26M096CN Building BB6 Roof Repairs SOW.pdf

PDF 1006 KB Posted Jul 22, 2026

Attached to: Building BB6 Roofing Repairs
Solicitation number: N4008526R9068
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 22, 2026

This is a set of construction drawings and specifications for roof repairs at Building BB6, located at Courthouse Bay on Camp Lejeune, North Carolina, under MACC Project #26-0438 (Contract #26M096CN).

The scope of work includes complete roof system replacement with demolition of existing roofing membranes, shingles, flashing, and fascia down to the roof sheathing. The contractor must replace a minimum of 25 percent of existing plywood deck substrate with new 3/4-inch CDX plywood matching existing conditions. Work includes installation of new metal roofing panels with associated flashing details at ridges, hips, eaves, rakes, valleys, and wall transitions. The contractor must coordinate staging area location, site access, and toilet facilities with the Contracting Officer, maintain site security and job safety in accordance with OSHA standards, and prevent dust and debris from leaving the construction site. All utilities and existing features require field verification prior to construction, with the contractor assuming responsibility for any damage. The contractor must review the asbestos inspection survey before commencing work and abate any asbestos materials discovered. Mechanical units on the curb must remain operational throughout construction. Debris disposal follows Camp Lejeune procedures: asbestos-containing materials and lead paint go to the base landfill by appointment, while non-contaminated materials require pre-registration and weighing through base landfill scales. Construction must comply with UFC criteria, IBC, NFPA standards, ABA, and ADA requirements.

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Other files

File	Type	Posted
Amend 0003 26-0438.pdf	PDF	Aug 12, 2026
Amend 0002 26-0438.pdf	PDF	Aug 11, 2026
Amend 0001 26-0438.pdf	PDF	Aug 4, 2026
26M096CN Building BB6 Roof Repairs PD.pdf	PDF	Jul 22, 2026
Combined DIV 01 SPECS.pdf	PDF	Jul 22, 2026
RFP_260438.pdf	PDF	Jul 22, 2026
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf	PDF	Jul 22, 2026
07 61 15.00 20 ALUMINUM STAND SEAM - 08March2021.pdf	PDF	Jul 22, 2026
07 22 00.pdf	PDF	Jul 22, 2026
07 52 00.pdf	PDF	Jul 22, 2026

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COURTHOUSE BAY, CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

26-0438

BB6

ROOF REPAIRSLOCATION

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AREA MAP

DRAWING INDEX

BB6

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PARTRIDGE

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SNIPE

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LANDFILL

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ROICC OFFICE BLDG 1005

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DRMO

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FRENCH CREEK BORROW PIT

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NEUSE

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%%UOAK GROVE

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USMC CAMP LEJEUNE

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TITLE PAGE

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SHEET #

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SHEET NAME

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TITLE SHEET, AREA MAPS

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DEMO PLAN

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RENO PLAN

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DETAILS

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DETAILS

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(TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT

INDIVIDUALLY NOTED.

13. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

15. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS.

16. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR

TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SO0N AS PRACTICABLE.

17. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR

CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCE AND STATUTES.

18. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER.

19. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND

BUILDING OCCUPANTS.

20. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.

21. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGE TO EXISTING UTILITIES.

22. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EMD AT (910)

451-9017 FOR INSTRUCTIONS.

23. CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.

GENERAL NOTES - ROOFING:

1. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS.

2. UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN

PLACE SUBSEQUENT TO NEW ROOF INSTALLATION. REMOVE AND REPLACE ALL EXISTING FLASHING ELEMENTS AT ALL PENETRATIONS

PRIOR TO NEW ROOFING SYSTEM INSTALLATION.

3. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION

PHASING. COORDINATE ALL SHUTDOWNS AND/OR MODIFICATIONS OF EXISTING SYSTEMS WITH THE CONSTRUCTION MANAGER.

4. THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND RE-ENERGIZE ALL

AFFECTED EQUIPMENT AND ELECTRICAL DEVICES AS NECESSARY TO RETURN THEM TO WORKING CONDITIONS.

5. FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 25% OF THE EXISTING

PLYWOOD WOOD DECK SUBSTRATE. THE NEW SUBSTRATE MUST MATCH EXISTING CONDITIONS (WOOD TYPE, WIDTH AND THICKNESS) AND MAINTAIN A

SMOOTH AND EVEN TRANSITION.

6. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP LEJEUNE FOR THE

OCCUPANTS OF THE BUILDINGS.

7. THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS AND BUILDING PRODUCTS

WITH TIGHTLY ADHERED LEAD CONTAINING PAINT. THE HOURS OF OPERATION ARE 0730-1530. DELIVERY OF ACCEPTABLE MATERIALS (LEAD AND

ASBESTOS) SHALL BE BY APPOINTMENT ONLY. APPOINTMENTS MADE BY PHONE AT 910-451-5011 OR 910-451-2946.

8. NON-CONTAMINATED MATERIALS: ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE

BEING REMOVED FROM THE BASE. CONTRACTORS UTILIZING THE BASE SCALES WILL REQUIRE CONTRACTING OFFICER ASSISTED PRE-REGISTRATION

WITH THE LANDFILL MANAGER. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES

WILL MAINTAIN A SECURE VEHICLE PLACARD AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACT INFORMATION TO THE LANDFILL CLERK, INCLUDING THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME/DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY OF

THE ABOVE MATERIALS WILL BE DELIVERED TO THE LANDFILL. HAULING AND OFF-BASE LANDFILL COSTS SHALL BE INCLUDED IN THE CONTRACT.

(10) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. COORDINATE WITH THE CONSTRUCTION MANAGER.

4. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED.

HAZARDOUS MATERIALS:

1. CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS KEN HENSLEY, 910-451-7018.

2. THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS AFFECTED BY THIS PROJECT. IF ASBESTOS MATERIALS ARE FOUND

THE CONTRACTOR MUST ABATE ALL SUCH MATERIALS.

UFC CRITERIA:

INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

1. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS.

2. UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS.

3. INTERNATIONAL BUILDING CODE (IBC).

4. LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101)

5. ARCHITECTURAL BARRIERS ACT (ABA).

6. AMERICANS WITH DISABILITIES ACT (ADA).

7. ICC/ANSI A117.1.

8. ALL APPLICABLE DESIGN CRITERIA (DOD).

9. NFPA 10 PORTABLE FIRE EXTINGUISHERS.

10. NFPA 72 FIRE ALARM AND SIGNALING CODE.

11. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES.

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AutoCAD SHX Text BB6 ROOF REPAIRS: SCOPE OF WORK: The contractor shall provide all material, labor, equipment and supervision required to accomplish The contractor shall provide all material, labor, equipment and supervision required to accomplish the following. GENERAL DESCRIPTION: This scope of work is to be accomplished at Building BB6 on Courthouse Bay aboard Camp This scope of work is to be accomplished at Building BB6 on Courthouse Bay aboard Camp Lejeune, North Carolina. The work includes removal of existing roofing and installation of SSMR roof and modified bituemn roofing on building. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own field measurements in determining : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be arranged through Contracting Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building.

AutoCAD SHX Text GENERAL NOTES/ENVIRONMENTAL NOTES: 1. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. 2. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. NUMBER OF ITEMS AND LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR MUST VERIFY ALL CONDITIONS AND INCLUDE IN SCOPE OF WORK ACCORDINGLY. 3. CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING CONSTRUCTION PRESENT. 4. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 5. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 6. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. 7. CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF EACH DAY. 8. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. 9. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS ASSOCIATED WITH THIS PROJECT, PATCH TO MATCH EXISTING, REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS ASSOCIATED WITH THIS PROJECT, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. 10. METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF EXISTING COMPONENTS DOES NOT AFFECT ADJACENT OCCUPIED AREAS. 11. THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. 12. THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT

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9. TELECOMMUNICATION RISER REDESTALS ARE WITHIN 50FT OF EACH BUILDING. PRESERVE AND PROTECT PEDESTALS. ANY DAMAGE TELECOMMUNICATION RISER REDESTALS ARE WITHIN 50FT OF EACH BUILDING. PRESERVE AND PROTECT PEDESTALS. ANY DAMAGE OCCURING TO THEM DUE TO CONSTRUCTION TO BE REPAIRED AT THE COST OF CONTRACTOR.

MISCELLANEOUS INFORMATION: 1. FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FOR THE ROICC'S OFFICE. THE CONTRACTOR SHALL NOT FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FOR THE ROICC'S OFFICE. THE CONTRACTOR SHALL NOT CONTACT THE FACILITY REPRESENTATIVE DIRECTLY UNDER ANY CIRCUMSTANCES. ALL COORDINATION SHALL BE DONE WITH THE CONSTRUCTION MANAGER ONLY. 2. THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS UNLESS COORDINATED WITH AND AGREED WITH THE THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS UNLESS COORDINATED WITH AND AGREED WITH THE FACILITY MANAGER. 3. IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE CONTRACTOR SHALL REQUEST PERMISSION TO SCHEDULE IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE CONTRACTOR SHALL REQUEST PERMISSION TO SCHEDULE ANY SHUTDOWN TEN (10) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. COORDINATE WITH THE CONSTRUCTION MANAGER.

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DEMO PLAN1

DEMO NOTES

01 STAGING: COORDINATE LOCATION WITH CO

DEMOLISH ALL ITEMS FROM THE ROOFING MEMBRANE TO THE TOP OF ROOF SHEATHING. DO NOT DISTURB SHEATHING. REPLACE ANY DAMAGED SHEATHING WITH NEW

4" CDX PLYWOOD. ASSUME 25% SHEATHING TO BE REPLACED.

DEMOLISH ALL SHINGLE ROOF, CAP, FLASHING AND FASCIA TO THE TOP OF SHEATHING. REPLACE ANY DAMAGED SHEATHING WITH NEW 34" CDX PLYWOOD.

ASSUME 25% SHEATHING TO BE REPLACED. DEMOLISH EXISTING FASCIA, SOFFIT AND VENTED DRIP SCREEN.

04 VENT: TO REMAIN, DO NOT DISTURB. REMOVE AND DISCARD BOOT FLASHING AND ROOFING COMPONENTS.

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AutoCAD SHX Text 92'-6"

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USMC CAMP LEJEUNE

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DEMO PLAN

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MECHANICAL UNIT ON CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING MATERIAL AND ROOFING MATERIAL WITHOUT AFFECTING THE EQUIPMENT OPERATION. REMOVE ALL CONDENSATE LINES AND PREPARE FOR INSTALLATION OF NEW TRAP PER DETAILS.

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RENO PLAN1

RENO NOTES

01 STAGING: COORDINATE LOCATION WITH CO

DEMOLISH ALL ITEMS FROM THE ROOFING MEMBRANE TO THE TOP OF ROOF SHEATHING. DO NOT DISTURB SHEATHING. REPLACE ANY DAMAGED SHEATHING

WITH NEW 34" CDX PLYWOOD. ASSUME 25% SHEATHING TO BE REPLACED.

DEMOLISH ALL SHINGLE ROOF, CAP, FLASHING AND FASCIA TO THE TOP OF SHEATHING. REPLACE ANY DAMAGED SHEATHING WITH NEW 34" CDX PLYWOOD. ASSUME 25% SHEATHING TO BE REPLACED. DEMOLISH EXISTING SOFFIT AND VENTED DRIP SCREEN.

AutoCAD SHX Text 23'-10"

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AutoCAD SHX Text 92'-6"

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RENO PLAN

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VENT: TO REMAIN, DO NOT DISTURB. INSTALL NEW FLASHING PER SPECS AND DETAILS

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AutoCAD SHX Text MECHANICAL UNIT ON CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING MATERIAL AND ROOFING MATERIAL WITHOUT AFFECTING THE EQUIPMENT OPERATION. REMOVE ALL CONDENSATE LINES AND PREPARE FOR INSTALLATION OF NEW TRAP PER DETAILS.

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NEW ROOF TO WALL FLASHING. SEE DETAIL.

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SVALLEY DETAIL3

FIXED RIDGE/HIP DETAIL1

EAVE W/ GUTTER DETAIL2

RAKE W/ VERTICAL PANEL DETAIL4

RAKE DETAIL5

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FASTENERS (2) TWO PER CLIP

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

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SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

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STRAIGHT PANEL CUT: TURN UP PANEL PAN USING PAN-END TOOL.

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SKEWED PANEL CUT: TURN UP PANEL PAN USING HAND TOOLS BY ERECTOR.

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RIDGE/HIP TRIM

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FASTENERS @ SEAMS

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OFF-SET CLEAT

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PANEL CAP

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PANEL CLIP

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PANEL

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NOTE: NO FASTENER PENETRATIONS THROUGH PANEL AT RIDGE

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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#44-1/8" S.S. RIVETS

AutoCAD SHX Text 2" GUTTER STRAP @ 19" o.c. max. FIELD HEM TO PROVIDE FOR DOUBLE MATERIAL THICKNESS.

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OUTLET TUBE

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DOWNSPOUT

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EDGE STIFFENER *DOUBLE MATERIAL THICKNESS

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FASTENERS

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SEALANT BED SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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TURN DOWN PANEL SEAM CAPS IN FIELD.

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CONTINUOUS NEOPRENE FOAM CLOSURE.

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#62-3/16" STAINLESS STEEL, CLOSED-END (WATERTIGHT) RIVETS.

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FASTENERS (2) TWO PER CLIP

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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PANEL CLIP

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SEAM CAP

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PANEL

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6" OVERSIZED GUTTER FASTENED @ 6" O.C.

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BUTYL SEALANT SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

AutoCAD SHX Text CONTINUOUS NEOPRENE FOAM CLOSURE. APPLY (2) ROWS OF GUNABLE NON-CURING BUTYL SEALANT.

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FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text PANEL CLIP. -INSTALL CLIP AS CLOSE TO THE VALLEY EDGE AS POSSIBLE TO AID IN DOWNWARD PRESSURE BY PULLING THE PANEL PAN TIGHT INTO THE FOAM CLOSURE.

AutoCAD SHX Text #44- " STAINLESS 18" STAINLESS STEEL 6 EA. PER PANEL MINIMUM WITH MAXIMUM SPACING OF 4". *DO NOT *DO NOT PENETRATE VALLEY TRIM.

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6" MIN.

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TURN DOWN PANEL SEAM CAPS IN FIELD.

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PANEL

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SEAM CAP

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HOLD-DOWN CLEAT

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VALLEY CLOSURE

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VALLEY TRIM

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HOLD-DOWN CLEAT

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

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CLINCH CLOSED IN FIELD CONTINUOUSLY

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FASTENERS (2) TWO PER CLIP

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CONTINUOUS BUTYL TAPE APPLIED BETWEEN HEAD CLOSURE AND OFF-SET CLEAT.

AutoCAD SHX Text HEAD CLOSURE W' FACTORY FORMED NEOPRENE INSERT. FASTEN @ EACH SEAM CAP AND SET IN SEALANT BED..

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FOR PANEL TERMINATION OPTIONS.

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FASTENERS @ SEAMS

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SEAM CAP

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PANEL

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PANEL CLIP

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SUBSTRATE

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RAKE TRIM

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GABLE CLIP

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FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

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CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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FASTENERS (2) TWO PER CLIP

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HOLD-DOWN CLEAT

AutoCAD SHX Text FIELD CLINCH 2" @ 36" o.c. max.

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FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

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GABLE CLIP

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RAKE TRIM

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FOR PANEL TERMINATION OPTIONS.

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CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

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USMC CAMP LEJEUNE

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DETAILS

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NOT TO SCALE

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(ON CONCRETE DECK)

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PIPE BOOT THROUGH PANEL PAN DETAIL1

TRANSITION DETAIL2

FLASHING DETAIL AT WALL4TYPICAL MOD. BIT. ROOF DETAIL3

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NOTE: FLATTEN PANEL RIBS TO ALLOW BOOT TO NEST FLAT AGAINST THE PANEL PAN.

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VENT PIPE

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STAINLESS STEEL DRAW BAND

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PIPE BOOT, SET IN CONT' BUTYL SEALANT

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TURN EDGE OF HOLE IN PAN TO STIFFEN

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CUT PANEL TO ALLOW FOR EXPANSION MOVEMENT AROUND PIPE PENETRATION.

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THERMAL MOVEMENT ALLOWANCES

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EXISTING ROOF DECKING TO REMAIN

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EXISTING ROOF TRUSSES/FRAMING TO REMAIN

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MEMBRANE ROOFING SYSTEM

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1" RIGID INSULATION

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12" COVER BOARD

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SHEATHING

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CONT. TRTD BLOCKING. RIP TO ANGLE REQ'D

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PRE-FINISHED STANDING SEAM ROOF PANS WITH HEMMED LEADING EDGE.

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LAP SEALANT (TYP)

AutoCAD SHX Text PRE-FINISHED SPRING-LOCK METAL FLASHING COVER. SET IN CONTINUOUS MANUFACTURER'S SEALANT TAPE

AutoCAD SHX Text PREMETAL TRANSITION PAN W/ HEMMED RECEIVER UPPER EDGE. PAN WIDTH 16" ON BOTH SIDES OF BREAK (32" TOTAL)

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SELF ADHERING ICE AND WATER SHIELD MEMBRANE WATERPROOFING

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EXISTING WALL

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CONTINOIUS BED OF SEALANT (TYP), SET ALL FLANGES IN FULL BED OF SEALANT (TYP.)

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PREFINISHED METAL CAP FLASHING W/ REGLET AND SEALANT

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SELF ADHERING ICE AND WATER SHIELD MEMBRANE WATERPROOFING

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PREFINISHED METAL CLOSURE TRIM/FLASHING

AutoCAD SHX Text CONTINUOUS PREFINISHED Z-CLOSURE CUT TO FIT TIGHT BETWEEN ROOF PANEL SEAMS WITH SEALANT ON ALL CUT ENDS & SET WITH CONTINUOUS MANUFACTURER'S SEALANT TAPE.

AutoCAD SHX Text PREFINISHED STANDING SEAM ROOF W/ PANELS STANDING SEAM HOLD DOWN CLIPS INSIDE MECHANICAL SEAMS TYP.

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EXISTING ROOF DECKING TO REMAIN

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SELF ADHERING ICE AND WATER SHIELD MEMBRANE WATERPROOFING

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SBS-SIS MODIFIED MINERAL CAP SHEET WITH REFLECTIVE SURFACE

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MODIFIED TYPE III ASPHALT

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SBS MODIFIED BASE SHEET

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RECOVERY BOARD

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STAGGERED TAPERED INSULATION FASTENED TO DECK

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DECK

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MODIFIED TYPE III ASPHALT

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VAPOR BARRIER (ON CONCRETE DECK)

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USMC CAMP LEJEUNE

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DETAILS

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NOT TO SCALE

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Sheets and Views

26-0438 BB6 Reroof-Title Page

26-0438 BB6 Reroof-A1

26-0438 BB6 Reroof-A2

26-0438 BB6 Reroof-A3

26-0438 BB6 Reroof-A4

26-0438 BB6 Reroof-A5

File details come from the government source that posted it. Updated Jul 22, 2026.