Amendment 0002.pdf
PDF 2 MB Posted
- Attached to
- SALE OF JP5 & F76 AT POINT LOMA, SAN DIEGO, CA
- Solicitation number
- SPE60225R0703
- Issued by
-
Defense Logistics Agency Energy
About this file
This document is an Amendment 0002 to a solicitation (SPE602-25-R-0703) by the Defense Logistics Agency (DLA) Energy for the sale of contaminated JP5 and F76 fuel located on the USNS Earl Warren at Point Loma/San Diego, California. The amendment provides vendor questions and answers, updates contact information for the vessel, and clarifies submission requirements. Key details include: payment can be made via wire transfer, the fuel contains lubricity additives, and vendors may submit a negative unit price if removal costs exceed potential revenue. The award will be made to a responsible offeror within 48 hours of the proposal submission deadline, and all vendors must acknowledge the amendment by signing and returning a copy with their offer.
The solicitation includes technical specifications for the T-AO 205 Class Fleet Replenishment Oiler, with details on vessel dimensions, performance, cargo capacities, and systems. The fuel transfer location is tentatively set at North Island Naval Air Station Port, with potential for ship-to-ship transfer if the vessel cannot dock at the original location. Vendors are required to provide appropriate regulatory certificates and can submit inspection reports in lieu of commercial bills of lading.
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Text version
DEFENSE LOGISTICS AGENCY
ENERGY
Bulk Fuels Petroleum Products
8725 JOHN J. KINGMAN RD, STE 2954
FT BELVOIR VA 22060-6222
http://www.energy.dla.mil
AMENDMENT 0002
SPE602-25-R-0703
SOLICITATION OF OFFERS
FOR THE SALE OF
CONTAMINATED FUEL
AT
AFLOAT USNS EARL WARREN
Point Loma/San Diego, CA http://www.energy.dla.mil/
Amendment 0002
Amendment 0002:
1. The Solicitation number is hereby changed from SPE602-25-R-0702 to SPE602-25-R-0703.
2. The amendment provides Questions and Answers regarding SPE602-25-R-0703 Fuel Sale of JP5 and F76.
3. See attached Exhibit F – Technical specifications including T-AO 205 CLASS Summary sheet and Construction Drawing for the technical details required to transfer fuel from USNS E Warren.
4. Section E–Product Removal, E.1 Loading/Shipping, item c. is hereby revised to read as follows:
Line Item 0001 and Line Item 0002 USNS Warren Point Loma, San Diego Point of contact information:
a) Primary
Master/OIC Email andrew.graff@ao207.navy.mil Master@ao207.navy.mil
757-443-7582 (CAPT)
b) Secondary First Officer che.n.cuellar@ao207.navy.mil CHMATE@ao207.navy.mil
5. The award will be made to a responsible offeror no later than 48 hours following the proposal submission deadline.
6. All vendors must acknowledge all amendments by signing them and returning a copy with their offer.
7. All other solicitation terms and conditions remain unchanged.
Amendment Acknowledgement
Contractor: ____________________
Signature: _____________________ Date____________________
FUEL SALE of JP5 & F76
VENDOR QUESTIONS AND ANSWERS
Q1. Can MSC provide a Q88 or equivalent to evaluate vessel dimensions and compatibility for defueling point.
Answer: Reference Exhibit F, T-AO 205 Summary Sheet
Q2. Would MSC be receptive for the vessel to be inspected for consideration
Answer: Should not be a problem. This would be like a “ship-check” in preparation for a maintenance availability.
Q3. Would MSC be receptive to having a CSA in attendance on the vessel while in berth at defueling point.
Answer: There would not be any problem if CSA rep would be a cargo surveyor or similar to verify ullages/quantity. Be sure to clarify their specific function.
Q4. On the Sample – Irrevocable Standby Letter of Credit,
a) Please clarify what you mean by “manually signed statement”
b) states that the that it is subject to Uniform Customs and Practice of Documentary Credits (1993 revision No. 500). Should it actually say the 2007 revision… No. 600? I believe this sample is based off an old version that our bank would not be able to approve. Please let me know if the updated version is acceptable.
Answer:
a) Manual refers to pen and ink but updated guidance requires a signature in compliance with current UCP guidelines.
b) The updated version is acceptable.
Q5. On the RFP, page 5 (C.3) Payment Section states that payment will be made via company check. Can we instead make payment via Wire?
Answer: Payment via wire is acceptable. Guidance with be provided to successful offeror.
Q6. Does the F76 have lubricity additive, or any other additives present?
Answer: Yes. Lubricity additive is present.
Q7. The JP5 we assume has FSII, CI/LI and AO additives, are there any other additives in addition to those? Metals deactivator or anything else?
Answer: The JP5 only has FSII, CI/LI and AO.
Q8. Where are prices etc. actually entered for submission
Answer: Reference Amendment 0001, Updated Exhibit A - Sales Contract
Q9. The refinery dock requests the following:
a) Vessel deck diagram for the USNS Earl Warren
b) Vessel freeboard
c) Does the vessel have a ridged manifold to connect to?
Answer:
a) Reference Exhibit F - Technical specifications including T-AO 205 CLASS Summary sheet and Construction Drawing attached
b) Preliminary answer is 26ft
c) Yes
Q10. If the vessel does not fit at designated dock due to technical reasons, we ask the following:
a) What documents does the DLA need to approve a ship to ship transfer of the fuel between the USNS Earl Warren and an ocean going barge?
Answer: The appropriate Regulatory Certificate(s) would suffice. DLA -Energy want to know the barge is seaworthy and in compliance with reg body requirements.
b) What ship to ship location would this occur at? Alongside the berth?
Answer: Tentatively, North Island Naval Air Station Port, Berth M-P
Q11. Section E.1 says “commercial bills of landing” to be provided prior to COB on day of transfer. This is a bit confusing, as if we are to receive the fuel FOB destination, there will be no “bills of lading” generated, but we can provide inspection reports on volumes.
Same for ship to ship transfer if we offload from the USNS EW to our own ocean going barge. Clarification would be appreciated.
Answer: Vessel meter reading or inspection reports are acceptable.
Q12. If we determine that the costs we are going to bear in order to remove the fuel would necessitate a negative price (as in DLA would need to pay BP to remove the fuel), would we simply enter it as a negative unit price?
Answer: Yes
DIMENSIONS WEIGHTS (MT)
Length, Overall 227.3 m SWBS 100 14,973 Length, LBP 215.5 m SWBS 200 1,175 Beam (Extreme) 32.2 m SWBS 300 840 Design Draft 10.2 m SWBS 400 265 Max. Navigational Draft 11.0 m SWBS 500 3,723
SWBS 600 1,505
PERFORMANCE SWBS 700 31
Design Speed (@ 85% MCR) 20 knots Lightship 22,513 Range (@ 20 knots) 6,147 NM Margins 1,171 Service Life 40 Years Lightship (w/ Margin) 23,684
Loads 25,909 ACCOMMODATIONS Full Load 49,593 Officers 24
CPO 17 STABILITY
Unlicensed 54 Intact: MARPOL Annex 1 Reg 27 Transient Enlisted 30 Intact: IMO IS Code 2008 Total 125 AVIATION C4I Damage (Length): 12.0 m
Aircraft Served H-1, H-53, H-60, MV-22 ADNS IFF (NAVAIR) CARGO CAPACITIES NAVAIR Level Level I, Class 2 and BFTN KMI Spiral 2 Tier 3 SURVIVABILITY Dry Cargo Stowage 1,530 m3 Level I, Class 4, Special Type 2 CBSP ULV NAVMACS MSC Damage Control Freeze/Chill Cargo Stowage 1,646 m3 JP-5 Tankage 17 m3 DMR SATCOM (UHF/VHF) USCG Firefighting and OP4 Fuel Oil Cargo 25,782 m3 Fleet Broadcast TACAN (NAVAIR) Fresh Water Cargo 213 m3 MACHINERY SYSTEMS GCCS-M TVS HULL STRUCTURE
Medium-Speed Geared Diesel Propulsion GPNTS ABS Steel Vessel Rules CONREP Plant w/ PTO and PTI: HF ALE ABS Class C0 Ice Strengthening Transfer Rate 4,088 m3/hr 2 x 14.4 MW MAN B&W 12V48/60CR Engines OPA 90 Compliant Two (2) Solid Cargo Delivery Stations (1P/1S) 2 x 3.7 MW SSDG NAVIGATION FL(40) Year Service Life Three (3) Double-Probe Fuel Delivery Stations (P) 2 x 2.4 MW PTO/PTI Dual DGPS IBS Two (2) Single-Probe Fuel Delivery Stations (S) 2 x Controllable-Pitch Propellers ECDIS IC & Gyro Three (3) Double-Hose Fuel Receiving Stations (S) 1 x 1.2 MW Emergency Diesel Generator GMDSS LRIT One (1) Astern Fueling Station MCCS
SELF-DEFENSE
AUXILIARY SYSTEMS OTHER Advanced Degaussing Ship 's Potable Water Capacity 179 m3 Emissions Standard EPA/IMO Tier III Nixie Gray Water Holding Capacity 67 m3 Dangerous Goods OP 4 & IMDG Two (2) Point Self-Defense Systems (Space and Weight) Urea Holding Capacity 105 m3 ABS Classification 2015 SVR/Safehull 2 x 1,500 KW A/C Plants USCG ACP BOATS 2 x 36,000 lpd Distilling Plants Redundancy Notation R2 Two (2) Navy Standard 7-m RIBs 3 x 1,500 KW A/C Plants SAMM w/ Dashboard One (1) SOLAS approved combination lifeboat/rescue boat and
Three (3) SOLAS approved lifeboats
September 11, 2020
T-AO NMS (AN/USQ-
232A(V)1 HW1
MOD01, Software 2)
FLEET REPLENISHMENT OILER
T-AO 205 CLASS
ACRONYMS
USNS JOHN LEWIS (T-AO 205)
Fleet Replenishment Oiler
John Robert Lewis (February 21, 1940 - July 17, 2020) was an American politician and civil rights leader. He was the U.S. Representative for Georgia's 5th congressional district, serving since 1987, and was the dean of the Georgia congressional delegation. His district included the northern three-quarters of Atlanta. Lewis was the last living "Big Six" leader of the Civil Rights Movement, having been the chairman of the Student Nonviolent Coordinating Committee, playing a key role in the struggle to end legalized racial discrimination and segregation.
A member of the Democratic Party, Lewis was a member of the Democratic leadership of the U.S. House of Representatives and served as a Chief Deputy Whip since 1991 and Senior Chief Deputy Whip from 2003 until his death.
USNS JOHN LEWIS (T-AO 205): The Navy’s Fleet Replenishment Oilers (T-AOs) provide fuel for ships, and their embarked aircraft, at sea. The current capability is provided by 15 Henry J Kaiser (T-AO 187) Class Oilers. The T-AO 187 Class is reaching the end of their expected 35-year service life and will begin to deactivate and be placed into Out of Service, In Reserve status starting in 2020. The T-AO 205 Class will be primarily a shuttle ship, providing logistics lift from sources of supply to station ships and other ships operating with naval forces.
Additionally, T-AO 205 Class may be required to operate in company with a T-AKE 1 Class while performing a station ship role. The Combat Logistics Force ships are the lifeline to naval forces at sea. They provide fuel, food, ammunition, spare parts, and other supplies necessary to enable Navy Carrier Strike Groups and Amphibious Ready Groups to operate worldwide without the need to constantly return to port for supplies. To fulfill these missions, T-AO 205 Class will be fully inter-operable with all United States Navy and North Atlantic Treaty Organization ships capable of Underway Replenishment.
The T-AO 205 Class will be built to commercial standards, classed to American Bureau of Shipping Steel Vessel Rules, and will obtain a United States Coast Guard Certificate of Inspection. The vessels will be in compliance with applicable national and international regulatory body regulations to include the Oil Pollution Act of 1990 "Double-Hull" Standard. The T-AO 205 will achieve its Initial Operational Capability following completion of its Post Shakedown Availability (planned for FY21). The T-AO 205 Class will be operated by Military Sealift Command with a civilian crew.
ITEMREV DESCRIPTION
REVISIONS
8 7 6 5 4 3 2 1
8 7 6 5 4 3 2 D R
A W
IN
G
NO. NAVSEA NO. TITLE
REFERENCES
H
G
F
E
D
C
B
AA
B
C
D
E
F
G
H
SCALE: SHEET:
REVSIZE CAGE CODE
DRAWN:
CHECKED:
APPROVED:
DATE:
TITLE:
NAVSEA DWG NO.CONTRACT NO.
1 OF
81220
NASSCO DWG NO.
REVIEWED BY DESIGN BUILD
2798 EAST HARBOR DRIVE
SAN DIEGO CA USA 92113
MANAGER:
H
DRAWING INDEX
DESCRIPTION
DRAWING RESERVATIONS
TITLE
NASSCO NO.
TITLE SHEET
NUMBER
SHEET NO.
GENERAL NOTES 1
DATE APPROVED
BUILDING YARDHULL NO.
U.S.C.G.
ABS
SHIP'S NAME
SUBMITTED TO
NONE
SHT-ZONE
LINE TYPE LEGEND
LINE TYPE
BHDS, DECKS AND FLATS
GIRDERS, FLOORS AND BRACKETS
PROFILES
ALL OTHER OCCURRENCES
OCCURRENCE
NASSCO
DISTRIBUTION STATEMENT D: DISTRIBUTION AUTHORIZED TO THE DOD AND U.S. DOD CONTRACTORS
ONLY. OTHER REQUESTS SHALL BE REFERRED TO PEO SHIPS, PMS325, WASHINGTON NAVY YARD, 1333 ISAAC HULL AVE. SE, WASHINGTON, DC 20376-2101.
WARNING: THIS DOCUMENT CONTAINS TECHNICAL DATA WHOSE EXPORT IS RESTRICTED BY THE ARMS
EXPORT CONTROL ACT (TITLE 22, U.S.C., SEC 2751, ET SEQ.) OR THE EXPORT ADMINISTRATION ACT OF
1979, AS AMENDED (TITLE 50, U.S.C., APP. 2401 ET SEQ.) VIOLATIONS OF THESE EXPORT LAWS ARE
SUBJECT TO SEVERE CRIMINAL PENALTIES. DISSEMINATE IN ACCORDANCE WITH PROVISIONS OF DOD
DIRECTIVE 5230.25.
DESTRUCTION NOTICE: FOR UNCLASSIFIED, LIMITED DOCUMENTS, DESTROY BY ANY METHOD THAT WILL
PREVENT DISCLOSURE OF CONTENTS OR RECONSTRUCTION OF THE DOCUMENT.
FILLET WELD FACTORSFILLET WELD FACTORS
FOR COLLARS AND LUGS SEE WELD STD 71-2001-8.5.1 & 2
STIFFENERS TO PLATING (DKS,BHDS,PLATFORMS,BKTS) 0.12
STIFFENER END CONNECTIONS UNBRACKETED 0.45
STIFFENER END CONNECTIONS BRACKETED 0.35
STIFFENER END BRACKETS 0.35
TIGHT BULKHEAD BOUNDARIES 0.35
MAIN LONG BHD CONN TO DK, BOTTOM, OR INNER BOTTOM 0.42
NONTIGHT BULKHEAD BOUNDARIES 0.15
PLATFORM DECK BOUNDARIES 0.28
SWASH BHDS IN DEEP TANKS 0.20
WEB CONNECTION TO DECK (GDR,TRANSV,CANTILEVER) 0.15
WEB CONNECTION TO FACE PLATE, FACE AREA<10" 0.12
WEB CONNECTION TO FACE PLATE, FACE AREA>10" 0.15
WEB CONNECTION TO DECK (GDR, TRANSV) IN TANKS 0.20
MAIN ENGINE AND MAJOR AUXILIARY FOUNDATIONS 0.40
MINOR AUXILIARY FOUNDATIONS 0.35
WEB END CONNECTION UNBRACKETED 0.55
WEB END CONNECTION BRACKETED 0.40
WEB END BRACKETS (GDR,TRANSV) 0.40
CHOCK ENDS 0.35
CHOCK SIDES 0.15
STANCHION ENDS 0.35
STANCHION CAP AND SOLE PLATES 0.35
BOTTOM FLOORS CONNECTION TO SHELL IN MACHRY SPACE 0.20
0.20BOTTOM FLOORS CONN TO INNER BOTTOM IN MACHRY SPACE
BOTTOM FLOORS CONN TO GIRDER IWO ENGINE 0.30
BOTTOM FLOORS CONN TO SIDE SHELL, LONG BHD 0.35
BOTTOM FLOORS TO OTHER PLATING 0.12
BOTTOM CENTER GIRDER CONN TO INNER BOTTOM 0.23
BOTTOM CENTER GIRDER CONN TO SHELL 0.25
BOTTOM SIDE GIRDER CONN IWO TRANS BHDS 0.35
BOTTOM SIDE GIRDER CONN TO SHELL & INNER BOTTOM 0.15
BOTTOM SIDE GIRDER CONN TO INNER BOTTOM IWO ENGINE 0.25
TRIPPING BRACKET TO WEB PLATING 0.12
TRIPPING BRACKET END CONNECTIONS 0.35
BOTTOM CENTER GIRDER CONN TO INNER BOTTOM IWO ENGINE 0.30
= KNUCKLE
= CONTINUOUS
= INTERCOSTAL
= BLOCK BREAK
= MOLD ,
= PLATE SEAM
= END OR PLATE EDGE
= PROFILE JOINT = BULB PLATE
= ANGLE BAR
= TEE
= FLAT BAR
= PROFILE ENDS
DRAWING SYMBOL LEGEND
SSD 6.00.02
AIR/DRAIN HOLES & OIL/WATER STOPS SYMBOL LEGEND
= SD-3.1.19 / SW-40 (DRAIN / AIR HOLES & OIL / WATER STOPS)
= SD-3.1.1 THRU SD-3.1.7 (DRAIN / AIR HOLES)
= SD-3.1.8 THRU SD-3.1.14 (DRAIN / AIR HOLES & OIL / WATER STOPS)
1. ALL DIMENSIONS ARE METRIC (SI). THE DERIVED UNIT IN USE IS MILLIMETERS (mm)
2. THE SHIP SHALL SATISFY DESIGN AND CLASSIFICATION CRITERIA IN ABS RULES FOR
BUILDING AND CLASSING STEEL VESSELS (2015) AND REVISIONS THROUGH OCTOBER
2015 AND TO THE SATISFACTION OF THE ATTENDING SURVEYOR
3. ALL WELD CALLOUTS IN DECIMAL VALUES ARE WELD FACTOR ('C') PER ABS RULES AND
ARE TO BE USED IN CONJUNCTION WITH THE FILLET WELDING TABLE IN REFERENCE 2.
ALL FRACTIONAL WELD CALLOUTS ARE FILLET WELD LEG LENGTH IN INCHES
4. ALL FILLET WELDS ELSEWHERE ARE 0.12 WELD FACTOR (AS APPLIED TO REFERENCE 2)
UNLESS NOTED OTHERWISE. MINIMUM WELD SIZES TO BE IN ACCORDANCE WITH ABS RULES
5. ALL COLLARS AND LUGS ARE TO BE INSTALLED ON SIDE OPPOSITE OF STIFFENERS,
UNLESS NOTED OTHERWISE
6. WHERE COAMINGS ARE INSTALLED THROUGH OPENINGS/ARCHWAYS THE DIMENSIONS SHOWN
ARE THE CLEAR OPENING. CUT SIZES (HEIGHT, WIDTH, AND RADIUS) ARE
THE CLEAR OPENING PLUS THE THICKNESS OF THE COAMING AND PLUS 1mm
7. THE POSITION OF BUILDING BLOCK JOINT, SEAM, BUTT AND TEMPORARY OPENINGS IN
THIS DRAWING MAY BE ALTERED AND/OR ADDED WHERE NECESSARY
8. CUTOUTS FOR WELD ACCESS AND THROUGH MEMBERS MAY BE ALTERED AND/OR ADDED TO
SUIT AN APPROVED BUILD STRATEGY AS LONG AS THE FINAL DESIGN USES AN APPROVED
STANDARD
9. AIRHOLES, DRAINHOLES, RATHOLES, AND OILSTOPS ARE INDICATED FOR GUIDANCE ONLY. SUCH DETAILS MAY BE ADDED, DELETED, MODIFIED OR RELOCATED, WITH NASSCO ENGINEERING APPROVAL, AS LONG AS VESSEL PERFORMANCE IS NOT SIGNIFICANTLY ALTERED AND APPROVED STANDARDS ARE
APPLIED
10. ALL MATERIAL IS TO BE ABS GRADE "A" UNLESS NOTED OTHERWISE
11. FOR STIFFENER END CONNECTION SYMBOL DEFINITIONS SEE SSD SECTION 6
12. PORT AND STARBOARD ARE SYMMETRICAL ABOUT CENTERLINE OF SHIP UNLESS NOTED OTHERWISE
13. ALL PLANS, SECTIONS AND ELEVATIONS ARE SHOWN LOOKING DOWNWARD, FORWARD
AND TO PORT UNLESS NOTED OTHERWISE
14. WHERE CAMBER AND SHEER IS INDICATED, THE GRADIENT IS 20 MILLIMETERS
PER METER UNLESS NOTED OTHERWISE
15. ALL PROFILES AND PLATES, SSD's, SWD's AND OTHER INFO ANNOTATED ON PORT SIDE OF
SHIP ALSO APPLIES TO STBD SIDE OF SHIP, AND VICE VERSA UNLESS NOTED OTHERWISE
16. ALL WT AND OT BOUNDARIES ARE TAKEN FROM WATERTIGHT BOUNDARIES DRAWING
17. ALL FT, FLMTT AND GT BOUNDARIES ARE TAKEN FROM SAFETY PLAN
18. ANY RESERVATIONS ON THIS DRAWING ARE INDICATED THUS: CS-XXX ON THEIR APPLICABLE VIEW.
SEE SUMMARY LIST ON THIS SHEET
19. ALL STANDARD ABBREVIATIONS AND ACRONYMS USED IN THIS DRAWING ARE CONTAINED IN REF. 3
CONSTRUCTION DRAWING
05/25/2023
-573-321-1704
100-8934194
CARGO TRANSFER SRDM.LIZARRAGA
A.WILKINSON
-3
-1
-0
S
R D
MLee
5A
1A
20. WHERE BULBS ARE ANNOTATED PER THIS EXAMPLE:
"BP 197x12 A (BP180x12 A)"
THE SIZE IN PARENTHESIS REPRESENTS THE DESIGN SIZE.
THE ACTUAL SIZE IS INCREASED DUE TO CHANGES IN BUILD STRATEGY.
DEPTH
101.6
152.4
177.8
203.2
THICKNESS AND GRADE
STD FB SYMBOLS
15.9
AH36A
19.1
AH36A A AH36
9.5
AH36A
12.7 DEPTH
THICKNESS AND GRADE
STD BULB SYMBOLS
AH36A
AH36A
AH36A A AH36
AH36A
ILS STANDARDS (SHIP-WIDE)
ILS-1 (BULB TO BULB) ILS-2 (BULB TO TEE)
MAT'L GR FOR ALL ILS'S TO BE EQUAL TO THE HIGHEST GR OF ADJOINING MEMBERS
BULB SIZE ILS SIZE
D ≤ 150
150 < D ≤ 220
220 < D ≤ 260
260 < D ≤ 300
300 < D ≤ 380
380 < D ≤ 420
430 < D ≤ 450
FB 101.6x12.7
FB 152.4x12.7
FB 177.8x12.7
FB 203.2x15.9
FB 254x19.1
FB 275x20
FB 300x25.4
FLG 75
' t '
' t ' TO BE EQUAL TO OR GREATER THAN
' twa ' OR ' twb ', WHICHEVER IS THE THICKEST
SD-8.4.11
SD-8.4.10
D
' twa ' ' twb '
' t '
TYP
SD-8.4.10
' D1 '
SEE TABLE
' D2 '
NOTE - IF BULBS ARE OF DIFFERENT SIZES,
' D ' IS THE LARGEST.
SIMILAR TO ILS-2 UNO
ILS-3 (TEE TO TEE)
7A
CT
VENT AND PIPE OPENINGS
BOXED FRAME DOORS
BILGE KEEL
STANCHIONS
FRAME 113 STIFFENING ARRANGEMENT
MOORING FENDER STATION
TANK TOP BILGE WELLS
RAS/FAS STATION CONTROL BOOTHS
PUMP ROOM AIR INTAKES & EXHAUST AT L12 P/S
02 LEVEL, CHANGE TO TRANS. FRAMING (See 571-341-7023-02)
01 LEVEL 21640 ABL, UPDATE TO REV B (See 571-341-7023-02)
MAIN DECK 17200 ABL, UPDATE TO REV B (SEE 571-341-7023-03)
BILGE AREA STIFFENING AT FRS 97 & 93 (P&S)
BILGE AREA STIFFENING AT FRS 113, 109, 105, & 101 (P&S)
BILGE AREA STIFFENING AT FRS 129, 125, 121, & 117 (P&S)
DOOR OPENINGS
STAIRS LANDINGS
ELEVATOR (DOOR OPENING)
571-341-7024-B ECN-01
BILGE KEEL (BACKUP STRUCTURE)
RECESSED SHELL BITTS AT FRS 93, 105 & 129
ACCESS LIFTING PADEYES (BACKUP STRUCTURES)
FAS / RAS SECONDARY EQUIPT BACKUP STRUTURES
CARGO CRANE NO 1
TORPEDO WARNING SYSTEM FDN
ACCOMMODATION LADDER BACKUP STRUCTURES
CARGO PUMP ROOM
FAS STATION NO 8
FAS STATION NO 6
FAS STATION NO 5
RAS STATION NO 4
RAS STATION NO 3
FAS STATION NO 2
FAS STATION NO 1
BULWARK
CS-121
CS-118
CS-105
CS-102.4
CS-45
CS-44
CS-43
CS-42
CS-34
CS-32
CS-31
CS-30
CS-24
CS-23
CS-22
CS-20
CS-19
CS-18
CS-17
CS-16
CS-15
CS-13
CS-10
CS-09
CS-06
CS-05
CS-04
CS-03.08
CS-03.06
CS-03.05
CS-03.04
CS-03.03
CS-03.02
CS-03.01
CS-02
BASIC SCANTLING SUBSTITUTION
PROFILE CONSOLIDATION FOR MATERIAL ORDERING
MATERIAL GRADE 'A' MAY BE SUBSTITUTED WITH AH36
F L A
N G
E
UF 16X127
UF 13X205
UF 16X102
UF 16X127
FB 15.9X203.2
UF 16X102
UF 19.5X102
UF 19.5X127
UF 19.5X153
UF 22.5X205
UF 22.5X205
UF 25X275
UF 22.5X205
FB 25.4X254
FB 25.4X152.4
UF 30X300
UF 35X350
UF 19.5X153
UF 22.5X205
UF 19.5X102
UF 13X205
UF 16X102
FB 12.7X127
FB 12.7X203.2
FB 15.9X101.6
FB 15.9X127
FB 16X200
FB 16X100
FB 19.1X101.6
FB 19.1X127
FB 19.1X152.4
FB 19.1X203.2
FB 19X200
FB 20X275
FB 22.2X203.2
FB 22.2X254
FB 25.4X127
FB 25.4X300
FB 25X300
FB 32X350
MT 240X152.4X11X19.1
MT 240X203.2X11X22.2
MT 250X101.6X10X19.1
MT 300X203.2X10X12.7
MT 350X101.6X10X15.9
MT 350X101.6X12X15
MT 400X101.6X11X15.9
MT 515X101.6X9X15.9
BASIC SCANTLING SUBSTITUTION
BP 140X8
BP 140X10
BP 160X8
BP 160X11
BP 180X10
BP 180X12
BP 200X8
BP 200X10
BP 200X12
BP 220X10
BP 220X11.5
BP 220X13
BP 240X10
BP 240X14
BP 260X12
BP 280X13
BP 300X11
BP 300X13
BP 320X14
BP 340X14
BP 370X14
BP 140X6
BP 140X7
BP 140X9
BP 160X7
BP 160X9
BP 160X10
BP 180X9
BP 180X9.5
BP 180X11
BP 200X7
BP 200X9
BP 200X11
BP 200X11.5
BP 220X8
BP 220X11
BP 220X12
BP 240X8
BP 240X9
BP 240X12
BP 260X11
BP 280X12
BP 300X10
BP 300X12
BP 320X13
BP 340X13
BP 370X13
01 LEVEL TO SHELL 0.42
GD NASSCO573 USNS EARL WARREN
FLEET REPLENISHMENT OILER
(T-AO 207)
N00024-09-C-2229
≤ 150
151 - 200
201 - 250
251 - 300
301 - 350
351 - 400
401 - 450
451 - 500
SOLE / CAP PLATES FOR PIPE STANCHIONS
SOLE PLATE
O.D. x SLOT WELD Ø
STANCHION
NOMINAL Ø
230 x NO SLOT
280 x 75
330 x 75
380 x 75
430 x 75
480 x 75
530 x 75
580 x 75
I/D
SP-1
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SP-8
DETAILS SHOWN HERE SUPERSEDE
SD-7.1.1 IN SECTION 7 OF REF 1.
(ALL OTHER CRITERIA STILL APPLY)
PIPE
STANCHION
SOLE PLATE O.D.
(SEE TABLE)
SLOT WELD Ø
(SEE TABLE)
SLOT WELD
(REF 2,
PAGE 55)
NON-STANDARD ABBREVIATIONS
STRUCTURAL:
B = BRACKET
TB = TRIPPING BRACKET
STN = STANCHION (WIDE FLANGE,
PIPE OR MANUFACTURED)
OUTFIT:
BE = BERP (BOLTED EQUIPMENT REMOVAL PL)
SC = SCUTTLE
WN = WINDOW
B = EFFECTIVE BRACKET
REV CHECKED APPROVEDDESCRIPTION DATE DRAWN
M.LEE
REVISIONS SUMMARY
(-) 05/25/2023 M.LIZARRAGA A.WILKINSONINITIAL ISSUE
PLANS : TANK TOP 2200 ABL AND NO 2 STRINGER 5400 ABL
PLANS : FLAT 7960 ABL, FLAT 10700 ABL AND NO 1 STRINGER 11440 ABL
PLANS : 1ST PLATFORM 13200 ABL, MAIN DK 17200 ABL AT CL AND LANDING 19379 ABL
PLANS : 19800 ABL AND 01 LEVEL 21640 ABL AT CL BETWEEN FRAMES 216 AND 161
PLANS : 01 LVL 21640 ABL AT CL BETWEEN FRAMES 161 AND 43, AND ELEV ON BULWARK
PLANS : 02 LVL (RAS/FAS DOGHOUSES, LKRS, WINCH DK)
ELEVATIONS : L20, L19, INNER SKIN PORT, SLOPING HOPPER PORT
ELEVATIONS : CANTED NT GIRDER PORT, L14 AND L13
ELEVATIONS : L12, L10 AND L8
ELEVATIONS : L8 AND L7
ELEVATIONS : L5, L4, L2, CL GDR AND CL BHD
ELEVATIONS : L-1, L-3, L-4, L-6 AND L-7
ELEVATIONS : L-8, L-9, L-9+350, L-10 AND L-12
ELEVATIONS : L-13, L-14, L-15, L-19, CANTED NT GIRDER STBD, SLOPING HOPPER STBD
ELEVATIONS : INNER SKIN STBD AND L-20
SECTIONS : FR214, FR211, FR210, FR208, FR207 AND FR205
SECTIONS : FR202, FR199, FR196, FR193, FR190 AND FR189
SECTIONS : FR188, FR186, FR185, FR183, FR181 AND FR177
SECTIONS : FR173, FR169, FR165, FR161, FR157 AND FR153
SECTIONS : FR149, FR145, FR143, FR142, FR139, FR141, FR137, FR133 AND FR132
SECTIONS : FR129, FR127, FR125, FR121 AND FR117
SECTIONS : FR116, FR115, FR113 AND FR109
SECTIONS : FR105, FR101 AND FR99
SECTIONS : FR97, FR93 AND FR89
SECTIONS : FR87, FR85, FR81, FR79, FR77, FR73, FR69 AND FR65
SECTIONS : FR61, FR57, FR54, FR53, FR49 AND FR45
KING POST DETAILS
KING POST DETAILS
DETAILS : FOR WT BHDS, WEB FRAMES AND BILGE KEEL
ARRANGEMENT AND DETAILS : FOR BILGE WELLS
THIS SHEET INTENTIONALLY LEFT BLANK
THIS SHEET INTENTIONALLY LEFT BLANK
DETAILS : ASSOCIATED WITH SHEET 07
THIS SHEET INTENTIONALLY LEFT BLANK
THIS SHEET INTENTIONALLY LEFT BLANK
THIS SHEET INTENTIONALLY LEFT BLANK
THIS SHEET INTENTIONALLY LEFT BLANK
THIS SHEET INTENTIONALLY LEFT BLANK
WELD DATA CONNECTIONS : SHEER DECK TO SHELL
WELD DATA CONNECTIONS : SEACHESTS, KING POSTS, BILGE KEEL AND SLOPING HOPPER
THIS SHEET INTENTIONALLY LEFT BLANK
MINIMUM
SCANTLING
AS BUILT
(MOD-092)
MINIMUM SCANTLING PLUS
CORROSION ALLOWANCE
PLATE THICKNESS DEFINITIONS
EXAMPLE ANNOTATION
(14.0A) 15.0A <17.5A>
(XX.XX) YY.YY <ZZ.ZZ>
MT-25
MT-26
MT-27
MT-28
MT-29
MT-30
MT-31
MT-32
MT-33
MT-34
MT-35
MT-36
MT-37
MT-38
MT-39
MT-40
MT-41
MT-42
MT-43
MT-44
MT-45
MT-46
MT-47
MT-48
MT-49
MT-50
MT-51
MT 650x152.4x11/19.1 A
MT 1000x350x15/35 AH36
MT 788X101.6X12/12.7 AH36
MT 350x101.6x10/15.9 AH36
MT 450x254x10/15.9 AH36
MT 400x102x10/16 A
MT 350x203.2x10/25.4 AH36
MT 350x203.2x10/15.9 AH36
MT 350x152.4x10/12.7 AH36
MT 350x152.4x10/15.9 AH36
MT 1000x152.4x15/25.4 AH36
MT 800x203.2x12/25.4 A
MT 800x101.6x12/12.7 AH36
MT 800x101.6x25.4/12.7 AH36
MT 400x101.6x20/12.7 AH36
MT 800x275x12/25 AH36
MT 800x275x16/35 AH36
MT 800x152.4x13/15.9 AH36
MT 800x500x15/35 AH36
MT 660x101.6x14/19.1 A
MT 515x152.4x9/25 A
MT 515x101.6x10/15.9 A
MT 515x127x9/19.1 A
MT 525x203.2x12/19.1 A
MT TABLE (MANUFACTURED TEE'S)
SIZE AND GRADEI/D
MT-01
MT-02
MT-03
MT-04
MT-05
MT-06
MT-07
MT-08
MT-09
MT-10
MT-11
MT-12
MT-13
MT-14
MT-15
MT-16
MT-17
MT-18
MT-19
MT-20
MT-21
MT-22
MT-23
MT-24
MT 515x152.4x11/15.9 A
MT 515x101.6x9/15.9 A
MT 450x101.6x10/15.9 A
MT 650x203.2x11/12.7 A
MT 650x101.6x11/12.7 A
MT 300x101.6x10/12.7 A
MT 800x275x16/25 AH36
MT 550x203.2x16/19.1 A
MT 450x101.6x11/15.9 A
MT 350x203.2x12/28 AH36
MT 575x203.2x10/12.7 AH36
MT 800x400x27/27 AH36
MT 600x101.6x11/12.7 A
MT 980x254x17/25.4 AH36
MT 700x254x11/25.4 AH36
MT 950x254x14/25.4 AH36
MT 177.8x152.4x12.7/15.9 AH36
MT 650x254x15/25.4 A
MT 800x152.4x25/15.9 AH36
MT 450x203.2x10/15.9 A
MT 450x102x10/16 AH36
MT 256x150x10/16 A
MT 450x102x14/16 AH36
MT 450x101.6x12/12.7 AH36
MT 800x203.2x20/25.4 AH36
MT 650x203.2x11/15.9 A
MT 650x254x11/19.1 A
SIZE AND GRADEI/D
NOTES:
1. ALL MT ID NUMBERS (MT-XX) LISTED HERE ARE ZONE SPECIFIC
ONLY (NOT SHIP-WIDE).
2. MT-11 VARIABLE WIDTH. SEE PLAN 5-7G.
3. MT-25 VARIABLE WIDTH. SEE PLAN 5-7G.
4. MT-31 VARIABLE FLANGE IWO STANCHIONS. SEE PLAN 5-6B, 6-5A.
5. MT-24 VARIABLE WEB GRADE. SEE EL 9-5C.
6. MT-35 VARIABLE WEB DEPTH. SEE EL 10-3B.
7. MT-19 VARIABLE WEB DEPTH, FLANGE WIDTH. SEE EL 11-3D, DET 11-5F.
8. MT-10 VARIABLE FLANGE. SEE SECT 20-7E, DET 28-4E.
9. MT-46 VARIABLE WEB DEPTH.
10. MT-37 VARIABLE WEB DEPTH.
11. MT-20 VARIABLE WEB DEPTH.
TYPES: WF=WIDE FLANGE / M=MANUFACTURED / PIPE
STANCHION TABLE (SHIP-WIDE)
TYPEI/D GRADESIZE (PER SCANTLINGS)
571-321-1509
571-321-1508
571-321-1501
571-341-7008
571-341-7003
571-341-7020
571-341-7023
571-341-7024
571-339-3500
571-339-8531
571-339-1533
571-341-7022
571-339-8630
571-341-7010.03
571-339-3505
571-341-7082
571-321-1701
571-321-1702
571-339-1532
571-321-1715
571-321-1705
571-321-1706
571-341-7021
N/A
STANDARD STRUCTURAL DETAILS
STANDARD WELDING DETAILS (NASSCO STD. No. 71-2001)
STANDARD ABBREVIATIONS AND ACRONYMS
GENERAL ARRANGEMENT
WATERTIGHT BOUNDARIES
SHELL EXPANSION
DECKS PLAN AND ELEVATIONS
SECTIONS MIDBODY
MACHINERY ARRANGEMENT
STEEL DOOR LIST
MANHOLE LIST
MIDSHIP SECTION
JOINER DOOR & PASSING WINDOW SCHEDULE
SAFETY PLAN
PUMP ROOM ARRANGEMENT
STRUCTURAL FIRE PROTECTION PLAN
CONSTRUCTION DRAWING - ENGINE ROOM
CONSTRUCTION DRAWING - DECKHOUSE LOWER
HATCH, SCUTTLE, BERP & WERP LIST
CONSTRUCTION DRAWING - CARGO FORWARD
CONSTRUCTION DRAWING - CARGO AFT
CONSTRUCTION DRAWING - BOW
SECTIONS STERN
STD DWG - DECK SOCKET, CLOVER LEAF FLUSH TYPE
803-8723958
100-8723959
042-8741807
801-8723886
835-8726983
085-8723932
083-8723934
085-8723935
201-8723975
624-8726999
167-8723971
085-8723933
624-8727057
TBD
201-8723974
830-8723939
100-8723963
100-8723964
167-8723970
100-8741805
100-8723962
100-8741803
085-8723937
TBD
STN-01
STN-02
STN-03
STN-04
STN-05
STN-06
STN-07
STN-08
STN-09
STN-10
STN-11
STN-12
STN-13
STN-14
STN-15
STN-16
STN-17
STN-18
STN-19
STN-20
A
A
A
A
AH36
AH36
AH36
A
A
ASTM 572
A
A
A
A
A
A
A
A
A
AH36
W200x46.1
W310x283
W360x262
W610x195
728x360x23/47
W690x350
700x600x25 / 30
8" SCH 80
W310x107
W410x132
10" XS
6" XS
W200x71
10" SCH 80
12" XS
14" SCH 80
18" SCH 80
12" SCH 80
W150x22.5
728x360x23/41
WF
WF
WF
WF
M
WF
M
PIPE
WF
WF
PIPE
PIPE
WF
PIPE
PIPE
PIPE
PIPE
PIPE
WF
M
21. (NOT USED)
22. STRUCTURAL CONFIGURATIONS FROM HULL TO HULL MAY VARY AS DRIVEN BY BUILD STRATEGY, BUILDER’S ENHANCEMENTS AND MATERIAL SUBSTITUTION, AS LONG AS MINIMUM DESIGN SCANTLINGS ARE MAINTAINED.
ANY SUCH VARIATIONS ARE ONLY REPRESENTED IN THE LATEST REVISION OF THE CONSTRUCTION DRAWING.
FOR EARLIER CONFIGURATIONS, REFER TO PREVIOUS REVISIONS.
| Amendment 0002 - QA_DC |
| Fuel Sale SPE602-25-R-0702 Q&A_DC |
| Exhibit F - Technical Specs |
| Attachment 1 - T-AO 205 Summary Sheet |
| Attachment 2 - CONSTRUCTION DRAWING |
File details come from the government source that posted it. Updated .