22M041CN Structure S1976 S965 SRR249D SRR252 SRR188 Roof Repairs SOW.pdf

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Attached to: Structure S1976 S965 SRR249D SRR252 SRR188 Roof Repairs
Solicitation number: N4008522R2714
Issued by: Department of the Navy Naval Facilities Engineering Command

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MARINE CORPS BASE, CAMP LEJEUNE, N.C.

ROOF REPAIRS: S1976, S965, SRR249D,

SRR252, SRR188

AREA MAP

VICINTY MAP

LOCATION

MAP

AutoCAD SHX Text Richlands

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US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

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US 117

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US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Scott Hill

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US 17

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AutoCAD SHX Text N

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AutoCAD SHX Text Holly Ridge

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NEW RIVER

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AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

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US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

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NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

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%%UCHERRY POINT

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US 70

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RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

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DRAWING INDEX

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TITLE SHEET AND AREA MAPS

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NOTES AND SPECIFICATIONS

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DTL1

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STRUC. S1976

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DTL2

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STRUC. SRR249D

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DTL3

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STRUC. SRR252

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DTL4

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STRUC. S965

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DTL5

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STRUC. SRR188

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DTL6

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ROOF DETAILS

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DTL7

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ROOF DETAILS

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DTL8

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ROOF DETAILS

AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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TITLE SHEET AND AREA MAPS

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SRR252

MARINE CORPS BASE, CAMP LEJEUNE, N.C.

ROOF REPAIRS: S1976, S965, SRR249D,

SRR252, SRR188

AREA MAP

VICINTY MAP

LOCATION

MAP

AutoCAD SHX Text Richlands

AutoCAD SHX Text

US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

AutoCAD SHX Text

US 117

AutoCAD SHX Text

US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Scott Hill

AutoCAD SHX Text

US 17

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text Holly Ridge

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text Folkstone

AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

AutoCAD SHX Text

AutoCAD SHX Text Morehead City

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

AutoCAD SHX Text Mt. Olive

AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

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US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

AutoCAD SHX Text

%%UCHERRY POINT

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US 70

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RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

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DRAWING INDEX

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TITLE SHEET AND AREA MAPS

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NOTES AND SPECIFICATIONS

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DTL1

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STRUC. S1976

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DTL2

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STRUC. SRR249D

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DTL3

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STRUC. SRR252

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DTL4

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STRUC. S965

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DTL5

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STRUC. SRR188

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DTL6

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ROOF DETAILS

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DTL7

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ROOF DETAILS

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DTL8

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ROOF DETAILS

AutoCAD SHX Text S1976

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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TITLE SHEET AND AREA MAPS

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DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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. CONTRACTOR SHALL BE 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 EXISTING CONSTRUCTION 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 WORK. FIELD VERIFY 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 AND AT THE END OF 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, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS, 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. THE CONTRACTOR 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 THE CONTRACTING 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 INDIVIDUALLY NOTED. 13. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 15. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS. 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 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 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. 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 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. 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 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 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.CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.

AutoCAD SHX Text GENERAL NOTES - ROOFING: 1. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 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 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 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 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 10% OF THE EXISTING FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 10% OF THE EXISTING 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 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 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 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.

AutoCAD SHX Text SUBMITTALS: 1. MATERIAL SELECTION AND COLORS FOR SHINGLE ROOF SYSTEM, MATERIAL SELECTION AND COLORS FOR SHINGLE ROOF SYSTEM, UNDERLAYMENT, EDGE METAL, FASCIA, GUTTERS/DOWNSPOUTS, AND LOUVERS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 2. REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.

AutoCAD SHX Text MISCELLANEOUS INFORMATION: 1. FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FOR 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 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 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. 4. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED.ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED.

AutoCAD SHX Text HAZARDOUS MATERIALS: 1. CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, 910-451-7018. 2. FASCIA CONTAINS LEAD BASED PAINT. FASCIA CONTAINS LEAD BASED PAINT. 3. ROOFING ACM IS IDENTIFIED IN THE ACM REPORTS FOR EACH BLDG. ROOFING ACM IS IDENTIFIED IN THE ACM REPORTS FOR EACH BLDG. 4. THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS AFFECTED BY THIS PROJECT. IF ASBESTOS MATERIALS ARE FOUND THE CONTRACTOR MUST ABATE ALL SUCH MATERIALS.

AutoCAD SHX Text UFC CRITERIA: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. 2. UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS. 3. INTERNATIONAL BUILDING CODE (IBC). INTERNATIONAL BUILDING CODE (IBC). 4. LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101) 5. ARCHITECTURAL BARRIERS ACT (ABA). ARCHITECTURAL BARRIERS ACT (ABA). 6. AMERICANS WITH DISABILITIES ACT (ADA). AMERICANS WITH DISABILITIES ACT (ADA). 7. ICC/ANSI A117.1. ICC/ANSI A117.1. 8. ALL APPLICABLE DESIGN CRITERIA (DOD). ALL APPLICABLE DESIGN CRITERIA (DOD). 9. NFPA 10 PORTABLE FIRE EXTINGUISHERS. NFPA 10 PORTABLE FIRE EXTINGUISHERS. 10. NFPA 72 FIRE ALARM AND SIGNALING CODE. NFPA 72 FIRE ALARM AND SIGNALING CODE. 11. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES.NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES.

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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NOTES AND SPECIFICATIONS

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BLDG. S1976 - ROOF PLAN - EXISTING CONDITIONS

NTS

EXISTING CONDITIONS:

GENERAL REQUIREMENTS: S1976

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SHINGLES (TYP)

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1. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING ALL GUTTERS, FLASHING, EDGE METAL, SHINGLES AND UNDERLAYMENT) DOWN TO THE DECK. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING ALL GUTTERS, FLASHING, EDGE METAL, SHINGLES AND UNDERLAYMENT) DOWN TO THE DECK. 2. REMOVE ROTTED/DAMAGED DECKING AND REPLACE UP TO 20% REMOVE ROTTED/DAMAGED DECKING AND REPLACE UP TO 20% 3. ROOF SHEATHING OVER EXISTING SUBSTRATE: 1/2" C-D GRADE, EXPOSURE 1, WITH IDENTIFICATION INDEX OF NET LESS THAN 24/0. PROVIDE EXTERIOR GRADE ROOF SHEATHING OVER EXISTING SUBSTRATE: 1/2" C-D GRADE, EXPOSURE 1, WITH IDENTIFICATION INDEX OF NET LESS THAN 24/0. PROVIDE EXTERIOR GRADE MATERIAL WITH PHENOL RESIN FOR ALL APPLICATIONS OVER EXISTING SUBSTRATE. FASTEN WITH SCREWS LONG ENOUGH TO EMBED MINIMUM OF 2" TO THE STRUCTURAL ROOF MEMBERS. SPACE FASTENERS TO MEET WIND UPLIFT CODE REQUIREMENTS. CONTRACTOR MAY USE NAILS PROVIDED THAT STRUCTURAL CALCULATIONS ARE PROVIDED TO DEMONSTRATE COMPLIANCE WITH WIND UPLIFT REQUIREMENTS 4. REPLACE FASCIA BOARD. REPLACE GABLE END SIDING WITH LIKE MATERIAL AND PAINT REPLACE FASCIA BOARD. REPLACE GABLE END SIDING WITH LIKE MATERIAL AND PAINT 5. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS IF APPLICABLE. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS IF APPLICABLE. 6. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. 7. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. 8. INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR TO BE WEATHERWOOD.INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR TO BE WEATHERWOOD.

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APPLY TO THIS SHEET ONLY

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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S1976 DETAILS

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DTL1

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BLDG. SRR249D - ROOF PLAN - EXISTING CONDITIONS

EXISTING CONDITIONS:

GENERAL REQUIREMENTS: SRR249D

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SHINGLES (TYP)

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APPLY TO THIS SHEET ONLY

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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BLDG. SRR249D

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DTL2

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BLDG. SRR252 - ROOF PLAN - EXISTING CONDITIONS

EXISTING CONDITIONS:

GENERAL REQUIREMENTS: SRR252

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SHINGLES (TYP)

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APPLY TO THIS SHEET ONLY

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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BLDG. SRR252

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DTL3

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BLDG. S965 - ROOF PLAN - EXISTING CONDITIONS

EXISTING CONDITIONS:

GENERAL REQUIREMENTS: S965

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SHINGLES (TYP)

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1. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING ALL GUTTERS, FLASHING, EDGE METAL, SHINGLES AND UNDERLAYMENT) DOWN TO THE DECK. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING ALL GUTTERS, FLASHING, EDGE METAL, SHINGLES AND UNDERLAYMENT) DOWN TO THE DECK. 2. REPLACE FASCIA BOARD, SOFFIT & SIDING WITH LIKE MATERIAL AND PAINT TO MATCH. REPLACE FASCIA BOARD, SOFFIT & SIDING WITH LIKE MATERIAL AND PAINT TO MATCH. 3. REPLACE 10 FT OF SUPPORT BEAM AND PAINT TO MATCH. REPLACE 10 FT OF SUPPORT BEAM AND PAINT TO MATCH. 4. REMOVE ROTTED/DAMAGED DECKING AND REPLACE UP TO 40% AREA OF ROOF TO MATCH EXISTING THICKNESS. REMOVE ROTTED/DAMAGED DECKING AND REPLACE UP TO 40% AREA OF ROOF TO MATCH EXISTING THICKNESS. 5. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS IF APPLICABLE. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS IF APPLICABLE. 6. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. 7. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. 8. INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR TO BE WEATHERWOOD.INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR TO BE WEATHERWOOD.

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APPLY TO THIS SHEET ONLY

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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BLDG. S965

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DTL4

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BLDG. SRR188 - ROOF PLAN - EXISTING CONDITIONS

EXISTING CONDITIONS:

GENERAL REQUIREMENTS: SRR188

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SHINGLES (TYP)

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APPLY TO THIS SHEET ONLY

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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BLDG. S965

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DTL4

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DETAIL1

ROOF VENT DETAIL-SHINGLES2

DETAIL3

VINYL SIDING AND SOFFIT PROFILE6

ROOF CURB FLASHING DETAIL5TYP ROOF EXHAUST/POWER VENTILATOR DETAIL4

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AutoCAD SHX Text EXTEND SELF-ADGERING MEMBRANE AT LEAST 5" (127mm) UP WALL

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SELF-ADHERING MEMBRANE

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QUARTER SIZE DAB OF OF ASPHALTIC PLASTIC CEMENT

AutoCAD SHX Text NAIL FLASHING TO ROOF. 2 NAILS PER STEP FLASHING. A- STEP FLASHING POSITIONED OVER SHINGLE SO THAT NEXT COURSE OF SHINGLES COVERS IT COMPLETELY B- SIDING SERVES AS COUNTER-FLASHING OVER STEP FLASHING

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SEE ROOF SHINGLE TYP SECTION

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COMPATIBLE SEALANT ALL SIDES

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CONT. 12" WIDE 12" WIDE SELF-ADHERING MEMBRANE OVER ROOF VENT FLANGE

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SET ROOF VENT FLANGE IN MASTIC, PRIME FLANGE BEFORE STRIPPING

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ROOF VENT

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FLASHING, SEE DETAIL

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TREATED WOOD BLOCKING AS NECESSARY.

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SEE ROOF SHINGLES TYP SECTION

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SEE ROOF SHINGLES TYP SECTION

AutoCAD SHX Text TREATED PLYWOOD (3/4") COVERED WITH SELF-ADHERING MEMBRANE AND PLASTIC WOOD FASCIA (ALL EXPOSED SIDES)

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EXISTING FRAMING

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EXISTING ROOF EXHAUST OR POWER VENTILATOR

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ARCHITECTURAL SHINGLES. SEE TYP DETAIL

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EXISTING WOOD DECKING

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2X4 WOOD STUDS @ 16" O.C. W/ 1 1/2" RIGID INSULATION

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SHEET METAL, ALL SIDES

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ATTACH EXISTING UNIT FLANGE W/ SCREWS @ 8" O.C. AND SEALENT

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FLASHING AND COUNTER FLASHING, ALL SIDES

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FLASHING AND COUNTER FLASHING

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APRON FLASHING DETAIL

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CRICKET FLASHING. SEE ROOF CURB FLASHING DETAIL

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FLASHING AND COUNTER FLASHING

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APRON FLASHING

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PAN FLASHING

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CRICKET FLASHING

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4" MIN.

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APPROX. 6"

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4" MIN.

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6" MIN.

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14" MIN.

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SHOP FORMED FLASHING WITH SEALED SEAMS

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APPROX. 6"

AutoCAD SHX Text CRICKET FLASHING (EXTEND UPPER END OF FLASHING 6" BEYOND FIRST COURSE OF OVERLAYING SHINGLES.)

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COUNTERFLASHING

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APRON FLASHING WITH WEATHER BLOCKING AT LOW AND HIGH PROFILE TILES

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PAN FLASHING

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SADDLE METAL FLASHING WITH HEM

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PANEL LENGTH: 12'-6" PANEL PROJECTION: " 12" THICKNESS: .042" EXPOSURE: 5"

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PANEL LENGTH: 12'-0" THICKNESS: .038" EXPOSURE: 5"

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SIDING

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SOFFIT

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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ROOF DETAILS

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DTL6

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NTS

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DTL8

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NTS

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DTL8

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NTS

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DTL8

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NTS

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DTL6

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DTL8

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VENT STACK DETAIL-SHINGLES1

SHINGLES FLASHING AT WALL2 CUPPOLA FLASHING-BOTTOM3

LIGH. PROT. COND. FASTENER-SHINGLES6

LIGH. PROT. COND. FASTENER-SHINGLES4

LIGH. PROT. AIR TERM. RIDGE-SHINGLES5

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ROOF SHINGLES

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SELF-ADHERING MEMBRANE

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SEE ROOF SHINGLE TYP SECTION

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12" SELF-ADHERING MEMBRANE SHEET OVER SUBSTRATE AND WALL

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COUNTER-FLASHING FASTENED 8" O.C.

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COMPATIBLE SEALANT

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TERMINATION BAR FASTENED 8" O.C. THRU BUTYL TAPE

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4" MIN. STEP FLASHING BOTH WAYS

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WALL OR PARAPET. PROTECT AS NECESSARY

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COMPATIBLE SEALANT

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SEE ROOF SHINGLE TYP SECTION

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REINSTALLED SIDING OR NEW IF DAMAGED

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CONT. 12" W. 12" W. UNDERLAYMENT STRIP-TYP OVER LEAD AND RUBBER BOOTS

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FLASHING AND COUNTERFLASHING WITH COMPATIBLE SEALANT

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EXIST SUBSTRATE OR NEW AS NECESSARY

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CONDUCTOR FASTENER NAILED TO SUBSTRATE PER MANUFACTURER'S RECOMMENDATIONS

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SEE SHINGLES ROOF TYP SECTION

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AIR TERMINAL SUPPORT NAILED PER MANUFACTURER'S RECOMMENDATIONS

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AIR CONDUCTOR NAILED TO SUBSTRATE PER MANUFACTURER'S RECOMMENDATIONS

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SEE ROOF SHINGLES TYP SECTION

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RUBBER BOOT

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PLUMBING VENT STACK

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SEE ROOF SHINGLE TYP SECTION

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ROLL DOWN LEAD FLASHING 1" MIN DOWN INTO PIPE

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COMPATIBLE SEALANT

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CONT. 12" WIDE 12" WIDE SELF-ADHERING MEMBRANE OVER LEAD AND RUBBER BOOTS

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SET LEAD FLANGE IN MASTIC, PRIME FLANGE BEFORE STRIPPING

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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ROOF DETAILS

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DTL7

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NTS

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DTL9

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NTS

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DTL9

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NTS

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DTL9

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DTL9

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NTS

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DTL9

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DTL9

TYP GUTTER DETAIL1 TYP EAVE DETAIL2 SHINGLE ROOF TYP SECTION3

TYP GABLE END WALL6

ROOF RIDGE4

TYP ROOF EDGE5

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STARTER COURSE AND FIRST STRIP

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6" SBR STRIP OVER DRIP EDGE

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SEE TYPICAL ROOF SECTION

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DRIP EDGE

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FRONT FASCIA BOARD

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CAULK

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SOFFIT AND VENT

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ROOF SHINGLES

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SELF-ADHERING MEMBRANE

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INSTALL " ROOF 12" ROOF SHEATHING

AutoCAD SHX Text EXISTING SUBSTRATE, REPLACE AS NECESSARY. PROTECT STRUCTURAL ROOF MEMBER AS NECESSARY

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EXISTING STRUCTURAL MEMBERS

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ASPHALT SHINGLES

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SHINGLE RIDGE VENT CAP

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SELF-ADHERING MEMBRANE

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MODIFY DECKING AS NECESSARY FOR PROPER AIRFLOW

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EXISTING STRUCTURAL MEMBERS

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SEE SHINGLE ROOF TYP SECTION

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SEE SHINGLE ROOF TYP SECTION

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ROOF SHINGLES

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SELF-ADHERING MEMBRANE

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CONT. 12" W. 12" W. UNDERLAYMENT STRIP-TYP ALL EDGES

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FASCIA. REPLACE TO MATCH REPLACE TO MATCH EXISTING IF DAMAGED

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CONT. METAL EDGEMETAL EDGE

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NEW SHINGLE ROOF, ALUM. DRIP EDGE, FASCIA.

AutoCAD SHX Text INSTALL VINYL SIDING. INSTALL "CDX PLYWOOD 12"CDX PLYWOOD SHEATHING ENTIRE GABLE END WALL. PROVIDE AND INSTALL TOP AND BOTTOM END PIECES AS PER SIDING MANUFACTURER'S RECOMMENDED INSTRUCTIONS

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BUILDING WRAP VAPOR BARRIER OVER NEW SHEATHING

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REMOVE EXISTING SIDING. REMOVE EXISTING SHEATHING.

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STARTER COURSE AND FIRST STRIP

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6" SBR STRIP OVER DRIP EDGE

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DRIP EDGE

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FRONT FASCIA BOARD

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CAULK

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SOFFIT AND VENT

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GUTTER: NTSNTS

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GUTTER HANGER SYSTEM (NOT SHOWN) AND SPACING PER MANUFACTURER STANDARDS

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PITCH: NTS

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DOWNSPOUT: NTS

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SEE TYPICAL ROOF SECTION

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MULTIPLE ROOF REPAIRS

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MACC NUMBER:

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PROJECT NUMBER:

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DWG: CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE: MULTIPLE

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SHEET OF OF

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ROOF DETAILS

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DTL8

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NTS

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DTL10

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NTS

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DTL10

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NTS

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DTL10

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NTS

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DTL10

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NTS

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DTL10

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NTS

DTL10

Sheets and Views

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-T1

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-T1 (2)

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-T2

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-S1976

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-SRR249D

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-SRR252

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-S965

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-SRR188

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-DTL6

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-DTL7

22M041CN SOW BUILDING S1976 S965 SRR249D SRR252 SRR188-DTL8

File details come from the government source that posted it. Updated May 23, 2022.