Amend 1.pdf

PDF 16 MB Posted Aug 4, 2011

Attached to: CRANE BARGE
Solicitation number: W912BU-11-B-0021
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amendment 1 - To be attached to Bid Package.

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File	Type	Posted
AbstractOfOfferors.pdf	PDF	Sep 15, 2011
Amendment 6.pdf	PDF	Aug 29, 2011
Amendment P0005.pdf	PDF	Aug 26, 2011
Solicitation W912BU-11-B-0021 Crane Barge page 2.pdf	PDF	Aug 26, 2011
amendment 4.pdf	PDF	Aug 24, 2011
Amendment 3.pdf	PDF	Aug 17, 2011
Amenment 2	—	Aug 8, 2011
amend 2.pdf	PDF	Aug 5, 2011
Corrected Drawings Package.pdf	PDF	Aug 2, 2011
Solicitation W912BU-11-B-0021 Crane Barge.pdf	PDF	Aug 1, 2011

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US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC ROBERT R. HILTON

E5CTSRH9

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W25PHS11875233

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Add Correct Draw ings to Solicitation

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 04-Aug-2011

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BU-11-B-0021

X 9B. DATED (SEE ITEM 11)

29-Jul-2011

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Aug-2011

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912BU

FACILITY CODECODE

EMAIL:TEL:

W912BU-11-B-0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Corrected Drawings have been added as pdf. Attachment Document after amendment.

(End of Summary of Changes)

USACE

Crane Barge

Job 066-01-005 Rev. 1 5/2/2011

Updated ABS Sect Principal Characteristics LOA (ft) 120 Beam (ft) 40 Depth (ft) 8 WT BHD Stiffeners are attached p (ref section 3-2-2/7.7) uniform dk load psf 2000 7.7 p (ref section 3-2-2/7.7) rake dk load psf 5000 7.7 h (ref section 3-2-2/7.7) p/45 ft 44.44 7.7 h (ref section 3-2-2/7.7) p/45 ft 111.11 8.7 s ord dk beam spacing inches 24 7.7 s side ord frame spacingmember spacing 18 7.9 s bottom ord frame spacing 24 7.9 s CL BHD longl frame spacing 0 7.9

ABS Sect page Formula c h (ft) s (in or

ft) l (ft) r (in) A(in^2) Wa (LT) b(ft) h (ft) W (LT) t reqd

req'd sm or t chosen t, min lbs/ft shape only comments

SHELL PLATING in SHELL PLATING Bottom Shell not rake ends 3-2-2/17.1 56 .000825L +0.007s-0.02 24.00 0.25 0.375 0.2 15.3 Bottom Shell Bottom Shell (Bhd Rules) rake ends 3-2-2/15.3.1 54 [s*sqrt(h)/525] +0.04 111.1 24.00 0.522 0.75 0.18 30.8 +4ft for Reinforcement B Bottom Shell (Bhd Rules) Side Shell 3-2-2/17.3 56 .000825L +0.007s - 0.04 18.00 0.19 0.375 0.2 15.3 Side Shell DECK PLATING in DECK PLATING Deck Plating min thickness 3-2-2/7.1 52 .01" / inch of beam spacing 24.00 0.24 0.75 Deck Plating min thickness ORDINARY FRAMES ft ORDINARY FRAMES btwn rake ends

Long'l DK Frames w/ deck load attached tsnv 3-2-2/9 53 0.0041chsl^2 0.70 44.4 2.00 6.00 9.17 13.3 12.3 6x4x15.3# 30t Long'l DK Frames attached tsnv truss fig 6

Long'l DK Frames attached tsnv 3-2-2/9 53 0.0041chsl^2 0.70 16.0 2.00 6.00 3.31 5.8 8.5 4x3x15.3# +4ft for Reinforcement B Long'l DK Frames attached tsnv truss fig 6

Long'l Side Frames attached tsnv 3-2-2/9 53 0.0041chsl^2 1.08 12.0 1.50 6.00 2.87 5.8 8.5 4x3x15.3# +4ft for Reinforcement B Long'l Side Frames attached tsnv truss fig 6

Long'l Bottom Frames attached tsnv 3-2-2/9 53 0.0041chsl^2 1.08 12.0 2.00 6.00 3.83 5.8 8.5 4x3x15.3# +4ft for Reinforcement B Long'l Bottom Frames attached tsnv truss fig 6

ORDINARY FRAMES rake ends ft ORDINARY FRAMES rake ends Long'l Bottom Frames attached tsnv, rake ends 3-2-2/9 53 0.0041chsl^2 1.28 111.1 2.00 4.00 18.66 25.6 20.4 8x4x20.4# angle +4ft for Reinfor longl bottom frs on 30.8 # pl Long'l Bottom Frames attached tsnv, rake ends 3-2-2/9 53 0.0041chsl^2 1.28 111.1 2.00 4.50 23.61 25.6 20.4 8x4x20.4# angle +4ft for Reinfor longl bottom frs 53-56 on 30.8 # pl

Long'l Side Frames attached tsnv 3-2-2/9 53 0.0041chsl^2 1.00 44.4 1.50 4.00 4.37 5.8 8.5 4x3x15.3# +4ft for Reinforcement B

Long'l Deck Frames attached tsnv, rake ends 3-2-2/9 53 0.0041chsl^2 1.75 44.4 2.00 4.00 10.19 13.3 12.3 6x4x15.3# ang 30t +4ft for Reinf longl deck frames on 30.8 # pl STANCHIONS ft STANCHIONS between rake ends Permissable Load Wa, mn dk w/ dk load 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 5.00 2.03 10.3 71.90 35 W8 x 35# Permissable Load Wa, mn dk Diagonal Stanchion 3-2-2/11.5 54 Astanchion * .5 5.15 5.25 17.9 7x4x1/2 L

Calculated load W mn dk w/ dk load 3-2-2/11.3.2 54 0.03*b*h*s 8.00 6 44.4 63.936 Calculated load W mn dk Permissable Load Wa, mn dk FR 50 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 6.33 1.84 6.112 40.60 20.78 5" Sch 80 Permissable Load Wa, mn dk Calculated load W mn dk FR 50 3-2-2/11.3.2 54 0.03*b*h*s 20.00 6 8 28.8 Calculated load W mn dk Permissable Load Wa, aft rake 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 4.67 2.22 12.05 85.59 12.3 6x4x3/8" L and 3/8" BHD Permissable Load Wa, mn dk Calculated load W aft rake 3-2-2/11.3.2 54 0.03*b*h*s 4.00 5 111.11 66.666 Calculated load W mn dk Permissable Load Wa, fwd rake 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 4.00 2.03 10.30 73.65 35 W8x35# Permissable Load Wa, mn dk Diagonal Stanchion 3-2-2/11.5 54 Astanchion * .5 5.15 5.25 17.9 7x4x1/2 L

Calculated load W fwd rake 3-2-2/11.3.2 54 0.03*b*h*s 4.00 4 111.11 53.3328 Calculated load W mn dk WEB FRAMES ft WEB FRAMES between rake ends Main Deck w/ deck load 3-2-2/13 54 0.0041chsl^2 0.70 44.4 6.00 8.00 48.93 50.11 29.75 12x6x20.4# flg pl 30t main deck SM Main Deck (FR 50) 3-2-2/13 54 0.0041chsl^2 0.70 12.0 6.00 14.00 40.50 43.61 23.75 12x7x15.3# flg pl main deck SM Bottom Shell (FR 50) 3-2-2/13 54 0.0041chsl^2 1.00 8.0 6.00 14.00 38.57 43.61 23.75 12x7x15.3# flg pl bottom shell

Bottom Shell 3-2-2/13 54 0.0041chsl^2 1.00 12.0 6.00 8.00 18.89 22.7 17.37 10x4x15.3# flg pl 30t +4ft for Reinforcement B bottom shell

Bottom Shell w/ rake load (FR 6) 3-2-2/13 54 0.0041chsl^2 1.00 111.1 4.00 4.00 29.15 54.37 29.75 12x6x20.4# flg pl 30t bottom shell

Side Shell 3-2-2/13 54 0.0041chsl^2 1.00 12.0 6.00 8.00 18.89 22.7 17.37 10x4x15.3# flg pl 30t +4ft for Reinforcement B side shell

BULKHEADS DEEP TANKS in BULKHEADS DEEP TANKS Plating 3-2-2/15.1.1 55 [s*sqrt(h)/460] +0.07 8.0 24.00 0.199 0.375 0.2 15.3# Plating WT BHDS in WT BHDS Plating 3-2-2/15.3.1 55 [s*sqrt(h)/525] +0.04 8.0 18.00 0.137 0.375 0.18 Plating STANCHIONS as bulkheads ft STANCHIONS as bulkheads Permissable Load Wa, mn dk 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 6.00 2.03 10.3 70.15 35 W8 x 35# Permissable Load Wa, mn dk Calculated load W mn dk 3-2-2/11.3.2 54 0.03*b*h*s 6.00 6 44 47.52 Calculated load W mn dk STANCHIONS as towknee support ft STANCHIONS as bulkheads Permissable Load Wa per support (2 per towknee) 3-2-2/11.3.1 54 (7.83-((0.345*l)/r)))*A 7.00 0.872 5.25 26.57 17.9 7x4x20.4# L Permissable Load Wa Calculated load W, at tow knee/ 2 stanchions 3-2-2/11.3.2 54 3000SHP*20#/SHP/2 13.40 Calculated load W at tow knee

ABS "Steel Vessels, Rivers" 2007, Part 3, Chapter 2, Section 2, "Dry Cargo Barges"

Rolls-Royce Naval Marine Inc.

USACE

Crane Barge

Job 066-01-005 Rev. 1 5/2/2011

Updated ABS Sect Principal Characteristics LOA (ft) 120 Beam (ft) 40 Depth (ft) 8 WT BHD Stiffeners are attached h (ref section 3-2-2/7.7) p/45 ft 44.44 7.7 Aft Deck Strucuture Only, Aft Frame 47 p (ref section 3-2-2/7.7) uniform dk load psf 2000 7.7 use towboat section for deck scantlings s ord dk beam spacing inches 24 7.7 s CL BHD longl frame spacing 0 7.9

ABS Sect page Formula c h s (in or

ft) l (ft) r (in) A(in^2) Wa (LT) b(ft) h (ft) W (LT) t reqd

req'd sm or t chosen t, min wt/ft # shape only comments

DECK PLATING in DECK PLATING Deck Plating min thickness 3-2-4/7.1 66 .01" / inch of beam spacing 24.00 0.24 0.375 Deck Plating min thickness ORDINARY FRAMES ft ORDINARY FRAMES

Long'l DK Frames 3-2-4/9 67 0.0041chsl^2 1.00 8.4 2.00 6.00 2.48 5.8 4x3x15.3# angle 60t +4ft for Reinforcement B Long'l DK Frames

STANCHIONS ft STANCHIONS Permissable Load Wa, mn dk 3-2-2/11.3.1 68 (7.83-((0.345*l)/r)))*A 6.00 2.02 9.13 62.13 W8 x 31# Permissable Load Wa, mn dk Calculated load W mn dk 3-2-2/11.3.2 68 0.03*b*h*s 6.00 12 4.4 9.504 Calculated load W mn dk BULKHEADS DEEP TANKS in/ft BULKHEADS DEEP TANKS Plating 3-2-2/15.1.1 69 [s*sqrt(h)/460] +0.07 8.0 24.00 0.199 0.375 0.2 15.3# Plating Stiffeners 3-2-2/15.1.2 69 0.0041chsl^2 1.00 8.0 2.00 6.00 2.36 5.8 4x3x15.3# angle 60t Stiffeners WT BHDS in/ft WT BHDS Plating 3-2-2/15.3.1 69 [s*sqrt(h)/525] +0.04 8.0 24.00 0.169 0.375 0.18 15.3# Plating Stiffeners 3-2-2/15.3.2 70 0.0041chsl^2 0.46 8.0 2.00 6.00 1.09 5.8 4x3x15.3# angle 60t Stiffeners

ABS "Steel Vessels, Rivers" 2007, Part 3, Chapter 2, Section 2, "Dry Cargo Barges"

Rolls-Royce Naval Marine Inc. 3 e5mdcjbf Line e5mdcjbf Line e5mdcjbf Oval e5mdcjbf Callout

5/8" PLATE

e5mdcjbf Callout

5/8" PLATE

TANK BOTTOM STRUCTURE

8" PL REMOVED FOR CLARITY

NOT EXPANDED

300 STRUCTURAL Weight Name Unit Type

Unit Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

305 Scantling Plans Bottom Rake Ends

8x4x20.4# FR 2-6 LF 19.55 167.165 3268.08 1.46 2.5 8 0 3.65 11.67 0.00

8x4x20.4# FR 56-58 LF 19.55 90.82 1775.53 0.79 3 114 0 2.38 90.36 0.00

12x4x20.4# FR 53-56 LF 26.35 98.167 2586.70 1.15 2.46 109 0 2.84 125.87 0.00

Rake Diagonals

7x4x20.4# AFT Rake FR 56-58 LF 17.9 25.94 464.33 0.21 5 114 0 1.04 23.63 0.00

7x4x20.4# FWD Rake FR 2-4 LF 17.9 29.167 522.09 0.23 5 6 0 1.17 1.40 0.00

7x4x20.4# FWD Rake FR 4-6 LF 17.9 4.33 77.51 0.03 4.33 10 0 0.15 0.35 0.00

7x4x20.4# AFT Rake FR 53-56 LF 17.9 7.5 134.25 0.06 4.167 109 0 0.25 6.53 #REF!

306 Structural Details Stanchions WF8 x 35#

Fr 6 (P&S) LF 35 36.55 1279.25 0.57 3.906 12 0.3 2.23 6.85 0.17

Fr 11 (P&S) LF 35 25.4 889.00 0.40 3.42 22 -0.3 1.36 8.73 -0.12

Fr 17 (P&S) LF 35 36.7 1284.50 0.57 3.42 34 -0.3 1.96 19.50 -0.17

Fr 38 (P&S) LF 35 15.25 533.75 0.24 3.5 76 -0.3 0.83 18.11 -0.07

Fr 50 5" Sch 80 LF 20.78 6.33 131.54 0.06 4 100 0 0.23 5.87 0.00

307 Shell Plating Bottom Plate 3/8" SF 15.3 3300 50490.00 22.54 0 60 0 0.00 1352.41 0.00 minus insert at FR 26 for Crane SF 15.3 -64 -979.20 -0.44 0 52 0 0.00 -22.73 0.00

1" Insert for Crane SF 40.8 64 2611.20 1.17 0 52 0 0.00 60.62 0.00

Rake Bottom Fwd 3/4" SF 30.6 589.68 18044.21 8.06 2.375 8 0 19.13 64.44 0.00

Rake Bottom Aft 3/4" SF 30.6 619.96 18970.78 8.47 2.425 113 0 20.54 957.01 0.00

Deck Plate Fr 0-41 3/4" SF 30.6 3198 97859 43.69 7 41 0 305.81 1791.17 0.00

Deck Plate Fr 41-47 3/8" SF 15.3 468 7160 3.20 7 88 0 22.38 281.30 0.00

Deck Plate Fr 47-60 3/8" SF 15.3 1014 15514.20 6.93 8 107 0 55.41 741.08 0.00

Side Plating (P&S) FR 0-47 SF 15.3 1246.5 19071.45 8.51 3.6 90 0 30.65 766.26 0.00

Side Plating (P&S) FR 47-60 SF 15.3 350.6 5364.18 2.39 5 106 0 11.97 253.84 0.00

Fwd Rake 3/8" SF 15.3 120.4 1842.12 0.82 4.33 10.67 0 3.56 8.77 0.00

Fwd Fr 7-47 3/8" SF 15.3 800 12240.00 5.46 3.5 54 0 19.13 295.07 0.00

Aft 47-52 3/8" SF 15.3 65 994.50 0.44 4.25 99 0 1.89 43.95 0.00

Aft Rake 3/8" SF 15.3 166.75 2551.28 1.14 5.33 107.33 0 6.07 122.24 0.00

Cove Bottom 12" radius 1/2" SF 20.4 276.46 5639.78 2.52 0.5 60 0 1.26 151.07 0.00

Cove Side 6" radius 3/8" SF 15.3 188.5 2884.05 1.29 6.25 60 0 8.05 77.25 0.00

309 Transverse Structure FR 2, 59 0.00

FR 4 SF 15.3 199.34 3049.90 1.36 4.5 8 0 6.13 10.89 0.00

BHD Stiffners 6x4x15.3# LF 12.75 32.895 419.41 0.19 4.5 8 0 0.84 1.50 0.00 minus deck scantlings cutouts SF 15.3 -3.989 -61.03 -0.03 6.65 8 0 -0.18 -0.22 0.00 minus bottom scantlings cutouts SF 15.3 -5.234 -80.08 -0.04 2.444 8 0 -0.09 -0.29 0.00 minus side shell scantlings cutouts SF 15.3 -0.724 -11.08 0.00 4.5 8 0 -0.02 -0.04 0.00 minus circular cutouts SF 15.3 0.00 0.00 4.5 8 0 0.00 0.00 0.00

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

0.00 0.00 0.00 0.00 0.00

FR 6 0.00 0.00 0.00 0.00 0.00

Deck Flange 12x6x15.3 LF 22.95 39 895.05 0.40 6.333 12 0 2.53 4.79 0.00 minus deck scantlings cutouts SF 15.3 -4.636 -70.93 -0.03 6.125 12 0 -0.19 -0.38 0.00

Bottom Flange 16x4x15.3 LF 25.5 39 994.50 0.44 1.3 12 0 0.58 5.33 0.00

Side Shell Flange 12x6x15.3 LF 22.95 6.479 148.69 0.07 3.764 12 0 0.25 0.80 0.00 minus side shell scantlings cutouts SF 15.3 -0.484 -7.41 0.00 3.764 12 0 -0.01 -0.04 0.00

FR 8 WT BHD SF 15.3 277.616 4247.52 1.90 3.5 16 0 6.64 30.34 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 107.2 956.76 0.43 3.5 16 0 1.49 6.83 0.00

FR 14 WT BHD SF 15.3 277.616 4247.52 1.90 3.5 28 0 6.64 53.09 0.00

WT BHD scantlings SF 8.925 107.2 956.76 0.43 3.5 28 0 1.49 11.96 0.00

WT Door Cutout Port Side SF 15.3 -9.771 -149.50 -0.07 3.5 28 -14 -0.23 -1.87 0.93

FR 52 WT BHD SF 15.3 259.14 3964.84 1.77 3.25 104 0 5.75 184.08 0.00

WT BHD scantlings SF 8.925 107.2 956.76 0.43 3.25 104 0 1.39 44.42 0.00

FR 11

Plate SF 15.3 47.575 727.90 0.32 3.5 22 0 1.14 7.15 0.00

Bottom flange plate 10x4x15.3 LF 17.85 33.5 597.98 0.27 0.5 22 0 0.13 5.87 0.00

Deck flange plate 10x4x15.3 LF 17.85 33.5 597.98 0.27 6.5 22 0 1.74 5.87 0.00 minus door cutout SF 15.3 -11.468 -175.46 -0.08 3.5 22 0 -0.27 -1.72 0.00 minus deck scantlings cutouts SF 15.3 -4.218 -64.54 -0.03 6.75 22 0 -0.19 -0.63 0.00 minus side shell scantlings cutouts SF 15.3 -1.21 -18.51 -0.01 4 22 0 -0.03 -0.18 0.00 minus bottom shell scantlings cutouts SF 15.3 -2.299 -35.17 -0.02 0.25 22 0 0.00 -0.35 0.00

FR 17

Plate SF 15.3 46.5 711.45 0.32 3.5 34 0 1.11 10.80 0.00

Deck flange plate 12x6x15.3 LF 22.95 33.9375 778.87 0.35 6.5 34 0 2.26 11.82 0.00

Bottom flange plate 10x4x15.3 LF 17.85 33.9375 605.78 0.27 0.5 34 0 0.14 9.19 0.00

4x3x15.3 vertical scantling LF 8.925 12 107.10 0.05 3.5 34 0 0.17 1.63 0.00

Stanchions WF8x35 LF 35 25.41 889.35 0.40 3.5 34 0 1.39 13.50 0.00

Diagonal Stanchions 7x4x20.4 LF 18.7 24.92 466.00 0.21 3.5 34 0 0.73 7.07 0.00 minus deck scantlings cutouts SF 15.3 -4.218 -64.54 -0.03 6.75 34 0 -0.19 -0.98 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 4 34 0 -0.03 -0.22 0.00 minus bottom shell scantlings cutouts SF 15.3 -2.299 -35.17 -0.02 0.25 34 0 0.00 -0.53 0.00

FR 35

BHD Plate SF 15.3 278.083 4254.67 1.90 3.5 70 0 6.65 132.96 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 102 910.35 0.41 3.416 70 0 1.39 28.45 0.00 minus cutout SF 15.3 -19.542 -298.99 -0.13 3.359 70 0 -0.45 -9.34 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 3.5 70 0 -0.02 -0.46 0.00

FR 38

Plate SF 15.3 46.5 711.45 0.32 3.5 76 0 1.11 24.14 0.00

Deck flange plate 12x6x15.3 LF 22.95 33.9375 778.87 0.35 6.5 76 0 2.26 26.43 0.00

Bottom flange plate 10x4x15.3 LF 17.85 33.9375 605.78 0.27 0.5 76 0 0.14 20.55 0.00

4x3x15.3 vertical scantling LF 8.925 12 107.10 0.05 3.5 76 0 0.17 3.63 0.00

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

Stanchions WF8x35 LF 35 25.41 889.35 0.40 3.5 76 0 1.39 30.17 0.00

Diagonal Stanchions 7x4x20.4 LF 18.7 24.92 466.00 0.21 3.5 76 0 0.73 15.81 0.00 minus deck scantlings cutouts SF 15.3 -4.218 -64.54 -0.03 6.75 76 0 -0.19 -2.19 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 4 76 0 -0.03 -0.50 0.00 minus bottom shell scantlings cutouts SF 15.3 -2.299 -35.17 -0.02 0.25 76 0 0.00 -1.19 0.00

FR 50

BHD Plate SF 15.3 15 229.50 0.10 4 100 0 0.41 10.25 0.00

Bottom 12x7x15.3# LF 23.75 38.577 916.20 0.41 0.605 100 0 0.25 40.90 0.00

Deck 12x7x15.3# LF 23.75 38.577 916.20 0.41 7.395 100 0 3.02 40.90 0.00 minus deck scantlings cutouts SF 15.3 -4.218 -64.54 -0.03 6.125 100 0 -0.18 -2.88 0.00 minus side shell scantlings cutouts SF 15.3 -1.21 -18.51 -0.01 3.334 100 0 -0.03 -0.83 0.00 minus bottom shell scantlings cutouts SF 15.3 -2.299 -35.17 -0.02 0.25 100 0 0.00 -1.57 0.00

FR 20 IWO DO TK

BHD plate SF 15.3 278.963 4268.13 1.91 3.5 40 0 6.67 76.22 0.00 cutout SF 15.3 -19.542 -298.99 -0.13 3.37 40 0 -0.45 -5.34 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 66.75 595.74 0.27 3.5 40 0 0.93 10.64 0.00

FR 32 IWO DO TK

BHD plate SF 15.3 278.963 4268.13 1.91 3.5 64 0 6.67 121.95 0.00 cutout SF 15.3 -19.542 -298.99 -0.13 3.37 64 0 -0.45 -8.54 0.00

WT BHD scantlings 4x3x15.3 SF 8.925 66.75 595.74 0.27 3.5 64 0 0.93 17.02 0.00

FR 23 SWASH BHD IWO DO TK

BHD plate SF 15.3 224.785 3439.21 1.54 3.5 46 0 5.37 70.63 0.00

Deck flange plate 10x4x15.3 LF 17.85 7.9375 141.68 0.06 6.5 46 0 0.41 2.91 0.00

Bottom flange plate 10x4x15.3 LF 17.85 7.9375 141.68 0.06 0.5 46 0 0.03 2.91 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 43.8 390.92 0.17 3.5 46 0 0.61 8.03 0.00 minus cutout SF 15.3 -11.5 -175.95 -0.08 3.23 46 0 -0.25 -3.61 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 3.725 46 0 -0.02 -0.30 0.00 minus tank cutouts SF 15.3 -18.85 -288.41 -0.13 5.2 46 0 -0.67 -5.92 0.00

FR 26 Crane CL

BHD plate SF 15.3 223.67 3422.15 1.53 3.5 46 0 5.35 70.28 0.00

FR 29 SWASH BHD IWO DO TK

BHD plate SF 15.3 224.785 3439.21 1.54 3.5 46 0 5.37 70.63 0.00

Deck flange plate 10x4x15.3 LF 17.85 7.9375 141.68 0.06 6.5 46 0 0.41 2.91 0.00

Bottom flange plate 10x4x15.3 LF 17.85 7.9375 141.68 0.06 0.5 46 0 0.03 2.91 0.00

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

FR 41

BHD plate SF 15.3 279.944 4283.14 1.91 3.5 82 0 6.69 156.79 0.00

WT BHD Door scantlings 4x3x15.3 LF 8.925 41.31 368.69 0.16 3.5 82 0 0.58 13.50 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 54.75 488.64 0.22 3.5 82 0 0.76 17.89 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 3.5 82 0 -0.02 -0.54 0.00 minus deck scantlings cutouts SF 15.3 -0.889 -13.60 -0.01 6.65 82 0 -0.04 -0.50 0.00 minus bottom scantlings cutouts SF 15.3 -0.484 -7.41 0.00 0.15 82 0 0.00 -0.27 0.00

FR 44

BHD plate SF 15.3 279.944 4283.14 1.91 3.5 88 0 6.69 168.27 0.00

WT BHD Door scantlings 4x3x15.3 LF 8.925 27.333 243.95 0.11 3.5 88 0 0.38 9.58 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 54.75 488.64 0.22 3.5 88 0 0.76 19.20 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 3.5 88 0 -0.02 -0.58 0.00 minus deck scantlings cutouts SF 15.3 -0.889 -13.60 -0.01 6.65 88 0 -0.04 -0.53 0.00 minus bottom scantlings cutouts SF 15.3 -0.484 -7.41 0.00 0.15 88 0 0.00 -0.29 0.00 minus tank cutouts SF 15.3 -24.646 -377.08 -0.17 3.977 88 0 -0.67 -14.81 0.00

FR 47 WT BHD

BHD plate SF 15.3 279.944 4283.14 1.91 3.5 94 0 6.69 179.74 0.00

WT BHD Door scantlings 4x3x15.3 LF 8.925 27.333 243.95 0.11 3.5 94 0 0.38 10.24 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 84 749.70 0.33 3.5 94 0 1.17 31.46 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 3.5 94 0 -0.02 -0.62 0.00 minus deck scantlings cutouts SF 15.3 -0.889 -13.60 -0.01 6.65 94 0 -0.04 -0.57 0.00 minus bottom scantlings cutouts SF 15.3 -0.484 -7.41 0.00 0.15 94 0 0.00 -0.31 0.00

FR 53 WT BHD

FR 53 WT BHD SF 15.3 319.924 4894.84 2.19 4 106 0 8.74 231.63 0.00

WT BHD scantlings 4x3x15.3 LF 8.925 133 1187.03 0.53 4 106 0 2.12 56.17 0.00

FR 56

BHD Plate SF 15.3 239.95 3671.24 1.64 5 112 0 8.19 183.56 0.00 minus cutouts SF 15.3 -40.17 -614.60 -0.27 5 112 0 -1.37 -30.73 0.00

6x4x15.3# scantlings LF 12.75 43.6 555.90 0.25 5 112 0 1.24 27.80 0.00 minus side shell scantlings cutouts SF 15.3 -0.968 -14.81 -0.01 4.99 112 0 -0.03 -0.74 0.00 minus deck scantlings cutouts SF 15.3 -4.218 -64.54 -0.03 7.65 112 0 -0.22 -3.23 0.00

Headlog FWD

C15x50 LF 50 40 2000.00 0.89 5.547 0 0 4.95 0.00 0.00

Shell Plating SF 25.5 115 2932.50 1.31 5.547 0 0 7.26 0.00 0.00

Headlog AFT

C15x50 LF 50 80 4000.00 1.79 6.482 120 0 11.58 214.29 0.00

Shell Plating SF 25.5 180 4590.00 2.05 6.482 120 0 13.28 245.89 0.00

311 Longitudinal Structure Deck Scantlings 3/8" 0.00

6x4x15.3 18' of CL FR 2-47 (P&S) LF 12.75 180 2295.00 1.02 6.656 49 0 6.82 50.20 0.00

6x4x15.3 18' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

6x4x15.3 16' of CL FR 2-20 (P&S) LF 12.75 72 918.00 0.41 6.656 22 0 2.73 9.02 0.00

6x4x15.3 16' of CL FR 32-47 (P&S) LF 12.75 60 765.00 0.34 6.656 79 0 2.27 26.98 0.00

6x4x15.3 16' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 14' of CL FR 2-41 (P&S) LF 12.75 156 1989.00 0.89 6.656 43 0 5.91 38.18 0.00

6x4x15.3 14' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 12' of CL FR 2-47 (P&S) LF 12.75 180 2295.00 1.02 6.656 49 0 6.82 50.20 0.00

6x4x15.3 12' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 10' of CL FR 2-20 (P&S) LF 12.75 72 918.00 0.41 6.656 22 0 2.73 9.02 0.00

6x4x15.3 10' of CL FR 32-47 (P&S) LF 12.75 60 765.00 0.34 6.656 79 0 2.27 26.98 0.00

6x4x15.3 10' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 8' of CL FR 2-41 (P&S) LF 12.75 156 1989.00 0.89 6.656 43 0 5.91 38.18 0.00

6x4x15.3 8' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 6' of CL FR 2-47 (P&S) LF 12.75 180 2295.00 1.02 6.656 49 0 6.82 50.20 0.00

6x4x15.3 6' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 4' of CL FR 2-20 (P&S) LF 12.75 72 918.00 0.41 6.656 22 0 2.73 9.02 0.00

6x4x15.3 4' of CL FR 32-47 (P&S) LF 12.75 60 765.00 0.34 6.656 79 0 2.27 26.98 0.00

6x4x15.3 4' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 2' of CL FR 2-47 (P&S) LF 12.75 180 2295.00 1.02 6.656 49 0 6.82 50.20 0.00

6x4x15.3 2' of CL FR 47-58 (P&S) LF 12.75 44 561.00 0.25 7.656 105 0 1.92 26.30 0.00

6x4x15.3 CL FR 2-41 (P&S) LF 12.75 78 994.50 0.44 6.656 43 0 2.96 19.09 0.00

6x4x15.3 CL FR 47-58 (P&S) LF 12.75 22 280.50 0.13 7.656 105 0 0.96 13.15 0.00

Bottom Scantlings 3/8"

4x3x15.3 18' of CL FR 8-47 (P&S) LF 8.925 156 1392.30 0.62 0.232 55 0 0.14 34.19 0.00

4x3x15.3 18' of CL FR 47-53 (P&S) LF 8.925 24 214.20 0.10 0.232 100 0 0.02 9.56 0.00

4x3x15.3 16' of CL FR 8-20 (P&S) LF 8.925 48 428.40 0.19 0.232 28 0 0.04 5.36 0.00

4x3x15.3 16' of CL FR 32-47 (P&S) LF 8.925 60 535.50 0.24 0.232 79 0 0.06 18.89 0.00

4x3x15.3 16' of CL FR 47-53 (P&S) LF 8.925 24 214.20 0.10 0.232 100 0 0.02 9.56 0.00

4x3x15.3 14' of CL FR 8-41 (P&S) LF 8.925 132 1178.10 0.53 0.232 49 0 0.12 25.77 0.00

4x3x15.3 14' of CL FR 47-53 (P&S) LF 8.925 24 214.20 0.10 0.232 100 0 0.02 9.56 0.00

4x3x15.3 12' of CL FR 8-47 (P&S) LF 8.925 156 1392.30 0.62 0.232 55 0 0.14 34.19 0.00

4x3x15.3 12' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 12 0.01 4.78 0.57

12x7x15.3 12' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -12 0.01 6.55 -0.76

4x3x15.3 12' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -12 0.01 2.32 -0.29

4x3x15.3 10' of CL FR 8-20 (P&S) LF 8.925 48 428.40 0.19 0.232 28 0 0.04 5.36 0.00

4x3x15.3 10' of CL FR 32-47 (P&S) LF 8.925 60 535.50 0.24 0.232 79 0 0.06 18.89 0.00

4x3x15.3 10' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 10 0.01 4.78 0.48

12x7x15.3 10' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -10 0.01 6.55 -0.64

4x3x15.3 10' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -10 0.01 2.32 -0.24

4x3x15.3 8' of CL FR 8-41 (P&S) LF 8.925 132 1178.10 0.53 0.232 49 0 0.12 25.77 0.00

4x3x15.3 8' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 8 0.01 4.78 0.38

12x7x15.3 8' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -8 0.01 6.55 -0.51

4x3x15.3 8' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -8 0.01 2.32 -0.19

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

4x3x15.3 6' of CL FR 8-47 (P&S) LF 8.925 156 1392.30 0.62 0.232 55 0 0.14 34.19 0.00

4x3x15.3 6' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 6 0.01 4.78 0.29

12x7x15.3 6' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -6 0.01 6.55 -0.38

4x3x15.3 6' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -6 0.01 2.32 -0.14

4x3x15.3 4' of CL FR 8-20 (P&S) LF 8.925 48 428.40 0.19 0.232 28 0 0.04 5.36 0.00

4x3x15.3 4' of CL FR 32-47 (P&S) LF 8.925 60 535.50 0.24 0.232 79 0 0.06 18.89 0.00

4x3x15.3 4' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 4 0.01 4.78 0.19

12x7x15.3 4' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -4 0.01 6.55 -0.25

4x3x15.3 4' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -4 0.01 2.32 -0.10

4x3x15.3 2' of CL FR 8-47 (P&S) LF 8.925 156 1392.30 0.62 0.232 55 0 0.14 34.19 0.00

4x3x15.3 2' of CL FR 47-53 (S) LF 8.925 12 107.10 0.05 0.232 100 2 0.01 4.78 0.10

12x7x15.3 2' of CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 -2 0.01 6.55 -0.13

4x3x15.3 2' of CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 -2 0.01 2.32 -0.05

4x3x15.3 CL FR 8-41 (P&S) LF 8.925 132 1178.10 0.53 0.232 49 0 0.12 25.77 0.00

12x7x15.3 CL FR 50-53 (P) LF 23.75 6 142.50 0.06 0.232 103 0 0.01 6.55 0.00

4x3x15.3 CL FR 47-50 (P) LF 8.925 6 53.55 0.02 0.232 97 0 0.01 2.32 0.00

Side Shell Scantlings

4x3x15.3# 14" above BL (P&S) LF 8.925 192 1713.60 0.77 1.167 60 0 0.89 45.90 0.00

4x3x15.3# 30'' above BL (P&S) LF 8.925 208 1856.40 0.83 2.5 60 0 2.07 49.73 0.00

4x3x15.3# 46" above BL (P&S) LF 8.925 216 1927.80 0.86 3.833 58 0 3.30 49.92 0.00

4x3x15.3# 62'' above BL (P&S) LF 8.925 216 1927.80 0.86 5.167 58 0 4.45 49.92 0.00

4x3x15.3# 78" above BL (P&S) LF 8.925 36 321.30 0.14 6.5 103 0 0.93 14.77 0.00

FR 2-4

Plate SF 15.3 112.67 1723.85 0.77 5.167 6 0 3.98 4.62 0.00

Circular cutout SF 15.3 -14.922 -228.31 -0.10 5.317 6 0 -0.54 -0.61 0.00

Flange FR 2 SF 15.3 18.753 286.92 0.13 5.5 6 0 0.70 0.77 0.00

Flange FR 4 SF 15.3 28.862 441.59 0.20 3.556 6 0 0.70 1.18 0.00

FR 47-53

Bottom 12x7x15.3 LF 23.75 12 285.00 0.13 0.605 100 0 0.08 12.72 0.00

Deck 12x7x15.3 LF 23.75 12 285.00 0.13 7.395 100 0 0.94 12.72 0.00

FR 58-59.5

Plate SF 15.3 205.439 3143.22 1.40 6.125 117.5 0 8.59 164.88 0.00

Circular cutout SF 15.3 -38.348 -586.72 -0.26 6.125 117.5 0 -1.60 -30.78 0.00

Flange FR 58 SF 15.3 42.655 652.62 0.29 5.745 116 0 1.67 33.80 0.00

Flange FR 59.5 SF 15.3 33.145 507.12 0.23 6.245 119 0 1.41 26.94 0.00

SWASH BHD

CL Fr 41-47 SF 15.3 78 1193.40 0.53 3.25 88 0 1.73 46.88 0.00 minus cutouts SF 15.3 -9.425 -144.20 -0.06 4.288 88 0 -0.28 -5.67 0.00

4x3x15.3 angle LF 8.925 26 232.05 0.10 3.25 88 0 0.34 9.12 0.00

8' off CL Fr 41-47 (P&S) SF 15.3 156 2386.80 1.07 3.25 88 0 3.46 93.77 0.00 minus cutouts SF 15.3 -18.85 -288.41 -0.13 4.288 88 0 -0.55 -11.33 0.00

4x3x15.3 angle LF 8.925 52 464.10 0.21 3.25 88 0 0.67 18.23 0.00

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

14' off CL Fr 41-47 (P&S) SF 15.3 156 2386.80 1.07 3.25 88 0 3.46 93.77 0.00 minus cutouts SF 15.3 -9.42 -144.13 -0.06 1.5 88 0 -0.10 -5.66 0.00

4x3x15.3 angle LF 8.925 52 464.10 0.21 3.25 88 0 0.67 18.23 0.00

4' of CL Fr 20-32 (P&S) SF 15.3 312 4773.60 2.13 3.25 52 0 6.93 110.82 0.00 minus cutouts SF 15.3 -10.07 -154.07 -0.07 1.5 52 0 -0.10 -3.58 0.00

4x3x15.3 angle LF 8.925 104 928.20 0.41 3.25 52 0 1.35 21.55 0.00

16' of CL Fr 20-32 (P&S) SF 15.3 312 4773.60 2.13 3.25 52 0 6.93 110.82 0.00 minus cutouts SF 15.3 -10.07 -154.07 -0.07 1.5 52 0 -0.10 -3.58 0.00

4x3x15.3 angle LF 8.925 104 928.20 0.41 3.25 52 0 1.35 21.55 0.00

10' off CL Fr 20-32 (P&S)

Plate SF 15.3 312 4773.60 2.13 3.25 52 0 6.93 110.82 0.00 minus lower cutouts SF 15.3 -10.07 -154.07 -0.07 1.437 52 0 -0.10 -3.58 0.00 minus upper cutouts SF 15.3 -18.85 -288.41 -0.13 4.28 52 0 -0.55 -6.70 0.00

4x3x15.3 angle LF 8.925 104 928.20 0.41 3.25 52 0 1.35 21.55 0.00 315 Deckhouse

Upper Deck plate 1/4" SF 10.2 622 6344.40 2.83 18 104 0.45 50.98 294.56 1.27

1/4"x4" FB Around Edge LF 3.4 101.27 344.32 0.15 18 104 0.45 2.77 15.99 0.07

FR 47 Fwd House BHD SF 10.2 283.5 2891.70 1.29 13 94 0 16.78 121.35 -0.27 minus 24"x30" openening SF 10.2 -7.4 -75.48 -0.03 13.5 94 8 -0.45 -3.17 0.00

3x3x10.2# angle LF 5.1 111.7 569.67 0.25 13 94 0 3.31 23.91 0.00

FR 50 Partial Stair BHD SF 10.2 141.6 1444.32 0.64 13 100 -7 8.38 64.48 -4.51 minus 30"x80" openening SF 10.2 -16.4 -167.28 -0.07 11.687 100 -11 -0.87 -7.47 0.82

3x3x10.2# angle LF 5.1 65.5 334.05 0.15 13 100 -7 1.94 14.91 -1.04

10x4x15.3 Trans. Beam LF 17.85 12 214.20 0.10 13 100 -7 1.24 9.56 -0.67

FR 53

10x4x15.3 Trans. Beam LF 17.85 27.5 490.88 0.22 17.7 106 0 3.88 23.23 0.00

6x4x15.3 LF 12.75 18.277 233.03 0.10 12.57 106 0 1.31 11.03 0.00

4" Sch 80 Support Pole LF 14.98 9.4 140.81 0.06 12.57 106 0 0.79 6.66 0.00

1/4"x8"x8" Bearing Plate SF 10.2 0.89 9.08 0.00 12.57 106 0 0.05 0.43 0.00

FR 55 House Interior BHD SF 10.2 283.5 2891.70 1.29 13 110 0 16.78 142.00 0.00

3x3x10.2# angle LF 5.1 80 408.00 0.18 13 110 0 2.37 20.04 0.00

FR 57 Fwd House BHD SF 10.2 263 2682.60 1.20 13 114 1 15.57 136.53 -1.21 minus 30"x80" openening SF 10.2 -82 -836.40 -0.37 11.5 114 3.25 -4.29 -42.57 0.50

3x3x10.2# angle vertical LF 5.1 72.6 370.26 0.17 14 114 3 2.31 18.84 0.50

Port BHD 14' off CL SF 10.2 159.6 1627.92 0.73 13 102 -14 9.45 74.13 2.09 minus 30"x80" openening SF 10.2 -32.8 -334.56 -0.15 11.5 102 -14 -1.72 -15.23 -1.59

3x3x10.2# angle vertical LF 5.1 49.8 253.98 0.11 13 102 -14 1.47 11.57 -1.59

3x3x10.2# angle short vertical LF 5.1 4.57 23.31 0.01 16.8 102 -14 0.17 1.06 -0.15

3x3x10.2# angle horizontal LF 5.1 7.95 40.55 0.02 15.7 102 -14 0.28 1.85 -0.25

Weight

(lbs) Quantity of

Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft) Notes

Partial Port Stair BHD on CL SF 10.2 60.1 613.02 0.27 13 97 0 3.56 26.55 0.00

3x3x10.2# angle vertical LF 5.1 20 102.00 0.05 13 97 0 0.59 4.42 0.00

Stbd BHD 14' off CL SF 10.2 200 2040.00 0.91 13 104 14 11.84 94.71 -0.47 minus 24"x30" openening SF 10.2 -7.4 -75.48 -0.03 13.5 108 14 -0.45 -3.64 1.59

3x3x10.2# angle vertical LF 5.1 50 255.00 0.11 13 103 14 1.48 11.73 1.59

3x3x10.2# angle short vertical LF 5.1 5.9 30.09 0.01 10.67 108 14 0.14 1.45 0.19

3x3x10.2# angle horizontal LF 5.1 8 40.80 0.02 13.5 108 14 0.25 1.97 0.26

Interior Partial BHD 4' and 8' off CL (P&S) SF 10.2 160 1632.00 0.73 13 112 0 9.47 81.60 0.00

3x3x15.3# angle vertical LF 5.1 40 204.00 0.09 13 112 0 1.18 10.20 0.00

Interior Partial BHD 12' off CL to Port SF 10.2 90 918.00 0.41 13 109.5 -12 5.33 44.88 0.00

3x3x10.2# angle vertical LF 5.1 30 153.00 0.07 13 108.67 0 0.89 7.42 0.00

317 Masts & Service Structures Bouy Rack

6x6x1/4" Pipe LF 19.02 240.33 4571.08 2.04 13.25 82 0 27.04 167.33 0.00

2x2x1/4" Pipe LF 5.41 520 2813.20 1.26 13.25 82 0 16.64 102.98 0.00

1/4" Plate Supports SF 10.2 14.2 144.84 0.06 13.25 82 0 0.86 5.30 0.00

Railing 1.5x1.5x3/16 LF 3.04 348 1057.92 0.47 17.5 82 0 8.27 38.73 0.00

Galvanized Steel Grating 1x1/4" SF 12 593.7 7124.40 3.18 13.25 82 0 42.14 260.80 0.00

320 Tanks

DO TK FR 20-32

Tank Bottom (P&S) SF 15.3 576 8812.80 3.93 3.75 52 0 14.75 204.58 0.00

4x3x15.3 Tank Bottom Scantlings (P&S) LF 8.925 192 1713.60 0.77 3.5 52 0 2.68 39.78 0.00

TK FR 41-47

Tank Bottom (P&S) SF 15.3 336.242 5144.50 2.30 3.3 88 0 7.58 202.11 0.00

4x3x15.3 Tank Bottom Scantlings (P&S) LF 8.925 120 1071.00 0.48 3 88 0 1.43 42.08 0.00

Independent Tanks 1/4" Plate SF 10.2 369.5 3768.90 1.68 3.3 108 11 5.55 181.71 18.51

Access cutouts SF 10.2 8.24 84.05 0.04 3.3 106 11 0.12 3.98 0.41

W.T. Access Hatch Nabrisco DF-501 Ea. 85 4 340.00 0.15 3.3 106 11 0.50 16.09 1.67

3/8" Striker Plates SF 15.3 1 15.30 0.01 1.1 106 11 0.01 0.72 0.08

2.5" Sch 40 Sounding Tubes LF 5.793 24.17 140.02 0.06 1.1 106 11 0.07 6.63 0.69

330 Foundations Generator 12x7x15.3# LF 23.75 12 285.00 0.13 0.8 104 -6 0.10 13.23 -0.76

Crane Mount Main cylinder 1" SF 40.8 154.33 6296.66 2.81 4.5 52 0 12.65 146.17 0.00 minus deck plate cutout SF 30.6 -23.76 -727.06 -0.32 7 52 0 -2.27 -16.88 0.00 minus 36x18" opening forward and aft SF 40.8 -8.03 -327.62 -0.15 3.5 52 0 -0.51 -7.61 0.00

6"x1.25" Top Flange SF 51 8.64 440.64 0.20 9 52 0 1.77 10.23 0.00

TOTALS 511609 228 4.97 63.35 0.07 1135 14469 17

400 OUTFIT Weight Name Unit Type

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

405 Anodes 0.00 0.00 0.00 0.00 0.00 0.00 zincs

406 Coating System Hull Paint (2.5% of Structure) 511609 0.025 12790.23 5.71 4.97 59.11 -0.01 28.35 337.50 -0.03

410 Hull Outfit & Fittings Tow Knees Pusher Plates DB-1408 90 18 1620.00 0.72 7.75 62.50 0.00 5.60 45.20 0.00

3/4" Plate SF 30.6 239.1 7316.46 3.27 8.00 60.00 0.00 26.13 195.98 0.00

Cutout 3/4" SF 30.6 -3.1 -94.86 -0.04 8.00 60.00 0.00 -0.34 -2.54 0.00

3/8" Plate SF 15.3 54 826.20 0.37 8.00 60.00 0.00 2.95 22.13 0.00

Cutout 3/8" SF 15.3 -7.7 -117.81 -0.05 8.00 60.00 0.00 -0.42 -3.16 0.00

1/4" Plate SF 10.2 15.2 155.04 0.07 8.00 60.00 0.00 0.55 4.15 0.00

Rub Rail CF 74 28 2072.00 0.93 6.75 65.00 0.00 6.24 60.13 0.00

Splashboard 1/4" Plate SF 10.2 179.22 1828.04 0.82 9.17 60.00 0.00 7.48 48.97 0.00

3/8" Plate SF 15.3 26.11 399.48 0.18 9.17 60.00 0.00 1.64 10.70 0.00

Doors, Windows, Hatches & Manholes

Deck Hatch DF-430-18 Ea 74 7 518.00 0.23 7.00 60.00 0.00 1.62 13.88 0.00

WT Doors Ea 330 7 2310.00 1.03 3.44 57.10 -2.00 3.55 58.88 -2.06 Weather Tight Doors Ea 300 7 2100.00 0.94 11.25 110.70 -3.70 10.55 103.78 -3.47

420 Deck Fittings Kevel 24" EA 50 6 300.00 0.13 8.00 82.00 0.00 1.07 10.98 0.00

Kevel 12" EA 25 2 50.00 0.02 8.00 38.00 0.00 0.18 0.85 0.00

Roller Chock DF-164 EA 296 1 296.00 0.13 8.00 2.00 0.00 1.06 0.26 0.00

Double Bitt DF-40 EA 545 4 2180.00 0.97 8.00 60.00 0.00 7.79 58.39 0.00

Single Bitt DF-SB8 EA 160 2 320.00 0.14 7.50 30.00 0.00 1.07 4.29 0.00

425 Walkways, Railings & Grating Al Diamond Deck 1/4" AMR SF 3.7 220 814.00 0.36 0.33 72.00 0.00 0.12 26.16 0.00

Al Diamond Deck 1/4" MMR SF 3.7 312 1154.40 0.52 0.33 98.00 0.00 0.17 50.51 0.00

Al Diamond Deck 1/4" SR #1 SF 3.7 240 888.00 0.40 0.33 22.00 0.00 0.13 8.72 0.00

Al Diamond Deck 1/4" SR #2 SF 3.7 240 888.00 0.40 0.33 34.00 0.00 0.13 13.48 0.00

Deck Railing Railing 1.5x1.5x3/16 LF 3.04 485 1474.40 0.66 9.25 63.00 0.00 6.09 41.47 0.00

1/4" 316 SS Chain LF 0.71 138 97.98 0.04 9.75 78.00 0.00 0.43 3.41 0.00 Deck House Railing 1.5x1.5x3/16 LF 3.04 447 1358.88 0.61 20 104 0 12.13 63.09 0.00

427 Vertical & Inclined Ladders MMR Inclinded Ladder LF 30 10.5 315.00 0.14 4.00 97.00 -6.00 0.56 13.64 -0.84

Bouy Rack Inclinded Ladder LF 30 13 390.00 0.17 11.25 68.00 -6.67 1.96 11.84 -1.16

Fwd Rake Ladder LF 8 7 56.00 0.03 3.50 8.00 0.00 0.09 0.20 0.00

Storage 1 Ladder LF 8 7 56.00 0.03 3.50 22.00 0.00 0.09 0.55 0.00

Storage 2 Ladder LF 8 7 56.00 0.03 3.50 34.00 0.00 0.09 0.85 0.00

F.O. Tank Ladder LF 8 7 56.00 0.03 3.50 52.00 0.00 0.09 1.30 0.00

AMR Ladder LF 8 7 56.00 0.03 3.50 76.00 0.00 0.09 1.90 0.00

MMR Ladder LF 8 8 64.00 0.03 4.00 100.00 0.00 0.11 2.86 0.00

Aft Rake Ladder LF 8 8 64.00 0.03 4.00 112.00 0.00 0.11 3.20 0.00

400 OUTFIT Weight Name Unit Type

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

430 Deck Covering and Ceiling Deckhouse Suspended Ceiling SF 1.27 539 684.53 0.31 17.50 104.00 0.00 5.35 31.78 0.00

435 Joiner Work Deckhouse Panels SF 0.713 945 673.79 0.30 13.00 104.00 0.00 3.91 31.28 0.00

436 Insulation Side shell (P&S) SF 2 1131 2262.00 1.01 4.30 68.00 0.00 4.34 68.67 0.00 FWD Rake BHD SF 2 240 480.00 0.21 4.00 16.00 0.00 0.86 3.43 0.00

AFT Rake BHD SF 2 256 512.00 0.23 4.2 108 0 0.96 24.69 0.00

Potable Water Tank SF 2 417.4 834.80 0.37 4.4 88 0 1.64 32.80 0.00

Oil Tanks SF 2 436.65 873.30 0.39 4.4 55 0 1.72 21.44 0.00

Deckhouse SF 2 1498.5 2997.00 1.34 16 52 0 21.41 69.57 0.00

Main Deck SF 2 3680 7360.00 3.29 7.25 62 0 23.82 203.71 0.00 Sheathing (Aluminum) MMR and AMR SF 0.24 1896 455.04 0.20 3.50 82.00 0.00 0.71 16.66 0.00

445 Lifesaving & Safety PFD's ea 5 25 125.00 0.06 10 104 0 0.56 5.80 0.00 Life Rings CGO-30 ea 33 3 99.00 0.04 10 104 0 0.44 4.60 0.00

456 Capstans, Winches & Windlasses Barge Winch Wintech BC-40 Ea. 443 5 2215.00 0.99 8 48 0 7.91 47.46 0.00

7/8" 6-19 SS Wire Rope LF 1.42 440 624.80 0.28 8 48 0 2.23 13.39 0.00

Capstan Ea. 2200 1 2200.00 0.98 7 14 0 6.88 13.75 0.00

TOTALS 65054 29 7.24 62.07 -0.26 210 1803 -8

500 SPECIAL FEATURES Weight Name Unit Type Unit Weight

(lbs) Quantity of

Unit Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

540 Weight Handling (Lift) Cranes Crane EA 65000.00 0.00 0.00 0.00 16.50 77.00 0.00 0.00 0.00 0.00

*Included as separate item in stability analysis 550 Spuds

Spud Cap SF 20.40 8.82 179.97 0.08 28.60 29.00 0.00 2.30 2.33 0.00

Spud Walls SF 40.80 152.15 6207.52 2.77 15.28 29.00 0.00 42.34 80.37 0.00

Baffle Plate SF 40.80 1.48 60.34 0.03 4.00 29.00 0.00 0.11 0.78 0.00

Spud Point Web Plate SF 30.60 4.41 134.92 0.06 1.00 29.00 0.00 0.06 1.75 0.00

Spud Point Face Plate SF 30.60 5.14 157.28 0.07 1.75 29.00 0.00 0.12 2.04 0.00

Point in^3 0.28 432.00 122.69 0.05 0.50 29.00 0.00 0.03 1.59 0.00

Sheave in^3 0.28 314.16 89.22 0.04 4.00 29.00 0.00 0.16 1.16 0.00

552 Spudwell Insert Plate SF 40.80 5.59 227.91 0.10 0.00 29.00 0.00 0.00 2.95 0.00

Insert Plate Cutout SF 40.80 -3.36 -137.13 -0.06 0.00 29.00 0.00 0.00 -1.78 0.00

Spudwell BHD SF 15.30 84.00 1285.20 0.57 3.50 29.50 0.00 2.01 16.93 0.00

BHD Scantlings 6x4x15.3 SF 12.75 28.00 357.00 0.16 3.50 29.00 0.00 0.56 4.62 0.00

Spudwell Cap Flange 30.6# SF 30.60 8.63 264.05 0.12 9.33 29.00 0.00 1.10 3.42 0.00

Above deck stiffners 4x4x20.4 LF 13.60 18.29 248.77 0.11 8.20 29.00 0.00 0.91 3.22 0.00

Spudwell above Deck SF 15.30 18.33 280.49 0.13 8.20 29.00 0.00 1.03 3.63 0.00

Guide angle 1 1/2"x1"x1/4" LF 1.28 152.00 193.80 0.09 4.75 29.00 0.00 0.41 2.51 0.00

Shock Absorber Mounting Plates LF 22.95 76.00 1744.20 0.78 4.75 29.00 0.00 3.70 22.58 0.00

Shock Absorbers CF 58.90 4.75 279.78 0.12 4.75 29.00 0.00 0.59 3.62 0.00

3/8"x 1 1/2" 24 UNC-2A Bolts EA 0.07 80.00 5.60 0.00 4.75 29.00 0.00 0.01 0.07 0.00

554 Spud Hoists (Winches) Winch Motor 745.00 1.00 745.00 0.33 7.00 33.00 0.00 2.33 10.98 0.00

5/8" Cable LF 0.86 58.00 49.59 0.02 7.00 33.00 0.00 0.15 0.73 0.00

Lift Cable Dead End in^3 0.28 228.30 64.84 0.03 8.00 27.00 0.00 0.23 0.78 0.00

Floating Sheeve in^3 0.28 176.71 50.19 0.02 7.75 31.00 0.00 0.17 0.69 0.00

TOTALS 12611.22 5.63 10.36 29.30 0.00 58.33 164.96 0.00

600 MACHINERY Weight Name Unit Type

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

630 Fuel Oil System Fuel Filter 30 Micron EA 23.00 1.00 23.00 0.01 3.00 71.00 -8.00 0.03 0.73 -0.08

Fuel Filter 10 Micron EA 23.00 1.00 23.00 0.01 3.00 71.00 -8.00 0.03 0.73 -0.08

Transfer Pump Viking AK4125 50gp EA 78.00 1.00 78.00 0.03 3.00 71.00 -8.00 0.10 2.47 -0.28

Simplex Fuel Strainer 2" Kraissl 72-1EA 34.00 1.00 34.00 0.02 3.00 71.00 -8.00 0.05 1.08 -0.12

2" Shut- off Valve LK 901062 EA 16.06 4.00 64.24 0.03 4.00 56.00 0.00 0.11 1.61 0.00

1" Shut- off Valve LK 901063 EA 11.66 2.00 23.32 0.01 4.00 56.00 0.00 0.04 0.58 0.00

Sight Glass Kenco 9900 EA 15.00 4.00 60.00 0.03 5.00 56.00 0.00 0.13 1.50 0.00

TLI EMS Marcon Liquid Column EA 50.00 4.00 200.00 0.09 5.00 56.00 0.00 0.45 5.00 0.00

Hose Reel Hannay 1"x100ft Hose EA 137.00 1.00 137.00 0.06 10.00 112.00 5.00 0.61 6.85 0.31

3" Sch 40 LF 7.58 60.00 454.56 0.20 7.00 70.00 0.00 1.42 14.21 0.00

2" Sch 80 LF 3.65 175.00 639.28 0.29 7.00 70.00 0.00 2.00 19.98 0.00

1" Sch 40 LF 1.68 120.00 201.48 0.09 7.00 70.00 0.00 0.63 6.30 0.00

635 Lube Oil System Transfer Pump Viking G4125 8gpm EA 22.00 1.00 22.00 0.01 3.00 110.00 -11.00 0.03 1.08 -0.11

Simplex Fuel Strainer 2" EA 34.00 1.00 34.00 0.02 5.00 110.00 -11.00 0.08 1.67 -0.17

Drum Pump 15gpm ARO 612041-x EA 13.00 1.00 13.00 0.01 12.00 112.00 6.00 0.07 0.65 0.03

Digital Flow Meter Fill Rite 820 8gpmEA 3.00 1.00 3.00 0.00 3.00 76.00 4.00 0.00 0.10 0.01

TLI EMS Marcon Liquid Column EA 50.00 1.00 50.00 0.02 5.00 80.00 4.00 0.11 1.79 0.09

1.5" Shut- off Valve LK 901062 EA 12.98 1.00 12.98 0.01 3.00 76.00 4.00 0.02 0.44 0.02

Hose Reel ARO 7UM4025 EA 49.00 1.00 49.00 0.02 4.00 100.00 19.00 0.09 2.19 0.42

1.5" Sch 40 Pipe LF 2.72 20.00 54.36 0.02 7.00 88.00 14.00 0.17 2.14 0.34

637 Waste Oil System Waste Oil Pump 30gpm Viking HL41EA 40.00 1.00 40.00 0.02 3.00 110.00 -7.50 0.05 1.96 -0.13

Simplex Fuel Strainer 2" EA 34.00 1.00 34.00 0.02 5.00 110.00 -7.50 0.08 1.67 -0.11

TLI EMS Marcon Liquid Column EA 50.00 1.00 50.00 0.02 5.00 80.00 0.00 0.11 1.79 0.00 2" Sch 40 LF 3.65 5.00 18.27 0.01 5.00 76.00 -2.00 0.04 0.62 -0.02 1.5" Sch 40 LF 2.72 145.00 394.11 0.18 7.00 90.00 8.00 1.23 15.83 1.41

640 Generator Cooling System Expansion Tank 10 gal EA 100.00 1.00 100.00 0.04 20.00 98.00 0.00 0.89 4.38 0.00

Radiator EA 2700.00 1.00 2700.00 1.21 20.00 100.00 0.00 24.11 120.54 0.00

Auxiliary Pump Scot Model 54F EA 100.00 1.00 100.00 0.04 2.00 100.00 8.00 0.09 4.46 0.36

2" Butterfly Valve EA 7.00 2.00 14.00 0.01 4.00 100.00 8.00 0.03 0.63 0.05

2.5" Butterfly Valve EA 8.00 2.00 16.00 0.01 19.00 100.00 0.00 0.14 0.71 0.00

2.5" SCH 40 Pipe LF 5.79 23.00 133.24 0.06 10.00 100.00 4.00 0.59 5.95 0.24

2" SCH 40 Pipe LF 3.65 10.00 36.53 0.02 6.00 100.00 4.00 0.10 1.63 0.07

Coolant lbm/ft^3 64.00 11.06 707.84 0.32 14.00 104.00 0.00 4.42 32.86 0.00

645 Raw Water Systems Raw Water Pump, Scot 55f EA 565.00 1.00 565.00 0.25 2.50 74.00 15.80 0.63 18.67 3.99

Duplex Strainer 3", Hayward 53 EA 185.00 1.00 185.00 0.08 2.50 72.00 18.30 0.21 5.95 1.51

Monitor EA 20.00 2.00 40.00 0.02 10.50 66.00 0.00 0.19 1.18 0.00

Gate Valve 3" EA 77.00 2.00 154.00 0.07 1.00 99.00 0.00 0.07 6.81 0.00

Butterfly valve 3" EA 8.00 2.00 16.00 0.01 1.00 99.00 0.00 0.01 0.71 0.00

Ball Valve 1.5" EA 6.00 4.00 24.00 0.01 6.50 50.00 0.00 0.07 0.54 0.00

Ball Valve 3" EA 28.00 5.00 140.00 0.06 2.50 74.00 15.80 0.16 4.63 0.99

Needle Valve 1/4" EA 1.65 2.00 3.30 0.00 2.50 74.00 15.80 0.00 0.11 0.02

Bypass Valve 2" EA 30.30 1.00 30.30 0.01 2.50 74.00 15.80 0.03 1.00 0.21

Hose EA

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

1.5" SCH 40 Pipe LF 2.72 30.00 81.54 0.04 9.00 52.00 0.00 0.33 1.89 0.00

3" SCH 40 Pipe LF 7.58 302.10 2288.71 1.02 6.50 70.00 4.00 6.64 71.52 4.09

650 Engine Exhaust System Muffler SHUS-08-981464 EA 470.00 1.00 470.00 0.21 20.00 110.00 -6.00 4.20 23.08 -1.26

Exhaust Piping 8" SCH 20 LF 22.36 28.00 626.08 0.28 13.00 99.00 11.00 3.63 27.67 3.07

Flexible Coupling 8" EA 112.00 1.00 112.00 0.05 6.00 99.00 6.00 0.30 4.95 0.30

655 Hydraulic System HPU Electric 125 hp EA 2655.00 1.00 2655.00 1.19 3.00 38.00 2.00 3.56 45.04 2.37

Hydraulic Fluid GAL 7.78 200.00 1556.00 0.69 3.00 38.00 2.00 2.08 26.40 1.39

Transfer Pump Viking G4125 8gpm EA 22.00 1.00 22.00 0.01 3.00 34.00 -3.00 0.03 0.33 -0.03

Simplex Fuel Strainer 2" EA 34.00 1.00 34.00 0.02 3.00 34.00 -3.00 0.05 0.52 -0.05

TLI EMS Marcon Liquid Column EA 50.00 1.00 50.00 0.02 3.00 34.00 -3.00 0.07 0.76 -0.07

1.5" Shut- off Valve LK 901062 EA 12.98 1.00 12.98 0.01 3.00 34.00 -3.00 0.02 0.20 -0.02

660 Bilge 1/4hp Bilge Pump McMaster Carr EA 10.00 14.00 140.00 0.06 1.00 60.00 0.00 0.06 3.75 0.00

2.5" Sch 80 LF 7.66 14.00 107.26 0.05 5.50 60.00 0.00 0.26 2.87 0.00

2.5" Sch 40 LF 5.79 84.00 486.61 0.22 3.00 60.00 0.00 0.65 13.03 0.00

1/4" x 7" Doubler SF 10.20 3.74 38.15 0.02 5.50 60.00 0.00 0.09 1.02 0.00

662 Oily Bilge System Portable Oily Water Pump EA 40.00 1.00 40.00 0.02 3.00 76.00 -6.00 0.05 1.36 -0.11

1.5" Hose 100ft EA 50.00 1.00 50.00 0.02 3.00 76.00 -6.00 0.07 1.70 -0.13

Oily Bilge Transfer Pump EA 65.00 1.00 65.00 0.03 3.00 110.00 -15.00 0.09 3.19 -0.44

Simplex Strainer 2" EA 34.00 1.00 34.00 0.02 5.00 110.00 -15.00 0.08 1.67 -0.23

1.5" Sch 40 Pipe LF 2.72 100.00 271.80 0.12 7.00 94.00 6.00 0.85 11.41 0.73

665 Potable Water Systems Potable Water Pump EA 50.00 1.00 50.00 0.02 3.00 95.00 8.00 0.07 2.12 0.18

Press. Tank EA 123.00 1.00 123.00 0.05 3.00 95.00 8.00 0.16 5.22 0.44

Water Heater EA 50.00 1.00 50.00 0.02 3.00 95.00 8.00 0.07 2.12 0.18

Water Filter 1.5" EA 10.00 1.00 10.00 0.00 3.00 95.00 8.00 0.01 0.42 0.04

Water Filter 3/4" EA 7.50 1.00 7.50 0.00 3.00 95.00 8.00 0.01 0.32 0.03

Transfer Pump EA 46.00 1.00 46.00 0.02 3.00 95.00 8.00 0.06 1.95 0.16

2" SS Pipe LF 3.65 40.00 146.00 0.07 7.00 100.00 5.00 0.46 6.52 0.33

1.5" SS Pipe LF 2.72 25.00 68.00 0.03 7.00 100.00 5.00 0.21 3.04 0.15

1" Copper Pipe LF 0.84 50.00 41.85 0.02 7.00 100.00 5.00 0.13 1.87 0.09

5/8" Copper Pipe LF 0.42 75.00 31.35 0.01 7.00 100.00 5.00 0.10 1.40 0.07

50 ft garden hose EA 20.00 2.00 40.00 0.02 4.00 100.00 5.00 0.07 1.79 0.09

669 Drainage Systems 01 Deck Drains

1.5" Sch 40 Pipe LF 2.72 46.00 0.00 0.00 17.00 105.00 0.00 0.00 0.00 0.00 3" Sch 40 Pipe LF 7.58 20.00 0.00 0.00 13.00 105.00 0.00 0.00 0.00 0.00 4" Scupper EA 8.00 6.00 125.03 0.06 18.00 105.00 0.00 1.00 5.86 0.00

677 Fire Extinguishing System CO2 Bottles EA 291.00 4.00 1164.00 0.52 12.00 107.00 -14.00 6.24 55.60 -7.28

685 HVAC

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

Heat Pump EA 165.00 1.00 165.00 0.07 20.00 100.00 -5.00 1.47 7.37 -0.37

Fan Coil EA 49.00 2.00 98.00 0.04 17.00 100.00 0.00 0.74 4.38 0.00

Unit Heater MMR EA 43.00 3.00 129.00 0.06 7.00 100.00 0.00 0.40 5.76 0.00

Unit Heater AMR EA 43.00 2.00 86.00 0.04 6.00 76.00 0.00 0.23 2.92 0.00

Unit Heater Passage (P&S) EA 43.00 2.00 86.00 0.04 6.00 52.00 0.00 0.23 2.00 0.00

Unit Heater Storage #1 (P&S) EA 43.00 2.00 86.00 0.04 6.00 22.00 0.00 0.23 0.84 0.00

Unit Heater Storage #2 (P&S) EA 43.00 2.00 86.00 0.04 6.00 34.00 0.00 0.23 1.31 0.00

Vent Fan MMR EA 220.00 1.00 220.00 0.10 7.00 100.00 19.00 0.69 9.82 1.87

Vent Fan AMR EA 70.00 1.00 70.00 0.03 6.00 76.00 -19.00 0.19 2.38 -0.59

Vent Fan Passage (P&S) EA 50.00 2.00 100.00 0.04 6.00 52.00 0.00 0.27 2.32 0.00

Vent Fan Storage Area 1 EA 50.00 1.00 50.00 0.02 6.00 22.00 19.00 0.13 0.49 0.42

Vent Fan Storage Area 2 EA 50.00 1.00 50.00 0.02 6.00 34.00 -19.00 0.13 0.76 -0.42

690 Compressed Air System Air Compressor, 40 SCFM EA 975.00 1.00 975.00 0.44 4.00 104.00 -11.00 1.74 45.27 -4.79

Air Receiver, 120 Gal EA Included with compressor

Air Dryer EA 85.00 1.00 85.00 0.04 4.00 104.00 -11.00 0.15 3.95 -0.42

Air Filter EA 4.80 1.00 4.80 0.00 4.00 104.00 -11.00 0.01 0.22 -0.02

Filter Regulator-Lubricator EA 5.00 16.00 80.00 0.04 4.00 104.00 -11.00 0.14 3.71 -0.39

1" Ball Valve EA 5.00 28.00 140.00 0.06 6.50 70.00 0.00 0.41 4.38 0.00

3/4" Stop Check Vavle EA 2.00 2.00 4.00 0.00 6.50 70.00 0.00 0.01 0.13 0.00

3/8" Swing Quick Disconnect EA 1.00 17.00 17.00 0.01 6.50 70.00 0.00 0.05 0.53 0.00

1" Sch 40 Pipe LF 1.68 200.00 335.80 0.15 6.50 70.00 0.00 0.97 10.49 0.00

600 MachineryTOTAL 21589 9.64 8.25 77.12 0.87 79.55 743.27 8.34

700 ELECTRICAL Weight Name Unit Type

Weight

(lbs) Quantity of Unit

Total Weight

(lbs)

Total Weight

(LT)

VCG

(ft ABL)

LCG

(ft aft FP)

TCG

(ft stbd of

CL)

VMOM

(LT-ft)

LMOM

(LT-ft)

TMOM

(LT-ft)

705 Electrical System 725 Cabling

Seacoast Electric D-4 LF 0.01 300.00 3.80 0.00 8.00 100.00 -1.00 0.01 0.17 0.00

F-212 LF 0.65 50.00 32.65 0.01 8.00 100.00 -1.00 0.12 1.46 -0.01

T-6.5 LF 0.02 2000.00 40.32 0.02 8.00 100.00 -1.00 0.14 1.80 -0.02

T-10.4 LF 0.03 200.00 6.41 0.00 8.00 100.00 -1.00 0.02 0.29 0.00

T-300 LF 0.93 150.00 138.75 0.06 8.00 100.00 -1.00 0.50 6.19 -0.06

T-26 LF 0.08 150.00 12.14 0.01 8.00 100.00 -1.00 0.04 0.54 -0.01

T-16.5 LF 0.05 500.00 25.50 0.01 8.00 100.00 -1.00 0.09 1.14 -0.01

T-83 LF 0.26 100.00 25.90 0.01 8.00 100.00 -1.00 0.09 1.16 -0.01

D-6.5 LF 0.02 1500.00 30.24 0.01 8.00 100.00 -1.00 0.11 1.35 -0.01

F-300 LF 0.93 100.00 92.50 0.04 8.00 100.00 -1.00 0.33 4.13 -0.04

F-16.5 LF 0.05 200.00 10.20 0.00 8.00 100.00 -1.00 0.04 0.46 0.00

F-66 LF 0.21 100.00 20.50 0.01 8.00 100.00 -1.00 0.07 0.92 -0.01

D16.5 LF 0.05 100.00 5.10 0.00 8.00 100.00 -1.00 0.02 0.23 0.00

T-4 LF 0.01 100.00 1.27 0.00 8.00 100.00 -1.00 0.00 0.06 0.00

730 Lighting & Receptacles Flourescent Fixtures EA 12.00 55.00 660.00 0.29 7.00 60.00 0.00 2.06 17.68 0.00

Compact Flourescent Fixtures…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.