W911SG25BA010 Building 51 Drawings.pdf

PDF 5 MB Posted Jul 10, 2025

Attached to: Building 51 Repair/Replace Roof
Solicitation number: W911SG25BA010
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Jul 10, 2025

These are architectural and engineering drawings for a roof replacement project at Building 51 at Fort Bliss, Texas. The 7-page technical drawing set includes detailed plans for removing the existing roofing system and installing a new asphalt shingle roof system, with specific requirements including:

The project involves comprehensive roof renovation with precise technical specifications, including six-nail pattern shingle installation, self-adhering underlayment, and new evaporative cooler duct work. Since Building 51 is a historical structure, all materials and paint colors require Cultural Resource Manager approval through the Contracting Officer's Representative. The roofing system must meet manufacturer's 30-year warranty with 120 mph wind speed coverage. The drawings provide intricate details on roof system transitions, flashing, valley treatments, chimney interfaces, and other critical roofing architectural elements, demonstrating a comprehensive approach to the building's roof replacement.

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Other files

File	Type	Posted
W911SG25BA010 Building 51 Statement of Work.pdf	PDF	Jul 10, 2025
Wage Determination TX20250245 Buildings.pdf	PDF	Jul 10, 2025

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AutoCAD SHX Text 1 = COVER SHEET 2 = SITE LOCATION MAP 3 = DEMO\NEW WORK PLAN 4 = ROOFING DETAILS 5 = ROOFING DETAILS (CONT.) 6 = ROOFING DETAILS (CONT.) 7 = PROJECT INFORMATION SIGNAGE DETAIL

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 51 ROOF REPLACEMENT

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PROJECT LOCATION MAP

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FORT BLISS, TEXAS

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PROJECT LOCATION

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INDEX OF DRAWINGS

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COVER SHEET

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BLDG. 51 ROOF REPLACEMENT

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CLOVES RD.

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CHAFFEE RD.

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DONIPHAN RD.

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EXISTING SITE PLAN

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EXISTING SITE PLAN

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SCALE: 1"=40'-0"

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BLDG. 51

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UTILITY NOTES

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LIMITS OF CONSTRUCTION.

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1. BUILDING 769 IS A HISTORICAL BUILDING AND THE BUILDING 769 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COORDINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. CUSTOM PAINT MATCHING MAY BE REQUIRED AS PART OF THIS PROJECT. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ON SITE AT ALL TIMES AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 4. CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, DRAWINGS AND CONTRACT TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD IMMEDIATELY VIA RFI, TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. PRIOR TO ANY CHANGE OR MODIFICATION TO THE PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 8. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT EQUIPMENT, ETC. THIS INCLUDES INVENTORY OF ALL ITEMS ON SITE AND THEIR CONDITION. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 9. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COOLING/HEATING UNITS IF NECESSARY, DURING PERIODS AC AND HEATER ARE DOWN. 10. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 11. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 12. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 13. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 14. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 15. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL. 16. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 17. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 18. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 19. EXISTING SITE IMPROVEMENTS DAMAGED BY THE EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 20. ALL SURFACES IN CONTACT WITH NEW WORK THAT ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 21. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES.

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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DPW MASTER PLANNING. 2. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND LAY-DOWN AREAS USED DURING CONSTRUCTION BACK TO THEIR ORIGINAL STABILIZED CONDITION OR BETTER. 3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 51 ROOF REPLACEMENT

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LEGEND

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REMOVE EXISTING ROOF SYSTEM

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EXISTING METAL CANOPY TO REMAIN & PROTECT DURING CONSTRUCTION.

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INSTALL NEW CRICKET

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INSTALL NEW CRICKET

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DEMOLITION ROOF PLAN

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DEMOLITION ROOF PLAN

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EXISTING DUCTWORK PENETRATIONS

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS

AutoCAD SHX Text ENCOUNTERED IN THESE GENERAL DEMOLITION AREAS, WHICH WILL INTERFERE WITH THE NEW CONSTRUCTION SHALL ALSO BE REMOVED AT NOT ADDITIONAL COST. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 7. CONTRACTOR SHALL ENSURE SAFE ACCESS TO CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 8. CONTRACTOR SHALL PROTECT ALL GOVERNMENT CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS.

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9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS, AND FINISHES THAT ARE TO REMAIN AND WITHOUT UNNECESSARY DAMAGE. ITEMS AND MATERIAL TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DPW REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 10. THE CONTRACTOR SHALL OVERSEE CLEANING AND THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL WORK SHALL COMPLY WITH THE ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 12. THE GOVERNMENT RESERVES THE FIRST RIGHT OF THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR ALL DEMOLITION ITEMS. THOSE DEMOLITION ITEMS THE GOVERNMENT DOES NOT WISH TO KEEP SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL.

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13. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO DEMOLITION. 14. CONTRACTOR TO VALIDATE/VERIFY LEAD OR CONTRACTOR TO VALIDATE/VERIFY LEAD OR ASBESTOS MATERIAL TO BE REMOVED/ABATED. CONTRACTOR SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS APPLICABLE TO LEAD AND ASBESTOS ABATEMENT AS INDICATED IN SURVEYS AND TESTED. 15. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED DUE TO ABANDONED PENETRATION, WATER DAMAGE, OR ROT AND PROVIDE FULL REPLACEMENT. 16. NOT USED. NOT USED. 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 18. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION.

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19. SECURE AND SAFEGUARD EXISTING AND\OR NEW SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 20. ANY ABANDONED PENETRATIONS SHALL BE REMOVED ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF SYSTEM. SECURE ALL SLEEVES AND PIPES BEFORE ROOF MATERIAL IS REMOVED. 21. CONTRACTOR WILL FIELD VERIFY BEFORE REMOVING CONTRACTOR WILL FIELD VERIFY BEFORE REMOVING ANY ABANDONED PENETRATIONS. 22. ALL EQUIPMENT TO BE REMOVED SHALL BE DONE ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE AND INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 23. CONSTRUCTION & DEMOLITION DIVERSION: FORT CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 24. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25. BURNING ON FORT BLISS PROPERTY IS NOT BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM DOWN TO THE WOOD DECK, INCLUDE SHINLGE ROOF AREAS AT PORCHES AND RECTANGULAR AREAS LOCATED BELOW GABLE ROOF AT EAST AND WEST SIDES. CLEAN AND PREPARE SURFACE. CONTRACTOR TO FIELD VERIFY EXISTING DRIP EDGE DIMENSION, NEW DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE. SECURE VENTS AND OTHER ROOF PROJECTIONS, AND DRIVE PROJECTING NAILS FIRMLY HOME. CONTRACTOR TO ASSUME 700 SF OF WOOD DECK REPLACEMENT, SEE DEMOLITION GENERAL NOTE #15. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. EXISTING HISTORIC RIDGE VENTS TO REMAIN, PROTECT DURING CONSTRUCTION. REMOVE AND REPLACE ALL ROOF VENT AND FLUE FLASHING, PREPARE FOR NEW FLASHING AND SECURE ALL EXISTING ROOF MOUNTED EQUIPMENT THAT IS TO REMAIN. REMOVE EXISTING FLASHING AT EXISTING PIPE PENETRATION AND PREPARE FOR NEW FLASHING, TYPICAL. REMOVE EXISTING METAL EDGE FLASHING AND DRIP EDGE DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS. EXISTING WOOD (DOUBLE) FASCIA SHALL REMAIN IN PLACE. ONLY COMPONENTS THAT ARE TOO DAMAGED TO REPAIR ARE TO BE REPLACED, CONTRACTOR TO ASSUME 30 PERCENT OF EACH MATERIAL LISTED TO BE REPLACED. SCRAP, PRIME EXISTING FASCIA. TO PROPERLY PREPARE EXTERIOR WOOD FOR PAINTING, THOROUGHLY CLEAN THE SURFACE, SCRAPE OFF LOOSE PAINT, ADDRESS ANY DAMAGE (ROT, CRACKS), SAND FOR A SMOOTH FINISH, FILL ANY GAPS OR HOLES, AND PRIME THE WOOD. EXISTING BEADBOARD SOFFITS AND WOOD CROWN MOLDING AT SOFFIT/BUILDING CONDITION SHALL REMAIN IN PLACE. ONLY COMPONENTS THAT ARE TOO DAMAGED TO REPAIR ARE TO BE REPLACED, CONTRACTOR TO ASSUME 30 PERCENT OF EACH MATERIAL LISTED TO BE REPLACED. SCRAP, PRIME EXISTING SOFFIT AND CROWN MOLDING. TO PROPERLY PREPARE EXTERIOR WOOD FOR PAINTING, THOROUGHLY CLEAN THE SURFACE, SCRAPE OFF LOOSE PAINT, ADDRESS ANY DAMAGE (ROT, CRACKS), SAND FOR A SMOOTH FINISH, FILL ANY GAPS OR HOLES, AND PRIME THE WOOD. SCRAP AND PREPARE EXISTING SOFFIT OVER PORCH INCLUDING FRIEZE, ARCHITRAVE, AND HEADER. TO PROPERLY PREPARE EXTERIOR WOOD FOR PAINTING, THOROUGHLY CLEAN THE SURFACE, SCRAPE OFF LOOSE PAINT, ADDRESS ANY DAMAGE (ROT, CRACKS), SAND FOR A SMOOTH FINISH, FILL ANY GAPS OR HOLES, AND PRIME THE WOOD. REMOVE EXISTING FLASHING AT THE INTERSECTION OF THE EXISTING BUILDING AND EXISTING METAL CANOPY AND PREPARE FOR NEW FLASHING. CLEAN BRICK BELOW CANOPY USING POWERWASH METHOD BEGINNING WITH A LOW PSI AND WORKING UP TO A PSI NOT TO EXCEED 20 PSI. REMOVE EXISTING FLASHING AT CHIMNEY. REMOVE EVAPORATIVE COOLER METAL STANDS COMPLETELY INCLUDING ASSOCIATED CONCRETE FOOTINGS AND SAW CUT SURROUNDING CONCRETE AS NECESSARY. REMOVE EXISTING EVAPORATIVE COOLERS AND ASSOCIATED DUCT WORK, PREPARE THE AREA FOR NEW METAL DUCT WORK. EVAPORATIVE COOLERS SHALL BE PROTECTED AND STORED DURING CONSTRUCTION. PROVIDE A TEMPORARY, WATERTIGHT COVER AT THE EXTERIOR SIDE OF THE EXISTING DUCT OPENINGS ON THE BUILDING. REMOVE ALL CONDENSATE DRAIN PIPING AT ALL HVAC UNITS. ENSURE PROPER DRAINAGE TO AWAY FROM BUILDING. PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECTION DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR TO TEST LIGHTNING PROTECTION AND ANTENNAE TO ENSURE THAT EQUIPMENT IS WORKING PROPERLY. ANY LIGHTING PROTECTION THAT IS REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED BY A UL CERTIFIED LIGHTNING PROTECTION PROFESSIONAL (JOURNEYMAN).

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AutoCAD SHX Text NOTE: EXISTING ASBESTOS SURVEY IDENTIFIES ASBESTOS EXISTING ASBESTOS SURVEY IDENTIFIES ASBESTOS IN THE FOLLOWING BUILDING MATERIALS: ROOF CAULKING AND AC CAULKING. LEAD SURVEY IDENTIFIES LBP IN THE FOLLOWING AREAS: PORCH RAIL CAP, SOFFITS, (EXTERIOR) HEADERS, AND AC METAL (STAND) FRAMES. CONTRACTOR TO PROVIDE ABATEMENT PLANS FOR REVIEW TO COR PRIOR TO CONSTRUCTION.

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NO WORK AT THIS PORCH

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NEW WORK ROOF PLAN

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GENERAL NOTES

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 51 ROOF REPLACEMENT

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APR. 24, 2025

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FE-10398-8J

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NEW WORK GENERAL NOTES

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES.

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EXISTING DUCTWORK PENETRATIONS

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EXISTING EXHAUST FANS

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EXISTING PIPE PENETRATIONS

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EXISTING WATER CONNECTION

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EXISTING ELECTRICAL CONNECTION

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EXISTING PIPE PENETRATIONS

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NEW FALL PROTECTION ROOF ANCHOR

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NEW ASPHALT SHINGLE ROOF SYSTEM

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LEGEND

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5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. CONTRACTOR SHALL ENSURE SAFE ACCESS TO CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 7. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 8. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. THE INSTALLATION OF TAPERED INSULATION, AS SHED THE INSTALLATION OF TAPERED INSULATION, AS SHED RAINWATER, THE FALL SHOULD BE PREFERABLE 1:40 WITH THE MINIMUM 270 MM THICK. USE THE FOUR-WAY INSULATION METHOD TO DRAIN THE ROOF. 10. ALL ROOF PENETRATION AND FLASHING WORK ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR USING MANUFACTURER'S STANDARD DETAILS AND SHALL BE COVERED AS PART OF THE

AutoCAD SHX Text MANUFACTURER'S WARRANTY. CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES, PIPE SUPPORTS, PIPE BOOTS, CANT STRIPS, ETC. SUPPORTS SHALL NOT PENETRATE THE NEW ROOF SYSTEM. 11. ALL SHEET METAL INCLUDING COPING, GUTTERS, ALL SHEET METAL INCLUDING COPING, GUTTERS, FLASHING, TRIM, LEADER BOXES AND LEADERS ARE TO BE SUPPLIED BY METAL ROOFING MANUFACTURER AND INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. ALL GAUGES OF SHEET METAL SHALL BE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 12. ALL ROOF AND WALL PANEL TERMINATIONS, ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 13. SECURE AND SAFEGUARD EXISTING AND\OR NEW SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 14. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED DUE TO CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED.

AutoCAD SHX Text 15.PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF MOUNTED EQUIPMENT, SKYLIGHTS, CORNERS, ETC. AND ALONG WALLS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. SLOPE FOR ALL CRICKETS SHALL MATCH THE ADJACENT ROOF ASSEMBLY, SLOPE = 1/4" PER FOOT. REFER TO NRCA ROOFING MANUAL, CURRENT EDITION. 16. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 kN) TENSILE STRENGTH 'D' RING TYPE PERMANENT FALL PROTECTION ROOF ANCHORS. ROOF ANCHORS SHALL COMPLY WITH OSHA 1926.502. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 18.REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 19. ALL SURFACES IN CONTACT WITH NEW WORK THAT ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 20.EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC.

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21. CONSTRUCTION & DEMOLITION DIVERSION: FORT CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 22. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS FOR DISPOSE OF CONSTRUCTION MATERIALS. 23. BURNING ON FORT BLISS PROPERTY IS NOT BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS WITH BIRD SCREEN. CONTRACTOR TO PROVIDE PREFABRICATED STRUCTURAL STEEL EVAPORATIVE COOLER STANDS INCLUDING CROSS BRACING AT COLUMNS AND STRUCTURAL REINFORCEMENT BELOW EVAPORATIVE COOLER, WITH GALVANIZED STEEL BAR GRATING SERVICE PLATFORM DECK, 48-INCH-HIGH GUARDRAILS, ACCESS LADDER AND NEW CONCRETE FOOTINGS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE GOVERNMENT. NEW DUCTWORK; MINIMUM OF 20-GAUGE GALVANIZED DUCT WITH PITTSBURGH FOLDED SEAM SLIP JOINTS, TYPICAL. PROVIDE ALL NEW CONDENSATE DRAIN PIPING AT ALL HVAC UNITS. ENSURE PROPER DRAINAGE TO AWAY FROM BUILDING. APPLY EXTERIOR MASONRY PAINT PRIMER AND PROVIDE TWO COATS OF EXTERIOR PAINT AT APPROXIMATELY SIX COURSES OF BRICK LOCATED JUST BELOW THE SOFFIT AT THE PERIMETER OF THE BUILDING. COLOR TO MATCH EXISTING, CONTRACTOR SHALL PROVIDE MOCK-UP FOR APPROVAL BY THE CULTURAL RESOURCE MANAGER AND COR PRIOR TO PAINTING. PRIME AND PAINT (TWO COATS) EXISTING ROUNT ATTIC VENT OVER PORCH. REPOINT ALL MASONRY CHIMNEYS, USE 'O' TYPE MORTAR. NEWLY POINTED MORTAR SHALL MATCH ADJACENT, CLEAN HISTORIC MORTAR IN COLOR, TEXTURE, AGGREGATE, HARDNESS, PROFILE AND WORKMANSHIP. CONTRACTOR TO PROVIDE MOCKUP FOR REVIEW WITH COR AND CULTURAL RESOURCE MANAGER. REPAIR EXISTING SANDSTONE CHIMNEY CAPS WITH TWO-PART CONCRETE EPOXY. PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS WITH BIRD SCREEN. NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17 AND SOW. PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECTION DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR TO TEST LIGHTNING PROTECTION AND ANTENNAE TO ENSURE THAT EQUIPMENT IS WORKING PROPERLY. ANY LIGHTING PROTECTION THAT IS REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED BY A UL CERTIFIED LIGHTNING PROTECTION PROFESSIONAL (JOURNEYMAN).

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NEW WORK GENERAL NOTES

AutoCAD SHX Text NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT AND ASPHALT ROOF SHINGLES. ASPHALT SHINGLES: “DURATION” SERIES DURATION” SERIES SERIES SHINGLES AND “DURARIDGE” HIP AND RIDGE SHINGLES DURARIDGE” HIP AND RIDGE SHINGLES HIP AND RIDGE SHINGLES OR APPROVED EQUAL. COLOR TO MATCH: OWENS CORNING: “ONYX BLACK”. PROVIDE A SIX NAIL PATTERN ONYX BLACK”. PROVIDE A SIX NAIL PATTERN . PROVIDE A SIX NAIL PATTERN AT EACH SHINGLE INSTALLATION. SELF-ADHERING UNDERLAYMENT AS MANUFACTURED BY OWENS CORNING ROOFING AND ASPHALT, LLC., PRODUCT NAME: TITANIUM PSU30”. OR APPROVED EQUAL. . OR APPROVED EQUAL. PAINT RIDGE VENTS WITH ZINC PAINT TO MATCH EXISTING COLOR, TWO COATS. PROVIDE NEW MANUFACTURED, COMMERCIAL GRADE, PREFINISHED ALL METAL PIPE BOOT FLASHING AT ALL PIPE PENETRATIONS. PROVIDE CONTINUOUS NS SEALANT AT ALL JOINTS. PROVIDE NEW 26-GAUGE METAL FLASHING AND NS SEALANT AT EXISTING EXHAUST FAN. NEW ROOF VENT FLASHING AND NS SEALANT AT ALL VENT PENETRATIONS. NEW 26 GAUGE, PREFINISHED GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS. PRIME AND PAINT (TWO COATS) EXISTING AND ANY NEW WOOD FASCIA BOARD AT PERIMETER OF BUILDING. PROVIDE NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER. PAINT AND PREPARE FASCIA BOARD, COLOR TO BE SUBMITTED AND APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. NEW METAL DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE TO BE APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO FABRICATION. PRIME AND PAINT (TWO COATS) EXISTING SOFFIT BOARD AND ANY NEW REPLACMENT SOFFIT BOARD AT PERIMETER OF BUILDING INCLUDING CONTINUOUS BLOCKING. CONTRACTOR TO FIELD VERIFY AND VALIDATE WITH COR. COLOR TO BE SUBMITTED AND APPROVED BY THE CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. PRIME AND PAINT (TWO COATS) EXISTING SOFFIT OVER PORCH INCLUDING FRIEZE, ARCHITRAVE, AND HEADER. PROVIDE NEW BASE FLASHING, COUNTERFLASHING AND CONTINUOUS SEALANT AT CANOPY. COUNTERFLASHING SHALL BE EMBEDDED INTO THE BRICK MORTAR JOINT BY CUTTING TWO-INCH GROOVE INTO MORTAR JOINT, INSERTING COUNTERFLASHING AND PROVIDING CONTINUOUS SEALANT. CLEAN BRICK BELOW CANOPY USING POWERWASH METHOD BEGINNING WITH A LOW PSI AND WORKING UP TO A PSI NOT TO EXCEED 20 PSI. NEW STEPPED FLASHING SHALL BE INSTALLED AT CHIMNEY. PROVIDE 26-GAUGE, PREFINISHED GALVANIZED STEEL FLASHING INSTALLED WITH EACH COURSE OF SHINGLES. UPPER EDGE OF EACH FLASHING PIECE EXTENDS 2" ABOVE EACH COURSE OF SHINGLES. THE LOWER EDGE IS HELD 1/2" ABOVE THE BUTTS OF THE SUCCEEDING COURSE. BASE FLASHING SHALL EXTEND A MINIMUM OF 4" UP THE CHIMNEY AND ONTO THE ROOF. THE ONE-PIECE CAP FLASHING/COUNTERFLASHING IS INSERTED AT LEAST TWO INCHES INTO BRICK MORTAR AND FILLED WITH NS SEALANT. THE LENGTH OF EACH PIECE OF CAP FLASHING VARIES WITH THE PITCH OF THE ROOF; NO STEP SHOULD BE MORE THAN 3 BRICKS HIGH. THE WIDTH ALSO VARIES BUT SHOULD ALWAYS BE WIDE ENOUGH TO COVER 4" OF THE BASE FLASHING.

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NEW WORK ROOF PLAN

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ROOFING DETAILS

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 51 ROOF REPLACEMENT

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APR. 24, 2025

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FE-10398-8J

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EAVE DETAIL

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EAVE WITH GUTTER DETAIL

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RAKE DETAIL

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NON-VENTED RIDGE DETAIL

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HIP DETAIL

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RAKE WITH STARTER COURSE DETAIL

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T- OR L-TYPE DRIP EDGE METAL, SEE NOTE 1SEE NOTE 1

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STARTER COURSE

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FASTENERS

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1. FOR L-TYPE DRIP EDGE METAL, STARTER COURSE EXTENDS UP TO 3/4" BEYOND THE PERIMETER EDGE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

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STARTER COURSE

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FASTENERS

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UP TO 3/4" OVERHANG WITH L-TYPE DRIP EDGE METAL

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GUTTER

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1. THIS DETAIL SHOWS ONE TYPE OF GUTTER SUPPORT. GUTTER SECUREMENT AND SUPPORT OPTIONS VARY.

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1. MOST MANUFACTURERS SUPPLY SPECIAL RIDGE SHINGLES. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

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UNDERLAYMENT WRAPPED OVER RIDGE

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RIDGE SHINGLES

AutoCAD SHX Text FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE THROUGH ALL LAYERS OF ROOFING MATERIALS AND INTO DECK

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1. MOST MANUFACTURERS SUPPLY SPECIAL HIP SHINGLES. FOLLOW INSTALLATION INSTRUCTIONS.

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SEALING STRIP

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ROOFING DETAILS (CONT.)

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APR. 24, 2025

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MUST USE INDICATED SCUPPER

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CLOSED-CUT VALLEY DETAIL

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PIECE COUNTER FLASHING DETAIL

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VENT PIPE PENETRATION DETAIL

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CHIMNEY WITH CRICKET FLASHING DETAIL

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(24" WIDE OR LESS) DETAIL

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ROOF SYSTEM TRANSITION DETAIL

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SIDEWALL FLASHING WITH TWO -

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CHIMNEY WITH BACKER FLASHING

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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY

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ASPHALT SHINGLES

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EXTEND SHINGLE 12" MIN. BEYOND CENTER OF VALLEY

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SEALANT

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TRIM CORNER OF SHINGLES

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VALLEY UNDERLAYMENT

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2. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST ROOF AREA.

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1. NO FASTENERS WITHIN 6 INCHES OF VALLEY CENTER.

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SHEET-METAL STEP FLASHING AT EACH COURSE

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UNDERLAYMENT TURNED UP WALL

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MAINTAIN 1" ABOVE ROOF SURFACE

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TWO-PIECE SHEET-METAL COUNTERFLASHING¾ OVERLAP STEP FLASHING MIN. 2"

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BUILDING WRAP¾OVERLAP OVERLAP COUNTERFLASHING MIN. 2"

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WALL SIDING/CLADDING NOT SHOWN FOR CLARITY

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2" MIN.

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APPROPRIATE FASTENERS

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SEALING STRIP

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SLOPE

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1. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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SEALING STRIP

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ASPHALT SHINGLES

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SOFT-METAL FLASHING SLEEVE¾ ROLL INTO PIPE APPROX. 1"

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SEALANT UNDER SHINGLES

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SECTION

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PIPE PENETRATION FLASHING

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UNDERLAYMENT

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OPTIONAL: SEALANT

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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY

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SHEET-METAL COUNTERFLASHING

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SHEET-METAL APRON FLASHING WITH HEMMED EDGE

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ASPHALT SHINGLES

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SOLDER OR SEAL CORNERS

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SHEET-METAL STEP FLASHING

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UNDERLAYMENT TURNED UP WALL

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SHEET-METAL COUNTERFLASHING

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SHEET-METAL CRICKET FLASHING¾SOLDER OR SEAL SOLDER OR SEAL CORNERS

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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY

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CRICKET FLASHING AT MASONRY CHIMNEY

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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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1. THIS DETAIL APPLIES TO CHIMNEYS WIDER THAN 24 INCHES.

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APRON FLASHING AT MASONRY CHIMNEY

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3" MIN.

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LAP UNDERLAYMENT OVER FLASHING

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SHEET-METAL COUNTERFLASHING

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SHEET-METAL BACKER FLASHING¾ SOLDER OR SEAL CORNERS

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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY

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BACKER FLASHING AT MASONRY CHIMNEY

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APRON FLASHING AT MASONRY CHIMNEY

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SHEET-METAL APRON FLASHING WITH HEMMED EDGE

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SHEET-METAL COUNTERFLASHING

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ASPHALT SHINGLES

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SOLDER OR SEAL CORNERS

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SHEET-METAL STEP FLASHING

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UNDERLAYMENT TURNED UP WALL

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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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1. THIS DETAIL APPLIES TO CHIMNEYS THAT ARE 24 INCHES WIDE OR LESS.

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LAP UNDERLAYMENT OVER FLASHING

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ROOF DECK

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ROOF SYSTEM EXTENDED ABOVE TRANSITION

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SHINGLES HELD BACK 10" MIN.

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FIRST COURSE SHALL COVER BASE FLASHING

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SLOPE

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SEALING STRIP

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UNDERLAYMENT

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ROOF SYSTEM TRANSITION DETAIL

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STEEP TO LOW SLOPE

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ROOFING DETAILS (CONT.)

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 51 ROOF REPLACEMENT

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APR. 24, 2025

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FE-10398-8J

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ROOF DECK

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ROOF SYSTEM EXTENDED ABOVE TRANSITION

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SHINGLES HELD BACK 10" MIN.

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COMPATIBILITY OF UNDERLAYMENT AND LOW-SLOPE MEMBRANE SHOULD BE CONSIDERED.

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FIRST COURSE SHALL COVER BASE FLASHING

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SLOPE

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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SEALING STRIP

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UNDERLAYMENT

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OPTIONAL: STARTER COURSE

ASPHALT SHINGLES

Design and Construction

Directorate of Public

Project Name

XXXXXXXXXXXXXX

Contractor Contact Contract:W911SGXXD0XX Information TO: W911SGXXF0XXX Superintendent, PM, & QA Manager

U.S.ARMY

Supervised by:

Services Division Fort Bliss, Texas

Works -Engineering

D E S C R

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M A R K

D A

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AutoCAD SHX Text NOTES: 1. THE SIGNS ARE TO BE ERECTED AT A LOCATION THE SIGNS ARE TO BE ERECTED AT A LOCATION DESIGNATED BY THE COR AND SHALL CONFORM TO THE SIZE, FORMAT, AND TYPOGRAPHIC STANDARDS. 2. THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH DENSITY OVERLAY PLYWOOD. 3. SIGN GRAPHICS TO BE PREPARED ON A WHITE SIGN GRAPHICS TO BE PREPARED ON A WHITE NON-REFLECTIVE VINYL FILM WITH POSITIONABLE ADHESIVE BACKING. 4. DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE FRONT FACE OF THE SIGN PANEL. FLANGE OF T-NUT TO BE BLUSH WITH SIGN FACE. 5. SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED DOUGLAS FIR OR SOUTHERN YELLOW PINE. NO. 1 OR BETTER. DRILL SIX (6) .375" MOUNTING HOLES IN UPRIGHTS TO ALIGN WITH T-NUTS IN SIGN PANEL.COUNTERSINK (.5") BACK OF HOLE TO ACCEPT SOCKET HEAD CAP SCREW (4" X .375") 6. MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND GROUND SHALL BE 4'.

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PROJECT INFORMATION SIGNAGE DETAIL

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NOT TO SCALE

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File details come from the government source that posted it. Updated Jul 10, 2025.