26M020CN BEQ HP51-HP53-HP55-HP57 Roof Repairs SOW.pdf
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- Solicitation number
- N4008526R9016
About this file
This document is a set of architectural drawings and specifications for roof repairs at Camp Lejeune, North Carolina, covering four buildings: HP51, HP53, HP55, and HP57.
The scope of work includes removal and disposal of all existing shingles, felt paper, metal drip edges, and related roof components, with replacement of damaged or rotted decking. New installations are required for 2" CDX plywood sheathing (for bidding purposes, assuming up to 2,825 SF), ice and watershield over entire roof surfaces, architectural roof shingles, metal drip edges, ridge caps (vented to match new shingles), gutters and downspouts with concrete splash blocks and minimum three straps, expansion joints, vent boots (lead or PVC), exhaust fans, roof hatches, and dormers. All four buildings have identical 60'-4" total width roof structures with 5:12 pitch and multiple roof sections. General requirements mandate coordination with utility connections, electrical systems, HVAC, and plumbing; de-energization of affected electrical circuits prior to equipment demolition; adherence to building shutdowns scheduled ten working days before construction; asbestos surveys and proper handling of contaminated materials; coordination through the contracting officer and construction manager; and compliance with UFC criteria, life safety codes, ADA requirements, and NFPA standards. Detailed specifications are provided for aluminum flashing and sheet goods, including material requirements, fastening standards, and minimum thickness specifications for various roof components.
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HP51 HP53 HP55 HP57 ROOF REPAIRS
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PROJECT # 26M002CN
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CONTRACT # 26-0400
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DWG: MARK RAMSDELL
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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HP51,HP53,HP55,HP57
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TITLE PAGE
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SHEET #
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SHEET NAME
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GENERAL NOTES
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HP51 PLAN, ELEVATION
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DETAILS
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HP51 HP53 HP55 HP57 ROOF REPAIRS
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PROJECT # 26M002CN
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CONTRACT # 26-0400
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DWG: MARK RAMSDELL
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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HP51,HP53,HP55,HP57
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NOTES/OVERALL PLAN
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AutoCAD SHX Text HP BARRACKS 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 Buildings HP51 HP53 HP55 HP57 on Post Ln, Camp This scope of work is to be accomplished at Buildings HP51 HP53 HP55 HP57 on Post Ln, Camp Lejeune, North Carolina. The work includes installation of new asphalt shingle roof on buildings. 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 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 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 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 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 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 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 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 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 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 15% OF THE FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 15% 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 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 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 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. . 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.
AutoCAD SHX Text 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. 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 KEN HENSLEY, 910-451-7018. 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 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. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. 2. UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS. 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 (NFPA 101) 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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HP51 ROOF PLAN1
HP51 ELEVATION2
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AutoCAD SHX Text
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HP51 HP53 HP55 HP57 ROOF REPAIRS
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PROJECT # 26M002CN
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CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
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USMC CAMP LEJEUNE
AutoCAD SHX Text
SHEET OF OF OF
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HP51,HP53,HP55,HP57
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ROOF PLAN/KEY NOTES
AutoCAD SHX Text A2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROOF KEY NOTES
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AutoCAD SHX Text REMOVE AND DISPOSE OF ALL EXISTING SHINGLES, FELT PAPER, METAL DRIP EDGE AND OTHER RELATED ROOF COMPONENTS. REMOVE ANY ROTTED OR DAMAGED DECKING AND REPLACE WITH NEW " 12" CDX PLYWOOD SHEATHING (FOR BIDDING PURPOSES ASSUME UP TO 2,825S.F. THIS BUILDING). INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF SHINGLES AND METAL DRIP EDGE. SEE DETAIL 1/A6. SISTER ANY ROTTEN TRUSS FRAMING MEMBERS, MIN. 8' LONG (FOR BIDDING PURPOSES ASSUME UP TO 231 L.F. THIS BUILDING).
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING FASCIA AND SOFFIT. INSTALL NEW PTD ALUM FASCIA. INSTALL NEW VENTED VINYL SOFFIT.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL NEW RIDGE CAP (VENTED) TO MATCH NEW SHINGLES.
AutoCAD SHX Text
AutoCAD SHX Text INSTALL NEW GUTTERS AND DOWNSPOUT W/ CONCRETE SPLASHBLOCK. NEW DOWNSPOUTS TO HAVE MIN. (3) STRAPS. SEE 3/A6.
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AutoCAD SHX Text REMOVE EXISTING EXPANSION JOINT. INSTALL NEW EXPANSION JOINT AS PER DETAIL 2/A6. LOCATION OF EXISTING EXPANSION JOINT SHOWN ARE APPROXIMATE. FIELD VERIFY EXACT LOCATION.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING VENT BOOT. REPLACE WITH NEW LEAD BOOT. SEE DETAIL SHEET 2/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXHAUST FAN. REPLACE WITH NEW EXHAUST FAN. SEE DETAIL SHEET 1/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING
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AutoCAD SHX Text
REMOVE EXISTING ROOF HATCH. REPLACE WITH NEW ROOF HATCH. SEE DETAIL SHEET 1/A7.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING DORMERS DOWN TO EXISTING ROOF DECK. INSTALL NEW ASPHALT SHINGLES. SEE DETAIL 1/A6.
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NOT TO SCALE
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NOT TO SCALE
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308'-4"
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HP53 ROOF PLAN1
HP53 ELEVATION2
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HP51 HP53 HP55 HP57 ROOF REPAIRS
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PROJECT # 26M002CN
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CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
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USMC CAMP LEJEUNE
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SHEET OF OF OF
AutoCAD SHX Text
HP51,HP53,HP55,HP57
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ROOF PLAN/KEY NOTES
AutoCAD SHX Text A3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROOF KEY NOTES
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AutoCAD SHX Text REMOVE AND DISPOSE OF ALL EXISTING SHINGLES, FELT PAPER, METAL DRIP EDGE AND OTHER RELATED ROOF COMPONENTS. REMOVE ANY ROTTED OR DAMAGED DECKING AND REPLACE WITH NEW " 12" CDX PLYWOOD SHEATHING (FOR BIDDING PURPOSES ASSUME UP TO 2,825S.F. THIS BUILDING). INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF SHINGLES AND METAL DRIP EDGE. SEE DETAIL 1/A6. SISTER ANY ROTTEN TRUSS FRAMING MEMBERS, MIN. 8' LONG (FOR BIDDING PURPOSES ASSUME UP TO 231 L.F. THIS BUILDING).
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING FASCIA AND SOFFIT. INSTALL NEW PTD ALUM FASCIA. INSTALL NEW VENTED VINYL SOFFIT.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL NEW RIDGE CAP (VENTED) TO MATCH NEW SHINGLES.
AutoCAD SHX Text
AutoCAD SHX Text INSTALL NEW GUTTERS AND DOWNSPOUT. TIE NEW DOWNSPOUT INTO EXISTING PIPING. NEW DOWNSPOUTS TO HAVE MIN. (3) STRAPS. SEE 3/A6.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXPANSION JOINT. INSTALL NEW EXPANSION JOINT AS PER DETAIL 2/A6. LOCATION OF EXISTING EXPANSION JOINT SHOWN ARE APPROXIMATE. FIELD VERIFY EXACT LOCATION.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING VENT BOOT. REPLACE WITH NEW LEAD BOOT. SEE DETAIL SHEET 2/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXHAUST FAN. REPLACE WITH NEW EXHAUST FAN. SEE DETAIL SHEET 1/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING
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AutoCAD SHX Text
REMOVE EXISTING ROOF HATCH. REPLACE WITH NEW ROOF HATCH. SEE DETAIL SHEET 1/A7.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING DORMERS DOWN TO EXISTING ROOF DECK. INSTALL NEW ASPHALT SHINGLES. SEE DETAIL 1/A6.
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AutoCAD SHX Text
REMOVE EXISTING ANTENNA. PREPARE FOR NEW ROOF AS PER DETAIL 1/A6.
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NOT TO SCALE
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NOT TO SCALE
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308'-4"
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HP55 ROOF PLAN1
HP55 ELEVATION2
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AutoCAD SHX Text
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AutoCAD SHX Text
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HP51 HP53 HP55 HP57 ROOF REPAIRS
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PROJECT # 26M002CN
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CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
AutoCAD SHX Text
USMC CAMP LEJEUNE
AutoCAD SHX Text
SHEET OF OF OF
AutoCAD SHX Text
HP51,HP53,HP55,HP57
AutoCAD SHX Text
ROOF PLAN/KEY NOTES
AutoCAD SHX Text A4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROOF KEY NOTES
AutoCAD SHX Text
AutoCAD SHX Text REMOVE AND DISPOSE OF ALL EXISTING SHINGLES, FELT PAPER, METAL DRIP EDGE AND OTHER RELATED ROOF COMPONENTS. REMOVE ANY ROTTED OR DAMAGED DECKING AND REPLACE WITH NEW " 12" CDX PLYWOOD SHEATHING (FOR BIDDING PURPOSES ASSUME UP TO 2,825S.F. THIS BUILDING). INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF SHINGLES AND METAL DRIP EDGE. SEE DETAIL 1/A6. SISTER ANY ROTTEN TRUSS FRAMING MEMBERS, MIN. 8' LONG (FOR BIDDING PURPOSES ASSUME UP TO 231 L.F. THIS BUILDING).
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING FASCIA AND SOFFIT. INSTALL NEW PTD ALUM FASCIA. INSTALL NEW VENTED VINYL SOFFIT.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL NEW RIDGE CAP (VENTED) TO MATCH NEW SHINGLES.
AutoCAD SHX Text
AutoCAD SHX Text INSTALL NEW GUTTERS AND DOWNSPOUT W/ CONCRETE SPLASHBLOCK. NEW DOWNSPOUTS TO HAVE MIN. (3) STRAPS. SEE 3/A6.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXPANSION JOINT. INSTALL NEW EXPANSION JOINT AS PER DETAIL 2/A6. LOCATION OF EXISTING EXPANSION JOINT SHOWN ARE APPROXIMATE. FIELD VERIFY EXACT LOCATION.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING VENT BOOT. REPLACE WITH NEW LEAD BOOT. SEE DETAIL SHEET 2/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXHAUST FAN. REPLACE WITH NEW EXHAUST FAN. SEE DETAIL SHEET 1/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING
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AutoCAD SHX Text
REMOVE EXISTING ROOF HATCH. REPLACE WITH NEW ROOF HATCH. SEE DETAIL SHEET 1/A7.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING DORMERS DOWN TO EXISTING ROOF DECK. INSTALL NEW ASPHALT SHINGLES. SEE DETAIL 1/A6.
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NOT TO SCALE
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NOT TO SCALE
A4
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308'-4"
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11'-4"
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5:125:125:12 5:12
5:125:125:12 5:12
HP57 ROOF PLAN1
HP57 ELEVATION2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HP51 HP53 HP55 HP57 ROOF REPAIRS
AutoCAD SHX Text
PROJECT # 26M002CN
AutoCAD SHX Text
CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
AutoCAD SHX Text
USMC CAMP LEJEUNE
AutoCAD SHX Text
SHEET OF OF OF
AutoCAD SHX Text
HP51,HP53,HP55,HP57
AutoCAD SHX Text
ROOF PLAN/KEY NOTES
AutoCAD SHX Text A5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROOF KEY NOTES
AutoCAD SHX Text
AutoCAD SHX Text REMOVE AND DISPOSE OF ALL EXISTING SHINGLES, FELT PAPER, METAL DRIP EDGE AND OTHER RELATED ROOF COMPONENTS. REMOVE ANY ROTTED OR DAMAGED DECKING AND REPLACE WITH NEW " 12" CDX PLYWOOD SHEATHING (FOR BIDDING PURPOSES ASSUME UP TO 2,825S.F. THIS BUILDING). INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF INSTALL NEW ICE AND WATERSHIELD OVER ENTIRE ROOF SURFACE. INSTALL NEW ARCHITECTURAL ROOF SHINGLES AND METAL DRIP EDGE. SEE DETAIL 1/A6. SISTER ANY ROTTEN TRUSS FRAMING MEMBERS, MIN. 8' LONG (FOR BIDDING PURPOSES ASSUME UP TO 231 L.F. THIS BUILDING).
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING FASCIA AND SOFFIT. INSTALL NEW PTD ALUM FASCIA. INSTALL NEW VENTED VINYL SOFFIT.
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL NEW RIDGE CAP (VENTED) TO MATCH NEW SHINGLES.
AutoCAD SHX Text
AutoCAD SHX Text INSTALL NEW GUTTERS AND DOWNSPOUT. TIE NEW DOWNSPOUT INTO EXISTING PIPING. NEW DOWNSPOUTS TO HAVE MIN. (3) STRAPS. SEE 3/A6.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXPANSION JOINT. INSTALL NEW EXPANSION JOINT AS PER DETAIL 2/A6. LOCATION OF EXISTING EXPANSION JOINT SHOWN ARE APPROXIMATE. FIELD VERIFY EXACT LOCATION.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING VENT BOOT. REPLACE WITH NEW LEAD BOOT. SEE DETAIL SHEET 2/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE EXISTING EXHAUST FAN. REPLACE WITH NEW EXHAUST FAN. SEE DETAIL SHEET 1/A7. LOCATION AND QUANTITY SHOWN ARE APPROXIMATE, CONTRACTOR TO VERIFY PRIOR TO SUBMITTING
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING ROOF HATCH. REPLACE WITH NEW ROOF HATCH. SEE DETAIL SHEET 1/A7.
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AutoCAD SHX Text REMOVE EXISTING DORMERS DOWN TO EXISTING ROOF DECK. INSTALL NEW ASPHALT SHINGLES. SEE DETAIL 1/A6.
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NOT TO SCALE
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AutoCAD SHX Text
NOT TO SCALE
A5
TYPICAL GUTTER DETAIL3
TYPICAL ROOF DETAIL1
TYPICAL VENT THROUGH ROOF DETAIL2
AutoCAD SHX Text
INSTALL ALUMINUM GUTTER
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AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
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AutoCAD SHX Text 1 "12"
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1 " LONG GALVANIZED 14" LONG GALVANIZED SCREWS @ 24" O.C.
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SEE DETAILS 1/A6 FOR TYPICAL ROOFING DETAILS
AutoCAD SHX Text
INSTALL 4"WX3"D ALUMINUM DOWNSPOUTS, PREFINISHED WHITE. SEE PLAN FOR LOCATION.
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text SHEET METAL EXPANSION JOINT COVER. SET IN A FULL BED OF MASTIC. LAP IN DOWNWARD DIRECTION- SEAL LAPS
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ASPHALT SHINGLES
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EXISTING ROOF DECK
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ICE AND WATERSHIELD
AutoCAD SHX Text
INSTALL ASPHALT FIBERGLASS SHINGLES
AutoCAD SHX Text
INSTALL ICE AND WATERSHIELD - ENTIRE ROOF
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EXISTING ROOF FRAMING TO REMAIN
AutoCAD SHX Text EXISTING SHEATHING. REPLACE ANY ROTTEN/DAMAGED SHEATHING. FOR BIDDING PUPROSES ASSUME 15% TO BE REPLACED.
AutoCAD SHX Text INSTALL SELF ADHERED RUBBERIZED ASPHALT ROOF UNDERLAYMENT. OVERLAP AS PER MFR INSTRUCTIONS.
AutoCAD SHX Text
INSTALL PREFINISHED ALUM. DRIP EDGE
AutoCAD SHX Text EXISTING SOFFIT TO BE REMOVED. INSTALL VENTED VINYL SOFFIT. INSTALL WOOD BLOCKING AS NECESSARY.
AutoCAD SHX Text EXISTING FASCIA TO BE REMOVED. INSTALL ALUM. CLAD FASCIA BOARD. MATCH EXISTING SIZE AND PROFILE
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SEE 3/A6 FOR GUTTER DETAILS
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EXISTING CONCRETE
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INSTALL R-30 UNFACED BATT INSULATION 24" WIDE ENTIRE PERIMETER OF BUILDING
AutoCAD SHX Text INSTALL R-30 SPRAY INSULATION 48" WIDE ENTIRE PERIMETER OF BUILDING BEYOND NEW BATT INSULATION
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HP51 HP53 HP55 HP57 ROOF REPAIRS
AutoCAD SHX Text
PROJECT # 26M002CN
AutoCAD SHX Text
CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
AutoCAD SHX Text
USMC CAMP LEJEUNE
AutoCAD SHX Text
SHEET OF OF OF
AutoCAD SHX Text
HP51,HP53,HP55,HP57
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text A6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A6
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1-1/2" = 1'-0"
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AutoCAD SHX Text A6
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'
AutoCAD SHX Text 3" = 1'-0"
TYPICAL EXPANSION JOINT DETAIL2
ROOF CURB FLASHING DETAIL1
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AutoCAD SHX Text
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
REMOVE EXISTING AND PROVIDE NEW LEAD VENT BOOTS
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SEE 1/A6 FOR ROOFING REQUIREMENTS
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EXISTING WOOD DECKING
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EXISTING VENT PIPE
AutoCAD SHX Text
HP51 HP53 HP55 HP57 ROOF REPAIRS
AutoCAD SHX Text
PROJECT # 26M002CN
AutoCAD SHX Text
CONTRACT # 26-0400
AutoCAD SHX Text
DWG: MARK RAMSDELL
AutoCAD SHX Text
USMC CAMP LEJEUNE
AutoCAD SHX Text
SHEET OF OF OF
AutoCAD SHX Text
HP51,HP53,HP55,HP57
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text A7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A7
AutoCAD SHX Text ALUMINUM FLASHING AND SHEET GOODS: 1. USE ONLY ALUMINUM MANUFACTURED FOR THE PURPOSE OF FLASHING. USE ONLY ALUMINUM MANUFACTURED FOR THE PURPOSE OF FLASHING. 2. ALL EXPOSED SHEET METAL GUTTERS, INCLUDING HANGERS; DOWNSPOUTS; GRAVEL STOPS AND FASCIAS; CAP, VALLEY, STEPPED, BASE, AND EAVE FLASHING, EXPANSION JOINTS, AND RELATED ALL EXPOSED SHEET METAL GUTTERS, INCLUDING HANGERS; DOWNSPOUTS; GRAVEL STOPS AND FASCIAS; CAP, VALLEY, STEPPED, BASE, AND EAVE FLASHING, EXPANSION JOINTS, AND RELATED ACCESSORIES MUST BE OF THE SAME MATERIAL. 3. FURNISH SHEET METAL ITEMS IN 8 TO 10 FOOT LENGTHS. SINGLE PIECES LESS THAN 8 FEET LONG MAY BE USED TO CONNECT TO FACTORY-FABRICATED INSIDE AND OUTSIDE CORNERS, AND AT FURNISH SHEET METAL ITEMS IN 8 TO 10 FOOT LENGTHS. SINGLE PIECES LESS THAN 8 FEET LONG MAY BE USED TO CONNECT TO FACTORY-FABRICATED INSIDE AND OUTSIDE CORNERS, AND AT ENDS OF RUNS. FACTORY FABRICATE CORNER PIECES WITH MINIMUM 12 INCH LEGS. PROVIDE ALL ACCESSORIES AND OTHER ITEMS ESSENTIAL TO COMPLETE THE SHEET METAL INSTALLATION. PROVIDE ACCESSORIES MADE OF THE SAME OR COMPATIBLE MATERIALS AS THE ITEMS TO WHICH THEY ARE APPLIED. 4. ALUMINUM ALLOY SHEET AND PLATE: ASTMB209M ASTMB209 ANODIZED COLOR FORM ALLOY, AND TEMPER APPROPRIATE FOR USE. ALCLAD3003, ALCLAD3004, ALCLAD3005, CLAD ON BOTH ALUMINUM ALLOY SHEET AND PLATE: ASTMB209M ASTMB209 ANODIZED COLOR FORM ALLOY, AND TEMPER APPROPRIATE FOR USE. ALCLAD3003, ALCLAD3004, ALCLAD3005, CLAD ON BOTH SIDES. 5. EXPOSED EXTERIOR FINISH: BAKED-ON, FACTORY-APPLIED COLOR COATING OF POLYVINYLIDENE FLUORIDE (PVF2) OR OTHER EQUIVALENT FLUOROCARBON COATING APPLIED AFTER METAL EXPOSED EXTERIOR FINISH: BAKED-ON, FACTORY-APPLIED COLOR COATING OF POLYVINYLIDENE FLUORIDE (PVF2) OR OTHER EQUIVALENT FLUOROCARBON COATING APPLIED AFTER METAL SUBSTRATES HAVE BEEN CLEANED AND PRETREATED. PROVIDE FINISH COATING DRY-FILM THICKNESS OF 0.020 TO 0.033 MM 0.8 TO 1.3 MILS. COLOR AS SELECTED FROM STANDARD COLOR WHEEL. 6. ALUMINUM ALLOY, EXTRUDED BARS, RODS, SHAPES, AND TUBES: ASTMB221M ASTMB221. ALUMINUM ALLOY, EXTRUDED BARS, RODS, SHAPES, AND TUBES: ASTMB221M ASTMB221. 7. FASTENERS: USE THE SAME METAL OR A METAL COMPATIBLE WITH THE ITEM FASTENED. USE STAINLESS STEEL FASTENERS TO FASTEN DISSIMILAR MATERIALS (ASTMA480/A480M, TYPE 302 OR FASTENERS: USE THE SAME METAL OR A METAL COMPATIBLE WITH THE ITEM FASTENED. USE STAINLESS STEEL FASTENERS TO FASTEN DISSIMILAR MATERIALS (ASTMA480/A480M, TYPE 302 OR 304, 2D FINISH, FULLY ANNEALED) 8. MINIMUM THICKNESS OF 0.019” FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; THROUGH WALL AND SPANDREL; CAP AND BASE FLASHING; VERTICAL AND HORIZONTAL SURFACES; ROOF MINIMUM THICKNESS OF 0.019” FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; THROUGH WALL AND SPANDREL; CAP AND BASE FLASHING; VERTICAL AND HORIZONTAL SURFACES; ROOF FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; THROUGH WALL AND SPANDREL; CAP AND BASE FLASHING; VERTICAL AND HORIZONTAL SURFACES; ROOF EDGE RIDGES; AND HIPS; CRICKETS VALLEY OR GUTTER; CHIMNEY PAN; AND LEDGE FLASHING. 9. MINIMUM THICKNESS OF 0.032” FOR: COPING WIDTH UP TO 12”. MINIMUM THICKNESS OF 0.032” FOR: COPING WIDTH UP TO 12”. FOR: COPING WIDTH UP TO 12”. . 10. MINIMUM THICKNESS OF 0.040” FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”.MINIMUM THICKNESS OF 0.040” FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”. FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”..
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
APRON FLASHING
AutoCAD SHX Text
PAN FLASHING
AutoCAD SHX Text
CRICKET FLASHING
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text 6"
AutoCAD SHX Text
APPROX. 6"
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
14" MIN.
AutoCAD SHX Text
SHOP FORMED FLASHING WITH SEALED SEAMS
AutoCAD SHX Text
APPROX. 6"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A7
AutoCAD SHX Text CRICKET FLASHING (EXTEND UPPER END OF FLASHING 6" BEYOND FIRST COURSE OF OVERLAYING SHINGLES.)
AutoCAD SHX Text
COUNTERFLASHING
AutoCAD SHX Text
APRON FLASHING WITH WEATHER BLOCKING AT LOW AND HIGH PROFILE TILES
AutoCAD SHX Text
PAN FLASHING
SADDLE METAL FLASHING WITH HEM
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File details come from the government source that posted it. Updated .