SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures

SCAN UPDATE SEGMENT 7867 ROW OCS-G08815

United States Department of the Interior BUREAU OF SAFETY AND ENVIRONMENTAL ENFORCEMENT

GuIfofMexico OCS Region 1201 Elmwood Park Boulevard

New Orleans, Louisiana 70123-2394

In Reply Refer To: GE 1035A

Ms. Denise McGuire Shell Pipeline Company LP P. O. BOX 2648 Houston, TX 77252-2648

Dear Ms. McGuire:

July 9, 2019

Reference is made to Shell Pipeline Company, LP's (Shell Pipeline) application dated July 14, 2019, [eSubmittal ID 14359809] to modify Right-of-way Accessory Platform A-Valve in Ship Shoal Area Block 241 (Complex ID 21435] associated with Pipeline Segment No. 7867and Right-of-way No. OCS-G08515. Specifically, Shell Pipeline requests to perform the following activities:

1. Remove gas engine generators from the platform (2 Units) 2. Install 200 kW diesel engine generators on the platform (2 units) 3. Install temporary diesel storage tank (1 unit of 2300 gallons) 4. Install a diesel compressor package (185 cfm) 5. Remove temporary diesel engine generators from the platform (2 units - one for Shell and the

other belonging to NOV) 6. Install permanent process piping from Tote tank through the filter pot (new installation) and

the diesel storage tank to the new diesel generators 7. Install wiring, cable tray and junction boxes needed to suppoit the electrical installation

The pipeline is described as below: Segment Size Length Service Origin Destination

No. (inches) (feet) 7867 16 186,900 Oil Platform A Platform A-Valve

Green Canyon Ship Shoal Block 19 Block 241

Assigned Right-of-way Number: OCS-G08515

Pursuant to 30 CFR 250.1000(b), your application is hereby approved.

Please call Mr. Bimal K. Shrestha at (504) 736-2548 or Ms. Angie Gobert at (504) 736-2876, should you have any question.

Digitally signed by BIMAL SHRESTHA

Sincerely,

BIMAL C U D C C T U A Date: 2019.07.09

ormco i n n 1 5 . 0 8 : 3 7 . 0 5 . 0 0 . For: Bryan A. Domangue

Acting Regional Supervisor Regional Field Operations

bcc: 1502-01 SegmentNo. 7867, ROW OCS-G08515 (GE 1035A) 1502-01 ROW OCS-G08515 (Scanning) (GE 274E)

Shell Pipeline Company LP P.O. Box 2648 Houston. Texas 77252-2648 832-762-2487 [email protected]

June 14, 2019

Ms. Angie Gobert, GE1035A

Regional Supervisor, Field Operations

Bureau of Safety and Environmental Enforcement

Gulf of Mexico OCS Region

1201 Elmwood Park Boulevard

New Orleans, LA 70123-2394

R E : O F F S H O R E LOUISIANA SHIP SHOAL 241A PLATFORM, (SS241A, OCS-G08515) RIGHT-OF-WAY MODIFICATION. SEGMENT 7867. OCS-G08515 F A C I L I T I E S MODIFICATION - SS241A

Dear Angie:

In accordance with the provisions contained in Tide 30 CFR 250.900, Shell Pipeline Company LP ("SPLC") hereby submits this application for the modification of existing Platform SS241 A, Complex ID 21435). This modification provides for the replacement of two existing natural gas engine driven power generators with diesel driven generators.

Ship Shoal 241 currently has two (2) 200kW natural gas engine driven power generators on the facility to provide power to the entire facility. Due to production decline of the natural gas supply to the platform, the 2" gas supply line to these generators was recendy de-activated and the platform has relied on two (2) temporary 150 kW diesel driven generators instead. Currendy, there is an ongoing project to install new Aviation Equipment (FAA) on the platform. This new additional equipment would potentially increase the power demand on the platform. The natural gas driven generators will be replaced with permanent diesel driven generators to support the continuous operations of the platform.

1. Remove gas engine generators from the platform (2 Units) 2. Install 200 kW diesel engine generators on the platform (2 units) 3. Install temporary diesel storage tank (1 unit of 2300 gallons) 4. Install a diesel compressor package (185 cfm) 5. Remove temporary diesel engine generators from the platform (2 units - one for Shell and

the other belonging to NOV) 6. Install permanent process piping from Tote tank through the filter pot (new installation) and

the diesel storage tank to the ncw diesel generators

Bureau of Safety and Environmental Enforcement Ship Shoal 241 A ROW Modification June 14, 2019

Page Two

7. Install wiring, cable tray and junction boxes needed to support the electrical installation

The proposed work is in progress and commissioning is planned on or before July 6, 2019.

In support o f this request, the following information is being submitted:

1. Pay.gov in the amount of $4169

2. Deck Extension Structural Report 3. System Details 4. Framing Plan 5. Safety Analysis Function Evaluation Charts Sheets 1-6

I f you need additional information, please contact the undersigned or Suzy Younger at 713-208-5588 or [email protected].

Sincerely,

4 Denise McGuire Attorney-in-Fact SheU Pipeline Company LP, By its General Partner SheU Pipeline GP LLC

Attachments

cc: SheU PipeUne Company LP Todd Crisp, FacUity Engineer Rahul Shridhar, Sr. Facility Engineer Nick Stone, Operations Supervisor Kay ode Olaniyi, Sr. Project Manager Surya Mangipudi, Engineer Jason DoUar, Technical Consultant - Offshore

Bureau of Safety and Environmental Enforcement Amy PeUegrin, Houma District

From: [email protected] Subject: Pay.gov Payment Confirmation: BSEE Pipeline ROW Modification Application - BY

Date: June 14, 2019 at 8:31 AM To: [email protected]

O An official email of the United States government

Pay.gov Your payment has been submitted to Pay.gov and the details are below. If you have any questions regarding this payment, please contact Brenda Dickerson at (703) 787-1617 or [email protected].

Application Name: BSEE Pipeline ROW Modification Application - BY Pay.gov Tracking ID: 26I4NVP2 Agency Tracking ID: 75771080542 Transaction Type: Sale Transaction Date: 06/14/2019 09:30:41 AM EDT Account Holder Name: Karen D McGuire Transaction Amount: $4,169.00 Card Type: Visa Card Number: — — 7 1 7 0

Region : Gulf of Mexico Contact: Denise McGuire 832-762-2487 Company Name/No: Shell Pipeline Company LP, 02289 Pipeline Segment No.: 7867

THIS IS AN AUTOMATED MESSAGE. PLEASE DO NOT REPLY.

Pay.gov is a program of the U.S. Department of the Treasury, Bureau of the Fiscal Service

SHELL PIPELINE COMPANY

SHIP SHOAL 241 PLATFORM

DECK EXTENSION ADDITION

Rev Description Date Prepared Reviewed Approved Client

0 Issued for Information 04/24/2019 M. Harvey T. Medina M. Hervey

1 Issued for Information 05/17/2019 M. Hervey T. Medina M. Hervey

EDG JobNo. 8019.001

EDG Document No 8019001-40600-00001

Shell Pipeline Company 88 241 Platform Deck Extension Addition

INTRODUCTION

In March 2017, Shell Pipeline Company (SPLC) contracted EDG to connect two small, existing deck extensions on the west side of the Lower Deck on SS 241. Grating was to be added to the existing south extensionand to the newly framed area spanning between the existing deck extensions. The north deck extension was to be left ungrated because of accessibility issues. Reference Photograph 1, below.

Existing Deck

Extension

Photograph 1: West Side of Lower Deck (facing south) on SS 241 Platform

SPLC provided the loading criteria. The area was to be designed for 200 psf area loading. Alternately, the area was to be designed to withstand the setting of a survival capsule by the platform crane.

The following specifications were used in the analysis:

• AISC Manual of Steel Construction, Allowable Stress Design, Ninth Edition.

• API RP 2A, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design, 2 1 S T Edition

8019001-40600-00001 1 SS241 DeckExtReport.docx Page 2 of 8

Shell Pipeline Company SS 241 Platform Deck Extension Addition

LOADING CRITERIA

The loading criteria provided by SPLC are listed below:

Load Case 1: 200 psf area loading on deck extension with 100 year storm metocean loads and associated dead and live loads; utilize one third allowable stress increase

Load Case 2: 200 psf area loading on deck extension with operating storm metocean loads and associated dead and live loads; no allowable stress increase utilized

Load Case 3: 24 kip x 1.5 impact factor, distributed over 8' x 12' area with operating dead and live loads; no metocean loads and no allowable stress increase

In March 2019, EDG was subsequently contacted by SPLC and asked to determine whether the deck extension could support 400 psf area loading. This time EDG was asked to load the entire area, including the north deck extension that had been previously left ungrated.

ANALYSIS

The two, small deck extensions previously installedwere not included in any drawings or structural models that EDG had. Model results noted as "existing" in this report, do not include the two, small deck extensions. Field measurements of these extensions were taken by SPLC, and the members were incorporated into the model. Since the age ofthe existing deck extension is unknown, 36 ksi steel was assumed. Additional steel was added to connect the existing extensions and the model was loaded according to the loading criteria above. The Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis.

See Figures 1 and 2, below, for a view of the entire SACS™ model and a view of the Lower Deck. The deck extension is highlighted in pink.

8019001-40600-00001_1_SS241 DeckExtReport.docx Page 3 of 8

Shell Pipeline Company SS 241 Platform

Deck Extension Addition

0 &

A/ Figure 1: SACS Isometric View of SS241

Figure 2: SACS Plan View of SS241 Lower Deck (Deck Extension in Pink)



RESULTS

Figures 3 and 4 depict the Lower Deck in its existing condition. This model incorporates all of the structural changes that have occurred on the platform since the plug and abandonment work was done in 2012. According to the original design drawings, the Lower Deck was designed to support area loading ranging from 275 psf to 1800 psf. The current model includes 200 psf area loading on the Lower Deck.

Figure 3: Unity Ratio Plot of Lower Deck - Existing Condition (UOO.80)

Figure 4: Unity Ratio Plot of Lower Deck - Existing Condition (Vicinity of Deck Extension)



Figures 5 and 6 depict the Lower Deck with the proposed deck extension, loaded with 200 psf area loads. The 200 psf area load was added to the 100 year storm and operating load combinations. A one third allowable stress increase was utilized for all 100 year storm cases. There were no significant changes in stresses.

Figure 5: Unity Ratio Plot of Lower Deck - 200 psf Area Load on Extension (UOO.80)

Figure 6: Unity Ratio Plot of Lower Deck - 200 psf Area Load on Extension (Vicinity of Extension)



Figures 7 and 8 depict the Lower Deck with the proposed deck extension, loaded with 400 psf area loads. The 400 psf area load was added to the 100 year storm and operating load combinations. A one third allowable stress increase was utilized for all 100 year storm cases. There were no significant changes in stress.

Figure 7: Unity Ratio Plot of Lower Deck - 400 psf Area Load on Extension (UOO.80)

Figure 8: Unity Ratio Plot of Lower Deck - 400 psf Area Load on Extension (Vicinity of Extension)



Figures 9 and 10 depict the Lower Deck with the proposed deck extension, loaded with the 24 kip load applied to an 8 ft. by 12 ft. area. A 1.5 impact factor was applied to this load. This load case includes operating dead and live loading on the platform, but does not include any metocean loading since the load is instantaneous. No allowable load increase was utilized. There were no significant changes in stress.

Figure 9: Unity Ratio Plot of Lower Deck -Impact Load on Extension

Figure 10: Unity Ratio Plot of Lower Deck -Impact Load on Extension (Vicinity of Extension)

RECOMMENDATIONS

Based on the analysis, the deck extension can be loaded with 400 psf area loading. The deck extension is also sufficient for the setting of the survival craft. Since the survival craft loading is less than 400 psf, it is acceptable to load the area around the survival craft with the full 400 psf area loading while the craft is present.


NOTES: 1. FOR GENERAL NOTES SEE DWG NO. SD 120850.

2. EXISTING STEEL TO BE PREPPED AND CLEANED DOWN TO BARE METAL PRIOR TO WELDING.

PLATFORM NORTH

SCALE:

F V — t t, s 1 1 — F A \ Y J J A

SCALE: '2" = 1'

1 1/2 .INSTALLATION CONTRACTOR TO ' TRIM BACK EXIST. GRATING'

EXIST. GRATING

- 5 ' - i

1 1/2 GRTG.

NEW DECK EXTENSION

EXIST. W24

SCALE SCALE: SCALE: '32" = 1

THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY

MICHELLE M. HERVEY, P.E. LA. LICENSE NO. 35977

0 5 / 2 2 / 2 0 1 9 THIS DOCUMENT SHOULD

NOT BE CONSIDERED A CERTIFIED DOCUMENT.

EDG, INC.

BOXER OFFSHORE CRUDE LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN

SECTION AND DETAILS BLOCK 241

THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER

LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN

SECTION AND DETAILS BLOCK 241



SECTION AND DETAILS 01 0 5 / 2 2 / 1 9 REVISED AS NOTED - ISSUED FOR CONSTRUCTION KLA MMH

BLOCK 241 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR

REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER


SECTION AND DETAILS

- 00 0 4 / 0 7 / 1 7 ISSUED FOR CONSTRUCTION CMZ MMH MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO

PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.

SCALE AS NOTED DATE REVISION

01 REV NO DATE DESCRIPTION OE REVISION ES NO. BY ELEC

ENGR MECH ENGR APP REV

NO DATE DESCRIPTION OE REVISION ES NO. BY ELEC ENGR

MECH ENGR APP

MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO

PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DRAWN CMZ 3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120852 REVISION

01

W12

3/1 6

CIO (SHIP LOOSE)-

1 /H

CIO

. 2 PLACES)

SCALE: 1 1 / 2 = 1 SD120851

o

EXIST. W24

CIO (SHIP LOOSE)

SCALE:

EXIST. 010

(SIM. 2 PLCS.)

SD120851

NOTE: TOP ELANGE OE W24 OMITTED FOR CLARITY

NOTES:

1. FOR GENERAL NOTES SEE DWG NO. S D 1 2 0 8 5 0 .


(SIM. 2 PLCS.)

SCALE SD120851 SCALE:

(INBOARD LOOKING OU" REF. DWG. NO. 5 0 1 2 0 8 5 2 )

£ £ r~\ 5 3

SCALE:

NOTE: N.S. SOCKET NOT SHOWN FOR CLARI"

2 3 / 8 " 0 HANDRAIL

C4 KICKPLATE

COPE FLG. OF 04 AT HI

SCALE: SCALE: 1 1 / 2 ?

SCALE:

NOTE: .S. SOCKET NOT

SHOWN FOR CLARI"

TYP.

CL SOCKET AND 7 / DIA HOLE FOR 3 / 8 " 0 SNAPPER PIN

NOTE: SNAPPER PINS REQUIRED AT ALL HANDRAIL SOCKETS

W24 OR EXIST.

WEB

3 1 / 2 " SOCKET (TYP

CL SOCKET

SNAPPER PIN WILSON MFG #SP38'

SCALE: 2" = 1 ' SCALE: 1 1/2 =1 SCALE:





EDG, INC.

REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC

ENGR MECH ENGR APP

01

00

REV NO

0 5 / 2 2 / 1 9

DATE

REVISED AS NOTED - ISSUED FOR CONSTRUCTION

ISSUED FOR CONSTRUCTION

DESCRIPTION OF REVISION ES NO.

C M :

BY ELEC ENGR

MECH ENGR APP

BOXER OFFSHORE CRUDE


REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OE THE INFORMATION

CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OE LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.

LOWER DECK EXTENSION MISCELLANEOUS

SECTIONS AND DETAILS

SCALE

DRAWN

AS NOTED

C M :

DATE

3 / 3 1 / 2 0 1 7 SPLC-GOM-BX-SD120853 REVISION

01

NOTES: 1. EOR GENERAL NOTES SEE DWG NO. SD 120850.


PLATEORM NORTH - S ' - i

SCALE

EXIST. 42

EXIST. CRANE PEDESTA PL 1 x 44" O.D.

PL 1/2 x 4" GRTG. SUPPOR"

PLATEORM NORTH -5'-(

NEW DECK EXTENSION

i/ / / x> / / /A

SCALE: SCALE: SCALE: SCALE:

22,

SCALE: 1 / 3 2 " = 1




NOT BE CONSIDERED A CERTILIED DOCUMENT.

EDG, INC.

BOXER OFFSHORE CRUDE LOWER DECK EXTENSION FRAMING PLAN

SECTIONS AND DETAILS BLOCK 241


LOWER DECK EXTENSION FRAMING PLAN

SECTIONS AND DETAILS BLOCK 241



SECTIONS AND DETAILS 01 0 5 / 2 2 / 1 9 REVISED AS NOTED - ISSUED EOR CONSTRUCTION KLA MMH


REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER


SECTIONS AND DETAILS

- 00 0 4 / 0 7 / 1 7 ISSUED EOR CONSTRUCTION CMZ MMH MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO

PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.

SCALE AS NOTED DATE P^ 1 H Jl P ^ P ^ ^ f \ f \ f% ^ ^

REVISION

01 REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC

ENGR MECH ENGR APP REV

NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC ENGR

MECH ENGR APP

MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO

PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DRAWN CMZ 3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120851 REVISION

01

SAFETY ANALYSIS FUNCTION EVALUATION CHART

PLANT IDENTIFICATION

Shell Pipeline Company LP BOXER OFFSHORE CRUDE

FU

NC

TIO

N P

ER

FO

RM

ED

DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE

FU

NC

TIO

N P

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FO

RM

ED

6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT MDM MLS

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5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT MDM MLS

SH

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PROCESS COMPONENT DEVICE ALTERNATE PROTECTION

IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE

KAQ 2000 INCOMING 16" OIL PIPELINE

FROM GC-19 "A"

PSH A.9a.2 KAQ 2000 INCOMING 16" OIL PIPELINE

FROM GC-19 "A" PSL A.9b.2


FROM GC-19 "A"

PSV A.9c.2


FROM GC-19 "A"

FSV LC-1


FROM GC-19 "A"

ZSC 2001 NOTE 1


FROM GC-19 "A"

KAH 2010 DEPARTING 16" OIL PIPELINE

TO EIPS SSTI AT SS-203

PSH 2010 KAH 2010 DEPARTING 16" OIL PIPELINE

TO EIPS SSTI AT SS-203 PSL 2010



PSV A.9c.4



FSV A.9d.2



ZSC 2011 NOTE 1



KAQ 2020 INCOMINGS" GAS PIPELINE

FROM TRUNKLINE

PSH A.9a.2 KAQ 2020 INCOMINGS" GAS PIPELINE

FROM TRUNKLINE PSL 1063


FROM TRUNKLINE

PSV A.9c.2


FROM TRUNKLINE

FSV FG-1


FROM TRUNKLINE


FROM SS-243A


FROM SS-243A PSL A.9b.2


FROM SS-243A

PSV A.9c.2


FROM SS-243A

FSV WC-1


FROM SS-243A

KAQ 2040 DEPARTING 12" OIL PIPELINE

TO COUGAR

PSH A.9a.2 KAQ 2040 DEPARTING 12" OIL PIPELINE

TO COUGAR PSL A.9b.2


TO COUGAR

PSV A.9c.2


TO COUGAR

FSV A.9d.3


TO COUGAR


FROM COUGAR


FROM COUGAR PSL A.9b.2


FROM COUGAR

PSV A.9c.2


FROM COUGAR

FSV LC-3


FROM COUGAR

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X X X X X X X X X

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X

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SHEET lof 6




FU

NC

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6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT M D M MLS

FU

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5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT M D M MLS

SH

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10 AVIATION UPGRADES-AS BUILT 11/18 JCM M D M AB

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9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04 /17 M D M DAH DAH

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8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 M D M DAH DAH

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7 REINSTALLATION OF PUMP MODULE 07/16 M D M DH M D M

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PAX 5010 OIL PIPELINE P U M P # 1 PSH 5012 PAX 5010 OIL PIPELINE P U M P # 1

PSL 5012

PAX 5010 OIL PIPELINE P U M P # 1

PSV Note 1


FSV PC-4


ZSC 5011A Note 1


ZSC 5011B Note 1


PAX 5020 OIL PIPELINE PUMP#2 PSH 5022 PAX 5020 OIL PIPELINE PUMP#2

PSL 5022

PAX 5020 OIL PIPELINE PUMP#2

PSV Note 1


FSV PC-4


ZSC 5021A Note 1


ZSC 5021B Note 1


PAX 5030 OIL PIPELINE PUMP#3 PSH 5032 PAX 5030 OIL PIPELINE PUMP#3

PSL 5032


PSV Note 1


FSV PC-4


ZSC 5031A Note 1


ZSC 5031B Note 1


MBF 1060 FUEL GAS KNOCKOUT DRUM

GAS

LIQUID

PSH 1062 MBF 1060 FUEL GAS KNOCKOUT DRUM

GAS

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PSV 1061


GAS

LIQUID

LSH 1061


GAS

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LSL 1063


GAS

LIQUID

FSV 1 A.4f.2


GAS

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GAS

LIQUID

MAK 1070 FUEL GAS FILTER SEPARATOR

GAS

LIQUID

PSH 1074 MAK 1070 FUEL GAS FILTER SEPARATOR

GAS

LIQUID

PSL 1075


GAS

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PSV 1071


GAS

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LSH 1072


GAS

LIQUID

LSL A.4e.3


GAS

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FSV 1 A.4f.2


GAS

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GAS

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38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

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SHEET 2 of 6




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NZZ 8010 FUEL GAS HEATER

(PIPETUBE HEATER)

PSH A.4a.6 NZZ 8010 FUEL GAS HEATER

(PIPETUBE HEATER) PSL A.4b.2


(PIPETUBE HEATER)

PSV 8011


(PIPETUBE HEATER)

PSV 8012


(PIPETUBE HEATER)

LSH A.4d.3


(PIPETUBE HEATER)

LSL 8011


(PIPETUBE HEATER)

FSV A.4f.2


(PIPETUBE HEATER)

TSH 8014


(PIPETUBE HEATER)

ABH 7080 SUMPTANK VENT ABH 7080 SUMPTANK

PSV A.S b.4

ABH 7080 SUMPTANK

LSH 7082

ABH 7080 SUMPTANK

LSL A.5d.4

ABH 7080 SUMPTANK

FA 7080

ABH 7080 SUMPTANK

PBH 5050 SUMP BOOSTER PUMP PSH A.7b.2 PBH 5050 SUMP BOOSTER PUMP

PSL A.7d.3

PBH 5050 SUMP BOOSTER PUMP

PSV A.7f.2


FSV S-l


PBH 5040 SUMP PUMP PSH 5041 PBH 5040 SUMP PUMP

PSL 5041

PBH 5040 SUMP PUMP

PSV 5041

PBH 5040 SUMP PUMP

FSV LC-4

PBH 5040 SUMP PUMP

ABJ 7090 JETFUELTANK VENT ABJ 7090 JETFUELTANK

PSV A.S b.2

ABJ 7090 JETFUELTANK

LSH A.5c.2


LSL A.5d.3


DA 7091


PBA 7090 JET FUEL PUMP PSH A.7b.3 PBA 7090 JET FUEL PUMP

PSL A.7d.2

PBA 7090 JET FUEL PUMP

PSV 7090


PSV 7090A


FSV 7090


FSL 7090


69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

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SHEET 3 of 6




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PROCESS COMPONENT DEVICE ALTERNATE PROTECTION g t o

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1 2 3 4 5 6 7 8 11 sJ2mm 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49

MBJ 100 LUBE OIL STORAGE TANK PSH A.4a.2 107

108

MBJ 100 LUBE OIL STORAGE TANK

PSL A.4b.2

107

108


PSV 100 109 X


LSH A.5c.2 110


LSL A.4e.3 111


FSV A.4f.2 112


TSH A.4g.3 113


114

PZZ 100 LUBE OIL STORAGE PUMP PSH A.7b.2 115 PZZ 100 LUBE OIL STORAGE PUMP

PSL A.7d.3 116

117

118

119

PZZ 100 LUBE OIL STORAGE PUMP

PSV A.7f.2

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117

118

119


FSV 100

116

117

118

119 X


116

117

118

119

MBJ 101 ANTIFREEZE STORAGE TANK PSH A.4a.2 120 MBJ 101 ANTIFREEZE STORAGE TANK

PSL A.4b.2 121

MBJ 101 ANTIFREEZE STORAGE TANK

PSV 101 122 X


LSH A.5c.2 123


LSL A.4e.3 124


FSV A.4f.2 125


TSH A.4g.3 126


127

128

129

130

131

PZZ 101 ANTIFREEZE STORAGE PUMP PSH A.7b.2

127

128

129

130

131

PZZ 101 ANTIFREEZE STORAGE PUMP

PSL A.7d.3

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128

129

130

131


PSV A.7f.2

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128

129

130

131


FSV 101

127

128

129

130

131 X


132

DAG CONTROL ROOM AND MCC 20% LEL

40% LEL

ROOM PRESSURE

SMOKE DETECTOR

ASH 133 DAG CONTROL ROOM AND MCC 20% LEL

40% LEL

ROOM PRESSURE

SMOKE DETECTOR

ASH 134 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DAG CONTROL ROOM AND MCC 20% LEL

40% LEL

ROOM PRESSURE

SMOKE DETECTOR

PSL 1103 135


40% LEL

ROOM PRESSURE

SMOKE DETECTOR YSH 136 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X


40% LEL

ROOM PRESSURE

SMOKE DETECTOR

137

ZAN 8021

8031

A-̂ S ENE RATOR 20% LEL

40% LEL

B-GENERATOR 20% LEL

40% LEL

ASH 138

139

140

141

142

ZAN 8021

8031


40% LEL

B-GENERATOR 20% LEL

40% LEL

ASH

138

139

140

141

142

X ZAN 8021

8031


40% LEL

B-GENERATOR 20% LEL

40% LEL

138

139

140

141

142

ZAN 8021

8031


40% LEL

B-GENERATOR 20% LEL

40% LEL

ASH

138

139

140

141

142

ZAN 8021

8031


40% LEL

B-GENERATOR 20% LEL

40% LEL ASH

138

139

140

141

142 X

ZAN 8021

8031


40% LEL

B-GENERATOR 20% LEL

40% LEL

" \ These qas detectors will be reinstalled 143

SHEET 4 of 6




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LAG A001 UV/IR FLAME DETECTORS UVIR LAG A001 UV/IR FLAME DETECTORS

LAG A002 ESD STATIONS ESD LAG A002 ESD STATIONS

LAG A004 LOSS OF INSTRUMENT AIR PSL 8021 LAG A004 LOSS OF INSTRUMENT AIR

PBE 805 DIESELTRANSFER PUMP PSH A.7.b.2 PBE 805 DIESELTRANSFER PUMP

PSL A.7.d.3

PBE 805 DIESELTRANSFER PUMP

PSV 805


FSV 805


ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-2 ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

TSH 1


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

YSH 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

HS 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

CO 1


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO CO 1


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ZZZ 438 DINING/LOUNGE BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-4 ZZZ 438 DINING/LOUNGE BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-4


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

TSH 1


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

YSH 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

HS 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

CO 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO CO 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ZZZ 430 LAUNDRY BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1 ZZZ 430 LAUNDRY BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1


40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

TSH 1


40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

HS 1


40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

CO 1


40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO CO 1


40% LEL

THERMAL DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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IDENTIFICATION | SERVICE ID SAC REF. | ALTERNATE DEVICE IF APPLICABLE

ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-4 ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL

40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

ASH 1-4


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

TSH 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

YSH 1-3


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

CO 1-2


40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

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200 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

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40% LEL

THERMAL DETECTOR

SMOKE DETECTOR

MANUAL

25 PPM CO

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THERMAL DETECTOR

SMOKE DETECTOR

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Notes: 1. See attached letter for removal of PSV's and alternative ZSC safety device OCS-G 8515

SHEET 6 of 6

i i i r i i i i i i

i i

REVISIONS 0 RAWING \JQ„ r DRAWING INDDX AND GDNDRAL NOTDS -- STRUCTURAL

CURRENT DATE 0 RAWING \JQ„ L DRAWING INDDX AND GDNDRAL NOTDS -- STRUCTURAL

01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 850 DRAWING INDE IX AND GDNDRAL NOTDS

01 0 5 / 2 2 / 1 9 SP _C--GOM-BX- -SD 120 851 RRAMING PLAL NJ, SDCT IONS ANE ) DDTAILS

01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 852 GRATING AND HANDR ML PLAN, SDCTION AND DDTAILS

01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 853 MISCDLLANDOl JS SDC" PONS AN D DDTAILS

GENERAL: IRRIGATION:

1.

2.

3.

5.

WORK SAEELY!

REPORT UNSAEE WORKING CONDITIONS TO YOUR IMMEDIATE SUPERVISOR.

SEE INDIVIDUAL DRAWINGS EOR SPECIEIC NOTES.

ALL WORK SHALL BE PERLORMED IN ACCORDANCE WITH THE MANULACTURER'S RECOMMENDATION.

INSPECT ALL EQUIPMENT, MATERIALS, AND SUPPLIES AS TO CONEORMANCE WITH THE SPEOFICATIONS PRIOR TO INSTALLATION.

6. INSPECT ALL EQUIPMENT, MATERIALS, AND SUPPLIES EOR DAMAGE PRIOR TO INSTALLATION.

7. ALL MATERIALS, WORKMANSHIP, COATINGS AND INSTALLATION SHALL CONPORM TO SPLC AND APPLICABLE API SPECIFICATIONS AND THEIR INCLUDED REEERENCES.

8. ALL STEEL SHOWN IS NEW UNLESS NOTED OTHERWISE.

5.

ALL PAB RI OATI ON AND WELDING SHALL CONEORM TO THE REQUIREMENTS OF API RP 2, AWS D l . l (DATEST EDITION) AND DEP 31.81 .10.32-GEN. AS AMENDED/SUPPLEMENTED BY U A D - 1 0 1 - 0 5 5 .

ALL CONTACTING STEEL SURFACES SHALL BE CONTINUOUSLY SEALED WITH MINIMUM FILLET WELDS. ALL INACCESSIBLE AREAS SHALL BE SEALED WITH PL 1/4 CLOSURES. ALL BURRS, ROUGH EDGES AND CORNERS SHALL BE GROUND SMOOTH UNLESS NOTED OTHERWISE.

3. INTERMITTEN" DRAWINGS.

'ELDING IS NOT ALLOWED UNLESS SPECIFICALLY SHOWN ON THE

\LL WELDS THAT WILL BE UNDER GRATING OR PLATE SHALL BE GROUND FLUSH.

\LL HOLES SHALL BE DRILLED OR MACHINED UNLESS NOTED OTHERWISE.

LABRICATGR SHALL PROVIDE EDGE PREPARATION OP MEMBERS TO BE FIELD VELDED, PRIOR TO LOAD-OUT, UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL:

1. NO MATERIAL OR MEMBER SIZE SUBSTITUTIONS MAY BE MADE APPROVAL OF THE SUPERVISING PROFESSIONAL ENGINEER.

"HOU"

2. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM TO:

- W-SHAPES: ASTM A992 (FY=50KSI)

- CHANNELS, ANGLES, S-SHAPES AND PLATE: ASTM A36 (FY=36KSI)

HSS:

PIPE:

ASTM ASOO GRADE B (FY=46KSI)

ASTM A53 GRADE B, A106 GRADE B OR API 5L, GRADE B SEAMLESS

3. STRUCTURAL STEEL NOTED AS (OR. 50) ON THE DRAWINGS SHALL CONFORM TO:

- PLATE:

- PIPE:

4. STRUCTURAL STEEL NOTED AS

- PLATE:

ASTM A572, GRADE 50 (FY=50KSI)

API 5L GRADE X52 WITH SRS, SEAMLESS

AND (IIA) SHALL CONFORM TO:

API SPEC 2H, GRADE 50 (FY=50KSI), OR

OTHER MATERIAL CLASSIFIED GROUP II, CLASS A, GRADE 50, IN API RP 2A. STEEL SHALL BE INTERMEDIATE STRENGTH STEEL WITH IMPROVED THROUGH THICKNESS STRENGTH, ALL MANUFACTURED WITH API SPEC. 2H SUPPLEMENTS S1, S3, S4, AND S5. SUPPLEMENTARY REQUIREMENTS FOR OTHER GROUP CLASS A MATERIALS SHALL BE APPROVED BY COMPANY.

rASTENERS:

STRUCTURAL BOLTS SHALL CONPORM TO ASTM A325, TYPE 1. NUTS SHALL CONFORM TO ASTM A563, GRADES 0, 03, D, DH, D3 OR ASTM A194/A194M, GRADES 2 OR 2H, HEAVY HEX HEAD. WASHERS SHALL CONPORM TO ASTM P436 OR ASTM P959. ALL CONNECTIONS USING STRUCTURAL BOLTS SHALL BE INSTALLED TO "SNUG TIGHT" CONDITION UNLESS NOTED OTHERWISE.

OF 25% FOR ALL PIELD CONNECTIONS, CONTRACTOR SHALL INCLUDE A SPARES FOR STRUCTURAL BOLTS, STUD BOLTS, WASHERS AND NUTS.

LAB RI CATO R SHALL TEST-FIT ALL FIELD-INSTALLED ITEMS. TEST FIT SHALL BE VITNESSED AND ACCEPTED BY INSTALLATION CONTRACTOR.

HANDRAI

"0 1. ALL HANDRAIL PANELS SHALL BE PIECE MARKED BY WELD BEAD PRIOR GALVANIZING AND TEST FITTED PRIOR TO SHIPMENT.

2. ALL HANDRAIL WELDS SHALL BE GROUND SMOOTH.

3. ALL HANDRAIL SOCKETS SHALL BE FITTED USING HANDRAIL PANELS AS PER DAYOUTS.

COATING:

UNLESS NOTED OTHERWISE, ALL AS STATED IN SPECIFICATION UA[

FABRICATED STEEL SH/ 3 - 1 0 4 - 0 8 0 (REV 1 .0)

BE COATED PER COATING SYSTEM "FCO" "H A LIGHT GRAY TOPCOAT FINISH COLOR.

2. ALL HANDRAILS, LADDERS AND STAIRS SHALL BE HOT-DIP GALVANIZED, IN CONFORMANCE WITH ASTM A123, AND U A D - 1 0 4 - 0 8 0 APTER PABRICATION. PROVIDE WEEP HOLE IN EACH ENCLOSED PIPE PRIOR TO GALVANIZING. LOCATE WEEP HOLE TO NOT ENTRAP WATER AND CAULK AFTER GALVANIZING.

REFERENCE SPECIFICATIQNS:

COMPANY SPECIFICATIONS FOR THIS WORK INCLUDE:

1. U A D - 1 0 1 - 0 5 5 , "STRUCTURAL STEEL FABRICATION OF SMALL DEEPWATER OFFSHORE SKIDS, FACILITY PACKAGES, AND SUBSEA SLEDS AND MANIFOLDS, AMENDMENTS/SUPPLEMENTS TO DEP 37.81.10.32-GEN." (REV 0.0, ISSUED MAY 15, 2014) .

2. DEP 31.81.10.32-GEN.,"STRUCTURAL STEEL FABRICATION OP SMALL DEEPWATER OPPSHORE SKIDS, FACILITY PACKAGES, AND SUBSEA SLEDS AND MANIFOLDS" (ISSUED SEPT. 2011) .

3. U A D - 1 0 4 - 0 8 0 , "PROTECTIVE COATINGS FOR OPPSHORE AND ONSHORE FACILITIES, AMENDMENTS/SUPPLEMENTS TO DEP 30.48.00.31-GEN." (REV 1.0, ISSUED DEC 17, 2015).

4. DEP 30.48.00.32-GEN., "COATING OF FASTENERS (ISSUED FEB 2012) .

5. DEP 37.81.21.32-GEN., "SURPACE PREPARATION, MATERIALS, APPLICATION, AND QUALITY CONTROL TESTING OF ALUMINUM-CERAMIC BASECOAT WITH RESIN-BONDED PLUOROCARBON TOPCOAT COATING SYSTEMS FOR DEEPWATER OPPSHORE EQUIPMENT" (FEB 2013)

6. OPS0055, "SEPCO LIFTING AND HOISTING STANDARD" (REV 4 . 1 , ISSUED AUG 2015) .

GRATING:

ALL GRATING SHALL BE STEEL GRATING UNLESS NOTED OTHERWISE.

- GRATING NOTED AS 1 1/2" SERRATED TYPE BAR GRATING WITH 3 / 1 6 " BEARING AT 1 3 / 1 6 " SPACING AND SPACER BARS AT 4" ON-CENTER.

- SHALL BE GALVANIZED AFTER PABRICATION, UNLESS NOTED OTHERWISE.

3ARS

SHALL BE BANDED WITH FLA1 HATCHES AND PENETRATIONS DRAWINGS.

BAR AROUND AL _ARGER THAN 6"

_ ROUGH EDGES OF OPENINGS, AND WHERE INDICATED ON THE

REMOVABLE GRATING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, USING HI LTI SYSTEM FASTENERS. COMPANY REPRESENTATIVE SHALL APPROVE FASTENING METHOD PRIOR TO GRATING INSTALLATION.

PIXED GRATING SHALL BE WELDED TO SUPPORTING MEMBERS EVERY FOURTH BAR WITH 3 / 1 6 " DOUBLE FILLET WELDS, 2" LONG.

FIXED AND REMOVABLE GRATING AND HATCHES SHALL BE INSTALLED PER MANUPACTURER'S RECOMMENDATIONS, USING STAINLESS (OR GALVANIZED) STEEL SADDLE CLIPS, G-TYPE CLIPS, HI LTI SYSTEM FASTENERS, OR APPROVED EQUAL. COMPANY REPRESENTATIVE SHALL APPROVE FASTENING METHOD PRIOR TO GRATING INSTALLATION.

2019





REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC

ENGR MECH ENGR APP

01

00 REV NO

0 5 / 2 2 / 1 9

0 4 / 0 7 / 1 7

DATE

ISSUED FOR CONSTRUCTION

ISSUED FOR CONSTRUCTION DESCRIPTION OF REVISION ES NO.

CM:

BY ELEC ENGR

MECH ENGR APP

BOXER OFFSHORE CRUDE


REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OE THE INFORMATION

CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OE LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.

LOWER DECK EXTENSION DRAWING INDEX AND GENERAL NOTES

SCALE

DRAWN

AS NOTED

CM:

DATE

3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120850 REVISION

01

Documents

SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures