DRAWING (6 pages).pdf
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- Attached to
- TEST WEIGHT Federal contract opportunity
- Solicitation number
- SPMYM2-22-Q1234
About this file
This solicitation requests quotes for the production of test weights. The solicitation number is SPMYM2-22-Q1234 and is seeking quotes to manufacture test weights according to the attached specification sheets, drawings, and contract data requirement lists. Quotes are due by 8:00 AM Pacific Time on April 5, 2022. The lead time and country of manufacture must be provided. Quotes must be submitted as FOB Destination to Bremerton, Washington. Vendors must be compliant with DFARS 252.204-7019 and 252.204-2020 and have an updated self-assessment score in the Supplier Performance Risk System to be considered for award. The soliciting agency is the Defense Logistics Agency Land and Maritime.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| CDRLs.pdf | ||
| SOLICITATION SPMYM2-22-Q-1234.pdf | ||
| SPECIFICATION SHEETS (6 pages).docx | DOCX document |
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Text version
0.75 R. (TYP)
14" ALIGNMENT GUIDES -
SEE DETAIL (TYP)
/4
/4
/4
/4
6' - 4"
/4
/2
/4
0.75 R. (TYP)
6" 7" 4' - 2" 7" 6"
S1.11
0.75 R. (TYP)
0.75 R. (TYP)
3/4" PLATE 'R'
3/4" PLATE 'R-1'
101°
2' - 1" 2' - 1"
R3.00
(TYP)
S1.1
3/8"
3/8" 3/8"
BEVEL GROUND
SMOOTH AT
ALL POCKETS
2' - 1" 3' - 3" 2' - 1"
9 1/4" 5' - 10 1/2" 9 1/4"
3"
3"
3"
3"
PLATE 'A'
PLATE 'A-1'
PLATE 'A-2'
PLATE 'A-3'
7' - 5"
3/8" CHAMFER
PLATE 'AA-1'
3/4" PLATE
'R-1'
8 1/4" 1' - 3" 1' - 3" 8 1/4"
6"
1/2" CHAMFER
3/8" CHAMFER
1/2" CHAMFER
3/8" CHAMFER AT
ALIGNMENT HOLE
S1.1
A
/8
"PLATE 'AA-1'
3/8"
3/8"
STRUCTURAL STEEL NOTES
1. PLATE GRADE STEEL IN ACCORDANCE WITH ASTM A36 SPECIFICATIONS (Fy
= 36 KSI).
2. ALL WELDED CONNECTIONS SHALL USE E70XX LOW HYDROGEN
ELECTRODES.
3. CHAMFER PLATES AS SHOWN IN PLANS.
4. 3.6 WELDING : ANY WELDING PERFORMED FOR THE FABRICATION OF TEST
WEIGHTTS SHALL BE DONE IN ACCORDANCE WITH AWS D14.1. WHEN PLATES
ARE WELDED TOGETHER WELDING MUST BE CONTINOUS TO HELP PREVENT
CORROSION BETWEEN PLATES. ALL WELDS WILL BE VISUALLY EXAMINATION
PER AWSD14.1.
5. DIMENSIONAL TOLERANCE OF ± 0.25".
UNLESS OTHERWISE SPECIFIED, FABRICATION DIMENSIONS SHALL BE:
+/- 1/2” UP TO 24” OVERALL HEIGHT PER WEIGHT STACK
+/- 1/2” UP TO 89” OVERALL WIDTH
+/- 2 DEG FOR ANGULAR DIMENSIONS
+/- 1/16” CL OF ALIGNMENT GUIDES:
+/- 1/16” CL OF ALIGNMENT POCKETS:
+0”/-1/8” DIM OF ALIGNMENT GUIDE:
+3/16”/-1/16” DIM OF ALIGNMENT POCKET:
6. ALL HOLLOW STRUCTURAL SECTIONS SHALL BE IN ACCORDANCE
WITH ASTM A500 GRADE B (Fy = 46 KSI).
7. PEFORM SKIP WELDING AND ALLOW COOLING TO PREVENT WARPING
OF PLATES. THE END RESULT SHALL BE A CONTINOUS WELD BEAD.
6' - 4"
3' - 2" 3' - 2"
R3.00 (TYP)
3"
3"
3"
3"
PLATE 'A'
PLATE 'A-1'
PLATE 'A-2'
PLATE 'A-3'
PLATE 'AA-1'
/2
1' - 2"
/8
1/8" P SHIM x 13 5/8" ROUNDL
3/16"
1/8"
3/16"
/8
3/4" PLATE 'R'
3/8"
TYP. EACH END
3/8"
3/8"
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.1
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L A
T E
K
W E
IG
H
T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 20,000 LBS. TEST WEIGHT
1 1/2" = 1'-0"S1.1
1 ELEVATION - 20,000 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 20,000 LBS. (Qty. 25)
Mark Area Volume Weight
PLATE 'A-2' 36.42 ft² 9.10 ft³ 4461.04 lbf
PLATE 'A' 45.03 ft² 11.26 ft³ 5515.71 lbf
PLATE 'A-3' 34.27 ft² 8.57 ft³ 4197.64 lbf
PLATE 'AA-1' 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'AA-2' 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'A-1' 45.03 ft² 11.26 ft³ 5515.70 lbf
EST. TOTAL WEIGHT = 19,887.63 LBS
STANDARD VERTICAL PLATE WEIGHT 20,000 LBS. (Qty. 25)
Mark Material:
Unit weight Area Volume weight
PLATE 'R' 490 lb/ft³ 3.17 ft² 0.20 ft³ 96.98 lbf
PLATE 'R-1' 490 lb/ft³ 3.17 ft² 0.20 ft³ 96.98 lbf
EST. TOTAL WEIGHT = 193.96 LBS
EST. TOTAL WEIGHT (Oty. 25) = 20,081.59 LBS
1 1/2" = 1'-0"S1.1
2 SIDE ELEVATION - 20,000 LBS. TEST WEIGHT
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +600 LBS / - 0 LBS
3" = 1'-0"S1.1
A ENLARGED ELEVATION
NOTE:
BOTTOM OF ALIGNMENT
POCKETS WILL BE CHAMFER
NOTE:
APPLIES TO ALL CORNERS ON THIS WEIGHT
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
REVISIONS
# DATE COMMENTS
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SEE DETAIL (TYP)
6' - 4"
/4
/2
/4
S1.21
0.75 R. (TYP)
0.75 R. (TYP)0.75 R. (TYP)
0.75 R. (TYP)
/4
/4
/4
/4
3/4" PLATE 'S'
3/4" PLATE 'S-1'
6" 7" 4' - 2" 7" 6"
2' - 1" 2' - 1"
101°
R3.00
(TYP)
S1.2
3/8"
3/8"
3/16"
3/8"
BEVEL GROUND
SMOOTH AT
ALL POCKETS
7' - 5"
2' - 1" 3' - 3" 2' - 1"
/4
/4
9 1/4" 5' - 10 1/2" 9 1/4"
3"
2 1/4"
2 1/2"
PLATE 'A'
PLATE 'C'
PLATE 'B'
PLATE 'BB-2' PLATE 'BB-1'
2 1/4" 2 1/4"
3/4" PLATE
'S-1' 8 1/4" 1' - 3" 1' - 3" 8 1/4"
S1.2
A
3/8" CHAMFER
3/8"
6' - 4"
3' - 2" 3' - 2"
PLATE 'BB-1'
2 1/4"
3"
2 1/4"
2 1/2"
PLATE 'A'
PLATE 'C'
PLATE 'B'
R1.50 (TYP)
/4
/4
1' - 2"
1/8"
3/16"
/4
"3/4" PLATE 'S'
3/8"
TYP. EACH END
3/8"
3/8"
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.2
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L
A T
E
.5
K W
E
IG
H T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 12,500 LBS. TEST WEIGHT
1 1/2" = 1'-0"S1.2
1 ELEVATION - 12,500 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 12,500 LBS. (Qty. 7)
Mark Material:
Unit weight Area Volume Weight
PLATE 'C' 490 lb/ft³ 36.42 ft² 6.83 ft³ 3345.78 lbf
PLATE 'A' 490 lb/ft³ 45.03 ft² 11.26 ft³ 5515.65 lbf
PLATE 'B' 490 lb/ft³ 34.27 ft² 7.14 ft³ 3498.00 lbf
PLATE 'BB-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'BB-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
EST. TOTAL WEIGHT = 12,556.97 LBS
STANDARD VERTICAL PLATE WEIGHT 12,500 LBS. (Qty. 7)
Mark Material:
Unit weight Area Volume weight
PLATE 'S' 490 lb/ft³ 2.51 ft² 0.16 ft³ 76.78 lbf
PLATE 'S-1' 490 lb/ft³ 2.51 ft² 0.16 ft³ 76.78 lbf
EST. TOTAL WEIGHT (Oty. 7) = 12,710.53 LBS
EST. TOTAL WEIGHT = 153.56 LBS
1 1/2" = 1'-0"S1.2
2 SIDE ELEVATION - 12,500 LBS. TEST WEIGHT
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
NOTE:
BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER
NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +375 LBS / - 0 LBS
3" = 1'-0"S1.2
A ENLARGED ELEVATION
NOTE:
APPLIES TO ALL CORNERS ON THIS WEIGHT
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
REVISIONS
# DATE COMMENTS
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SEE DETAIL (TYP)
/4
/4
6' - 4"
/4
/2
/4
S1.31
0.75 R. (TYP)
0.75 R. (TYP)0.75 R. (TYP)
0.75 R. (TYP)
6" 7" 4' - 2" 7" 6"
2' - 1" 2' - 1"
101°
3/4" PLATE 'T'
3/4" PLATE 'T-1'
R3.00
(TYP)
S1.3
3/8"
3/8"
BEVEL GROUND
SMOOTH AT
ALL POCKETS
3/8"
1 3/4"
1 1/2"
2 1/2"
PLATE 'D'
PLATE 'E'
PLATE 'B'
PLATE 'CC-2' PLATE 'CC-1'
2 1/4" 2 1/4"
7' - 5"
2' - 1" 3' - 3" 2' - 1"
/4
/4
2' - 1" 3' - 3" 2' - 1"
3/4" PLATE
'T-1' 1' - 3"8 1/4" 1' - 3" 8 1/4"
S1.3
A
3/8"
3/8" CHAMFER
3/8"
6' - 4"
1 3/4"
1 1/2"
2 1/2"
PLATE 'D'
PLATE 'E'
PLATE 'B'
PLATE 'CC-1'
2 1/4"
3' - 2" 3' - 2"
/4
R.875 (TYP)
/4
1' - 2"
1/8"
3/16"
/4
3/4" PLATE 'T'
3/8"
TYP. EACH END
3/8"
3/8"
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.3
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L A
T E
K W
E
IG
H T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 9,000 LBS. TEST WEIGHT
1 1/2" = 1'-0"S1.3
1 ELEVATION - 9,000 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 'C' 9,000 LBS. (Qty. 4)
Mark Material:
Unit weight Area Volume Weight
PLATE 'E' 490 lb/ft³ 34.26 ft² 4.28 ft³ 2098.36 lbf
PLATE 'D' 490 lb/ft³ 45.01 ft² 6.56 ft³ 3216.28 lbf
PLATE 'B' 490 lb/ft³ 34.27 ft² 7.14 ft³ 3497.89 lbf
PLATE 'CC-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'CC-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
EST. TOTAL WEIGHT = 9,010.07 LBS
STANDARD VERTICAL PLATE WEIGHT 9,000 LBS. (Qty. 4)
Mark Material:
Unit weight Area Volume weight
PLATE 'T-1' 490 lb/ft³ 2.11 ft² 0.13 ft³ 64.63 lbf
PLATE 'T' 490 lb/ft³ 2.11 ft² 0.13 ft³ 64.63 lbf
EST. TOTAL WEIGHT = 129.26 LBS
EST. TOTAL WEIGHT (Oty. 4) = 9,139.33 LBS
1 1/2" = 1'-0"S1.3
2 SIDE ELEVATION - 9,000 LBS. TEST WEIGHT
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
NOTE:
BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER
NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +270 LBS / - 0 LBS
3" = 1'-0"S1.3
A ENLARGED ELEVATION
NOTE:
APPLIES TO ALL CORNERS ON THIS WEIGHT
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
REVISIONS
# DATE COMMENTS
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14" ALIGNMENT
GUIDES - SEE
DETAIL (TYP)
6' - 4"
S1.41
/4
/4
/4
/4
1" PLATE 'L-4'
1" PLATE 'L-1'
1" PLATE 'L-5'
1" PLATE 'L-3'
0.75 R. (TYP)
0.75 R. (TYP)0.75 R. (TYP)
0.75 R. (TYP)
6" 7" 4' - 2" 7" 6"
2' - 1" 2' - 1"
101°
R3.00
(TYP)
S1.4
1" PLATE 'L'1" PLATE 'L-2'
1' - 0" 1' - 0"
/4
3/16"
4' - 4"
3/8"
3/8"
BEVEL GROUND
SMOOTH AT
ALL POCKETS
1/4" 1/4"
1/4"1/4"
3/8"
2"
2"
2"
PLATE 'D'
PLATE 'D-1'
PLATE 'D-2'
PLATE 'DD-2' PLATE 'DD-1'
2 1/4" 2 1/4"
7' - 5"
2' - 1" 3' - 3" 2' - 1"
6' - 7 3/4" 9 1/4" 1' - 3" 1' - 3" 8 1/4"
PLATE 'L'
PLATE
'L-1'
PLATE 'L-4'
S1.4
APLATE
'L-3'
3/8"
3/8" CHAMFER
3/8"
6' - 4"
3' - 2" 3' - 2"
2"PLATE 'D'
PLATE 'DD-1'
2 1/4"
R.875 (TYP)
PLATE 'D-1'
PLATE 'D-2'
2"
2"
2' - 2"2' - 0"2' - 2" 4 1/2"
1' - 3"
4 1/2"
PLATE 'L-2'
PLATE 'L-3'
PLATE 'L'
1/4"1/4"
3/8"
3/8"
/4
1' - 2"
1/8"
3/16"
/4
1" PLATE 'L-3'
3/8"
TYP. EACH END
3/8"
3/8"
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.4
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L A
T E
K W
E
IG
H T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 5,000 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 5,000 LBS. (Qty. 6)
Mark Material:
Unit weight Area Volume Weight
PLATE 'D' 490 lb/ft³ 39.03 ft² 6.50 ft³ 3187.23 lbf
PLATE ' D-2'' 490 lb/ft³ 8.96 ft² 1.49 ft³ 731.92 lbf
PLATE 'DD-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'DD-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
1 1/2" = 1'-0"S1.4
1 ELEVATION - 5,000 LBS. TEST WEIGHT
EST. TOTAL WEIGHT (Oty. 6) = 5,094.77 LBS
TOTAL WEIGHT = 4,848.61 LBS
STANDARD VERTICAL PLATE WEIGHT 5,000 LBS. (Qty. 6)
Mark Material:
Unit weight Area Volume weight
PLATE 'L-2' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf
PLATE 'L-3' 490 lb/ft³ 2.06 ft² 0.17 ft³ 83.94 lbf
PLATE 'L' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf
PLATE 'L-4' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf
PLATE 'L-5' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf
PLATE 'L-1' 490 lb/ft³ 2.06 ft² 0.17 ft³ 83.94 lbf
TOTAL WEIGHT = 246.16 LBS
1 1/2" = 1'-0"S1.4
2 SIDE ELEVATION - 5,000 LBS. TEST WEIGHT
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
3" = 1'-0"S1.4
A ENLARGED ELEVATION
NOTE:
BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER
NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +150 LBS / - 0 LBS
NOTE:
APPLIES TO ALL CORNERS ON THIS WEIGHT
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
REVISIONS
# DATE COMMENTS
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DETAIL (TYP)
6' - 4"
/4
/4
/4
/4
S1.51
16" PIPE
COLUMN 'E-1'
16" PIPE
COLUMN 'E-2'
1/4"
PLATE 'M'
1" PLATE 'M-1'
1/4" PLATE
'M-2'
1" PLATE 'M-3'
0.75 R. (TYP)
0.75 R. (TYP)0.75 R. (TYP)
0.75 R. (TYP)
2' - 1" 2' - 1"
101°
R3.00
(TYP)
S1.5
1' - 0"
1/4" PLATE
'M-4'
1/4" PLATE
'M-5'
6" 7" 4' - 2" 7" 6"
1' - 0"
B-2
S1.5TYP.
B-1
1' - 3 1/2"
2 1/2"
1' - 4"
2 1/2"
1' - 3 1/2"
H S
S
X X
/4
H S
S
X X
/4
1/4"
PLATE
'M-8'
1/4"
PLATE
'M-9'
1/4" PLATE
'M-7'
1/4" PLATE
'M-6'
1/4"1/4"
1/4"1/4"
BEVEL GROUND
SMOOTH AT
ALL POCKETS
3/8"
1/4"
1/4"
7' - 5"
1 1/4" 1 1/2"
PLATE 'G'
PLATE 'EE-2' PLATE 'EE-1'
2 1/4" 2 1/4"
2' - 1" 3' - 3" 2' - 1"
/4
PLATE 'E -1'
/4
7' - 5"
PLATE 'M'
PLATE
'M-1'
PLATE 'M-5'B-1
S1.5
A
° 4
6" 4' - 8 1/2" 6"
PLATE 'M-8'PLATE
'M-7'
1' - 4"1' - 4"
PLATE 'M-3'
6' - 4"
R 5/8 (TYP)
1 1/4"PLATE 'G'
PLATE 'EE-1'
2 1/4"
1 1/2"PLATE 'E-1'
/2
/2
/4
PLATE 'M-5'
PLATE 'M-4'
/4
PLATE 'M-3'
1/4"
3' - 2"3' - 2"
1/4"
'B-2' 'B-2'
1/4" PLATE
'M-8'
1/4" PLATE 'M-9'
3/8" 3/8"
1/4"
1/4"
4X4 TUBE AT EACH3/16"
3/16"PIPE TO PLATE TYP.
3/8"
3/8"
2" @ 12" O/C (FLUSH)2" @ 12" O/C (FLUSH)
HSS4X4X1/4
3/8"
NOTE:
SEAL ALL UNWELDED EDGES
WITH CAULK TO PREVENT
WATER INTRUSION
/4
1' - 2"
1/8"
3/16"
/4
PLATE 'M-3'
3/8"
TYP. EACH END
3/8"
3/8"
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.5
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L A
T E
K W
E
IG
H T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 3,000 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 3,000 LBS. (Qty. 8)
Mark Material:
Unit weight Area Volume Weight
PLATE 'G' 490 lb/ft³ 37.03 ft² 3.86 ft³ 1889.99 lbf
PLATE 'EE-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
PLATE 'EE-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf
16" PIPE 'E-1' 490 lb/ft³ 0.13 ft² 0.03 ft³ 13.05 lbf
16" PIPE 'E-2' 490 lb/ft³ 0.13 ft² 0.03 ft³ 13.05 lbf
PLATE 'E-1' 490 lb/ft³ 9.99 ft² 1.25 ft³ 611.84 lbf
1 1/2" = 1'-0"S1.5
1 ELEVATION - 3,000 LBS. TEST WEIGHT
EST. TOTAL WEIGHT (Oty. 8) = 3,052.03 LBS
TOTAL WEIGHT = 2,736.45 LBS
STANDARD VERTICAL PLATE WEIGHT 3,000 LBS. (Qty. 8)
Mark Material:
Unit weight Area Volume weight
PLATE 'M-2' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf
PLATE 'M' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf
PLATE 'M-5' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf
PLATE 'M-4' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf
PLATE 'M-3' 490 lb/ft³ 2.11 ft² 0.18 ft³ 86.20 lbf
PLATE 'M-1' 490 lb/ft³ 2.11 ft² 0.18 ft³ 86.20 lbf
PLATE 'M-6' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf
PLATE 'M-7' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf
PLATE 'M-8' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf
PLATE 'M-9' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf
TOTAL WEIGHT = 179.20 LBS
1 1/2" = 1'-0"S1.5
2 SIDE ELEVATION - 3,000 LBS. TEST WEIGHT
SLED BEAM WEIGHTS
Mark Material:
Unit weight Length Volume WEIGHT
B-1 490 lb/ft³ 5' - 8 255/256" 0.14 ft³ 68.19 lbf
B-2 490 lb/ft³ 5' - 8 255/256" 0.14 ft³ 68.19 lbf
1. ALL HOLLOW STRUCTURAL SECTIONS SHALL BE IN
ACCORDANCE WITH ASTM A500 GRADE B (Fy = 46 KSI).
STRUCTURAL NOTES (3,000 LBS.)
TOTAL WEIGHT = 136.38 LBS
3" = 1'-0"S1.5
3 SECTION
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
NOTE:
BOTTOM OF ALIGNMENT PIPES WILL BE CHAMFER
NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +90 LBS / - 0 LBS
NOTE:
APPLIES TO ALL CORNERS ON THIS WEIGHT
3" = 1'-0"S1.5
A ENLARGED ELEVATION
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
THE PIPE SHALL BE SCHEDULE 30/ STANDARD 3/8"
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
NOTE:
SILICON SEALANT TO BE APPLIED BETWEEN STITCH
WELDS AT TUBE STEEL AND PLATE CONTACT AREA
REVISIONS
# DATE COMMENTS
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DETAIL (TYP)
S1.61
16" (1/2) PIPE
COLUMN 'F-2'
S1.6
1/2" PLATE 'P-1'
1/2" PLATE 'P-3'
1/2" PLATE 'P-4'
/2
/2
6" 3' - 9" 6"
1' - 10 1/2" 1' - 10 1/2"
1/2" PLATE 'P-5'
1/2" PLATE 'P-2'
1/2" PLATE 'P-6'
14" ALIGNMENT
GUIDES - SEE
DETAIL (TYP)
16" (1/2) PIPE
COLUMN 'F-1'
4' - 9"
101° 10 1°
BEVEL GROUND
SMOOTH AT
ALL POCKETS
3/8"
1 1/2"PLATE 'N'
PLATE
'FF-2'
PLATE
'P-2'
2 1/4" 2 1/4"
PLATE
'FF-1'
/4
/2
/4
1' - 11" 8"
16" (1/2) PIPE
COLUMN 'F-2'
8"
16" (1/2) PIPE
COLUMN 'F-1'
3/8"
3/8"
1 1/2"PLATE 'N'
2 1/4"
PLATE 'P-2'
PLATE 'FF-1'
PLATE 'P-5'
6" 3' - 9" 6"
PLATE 'P-1'
/4
/4
/2
1' - 10 1/2" 1' - 10 1/2"
16" (1/2) PIPE
COLUMN 'F-1'
PLATE 'P-4'
1/8"
3/16" CHAMER (TYP)
1/8"
/4
1' - 2"
1/8"
3/16"
/4
SHEET NO.
S in c la ir P ra tt
C a m e ro n
P .C
WEBSITE: WWW.SPC-ENG.COM
757.417.0565 * 757.417.0568 (fax)
VIRGINIA BEACH, VA 23451-6188
1630 DONNA DRIVE - SUITE 103
SINCLAIR PRATT CAMERON, P.C.
DRAWN BY
JOB NUMBER
DATE
CHECKED BY
DESIGNED BY
P R
O J E
C T
T
IT
L E
S H
E E
T T
IT
L
E
WCS
RN
WCS
/1
/2
:0 :1
P
M
S1.6
17-0864
12-28-18
P U
G E
T S
O U
N D
N A
V A
L S
H I P
Y A
R D
T E
S T
P L A
T E
K W
E
IG
H T
B R
E M
E R
T O
N W
A S
H
IN
G T
O N
T E
S T
P L A
T E
D E
T A
IL
S
F O
R
1 1/2" = 1'-0"
TOP VIEW - 1,000 LBS. TEST WEIGHT
STANDARD HORIZONTAL WEIGHT 1,000 LBS. (Qty. 4)
Mark Material:
Unit weight Area Volume Weight
PLATE 'N' 490 lb/ft³ 13.64 ft² 1.71 ft³ 835.48 lbf
PLATE 'FF-1' 490 lb/ft³ 0.54 ft² 0.10 ft³ 49.39 lbf
PLATE 'FF-2' 490 lb/ft³ 0.54 ft² 0.10 ft³ 49.39 lbf
16" PIPE 'F-1' 490 lb/ft³ 0.08 ft² 0.02 ft³ 11.22 lbf
16" PIPE 'F-2' 490 lb/ft³ 0.08 ft² 0.02 ft³ 11.22 lbf
1 1/2" = 1'-0"S1.6
1 ELEVATION - 1,000 LBS. TEST WEIGHT
EST. TOTAL WEIGHT (Oty. 4) = 1,018.44 LBS
TOTAL WEIGHT = 956.70 LBS
STANDARD VERTICAL PLATE WEIGHT 1,000 LBS. (Qty. 4)
Mark Material:
Unit weight Area Volume weight
PLATE 'P-3' 490 lb/ft³ 0.88 ft² 0.04 ft³ 17.97 lbf
PLATE 'P-2' 490 lb/ft³ 0.88 ft² 0.04 ft³ 17.97 lbf
PLATE 'P-4' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf
PLATE 'P-5' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf
PLATE "P-1' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf
PLATE 'P-6' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf
TOTAL WEIGHT = 61.74 LBS
1 1/2" = 1'-0"S1.6
2 SIDE ELEVATION - 1,000 LBS. TEST WEIGHT
3" = 1'-0"
ALIGNMENT GUIDE DETAIL
NOTE:
BOTTOM OF ALIGNMENT PIPES WILL BE CHAMFER NOTE:
TOLERANCE FOR THE WEIGHTS SHALL BE +30 LBS / - 0 LBS
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
Lic. No. 13706
W. CARTER SINCLAIR JR.
A I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
P R
O F
ESS I ONAL EN
G
IN
E
E R
28 SEPTEMBER 2018
NOTE:
THE PIPE SHALL BE SCHEDULE 30/ STANDARD 3/8"
NOTE:
TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±
1/4" WIDTH AND ±1/2" HEIGHT
REVISIONS
# DATE COMMENTS
S?Ci STiiii!UCTUiiii!/\L ffi
• I \
- I Ii
V t
' 7
I\ /I
-------- n
11 11 11 11
(1 \l
I~ 11 11 'I I 11 11
--- 11 11
__ -Jf __
/I \\
/I I\ L ~
| Sheets |
| S1.1 - TEST PLATE - 20K WEIGHT |
| S1.2 - TEST PLATE - 12.5K WEIGHT |
| S1.3 - TEST PLATE - 9K WEIGHT |
| S1.4 - TEST PLATE - 5K WEIGHT |
| S1.5 - TEST PLATE - 3K WEIGHT |
| S1.6 - TEST PLATE - 1K WEIGHT |
File details come from the government source that posted it. Updated .