Contract Drawings ALL 20SEP22.pdf
PDF 24 MB Posted
- Attached to
- 1100 HP Tow Boat Federal contract opportunity
- Solicitation number
- W912BU22B0019
About this file
This document describes a federal contract opportunity to procure a triple screw towboat for the Marine Design Center of the U.S. Army Corps of Engineers. The solicitation seeks a steel hull towboat measuring approximately 65 feet in length and 26 feet in beam, with a draft of 5 feet 2 inches and depth of 8 feet 6 inches. The towboat must have a minimum air draft of 35 feet 1 inch and be powered by two main propulsion engines generating 550 horsepower each using a conventional propulsion system. The electrical system will be powered by two generator sets. Bidders must submit bids with a bid bond to the USACE Philadelphia office by October 13, 2022 at 2:00 pm, and payment and performance bonds will be required from the successful bidder. The opportunity is identified as Solicitation Number W912BU22B0019.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Unauditited Abstract 22B0019.pdf | ||
| W912BU22B0019 P00005.pdf | ||
| W912BU22B0019 P00004.pdf | ||
| W912BU22B0019 P00003.pdf | ||
| W912BU22B0019 P00002.pdf | ||
| W912BU22B0019 P00001.pdf | ||
| W912BU22B0019.pdf | ||
| Contract Drawings.pdf |
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SC
A
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S SH
O W
N
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C
E SW
T TU
LSA
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W
BO
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T 65' x 26' x 8.5'
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19107
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VC
G
R ef:
B aseline
0.00
TC
G R ef:
C enterline Plane 0.00
Port =N egative / Starboard = Positive
M argin %
VAR
IES
W eight
LC
G
TC
G
VC
G
(LT)
(FT)
(FT)
(FT)
Structure 76.71
29.57 (0.01)
10.07
O utfit 25.46
25.90 0.33
13.25
M achinery 26.43
42.47 0.29
5.70
Electrical
1.88 27.02
(0.14) 16.96
130.47 31.43
0.12 9.90
169.28 28.85
0.17 8.99
Lightship
Full Loaded C ondition
98% Service Fluid Tanks & 10%
W aste Fluid Tanks
W eight Estim ate Sum m ary
- 65'-0" x 26'-0" x 8'-6"
C
ESW
T TU
LSA TO
W B
O
AT
Item G roup escription
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
ITEM
W
BS
D
ESC
R
IPTIO
N
W
EIG
H
T (LB)
W
EIG
H
T (LT)
LC
G
M O
M
(LC
G
TC
G
M O
M
(TC
G
VC
G
M O
M
(VC
G
Shell Plating 60,242.24
26.89 31.79
1,914,816 0.00
4.80
289,199
Transverse Structure
32,713.72 14.60
30.78 1,006,955
0.03
4.76 155,631
Longitudinal Structure 18,896.54
8.44 29.63
559,873 0.00
4.36
82,398
D eckhouse Structure 47,339.02
21.13 25.09
1,187,721 0.19
8,986 21.41
1,013,763
Stacks
4,157.47 1.86
37.25 154,866
0.00
20.50 85,228
M ast
1,842.21 0.82
18.50 34,081
0.00
40.50 74,609
Tanks 3,823.69
1.71 37.15
142,047 0.62
2,373 4.03
15,426
Seachest
1,305.82 0.58
37.25 48,642
-11.00 (14,364)
5.11 6,668
Transducer 1,069.06
0.48 14.16
15,140 0.16
4.28
4,577
Foundation
430.50 0.19
39.00 16,790
0.00
5.75 2,475
SU
B-TO
TAL
171,820.27
76.71 29.57
5,080,930 -0.01
-2,005 10.07
1,729,976
"C E
SW
T
T U
L
SA
T O
W B
O A
T
300 ST
R
U C
T U
R
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
TE:
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
EV
ITEM
W
BS
D
ESC
R
IPTIO
N
W
EIG
H
T (LB)
W
EIG
H
T (LT)
LC
G
M O
M
(LC
G
TC
G
M O
M
(TC
G
VC
G
M O
M
(VC
G
C athodic Protection
361.62 0.16
1.00
0.00
1.84
C oating System
1,057.38 0.47
30.78 32,546
0.00
7.73 8,173
Fendering 7,411.84
3.31 5.64
41,811 0.00
11.59
85,892
D oors, W indow s, H atches, M anholes 7,446.04
3.32 25.04
186,429 -0.08
(629) 17.90
133,301
D eck Fittings and R aised Platform
9,776.72 4.36
30.73 300,455
0.00
8.85 86,564
W alking, R ailing & G rating
6,730.98 3.00
21.82 146,844
0.29 1,959
20.25 136,298
Vertical & Inclined Ladder 4,873.41
2.18 31.07
151,420 0.25
1,236 13.09
63,809
D eck C overing
1,973.57 0.88
23.51 46,407
-0.17 (343)
15.68 30,938
Insulation, Sheathing & Joinery 6,968.26
3.11 28.52
198,729 -0.51
(3,567) 8.68
60,482
Furnishings & Appliances Etc.
5,744.66 2.56
23.21 133,331
-0.99 (5,705)
16.31 93,684
Lifesaving and Safety 1,453.01
0.65 34.67
50,372 1.12
1,621 14.88
21,621
Boat D avit & Foundation 2,561.61
1.14 63.00
161,382 9.50
24,335 10.00
25,616
H ull M arkings & N am e Plates
665.55 0.30
40.15 26,721
0.00
12.75 8,485
SU
B-TO
TAL
57,024.65
25.46 25.90
1,476,807 0.33
18,917 13.25
755,530
"C E
SW
T
T U
L
SA
T O
W B
O A
T
400 O U
T
FIT
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
ITEM
W
BS
D
ESC
R
IPTIO
N
W
EIG
H
T (LB)
W
EIG
H
T (LT)
LC
G
M O
M
(LC
G
TC
G
M O
M
(TC
G
VC
G
M O
M
(VC
G
Propulsion Engine 9,584.40
4.28 34.35
329,196 0.00
3.00
28,753
Shaft & Propeller
11,549.30 5.16
49.11 567,143
0.00
2.32 26,812
R udder
13,004.93 5.81
58.38 759,168
0.00
6.51 84,632
Electric Pow er Plant
7,800.24 3.48
38.91 303,528
0.61 4,725
10.99 85,723
Fuel O il System
984.19 0.44
32.68 32,159
0.00
4.50 4,429
Lube O il System
313.53 0.14
42.17 13,222
6.67 2,091
4.50 1,411
W aste O il System 259.98
0.12 42.17
10,963 -6.67
(1,734) 4.50
1,170
C ooling System 1,859.79
0.83 33.00
61,373 0.00
3.50
6,509
Exhaust Sytem
2,467.97 1.10
37.00 91,315
0.00
14.68 36,229
Bilge & Ballast System 2,383.70
1.06 27.68
65,973 -2.89
(6,898) 1.80
4,294
O ily Bilge System 215.17
0.10 20.91
4,499 4.00
2.15
Potable W ater System 527.63
0.24 42.16
22,244 3.31
1,745 5.50
2,902
Sew age System 2,352.32
1.05 28.97
68,145 1.96
4,615 3.50
8,233
D rainage System 420.77
0.19 32.50
13,675 0.00
15.00
6,311
Vents, Sounds, O verflow & Fills
519.49 0.23
32.50 16,883
0.00
4.50 2,338
Fire M ain System
1,552.53 0.69
32.41 50,318
-3.55 (5,513)
4.00 6,210
H
VAC
1,393.35 0.62
26.01 36,246
0.23
15.62 21,760
C om pressed Air System 2,007.46
0.90 33.76
67,763 8.53
17,129 4.65
9,340
SU
B-TO
TAL
59,196.74
26.43 42.47
2,513,811 0.29
17,341 5.70
337,518
"C E
SW
T
T U
L
SA
T O
W B
O A
T
600 M A
C H
IN
E
Y
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
ITEM
W
BS
D
ESC
R
IPTIO
N
W
EIG
H
T (LB)
W
EIG
H
T (LT)
LC
G
M O
M
(LC
G
TC
G
M O
M
(TC
G
VC
G
M O
M
(VC
G
C abling
2,205.00 0.98
32.50 71,662.50
0.00 0.00
8.50 18,742.50
Lighting and R eceptacle
705.73 0.32
28.58 20,169.35
0.00 0.00
18.73 13,216.54
Shore Pow er
96.60 0.04
49.00 4,733.40
-6.25 -603.75
11.00 1,062.60
C om m unication Equipm ents 351.04
0.16 14.00
4,914.56 0.00
0.00 31.00
10,882.23
N avigation Equipm ents
286.91 0.13
15.00 4,303.69
0.00 0.00
35.00 10,041.94
M onitoring, C ontrols & Alarm s
560.44 0.25
14.00 7,846.13
0.00 0.00
31.00 17,373.56
SU
B-TO
TAL
4,205.72
1.88 27.02
113,629.61 -0.14
-603.75 16.96
71,319.37
"C E
SW
T
T U
L
SA
T O
W B
O A
T
700 E L
E C
T R
IC
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
(Q uantity from R hino 3D
D eck Plate
1/4" PL
10.21
1531.85 15,639.56
32.19 503,500
0.00
8.61 134,657
Bottom Plate (Aft of Fr 10)
1/2" PL
20.42
275.66 5,628.84
59.52 335,000
0.00
4.55 25,594
Bottom Plate (Fw d of Fr 10) W /C hine
5/16" PL
12.76 1479.71
18,884.07 26.89
507,849 0.00
1.34
25,305 Side Plate
1/4" PL
10.21
640.93 6,543.64
31.02 202,984
0.00
5.65 36,972
G rid C ool R ecess Plate
5/16" PL
12.76
208.32 2,658.58
33.00 87,733
0.00
3.36 8,933
H eadlog
3/4" PL
30.63
58.27 1,784.83
0.00
0.00
7.69 13,725
H eadlog C orner
3/4" PL
30.63 13.14
402.52 0.50
0.00
7.59
3,056 Sternlog
5/16" PL
12.76
83.35 1,063.71
65.00 69,141
0.00
6.51 6,925
Sternlog C orner
5/16" PL
12.76
22.56 287.91
64.41 18,544
0.00
6.50 1,871
FO
#1 Tanks Bottom
1/4" PL
10.21
151.30 1,544.71
9.00 13,902
0.00
4.50 6,951
FO
#2 Tanks Bottom
1/4" PL
10.21
111.53 1,138.68
19.00 21,635
0.00
2.73 3,109
W ater Tanks Bottom
1/4" PL
10.21
38.90 397.15
47.00 18,666
0.00
4.06 1,612
TO
TAL
55,974.21 1,779,156
268,710
55,974.21 1,779,156
268,710
W elding & M illage 2.50%
1,399.36 44,479
6,718
M argin
5.00% 2,868.68
91,182
13,771
TO
TAL
60,242.24
1,914,816
289,199
LT
26.89
LC
G 31.79
TC
G
0.00
VC
G 4.80
"C E
SW
T
T U
L
SA
T O
W B
O A
T
SH
ELL PLATIN
G
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
Fram e # 65 H eadlog Plate See 307
Fram e Plate w
/C oam ing
1/4" PL
10.21 37.32
381.02 1.65
0.00
7.14
2,720 Bitt Support Plate
1/2" PL
20.42
37.32 762.04
1.65 1,260
0.00
7.14 5,439
Fram e #62 D eck Transv.
L4"x3"x1/4"
5.80 24.35
141.25 3.00
0.00
8.95
1,264 Bottom
Transv.
L5"x3"x5/16"
8.20 24.35
199.70 3.00
0.00
4.25
Side Fram e L5"x3"x5/16"
8.20 6.30
51.66 3.00
0.00
6.94
Bracket
1/4" PL
10.21
4.80 49.01
3.00
0.00
6.94
Bow H
-Bitt & Structures See D eck Fittings
Fram e #60 - W T B
H D
Bulkhead
1/4" PL
10.21 141.00
1,439.55 5.00
7,198 0.00
6.10
8,781 Vertical Stiffeners
L4"x3"x1/4" 5.80
42.16 244.53
5.00 1,223
0.00
6.10 1,492
Fram e #58 D eck Transv.
L4"x3"x1/4"
5.80 18.00
104.40 7.00
0.00
8.75
Bottom
Transv.
L5"x3"x5/16"
8.20 18.00
147.60 7.00
1,033 0.00
3.95
Side Fram e w /C oam ing
5/16" PL
12.76
27.53 351.29
7.00 2,459
0.00
5.70 2,001
Bracket
1/4" PL
10.21 4.80
49.01 7.00
0.00
6.00
"C E
SW
T
T U
L
SA
T O
W B
O A
T
TR
AN
SVER
SE STR
U C
TU
R
E
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
18.00 104.40
7.00
0.00
5.25
Fram e #56 D eck Transv.
L4"x3"x1/4"
5.80 18.00
104.40 9.00
0.00
8.65
Bottom
Transv.
L5"x3"x5/16"
8.20 18.00
147.60 9.00
1,033 0.00
3.95
Side Fram e w /C oam ing
5/16" PL
12.76
29.86 351.29
9.00 2,459
0.00
5.29 2,001
Bracket
1/4" PL
10.21 4.80
49.01 9.00
0.00
6.00
Tank Bottom
Stiffener L4"x3"x1/4"
5.80 18.00
104.40 9.00
0.00
4.50
Fram e #54 D eck Transv.
L4"x3"x1/4"
5.80 18.00
104.40 11.00
1,148 0.00
8.61
Bottom
Transv.
L5"x3"x5/16"
8.20 18.00
147.60 11.00
1,624 0.00
1.50
Side Fram e w /C oam ing
5/16" PL
12.76
32.39 413.39
11.00 4,547
0.00
4.91 2,030
Bracket
1/4" PL
10.21 4.80
49.01 11.00
0.00
6.00
Tank Bottom
Stiffener L4"x3"x1/4"
5.80 18.00
104.40 11.00
1,148 0.00
4.25
Fram e #52 - W T B
H D
Bulkhead
1/4" PL
10.21 206.17
2,104.86 13.00
27,363 0.00
4.70
9,893 Vertical Stiffeners
L4"x3"x1/4" 5.80
78.60 455.88
13.00 5,926
0.00
4.80 2,188
Fram e #50 D eck Transv.
L4"x3"x1/4"
5.80 25.75
149.35 15.00
2,240 0.00
8.58
1,281 Bottom
Transv.
L5"x3"x5/16"
8.20 23.50
192.70 15.00
2,891 0.00
0.75
Side Fram e L5"x3"x5/16"
8.20 13.26
108.73 15.00
1,631 0.00
5.15
Bracket
1/4" PL
10.21
3.20 32.67
15.00
0.00
6.00
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
9.33 54.14
15.00
0.00
3.10
Low er C hine Plate FP 9"x3"x5/16"
12.76 3.00
38.29 15.00
0.00
1.21
Fram e #48 D eck Transv.
L4"x3"x1/4"
5.80 25.76
149.41 17.00
2,540 0.00
8.54
1,276 Bottom
Transv.
L5"x3"x5/16"
8.20 23.50
192.70 17.00
3,276 0.00
0.75
Side Fram e L5"x3"x5/16"
8.20 13.40
109.88 17.00
1,868 0.00
5.15
Bracket
1/4" PL
10.21
3.20 32.67
17.00
0.00
6.00
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
9.33 54.14
17.00
0.00
3.10
Low er C hine Plate FP 9"x3"x5/16"
12.76 3.00
38.29 17.00
0.00
1.15
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Bottom Bracket
5/16" PL
12.76
1.23 15.65
17.00
0.00
1.25
Fram e #46 D eck Transv.
L4"x3"x1/4"
5.80 25.76
149.41 19.00
2,839 0.00
8.51
1,271 Bottom
Transv.
L5"x3"x5/16"
8.20 23.50
192.70 19.00
3,661 0.00
0.25
Side Fram e L5"x3"x5/16"
8.20 13.40
109.88 19.00
2,088 0.00
5.00
Bracket
1/4" PL
10.21
3.20 32.67
19.00
0.00
6.00
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
9.33 54.14
19.00 1,029
0.00
3.10
Low er C hine Plate FP 9"x3"x5/16"
12.76 3.00
38.29 19.00
0.00
1.00
Fram e #44 D eck Transv.
L4"x3"x1/4"
5.80 25.76
149.41 21.00
3,138 0.00
8.43
1,260 Bottom
Transv.
L5"x3"x5/16"
8.20 23.50
192.70 21.00
4,047 0.00
0.75
Side Fram e L5"x3"x5/16"
8.20 13.40
109.88 21.00
2,307 0.00
5.15
Bracket
1/4" PL
10.21
3.20 32.67
21.00
0.00
6.00
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
9.33 54.14
21.00 1,137
0.00
3.10
Low er C hine Plate FP 9"x3"x5/16"
12.76 3.00
38.29 21.00
0.00
1.15
Bottom
Bracket
5/16" PL
12.76 1.23
15.65 21.00
0.00
1.25
Fram e #42 D eck Transv.
L4"x3"x1/4"
5.80 19.50
113.10 23.00
2,601 0.00
8.40
Bottom
Transv.
L5"x3"x5/16"
8.20 23.50
192.70 23.00
4,432 0.00
0.25
Side Fram e L5"x3"x5/16"
8.20 13.40
109.88 23.00
2,527 0.00
5.00
Bracket
1/4" PL
10.21
3.20 32.67
23.00
0.00
6.00
Tank Bottom Stiffener
L4"x3"x1/4" 5.80
9.33 54.14
23.00 1,245
0.00
3.10
Low er C hine Plate FP 9"x3"x5/16"
12.76 3.00
38.29 23.00
0.00
1.00
Fram e #40 - W T B
H D
Bulkhead
1/4" PL
10.21 191.41
1,954.22 25.00
48,855 0.00
4.26
8,319 Vertical Stiffeners
L4"x3"x1/4" 5.80
83.20 482.56
25.00 12,064
0.00
4.25 2,051
D oor H eader - 4" Flat Bar
1/4" PL
3.40 12.50
42.54 25.00
1,064 0.00
4.25
Fram e #38 D eck Transv.
L4"x3"x1/4"
5.80 23.83
138.23 27.00
3,732 0.00
8.35
1,154 Bottom
Transv.
L5"x3"x5/16"
8.20 23.83
195.43 27.00
5,277 0.00
0.25
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Side Fram e
5/16" PL
12.76
22.37 285.43
27.00 7,707
0.00
4.73 1,349
Bracket
1/4" PL
10.21 1.60
16.34 27.00
0.00
4.25
Bottom
Bracket
5/16" PL
12.76 3.68
46.95 27.00
1,268 0.00
1.00
Fram e #36 D eck Transv.
L4"x3"x1/4"
5.80 23.83
138.23 29.00
4,009 0.00
8.35
1,154 Bottom
Transv.
L5"x3"x5/16"
8.20 23.83
195.43 29.00
5,668 0.00
0.25
Side Fram e
5/16" PL
12.76 22.37
285.43 29.00
8,278 0.00
4.73
1,349 Bracket
1/4" PL
10.21
1.60 16.34
29.00
0.00
4.25
Bottom Bracket
5/16" PL
12.76
3.68 46.95
29.00 1,362
0.00
1.00
Fram e #34 D eck Transv.
FP 12"x4"x5/16"
17.02 23.83
405.55 31.00
12,572 0.00
8.35
3,386 Bottom
Transv.
FP 12"x4"x5/16"
17.02 23.83
405.55 31.00
12,572 0.00
0.25
Side Fram e
5/16" PL
12.76 22.37
285.43 31.00
8,848 0.00
4.73
1,349 Bracket
1/4" PL
10.21
1.60 16.34
31.00
0.00
4.25
Bottom Bracket
5/16" PL
12.76
3.68 46.95
31.00 1,456
0.00
1.00
Stanchion
3" SC
H
10.25 6.24
63.96 31.00
1,983 0.00
4.25
Fram e #32 D eck Transv.
L4"x3"x1/4"
5.80 7.83
45.43 33.00
1,499 0.00
8.35
Bottom
Transv.
L5"x3"x5/16"
8.20 23.83
195.43 33.00
6,449 0.00
0.25
Side Fram e
5/16" PL
12.76 22.37
285.43 33.00
9,419 0.00
4.73
1,349 Bracket
1/4" PL
10.21
1.60 16.34
33.00
0.00
4.25
Bottom Bracket
5/16" PL
12.76
4.31 55.01
33.00 1,815
0.00
1.00
Fram e #30 D eck Transv.
L4"x3"x1/4"
5.80 7.83
45.43 35.00
1,590 0.00
8.35
Bottom
Transv.
L5"x3"x5/16"
8.20 23.83
195.43 35.00
6,840 0.00
0.25
Side Fram e
5/16" PL
12.76 22.37
285.43 35.00
9,990 0.00
4.73
1,349 Bracket
1/4" PL
10.21
1.60 16.34
35.00
0.00
4.25
Bottom Bracket
5/16" PL
12.76
4.31 55.01
35.00 1,925
0.00
1.00
Fram e #28 D eck Transv.
L4"x3"x1/4"
5.80 7.83
45.43 37.00
1,681 0.00
8.35
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Bottom Transv.
FP 12"x4"x5/16" 17.02
16.95 288.42
37.00 10,672
0.00
0.25
Side Fram e
5/16" PL
12.76
22.37 285.43
37.00 10,561
0.00
4.73 1,349
Bracket
1/4" PL
10.21 1.60
16.34 37.00
0.00
4.25
Bottom
Bracket
5/16" PL
12.76 2.44
31.14 37.00
1,152 0.00
1.31
Bottom
Transv. U nder Eng.
L5"x3"x5/16" 8.20
5.00 41.00
37.00 1,517
0.00
0.25
Bracket
5/16" PL
12.76 1.49
19.04 37.00
0.00
0.30
Fram e #26 D eck Transv.
L4"x3"x1/4"
5.80 7.83
45.43 39.00
1,772 0.00
8.35
Bottom
Transv.
L5"x3"x5/16"
8.20 23.83
195.43 39.00
7,622 0.00
0.25
Side Fram e
5/16" PL
12.76 22.37
285.43 39.00
11,132 0.00
4.73
1,349 Bracket
1/4" PL
10.21
1.60 16.34
39.00
0.00
4.25
Bottom Bracket
5/16" PL
12.76
4.38 55.92
39.00 2,181
0.00
1.00
Fram e #24 - W T B
H D
Bulkhead
1/4" PL
10.21 194.48
1,985.56 41.00
81,408 0.00
4.40
8,740 Vertical Stiffeners
L4"x3"x1/4" 5.80
81.00 469.80
41.00 19,262
0.00
4.25 1,997
D oor H eader - 4" Flat Bar
1/4" PL
3.40 3.33
11.34 41.00
0.00
2.00
Fram e #22 D eck Transv.
L4"x3"x1/4"
5.80 25.83
149.81 43.00
6,442 0.00
8.35
1,251 Bottom
Transv. (O utboard) w
/3"
5/16" PL
15.95 15.21
242.60 43.00
10,432 9.00
0.27
Bottom
Transv. (Inboard) L5"x3"x5/16"
8.20 9.25
75.85 43.00
3,262 (14.00)
-1062 0.25
Side Fram e L5"x3"x5/16"
8.20 13.00
106.60 43.00
4,584 0.00
4.25
Bracket
1/4" PL
10.21
4.80 49.01
43.00 2,107
(1.75) -86
4.25
Bottom Bracket
5/16" PL
12.76
0.68 8.68
43.00
(4.66) -40
1.00
Fram e #20 D eck Transv. (O utboard)
L4"x3"x1/4" 5.80
16.33 94.74
45.00 4,263
0.00
8.35
Bottom Transv. (O utboard) w /3"
5/16" PL
15.95
14.62 233.22
45.00 10,495
0.00
0.27
W ater Tank BH
D
1/4" PL, SS
11.16 48.26
538.62 45.00
24,238 0.00
5.80
3,124 Stiffender
L4"x3"x1/4" 5.80
36.23 210.15
45.00 9,457
0.00
5.60 1,177
Side Fram e
L5"x3"x5/16" 8.20
12.20 100.04
45.00 4,502
0.00
4.25
Bracket
1/4" PL
10.21 3.20
32.67 45.00
1,470 0.00
4.25
Bottom
Bracket
5/16" PL
12.76 1.29
16.50 45.00
0.00
1.00
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Fram e #18 D eck Transv.
L4"x3"x1/4"
5.80 16.56
96.05 47.00
4,514 0.00
8.35
D eck/Inside Tank Transv.
1/4"x4" SS FB
11.16 3.03
33.85 47.00
1,591 0.00
8.35
N
T BH
D
Stiffener 1/4"x4" SS FB
11.16 1.42
15.88 47.00
0.00
6.10
Bottom
Transv. (O utboard) w
/3"
5/16" PL
15.95 20.64
329.25 47.00
15,475 0.00
2.39
U nder Tank BH D
1/4" PL, SS
11.16
4.35 48.56
47.00 2,282
0.00
2.90
Side Fram e
L5"x3"x5/16" 8.20
9.90 81.18
47.00 3,815
0.00
4.25
Bracket
1/4" PL
10.21 4.00
40.84 47.00
1,919 0.00
4.25
Bottom
Bracket
5/16" PL
12.76 0.82
10.52 47.00
0.00
1.00
Fram e #16 - W T B
H D
Bulkhead
1/4" PL
10.21 113.93
1,163.13 49.00
56,993 0.00
5.19
6,037
SS BH
D of Tank
1/4" PL, SS
11.16
40.73 454.56
49.00 22,274
0.00
6.46 2,938
Vertical Stiffeners L4"x3"x1/4"
5.80 57.50
333.50 49.00
16,342 0.00
5.50
1,834
Fram e #14 D eck Transv.
L4"x3"x1/4"
5.80 20.08
116.44 51.00
5,938 0.00
8.35
Bottom
Transv.
L5"x3"x5/16"
8.20 20.25
166.05 51.00
8,469 0.00
0.25
Side Fram e L5"x3"x5/16"
8.20 9.32
76.39 51.00
3,896 0.00
4.73
Bracket
1/4" PL
10.21
4.80 49.01
51.00 2,499
0.00
4.00
Bottom Bracket
5/16" PL
12.76
1.44 18.38
51.00
0.00
3.80
Fram e Plate
5/16" PL
12.76
10.64 135.79
51.00 6,925
0.00
5.81
C oam ing
1/4" PL
10.21 6.25
63.81 51.00
3,254 0.00
5.81
Fram e #12 D eck Transv.
L4"x3"x1/4"
5.80 20.08
116.44 53.00
6,171 0.00
8.35
Bottom
Transv.
L5"x3"x5/16"
8.20 20.25
166.05 53.00
8,801 0.00
0.25
Side Fram e L5"x3"x5/16"
8.20 9.32
76.39 53.00
4,049 0.00
4.73
Bracket
1/4" PL
10.21
4.80 49.01
53.00 2,597
0.00
4.00
Bottom Bracket
5/16" PL
12.76
1.44 18.38
53.00
0.00
3.80
Fram e Plate
5/16" PL
12.76
9.85 125.71
53.00 6,662
0.00
5.99
C oam ing
1/4" PL
10.21 5.50
56.15 53.00
2,976 0.00
5.99
Fram e #10
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
D eck Transv.
L4"x3"x1/4" 5.80
20.08 116.44
55.00 6,404
0.00
8.35
Bottom Transv.
L5"x3"x5/16" 8.20
20.25 166.05
55.00 9,133
0.00
0.25
Side Fram e
L5"x3"x5/16" 8.20
9.32 76.39
55.00 4,202
0.00
4.73
Bracket
1/4" PL
10.21 4.80
49.01 55.00
2,695 0.00
4.00
Bottom
Bracket
5/16" PL
12.76 1.44
18.38 55.00
1,011 0.00
3.80
Fram e Plate
5/16" PL
12.76 9.24
117.90 55.00
6,484 0.00
6.38
C oam ing
1/4" PL
10.21 5.00
51.05 55.00
2,808 0.00
6.38
Fram e #8
D eck Transv.
L4"x3"x1/4" 5.80
20.08 116.44
57.00 6,637
0.00
8.35
Bottom Transv.
L5"x3"x5/16" 8.20
20.25 166.05
57.00 9,465
0.00
0.25
Side Fram e
L5"x3"x5/16" 8.20
9.32 76.39
57.00 4,354
0.00
4.73
Bracket
1/4" PL
10.21 4.80
49.01 57.00
2,793 0.00
4.00
Bottom
Bracket
5/16" PL
12.76 1.44
18.38 57.00
1,048 0.00
3.80
Fram e Plate
5/16" PL
12.76
8.85 112.89
57.00 6,435
0.00
6.55
C oam ing
1/4" PL
10.21 4.69
47.83 57.00
2,726 0.00
6.55
Fram e #6 - W
T B H
D Bulkhead
1/4" PL
10.21
98.61 1,006.77
59.00 59,399
0.00
6.58 6,623
Vertical Stiffeners L4"x3"x1/4"
5.80 36.25
210.25 59.00
12,405 0.00
6.58
1,383
Fram e #4 D eck Transv.
L4"x3"x1/4"
5.80 25.25
146.45 61.00
8,933 0.00
8.35
1,223 Bottom
Transv.
L5"x3"x5/16"
8.20 25.33
207.74 61.00
12,672 0.00
4.67
Side Fram e L5"x3"x5/16"
8.20 6.50
53.30 61.00
3,251 0.00
6.50
Bracket
1/4" PL
10.21
1.60 16.34
61.00
0.00
6.50
Bottom Bracket
5/16" PL
12.76
0.66 8.46
61.00
0.00
4.75
Fram e #2 D eck Transv.
L4"x3"x1/4"
5.80 25.25
146.45 63.00
9,226 0.00
8.35
1,223 Bottom
Transv.
L5"x3"x5/16"
8.20 25.33
207.74 63.00
13,088 0.00
4.67
Side Fram e L5"x3"x5/16"
8.20 6.27
51.38 63.00
3,237 0.00
6.52
Bracket
1/4" PL
10.21
1.60 16.34
63.00 1,029
0.00
6.52
Bottom Bracket
5/16" PL
12.76
0.66 8.46
63.00
0.00
4.77
D evit Support
3/8" PL
15.31
1.56 23.92
63.00 1,507
(9.49) -227
7.92
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Fram e #0 Sternlog Plante
See 307 Stiffener
L5"x3"x5/16" 8.20
38.33 314.31
65.00 20,430
0.00
6.50 2,043
TO
TAL
30,396.02 935,614
144,605
30,396.02 935,614
144,605
W elding & M illage 2.50%
759.90 23,390
3,615
M argin
5.00% 1,557.80
47,950
7,411
TO
TAL
32,713.72
1,006,955
155,631
LT
14.60
LC
G 30.78
TC
G
0.03
VC
4.76
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
C enterline Keel Plate
1/2" PL
20.42
40.56 828.14
34.29 28,397
0.00
1.69 1,400
Keel Bottom Plate
3/4" PL
30.63
2.33 71.46
43.50 3,108
0.00
-0.02 (1)
C enter Bulkhead (Fr65 - 40)
1/4" PL
10.21
145.94 1,489.99
14.20 21,158
0.00
5.05 7,524
C oam ing
1/4" PL
10.21 12.58
128.47 15.00
1,927 0.00
4.50
Stiffener
1/4" PL
10.21
7.92 80.86
19.00 1,536
0.00
1.77
D eck Long'l
FP 12"x4"x5/16" 17.02
22.00 374.35
40.00 14,974
0.00
0.83
D eck Long'l (Fr24-20)
1/4" PL
10.21
1.30 13.30
43.00
0.00
8.33
C .V.K
1/2" PL
20.42
45.56 930.36
44.64 41,531
0.00
2.79 2,593
N T Bulkhead (Fr20-16)
1/4" PL
10.21
22.15 226.15
46.92 10,611
0.00
5.25 1,187
Stanchion & Srair Bracket
5/16" PL
12.76 0.36
4.59 34.05
0.00
0.99
4'-8" O ff C L, P/S
Bulkhead
1/4" PL
10.21 573.68
5,857.00 29.63
173,520 0.00
4.93
28,893 Vertical Stiffeners
L4"x3"x1/4" 5.80
63.00 365.40
17.25 6,303
0.00
5.50 2,010
Vertical Stiffeners
1/4" PL
10.21 24.38
248.91 20.10
5,003 0.00
4.82
1,200 Bracket
1/4" PL
10.21
27.50 280.76
34.16 9,589
0.00
4.17 1,171
Engine Foundation
1/2" PL
20.42 17.14
349.99 33.44
11,704 0.00
1.80
W ater Tank BH D s
1/4" PL, SS
11.16 40.25
449.19 47.00
21,112 0.00
5.65
2,538 Stiffender
1/4" PL
10.21
8.00 81.68
47.00 3,839
0.00
5.65
D eck Flg. Plate
5/16" PL
12.76
12.50 159.53
27.80 4,435
0.00
8.00 1,276
7'-4" O ff C L (P/S)
Bulkhead
1/4" PL
10.21 244.06
2,491.75 37.67
93,864 0.00
4.03
10,042 Vertical Stiffeners
1/4" PL
10.21
16.67 170.15
17.00 2,893
0.00
4.50
Bracket
1/4" PL
10.21 70.66
721.45 23.00
16,593 0.00
4.50
3,247 Engine Foundation & Fr40-52
1/2" PL
20.42
37.30 761.64
31.67 24,121
0.00
2.00 1,523
D eck Flg. Plate
5/16" PL
12.76
29.28 373.67
35.19 13,149
0.00
7.92 2,959
"C E
SW
T
T U
L
SA
T O
W B
O A
T
LO
N
G
ITU
D
IN
AL STR
U
C
TU
R E
W B
S
IT
EM
S
D E
SC
R
IPT
IO
N Q uantity W eight C
. G
. FR
O M
M S
C . G
. FR
O
M C
L C
. G . A
B O
V E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
EM
S
D E
SC
R
IPT
IO
N Q uantity W eight C
. G
. FR
O M
M S
C . G
. FR
O
M C
L C
. G . A
B O
V E
B L
B ow
Transom Plates
See 309
9'-0" O ff C L (P/S)
F.O Tank Sides
Bulkhead (See 307)
1/4" PL
10.21 107.64
1,098.96 9.20
10,110 0.00
5.45
5,994
TO
TAL
17,557.76 520,207
76,560
17,557.76 520,207
76,560
W elding & M illage 2.50%
438.94 13,005
1,914
M argin
5.00% 899.84
26,661
3,924
TO
TAL
18,896.54
559,873
82,398
LT
8.44
LC
G 29.63
TC
G
0.00
VC
4.36
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
M
A
IN
D
EC
K H
O U
SE
R oof Plate/U pper D eck
5/16" PL
12.75 780.60
9,952.65 30.45
303,058 0.53
16.54
164,617
- Stiffener / interior
L4"x3"x1/4" 5.80
212.38 1,231.80
30.45 37,508
0.53
16.54 20,374
- Transv. G irder
FP 14"x4"x5/16" 33.28
30.34 1,009.63
30.45 30,743
0.53
16.54 16,699
- Stiffener / exterior
1/4" PL
0.75 36.00
27.00 30.45
0.53
16.54
Sides W all Plate
1/4" PL
10.20 606.10
6,182.22 31.81
196,656 0.19
12.53
77,463
- Stiffener
L4"x3"x1/4" 5.80
46.00 266.80
31.81 8,487
0.19
12.53 3,343
Interior W all BH
D
1/4" PL
10.21 322.22
3,289.74 31.81
104,647 0.19
12.53
41,220
- Stiffener
L4"x3"x1/4" 5.80
20.00 116.00
31.81 3,690
0.19
12.53 1,453
U
PPER
D
EC
K
H O
U
SE
R oof Plate/H alf D eck
5/16" PL
12.76
243.71 3,110.23
21.73 67,585
0.00
24.55 76,356
- Stiffener L4"x3"x1/4"
5.80 73.02
423.52 21.18
8,970 0.00
24.55
10,397
- G irder
FLG
'D PL 8 x 4 x 3/8"
15.30 20.03
306.43 27.18
8,330 0.00
24.55
7,521
- Bracket
1/4" PL
10.21
4.68 47.78
27.10 1,295
0.00
24.55 1,173
Exterior W all Plate
1/4" PL
10.21
398.30 4,066.48
19.88 80,821
0.00
22.45 91,293
- Stiffener L4"x3"x1/4"
5.80 242.73
1,407.83 19.88
27,981 0.00
22.45
31,606
H
A
LF D
EC
K
R oof Plate/H alf D eck
5/16" PL
12.76
241.71 3,084.72
17.50 53,983
0.00
28.57 88,130
- Stiffener L4"x3"x1/4"
5.80 61.67
357.66 17.50
6,259 0.00
28.00
10,014
- G irder
FLG
'D PL 8 x 4 x 3/8"
15.30 28.06
429.32 14.24
6,113 0.00
28.56
12,261
- Bracket
1/4" PL
10.21
3.90 39.82
14.24
0.00
28.00 1,115
Exterior W all Plate
1/4" PL
10.21
185.74 1,896.33
16.78 31,820
0.00
26.55 50,348
- Stiffener L4"x3"x1/4"
5.80 185.74
1,077.29 16.78
18,077 0.00
26.55
28,602
PILO
T H O
U
SE
R oof Plate
1/2" PL
20.40
197.60 4,031.04
18.75 75,582
0.00
36.71 147,979
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
"C E
SW
T
T U
L
SA
T O
W B
O A
T
D
EC
K H
O U
SE STR
U
C
TU
R E
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity eight
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L W
B S
IT
E
M S
D E
SC
R
IPT
IO
N Q uantity W eight
- Stiffener L4"x3"x1/4"
5.80 86.33
500.72 18.75
9,388 0.00
36.50
18,276
- Bracket
1/4" PL
10.21
5.46 55.74
18.75 1,045
0.00
36.50 2,035
R oof Visor
1/4" PL
10.21
102.63 1,047.83
18.75 19,647
0.00
36.50 38,246
- G ueest Plate
1/4" PL
10.21
2.60 26.58
18.75
0.00
36.50
TO
TAL
43,985.16 1,103,574
941,940
43,985.16 1,103,574
941,940
W elding & M illage 2.50%
1,099.63 27,589
23,548
M argin
5.00% 2,254.24
56,558
48,274
TO
TAL
47,339.02
1,187,721
1,013,763
LT
21.13
LC
G 25.09
TC
G
0.19
VC
21.41
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
STB
D
STA
C K
Shell Plate - Long'l x2
3/16" PL
7.66 121.95
933.81 37.25
34,785 0.00
20.50
19,143 Vertical Stiffeners
L3"x2"x1/4" 4.10
64.00 262.40
37.25 9,774
0.00
20.50 5,379
Shell Plate - Long'l x2
3/16" PL
7.66 55.90
428.01 37.25
15,943 0.00
20.50
8,774 H orizontal Stiffeners L3"x2"x1/4"
4.10 2.63
10.76 37.25
0.00
20.50
Vertical Stiffeners
L3"x2"x1/4" 4.10
13.50 55.35
37.25 2,062
0.00
20.50 1,135
Stack Base L4"x3"x1/4"
5.80 24.33
141.13 37.25
5,257 0.00
20.50
2,893 Exhaust O ut est.
50.00 1.00
50.00 37.25
1,863 0.00
20.50
1,025 M iscellaneous est.
50.00 1.00
50.00 37.25
1,863 0.00
20.50
1,025
PO
R
T STA
C K
Shell Plate - Long'l x2
3/16" PL
7.66 121.95
933.81 37.25
34,785 0.00
20.50
19,143 Vertical Stiffeners
L3"x2"x1/4" 4.10
64.00 262.40
37.25 9,774
0.00
20.50 5,379
Shell Plate - Long'l x2
3/16" PL
7.66 55.90
428.01 37.25
15,943 0.00
20.50
8,774 H orizontal Stiffeners L3"x2"x1/4"
4.10 2.63
10.76 37.25
0.00
20.50
Vertical Stiffeners
L3"x2"x1/4" 4.10
13.50 55.35
37.25 2,062
0.00
20.50 1,135
Stack Base L4"x3"x1/4"
5.80 24.33
141.13 37.25
5,257 0.00
20.50
2,893 Exhaust O ut est.
50.00 1.00
50.00 37.25
1,863 0.00
20.50
1,025 M iscellaneous est.
50.00 1.00
50.00 37.25
1,863 0.00
20.50
1,025
TO
TAL
3,862.92 143,894
79,190
"C E
SW
T
T U
L
SA
T O
W B
O A
T
STAC
K
S
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
3,862.92 143,894
79,190
W elding & M illage 2.50%
96.57 3,597
1,980
M argin
5.00% 197.97
7,375
4,058
TO
TAL
4,157.47
154,866
85,228
LT
1.86
LC
G 37.25
TC
G
0.00
VC
20.50
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
M ast M ast
4" SC
H 40 Alum inum Pipe
3.85 12.00
46.16 18.50
0.00
40.50
1,870 Yardarm
& G aff
2" x 1/4" Alum inum
Tubing 1.62
22.68 36.74
18.50
0.00
40.50 1,488
M ast Base
3/8" Steel Plate 15.30
15.70 240.27
18.50 4,445
0.00
40.50 9,731
M ast Base D oubler 1/4" Steel Plate
10.20 6.01
61.30 18.50
1,134 0.00
40.50
2,483 M isc. Base D oubler Plates
Various, est.
30.00
1.00 30.00
18.50
0.00
40.50 1,215
Shroud Pad Eye M ast P/S
Shroud
1-1/2" SC
H
2.72 17.66
48.00 18.50
0.00
40.50
1,944 Pad Eye
2" x 2" x 1/4" 8.00
2.00 16.00
18.50
0.00
40.50
D oubler
4" D
ia. x 1/4"
10.20 6.00
61.20 18.50
1,132 0.00
40.50
2,479
M ast C rutch C rutch 3" x 1/4" SQ
Tube 9.32
3.39 31.59
18.50
0.00
40.50 1,280
Plate Bracket 1/4"
10.20 3.00
30.60 18.50
0.00
40.50
1,239
M ast H ardw are
H alyard Block
M
ax. Line D ia 5/16" 4.00
1.00 4.00
18.50
0.00
40.50
W ire R ope G rip
5/16" 5.00
20.00 100.00
18.50 1,850
0.00
40.50 4,050
Turnbuckle 3/8" x 6"
4.00 5.00
20.00 18.50
0.00
40.50
D
Shackle 3/8"
4.00 10.00
40.00 18.50
0.00
40.50
1,620 W ire R ope
5/16" 0.18
22.00 3.96
18.50
0.00
40.50
Sheave & H ardw are
C otter Pin
1/8" 2.00
4.00 8.00
18.50
0.00
40.50
Pin 5/8" x 4"
3.00 2.00
6.00 18.50
0.00
40.50
H oriz.Tune Sheave for 5/16" W ire
8" 30.00
1.00 30.00
18.50
0.00
40.50 1,215
Sheave for 5/16" w ire
6" 30.00
1.00 30.00
18.50
0.00
40.50 1,215
"C E
SW
T
T U
L
SA
T O
W B
O A
T
M
AST
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Electric W inch
2000lb Thern 4W P2T8
101.00 1.00
101.00 18.50
1,869 0.00
40.50
4,091 W asher Flat, 1/2" N om inal
2.00 4.00
8.00 18.50
0.00
40.50
W ire R ope
1/16" 0.18
30.00 5.40
18.50
0.00
40.50
W asher
1/4" 2.00
1.00 2.00
18.50
0.00
40.50
Forw ard M ast M ast 3" XXS Pipe
18.58 9.42
175.02 18.50
3,238 0.00
40.50
7,088 Base Bracket
3/8" PL
15.30
1.24 18.97
18.50
0.00
40.50
Lights Foundation
1/4" PL
10.20 2.46
25.09 18.50
0.00
40.50
1,016
Flag Pole Low er Pole
4" SC
H 40 Pipe
10.79 8.00
86.32 18.50
1,597 0.00
40.50
3,496 Pole R educer - L 4" 4" x 3" SC
H
3.30 1.00
3.30 18.50
0.00
40.50
U pper Pole
3" SC
H 40 Pipe
7.58 5.78
43.79 18.50
0.00
40.50
1,773 D oubler 8" x 1/4" PL
10.20 1.05
10.71 18.50
0.00
40.50
Base
3" SC
H
40 Pipe 7.58
12.80 97.02
18.50 1,795
0.00
40.50 3,929
Yardarm & G aff
1-1/2" SC
H 40 Pipe
2.72 12.20
33.16 18.50
0.00
40.50
1,343 M ast C leat
1/2" R ound Bar
0.50 4.00
2.00 18.50
0.00
40.50
Pad Eye & Plate C ap 10.00
1.00 10.00
18.50
0.00
40.50
A ft M ast M ast 3" XXS Pipe
18.58 11.58
215.21 18.50
3,981 0.00
40.50
8,716 D oubler 4" D
ia. X 1/4" PL 10.20
0.10 1.02
18.50
0.00
40.50
Base Bracket
3/8" PL
15.30 0.31
4.74 18.50
0.00
40.50
Lights Foundation
1/4" PL
10.20
2.46 25.09
18.50
0.00
40.50 1,016
TO
TAL
1,711.69 31,666
69,323
1,711.69 31,666
69,323
W elding & M illage 2.50%
42.79
1,733
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
M argin
5.00% 87.72
1,623
3,553
TO
TAL
1,842.21
34,081
74,609
LT
0.82
LC
G 18.50
TC
G
0.00
VC
40.50
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
LO
W
O
TA
N K
S Top & Bottom
Shell
3/8" PL
15.31 37.33
571.66 42.17
24,105 0.00
4.50
2,572 Front Shell
3/8" PL
15.31
15.13 231.73
42.17 9,771
0.00
4.50 1,043
Back Shell
3/8" PL
15.31 18.66
285.83 42.17
12,053 0.00
4.50
1,286 Side Shell
3/8" PL
15.31
37.33 571.66
42.17 24,105
0.00
4.50 2,572
Transv. Fram e, est.
4" x 1/4" FB 3.40
20.00 68.00
42.17 2,867
0.00
4.50
Long'l Fram e, est.
4" x 1/4" FB 3.40
20.00 68.00
42.17 2,867
0.00
4.50
M anhole
18" N abrico
90.00 2.00
180.00 42.17
7,590 0.00
4.50
Foundation, est.
M C
12" x 31 31.80
14.00 445.20
42.17 18,773
0.00
4.50 2,003
Brackets, est.
12" x 11"x 3/8" PL
14.03 2.00
28.05 42.17
1,183 0.00
4.50
O
ILY B
ILG
E TA
N
K S
Top & Bottom Shell
3/8" PL
15.31
16.00 245.03
26.00 6,371
2.00
3.00
Front Shell
3/8" PL
15.31 6.23
95.47 26.00
2,482 2.00
3.00
Back Shell
3/8" PL
15.31
8.00 122.52
26.00 3,185
2.00
3.00
Side Shell
3/8" PL
15.31 16.00
245.03 26.00
6,371 2.00
3.00
Transv. Fram e, est.
4" x 1/4" FB
3.40 10.00
34.00 26.00
2.00
3.00
Long'l Fram e, est.
4" x 1/4" FB
3.40 10.00
34.00 26.00
2.00
3.00
M anhole 18" N abrico 90.00
1.00 90.00
26.00 2,340
2.00
3.00
Foundation, est.
M
C 12" x 31
31.80 7.00
222.60 26.00
5,788 2.00
3.00
Brackets, est.
12" x 11"x 3/8" PL 14.03
1.00 14.03
26.00
2.00
3.00
Fuel Tanks See 'SW
BS 309 & 311'
Potable W ater See 'SW
BS 309 & 311'
"C E
SW
T
T U
L
SA
T O
W B
O A
T
TAN
K
S
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Sew age H olding Tank
See 'SW
BS 667'
A ir Tank See 'SW
BS 690'
TO
TAL
3,552.79 131,984
14,334
3,552.79 131,984
14,334
W elding & M illage 2.50%
88.82 3,300
M argin
5.00% 182.08
6,764
TO
TAL
3,823.69
142047
15,426
LT
1.71
LC
G 37.15
TC
G
0.62
VC
4.03
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
SEA
C H
EST (PO
R
T O N
LY)
M ain Pipe
10" SC
H
77.03 8.00
616.24 37.25
22,955 (11.00)
-6779 4.50
2,773 D oubler PLT
1/2" PL
20.42 1.83
37.40 37.25
1,393 (11.00)
-411 4.50
Bottom
Bracket
1/2" PL
20.42 4.06
82.99 37.25
3,091 (11.00)
-913 4.50
Top Bracket
1/2" PL
20.42
2.47 50.41
37.25 1,878
(11.00) -554
7.88
Basket Top C over Bracket
1/2" PL
20.42
2.45 50.09
37.25 1,866
(11.00) -551
0.89
Basket Top C over PLT
1/2" PL
20.42
0.24 4.83
37.25
(11.00) -53
1.08
Inner Pipe
1 1/2" SC
H
2.72 8.00
21.74 37.25
(11.00)
-239 7.88
Strainer
Est.
25.00
1.00 25.00
37.25
(11.00) -275
0.65
U nder D eck
1/2" PL
20.42 11.00
224.61 37.25
8,367 (11.00)
-2471 8.00
1,797 M iscellaneous Est.
100.00 1.00
100.00 37.25
3,725 (11.00)
-1100 4.50
TO
TAL
1,213.31 45,196
-13346 6,196
1,213.31 45,196
-13346 6,196
W elding & M illage 2.50%
30.33 1,130
-334
M argin
5.00% 62.18
2,316 -684
TO
TAL
1,305.82
48,642 -14364
6,668
LT
0.58
LC
G 37.25
TC
G
-11.00
VC
G 5.11
"C E
SW
T
T U
L
SA
T O
W B
O A
T
SEAC
H
EST
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
Transducers (S/P) W ell
6" SC
H
28.57 14.00
399.98 14.00
5,600 0.00
4.50
1,800 C enter Pipe
2 1/2" SC
H
5.79 14.00
81.10 14.00
1,135 0.00
4.50
H ousing Pipe
12" SC
H
53.52 3.00
160.56 15.00
2,408 1.00
7.75
1,244 G uide Plate 2-5/16" x 1/4" FB
5.97 12.00
71.68 14.00
1,003 0.00
7.88 other structures (est.)
C opper, steel BKs etc.
30.00 4.00
120.00 14.00
1,680 0.00
0.89 others (est.)
C over, Valves etc.
40.00 4.00
160.00 14.00
2,240 0.00
1.08
TO
TAL
993.32 14,067
4,253
993.32 14,067
4,253
W elding & M illage 2.50%
24.83
M argin
5.00% 50.91
TO
TAL
1,069.06
15,140
4,577
LT
0.48
LC
G 14.16
TC
G
0.16
VC
G 4.28
"C E
SW
T
T U
L
SA
T O
W B
O A
T
TR
AN
SD
U
C
ER
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
G enset (S/P) U pdate R equired
Est.
100.00
2.00 200.00
44.00 8,800
0.00
9.00 1,800
Propulsion Engine (S/P) U pdate R equired
Est.
100.00
2.00 200.00
34.00 6,800
0.00
2.50
See 309 & 311
TO
TAL
400.00 15,600
2,300
400.00 15,600
2,300
W elding & M illage 2.50%
10.00
M argin
5.00% 20.50
TO
TAL
430.50
16,790
2,475
LT
0.19
LC
G 39.00
TC
G
0.00
VC
G 5.75
"C E
SW
T
T U
L
SA
T O
W B
O A
T
FO
U
N D
ATIO
N
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
Anode
Alum inum
10.00 28.00
280.00 32.50
9,100 0.00
1.84
M isc.
2.00
28.00 56.00
32.50 1,820
0.00
1.84
TO
TAL
336.00 10,920
336.00 10,920
W elding & M illage 2.50%
8.40
M argin
5.00% 17.22
TO
TAL
361.62
11,753
LT
0.16
LC
G 32.50
TC
G
0.00
VC
G 1.84
"C E
SW
T
T U
L
SA
T O
W B
O A
T
C
ATH
O D
IC
PR
O
TEC
TIO
N
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
: M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
C
O A
TED
A
R
EA
lb/ft² ft² lb H ull & D K H ouse Interior - 1 5 m il 0.0142
13,685 193.65
27.58 5,341
0.00
10.37 2,008
H ull & D
K H ouse Interior - 2
5 m il
0.0142 13,685
193.65 27.58
5,341 0.00
10.37
2,008
H ull exterior - 1 coat
5 m il
0.0142 9,040
127.92 32.78
4,193 0.00
5.16
H ull exterior - 2 coat 5 m il 0.0142
9,040 127.92
32.78 4,193
0.00
5.16
H ull exterior - 3 coat
8 m il
0.0107 9,040
96.73 32.78
3,171 0.00
5.16
H ull exterior - 4 coat 8 m il 0.0107
9,040 96.73
32.78 3,171
0.00
5.16
Ext. Surf. & D K Areas - 1
5 m il
0.0142 4,385
62.05 32.78
2,034 0.00
8.50
Ext. Surf. & D
K Areas - 2 5 m il 0.0142
4,385 62.05
32.78 2,034
0.00
8.50
Ext. Surf. & D K Areas - 3
4 m il
0.0106 4,385
46.34 32.78
1,519 0.00
8.50
TO
TAL
1,007.03 30,996
7,783
1,007.03 30,996
7,783
W elding & M illage 2.50%
M argin
5.00% 50.35
1,550
TO
TAL
1,057.38
32,546
8,173
LT
0.47
LC
G 30.78
TC
G
0.00
VC
G 7.73
C . G
. A B
O V
E B
L
"C E
SW
T
T U
L
SA
T O
W B
O A
T
C O
ATIN
G
SYSTEM
SW
B
S
IT
E M
S D
E
SC
R
IPT
IO
N
U nit W eight Q uantity W eight C
. G
. FR
O M
M S
C . G
. FR
O
M
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
410-01 Tow knees (S/P) Side & Top Plates
5/16" PL
12.76
161.31 2,058.64
2.82 5,805
0.00
12.30 25,321
-Stiffener L4"x3"x1/4"
5.80 31.50
182.70 5.00
0.00
14.65
2,677 -Stiffener
1/4" PL
10.21
24.00 245.03
5.00 1,225
0.00
14.65 3,590
-Bracket
1/4" PL
10.21 9.86
100.71 5.00
0.00
14.65
1,475 Shore Pow er R ecess
3/16" PL
7.66
20.42 156.36
6.78 1,060
0.00
11.10 1,735
Face Plate
1/2" PL
20.42 43.34
884.97 0.00
0.00
12.50
11,062 -Face Stiffener
L4"x3"x1/4" 5.80
31.50 182.70
0.20
0.00
12.50 2,284
M isc.
est.
50.00
2.00 100.00
2.50
0.00
12.50 1,250
G rab Bar
1 1/2" SC
H
2.72
8.00 21.74
1.00
0.00
11.75
Steps 1/4" Steel D iam ond Plate
11.26 6.79
76.41 3.75
0.00
10.75
Bum per Jonson 1/2" Single&D ouble 200.00
7.00 1,400.00
0.00
0.00
12.50 17,500
410-02 Fendering Flat Bar, 3"
1/2" PL
5.10
70.00 357.34
32.50 11,613
0.00
7.70 2,751
Bracket, 2 1/2" x 2 1/2"
1/2" PL
0.89 140.00
124.07 32.50
4,032 0.00
7.70
H ex H ead Bolts
3/4"x11" 1.50
80.00 120.00
32.50 3,900
0.00
7.70
N uts
3/4" 0.50
80.00 40.00
32.50 1,300
0.00
7.70
Flat W ashers
3/4" 0.25
160.00 40.00
32.50 1,300
0.00
7.70
Lock W asher
3/4" 0.25
80.00 20.00
32.50
0.00
7.70
Pipe, 27" Length
2 1/2" SC
H
5.79 4.50
26.07 5.50
0.00
7.70
D
-Shaped Fender, 3" ID 8" x 8" x 20'
25.00 7.00
175.00 32.50
5,688 0.00
7.70
1,348 C orner Bum per
18" R adius
60.00 2.00
120.00 1.00
0.00
8.50
1,020 Single Bum per 1/2"
65.00 7.00
455.00 0.00
0.00
8.50
3,868
TO
TAL
6,886.73 38,849
79,807
"C E
SW
T
T U
L
SA
T O
W B
O A
T
FEN
D
ER
IN
G
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
6,886.73 38,849
79,807
W elding & M illage 2.50%
172.17
1,995
M argin
5.00% 352.94
1,991
4,090
TO
TAL
7,411.84
41,811
85,892
LT
3.31
LC
G 5.64
TC
G
0.00
VC
11.59
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
D
O O
R Location &
Type Steelcraft est.
PH
Port, Ext, W T
30" x 78" 300.00
1.00 300.00
18.25 5,475
0.00
31.25 9,375
PH
Stbd, Ext, W
T 30" x 78"
300.00 1.00
300.00 18.25
5,475 0.00
31.25
9,375 H alf D eck, Ext, W
T 36" x 42"
250.00 1.00
250.00 20.75
5,188 (3.00)
-750 26.00
6,500 G alley/M ess D eck Port, Ext. W T
36" x 78" 350.00
1.00 350.00
20.75 7,263
0.00
20.00 7,000
G alley/M ess D eck Stbd, Ext. W
T 36" x 78"
350.00 1.00
350.00 20.75
7,263 0.00
20.00
7,000 M ain D eck H ead, Stbd, Ext. W T
36" x 78" 350.00
1.00 350.00
20.75 7,263
7.75
12.00 4,200
W orkshop, Port, Ext, W
T, Sliding 60" x 74"
460.00 1.00
460.00 19.75
9,085 (7.75)
-3565 12.00
5,520 Storage R oom , Stbd, Ext. W
T 30" x 78"
300.00 1.00
300.00 16.00
4,800 7.75
12.00
3,600 U pper Eng. R m
, Fw d, Port, Ext. W
T 36" x 78"
350.00 1.00
350.00 27.75
9,713 0.00
12.00
4,200 U pper Eng. R m
, Fw d, Stbd, Ext. W
T 36" x 78"
350.00 1.00
350.00 27.75
9,713 0.00
12.00
4,200 U pper Eng. R m
, Aft, Port, Ext. W T
48" x 78" 400.00
1.00 400.00
45.15 18,060
0.00
12.00 4,800
U pper Eng. R m , Aft, Stbd, Ext. W
T 48" x 78"
400.00 1.00
400.00 45.15
18,060 0.00
12.00
4,800 W orkshop, Aft, Int. Joiner 30" x 78"
300.00 1.00
300.00 25.00
7,500 (4.00)
-1200 12.00
3,600
W
IN
D
O W
1/4" Safety G lass = 6.5 lbs/ft²
PH
, Fw d, Port, Fixed 42" x 48"
6.50 14.00
91.00 12.33
1,122 0.00
33.25
3,026
PH
, Fw d, C enterline, Fixed 42" x 48"
6.50 14.00
91.00 12.33
1,122 0.00
33.25
3,026
PH
, Fw d, Stbd, Fixed
42" x 48" 6.50
14.00 91.00
12.33 1,122
0.00
33.25 3,026
PH
, Side, Fw d, Port, Sliding C ustom m ade 6.50
10.00 65.00
17.00 1,105
0.00
33.25 2,161
PH
, Side, Fw d, Stbd, Sliding C ustom m ade 6.50
10.00 65.00
17.00 1,105
0.00
33.25 2,161
PH
, Side, Aft, Port, Sliding
C ustom m ade
6.50 14.00
91.00 22.50
2,048 0.00
33.25
3,026
PH
, Side, Aft, Stbd, Sliding C ustom m ade 6.50
14.00 91.00
22.50 2,048
0.00
33.25 3,026
PH
, Aft, Port, Fixed
42" x 36" 6.50
10.50 68.25
25.50 1,740
0.00
33.25 2,269
PH
, Aft, C enterline, Fixed 42" x 48"
6.50 14.00
91.00 25.50
2,321 0.00
33.25
3,026
PH
, Aft, Stbd, Fixed 42" x 36"
6.50 10.50
68.25 25.50
1,740 0.00
33.25
2,269 G elly/M ess H ead, H orizontal Sliding
24" x 24" 6.50
4.00 26.00
13.00
0.00
22.00
G elly/M ess Fw d, H orizontal Sliding 24" x 24"
6.50 4.00
26.00 13.00
0.00
22.00
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
"C E
SW
T
T U
L
SA
T O
W B
O A
T
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
D O
O R
S, W
IN
D O
W S, H
ATC
H
ES &
M
AN
H
LS
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L W
B S
IT
E
M S
D E
SC
R
IPT
IO
N Q uantity W eight
G elly/M ess Side, Fw d H orizontal Slid 24" x 24"
6.50 4.00
26.00 16.50
6.50
22.00
W orkshop, Fw d, H orizontal Sliding 30" x 24"
6.50 5.00
32.50 13.00
(4.92)
-160 14.00
U p Eng. R m
., Port, Fr30, H oriz. Slid
30" x 24" 6.50
5.00 32.50
35.33 1,148
0.00
14.00
U p Eng. R m ., Stbd, Fr30, H oriz. Slid 30" x 24"
6.50 5.00
32.50 35.33
1,148 0.00
14.00
U p Eng. R m
., Stbd, Fr24, H oriz. Slid
30" x 24" 6.50
5.00 32.50
40.83 1,327
8.00
14.00
U p Eng. R m ., Aft, Stbd, H oriz. Slid 30" x 24"
6.50 5.00
32.50 49.00
1,593 0.00
14.00
U p Eng. R m
., Aft, Port, H oriz. Slid
30" x 24" 6.50
5.00 32.50
49.00 1,593
0.00
14.00
Alum inum
Fram e Total est.
30.00
19.00 570.00
23.00 13,110
0.00
20.00 11,400
M anhole & H atches M ain D eck W
T Flush Access H atch
Baier, BFH O
15x24TH 39.00
12.00 468.00
32.50 15,210
0.00
8.50 3,978
R aised Tank/C om
p. Acess H atch N abrico, D F-154-18
78.00 2.00
156.00 10.87
1,696 0.00
8.50
1,326 Em ergency Escape H atch
Baier, BFH H
R
55.50 2.00
111.00 22.18
2,462 0.00
8.50
Sea C hest/Transducer C over H atch Freem an, 2402-0003 16.00
3.00 48.00
25.00 1,200
(7.00) -336
8.50
W ater Tank, SS M anhole C entex, 306 20.00
1.00 20.00
44.00
(2.00) -40
8.50
TO
TAL
6,918.50 173,221
-584 123,857
6,918.50 173,221
-584 123,857
W elding & M illage 2.50%
172.96 4,331
-15 3,096
M argin
5.00% 354.57
8,878 -30
6,348
TO
TAL
7,446.04
186,429 -629
133,301
LT
3.32
LC
G 25.04
TC
G
-0.08
VC
17.90
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
D
EC
K
FITTIN
G
S M
FR
/M odel (Sam ple)
24" Kevel N abrico D F-30
50.00 4.00
200.00 26.00
5,200 0.00
8.50
1,700 D oubler
1/2" PL
20.42 7.78
158.86 26.00
4,130 0.00
8.50
1,350 D oubler
1/2" PL
20.42 14.44
294.93 26.00
7,668 0.00
8.50
2,507 48" Kevel
N abrico D
F-484 220.00
4.00 880.00
32.50 28,600
0.00
8.50 7,480
D oubler
1/2" PL
20.42
14.44 294.93
32.50 9,585
0.00
8.50 2,507
D oubler
1/2" PL
20.42
7.56 154.37
32.50 5,017
0.00
8.50 1,312
Button C hock
10" 145.00
2.00 290.00
12.00 3,480
0.00
8.50 2,465
D eck W inch, S/P est.
565.00 2.00
1,130.00 6.50
7,345 0.00
8.50
9,605 W inch W ire
1" 100 ft. each 1.85
200.00 370.00
6.50 2,405
0.00
8.50 3,145
H -B itt Bitt Vertical
8" SC
H
80 Pipe 54.74
13.33 729.90
3.00 2,190
0.00
7.63 5,569
Bitt Top C ap
1/2" PL
20.42
0.59 12.03
3.00
0.00
10.93
Bitt H orizontal
6" SC
H
80 Pipe 28.57
4.42 126.19
3.00
0.00
10.18 1,285
Bitt H orizontal C ap
1/2" PL
20.42 0.36
7.36 3.00
0.00
10.18
Structure Plate
5/16" PL
12.76
6.00 76.57
3.00
0.00
6.63
Bracket
1/2" PL
20.42 1.30
26.54 3.00
0.00
6.63
Long'l Plate
1/2" PL
20.42
4.62 94.34
1.16
0.00
7.18
D eck Insert Plate
1/2" PL
20.42
44.04 899.26
7.44 6,691
0.00
8.87 7,972
Bottom D oubler
5/16" PL
12.76 5.58
71.21 3.00
0.00
4.21
R
A
ISED
A
FT PLA
TFR
O
M H inged Alum . D iam ond Plate
1/4" 3.80
160.00 608.00
59.00 35,872
0.00
10.00 6,080
Fram e
1/4" PL
10.21
46.23 471.99
59.00 27,847
0.00
9.94 4,692
Top Side Plate
1/4" PL
10.21 80.68
823.71 60.70
49,999 0.00
10.00
8,237 Side and Aft Plate
1/4" PL
10.21
74.40 759.59
61.46 46,685
0.00
9.25 7,026
Fw d Plate
5/16" PL
12.76
15.23 194.37
55.00 10,690
0.00
9.44 1,835
"C E
SW
T
T U
L
SA
T O
W B
O A
T
D
EC
K
FITTIN
G S
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
W B
S
IT
E M
S D
E
SC
R
IPT
IO
N
Q uantity
W eight
C . G
. FR
O
M M
S C
. G
. FR
O M
C L
C . G
. A B
O V
E B
L
Brackets, Aft
5/16" PL
12.76 7.56
96.48 63.90
6,165 0.00
9.21
Brackets, Side
5/16" PL
12.76
20.64 263.41
60.00 15,804
0.00
9.24 2,434
Step est.
50.00 1.00
50.00 54.50
2,725 0.00
9.50
TO
TAL
9,084.06 279,169
80,432
9,084.06 279,169
80,432
W elding & M illage 2.50%
227.10 6,979
2,011
M argin
5.00% 465.56
14,307
4,122
TO
TAL
9,776.72
300,455
86,564
LT
4.36
LC
G 30.73
TC
G
0.00
VC
8.85
R
IN
E D
E
SIG
N C
E N
T E
R 100 Penn Square E ast, R oom
630 South M
D C
PR
O
J:
D A
T E
M ar., 2022
Philadelphia, PA 19107
B Y
W
JL
R
E V
U nit
W eight
LEV
ER
LO
N
G 'L
LEV
ER
TR
A
N
SV
LEV
ER
V
ER
TIC
A L
Vary Vary
Pounds Feet, + aft
M O
M
EN
TS
Feet, + stbd
M O
M
EN
TS
Feet
M O
M
EN
TS
M
A
IN
D
EC
K R
A
ILIN
G Vertical Pipe
1 1/2" SC
H
2.72
25.00 67.95
32.50 2,208
0.00
10.50
R em ovable H andrail Stanchion
1 1/2" R ound Bar x 6"
3.01 21.00
63.15 32.50
2,052 0.00
10.50
C hain R ailing w
/hook, est.
3/8" SSL
50.00 1.00
50.00 32.50
1,625 0.00
10.50
U
PPER
D
EC
K
Pipe
1 1/2" SC
H
2.72 449.00
1,220.38 27.00
32,950 0.00
18.25
22,272 R em ovable H andrail Stanchion 1 1/2" R ound Bar x 6" 3.01
14.00 42.10
27.00 1,137
0.00
18.25
H
A
LF D
K
PILO
T H
O U
SE
Pipe incl. Stairs
1 1/2" SC
H
2.72
387.00 1,051.87
22.00 23,141
0.00
28.50 29,978
Base Pipe 1 1/2" R ound Bar x 6" 3.01
14.00 42.10
22.00
0.00
28.50 1,200
PILO
T H O
U
SE G
R A
TIN
alvanized Bar G rating
1" x 3/16" Bearing Bars 7.35
77.87 572.34
13.00 7,440
0.00
28.50 16,312
Fram es, 3" FB
5/16" PL
12.76
55.88 713.08
13.00 9,270
0.00
28.50 20,323
Fram es
5/16" PL
12.76
27.00 344.57
13.00 4,479
0.00
28.50 9,820
C
A
TW
A
LK
G R
A rating 1" x 3/16" Bearing Bars
7.35 50.88
373.97 5.50
2,057 0.00
15.75
5,890 Fram es, 3" FB
1/4" PL
10.21 10.88
111.03 5.50
0.00
15.75
1,749 Fram es L3"x3"x1/4"
4.90 26.46
129.65 5.50
0.00
15.75
2,042 C oam ing, 8"
1/4" PL
10.21
25.33 258.64
5.50 1,423
0.00
15.75 4,074
EN
G
IN
E R O
O M
G R
A rating 1" x 3/16" Bearing Bars
7.35 51.73
380.22 38.25
14,543 1.50
8.50
3,232 Fram es C
8x11.5 11.50
35.80 411.70
38.25 15,748
1.50
8.50 3,499
Fram es
L4"x3"x1/4" 5.80
21.60 125.28
38.25 4,792
1.50
8.50 1,065
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C . G
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LEV
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Pounds Feet, + aft
M O
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M O
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M O
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C . G
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C oam ing, 4"
1/4" PL
10.21 29.00
296.08 38.25
11,325 1.50
8.50
2,517
TO
TAL
6,254.10 136,441
126,642
6,254.10 136,441
126,642
W elding & M illage 2.50%
156.35 3,411
3,166
M argin
5.00% 320.52
6,993
6,490
TO
TAL
6,730.98
146,844
136,298
LT
3.00
LC
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B Y
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W eight
LEV
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LO
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LEV
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SV
LEV
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Vary Vary
Pounds Feet, + aft
M O
M
EN
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Feet, + stbd
M O
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EN
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M O
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EN
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M
A
IN
D
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FW
D
EXT IN
C
LIN
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1 1/2 SC
H
2.72 127.00
345.44 11.25
3,886 0.00
12.50
4,318 G alvanized G rating
30" x 9 3/4" 7.35
18.28 134.37
11.25 1,512
0.00
12.50 1,680
Step G uard
C 8" x 11.5
11.50 20.50
235.75 11.25
2,652 0.00
12.50
2,947 M isc.
est.
50.00 1.00
50.00 11.25
0.00
12.50
M
A
IN
D
EC
K A
FT EXT IN
C
LIN
E
R ailing
1 1/2 SC
H
2.72
127.00 345.44
51.00 17,617
0.00
12.50 4,318
G alvanized G rating 30" x 9 3/4"
7.35 18.28
134.37 51.00
6,853 0.00
12.50
1,680 Step G uard C
8" x 11.5 11.50
20.50 235.75
51.00 12,023
0.00
12.50 2,947
M isc.
est.
50.00
1.00 50.00
51.00 2,550
0.00
12.50
U
PPER
D
EC
K
EXT IN
C
LIN
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R ailing
1 1/2 SC
H
2.72
127.00 345.44
32.19 11,120
0.00
21.50 7,427
G alvanized G rating 30" x 9 3/4"
7.35 18.28
134.37 32.19
4,325 0.00
21.50
2,889 Step G uard C
8" x 11.5 11.50
20.50 235.75
32.19 7,589
0.00
21.50 5,069
M isc.
est.
50.00
1.00 50.00
32.19 1,610
0.00
21.50 1,075
PILO
T H U
S EXT IN
C
LIN
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R ailing
W
BS 425
G alvanized G rating 30" x 9 3/4"
7.35 18.28
134.37 23.65
3,178 0.00
26.50
3,561 Step G uard C
8" x 11.5 11.50
20.50 235.75
23.65 5,575
0.00
26.50 6,247
M isc.
est.
30.00
1.00 30.00
23.65
0.00
26.50
EN
G
IN
E R O
O M
IN
T IN
C
LIN
E R ailing
1 1/2 SC
H
2.72 127.00
345.44 32.75
11,313 1.50
5.50
1,900 G alvanized G rating
30" x 9 3/4" 7.35
18.28 134.37
32.75 4,401
1.50
5.50
Step G uard
C 8" x 11.5
11.50 20.50
235.75 32.75
7,721 1.50
5.50
1,297
"C E
SW
T
T U
L
SA
T O
W B
O A
T
VER
TIC
AL &
IN
C
LIN
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W B
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Q uantity
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C . G
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LEV
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LO
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G 'L
LEV
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TR
A
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SV
LEV
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V
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A L
Vary Vary
Pounds Feet, +…
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