
T RA
NG
E13
'-0" S
HOW
N
22'
-9 7
/8"
16'
-7" 1
9'-1
0 3/
8"
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:
19 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C19P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
ADJUSTABLECHAIN STOPS
121 8" x 3 1/2" x 12 GA CEE PURLIN
W12x40
1/2" CABLE BRACING
FRP ROOF PANELS
B.O.S.
B.O.S.
T.O.S.
T.O.S. W6x15
W6X15
W6x15
W6x15
W8x
31
W8x
31
SECTION A-AGANGWAY SHOWN IN WORKING POSITION
CLRAIL
T.O. FOUNDATION =T.O. RAIL = ELEV. 25'-0"
5'-6" TO 7'-1" CRASH BOXWIDTH
5'-6" SHOWN
4'-9" 9'-7 1/2"
8'-5
" CLE
AR
4'-0"
1'-3"
20'-6"
14'-0"
T.O.S.
SECTION A-AGANGWAY SHOWN IN WORKING POSITION
CLRAIL
T.O. FOUNDATION =T.O. RAIL = ELEV. 25'-0"
L.A.P.B.
L.A.P.B.5'-6" TO 7'-1" CRASH BOX
WIDTH7'-1" SHOWN
4'-9" 9'-7 1/2"
5 11/16"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
12'
-0"
7'-0
"
8'-7
1/2
"
22'
-9 7
/8"
19'
-3 1
/8"
15'
-6"
22'
-0"
23'
-0"
18'
-7 7
/8"
19'
-10
3/8"
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:
20 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C20P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
6"x2 1/2"x14 GA. CEE PURLIN
T.O.S. = ELEV. 47'-9 7/8"
1 : 24
= ELEV. 32'-0"
T.O.S. = ELEV. 33'-7 1/2"
T.O.S. = ELEV. 32'-0"
TOP OF WALK SURFACE
C6x8.2
SECTION B-BSCALE
FRP ROOF PANELS
T.O. FOUNDATION =T.O. RAIL = ELEV. 25'-0"
2'-3"
7'-3
1/8
" CLE
AR
4'-0"
10 1/4" 10 1/4"
6'-0"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION SECTION A-AGANGWAY SHOWN IN WORKING POSITION
CLRAIL
PLA
TE "C
" CLE
ARA
NC
E EN
VEL
OPE
RAIL
ROA
D C
LEA
RAN
CE
ENV
ELO
PE
ATTENTION:SAFERACK EQUIPMENT PROTRUDES INTORAILCAR CLEARANCE ENVELOPE SHOWN.CHECK WITH LOCAL RAILROAD FORCLEARANCE REQUIREMENTS.
T.O. FOUNDATION =T.O. RAIL = ELEV. 25'-0"
4'-9"
5'-4" TYP
8'-6" TYP
18'
-0"
4'-0
"
9'-7 1/2"
3'-0
"
7'-0
"
8'-7
1/2
"
10'
-6" 12'
-0"
2" G
ROUT
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:
21 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C21P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
Part Name
ABAS #
Finish
TOP OF WALK SURFACE= ELEV. 32'-0"
L6"x4"x1/2"
L3"x3"x3/8"
T.O.S.
T.O.S.
T.O.S.
B.O.S.
B.O.S.
SECTION D-D
W6x15
L3"x3"x3/8"
W8x
31
W8x
31
T.O. RAIL = ELEV. 25'-0"T.O. FOUNDATION =
W8x18
9'-8
1/8
"CLE
AR
4'-9"
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION
TOP OF WALK SURFACE= ELEV. 32'-0"
T.O. RAIL = ELEV. 25'-0"
TOP OF HANDRAIL
SECTION C-C
B.O.S.
YELLOWGATE
T.O. FOUNDATION =
B.O.S. ELEV. = 23'-8"
3'-6
"
4'-0" 8 1/2"
9'-8
1/8
"
7'-3
1/8
"
14
RUN
GS
@ 1
1 7/
16" =
13'
-4"
S
S
1:36To 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:
22 OF 22
HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C22P.O.# E3800
SHEET:
1
ABAS #:
SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED
USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED
ANGULAR:SCALE:
1/10/2020
4/28/2020
DRAWN:
CHECK:
ENG:
APVL:
JAS
RS
RS
04/28/20
AG/RR
DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM
# DESCRIPTION DATE BY
1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS
- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS
ISSUED FOR CONSTRUCTION