Bldg 45 Roofing.pdf
PDF 3 MB Posted
- Attached to
- B45 Roof Replacement Federal contract opportunity
- Solicitation number
- W911SG25BA023
About this file
These architectural drawings detail a roof replacement project for Building 45 at Fort Bliss, Texas. The project involves completely removing the existing roof system and installing a new asphalt shingle roof system, which includes wood plank deck replacement, new self-adhering underlayment, and new asphalt roof shingles. The roofing must be installed according to manufacturer recommendations and will require a 30-year manufacturer's warranty with 120-mph wind speed coverage.
The solicitation (W911SG-25-B-A023) is specifically set aside for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) and will be awarded as a Firm-Fixed-Price contract. The project is estimated between $100,000 and $250,000, with a planned performance period of 120 calendar days after Notice to Proceed. The procurement falls under NAICS code 238160 (construction specialty trade) with a size standard of $19 million. The project is being managed by the Mission and Installation Contracting Command at Fort Bliss, with the roofing work focused on maintaining the historical integrity of Building 45.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Offerors OF_1419 Page 1.pdf | ||
| Abstract of Offerors OF_1419 Page 3.pdf | ||
| Abstract of Offerors OF_1419 Page 2.pdf | ||
| RFI Answers.pdf | ||
| Bldg 45 - Roofing (Updated).pdf | ||
| Solicitation Amendment W911SG25BA0230001 SF 30.pdf | ||
| B45 Sign in sheet.pdf | ||
| LBP Bldg. 45 Red Cross.pdf | ||
| Asbestos Survey Bldg. 45.pdf | ||
| Wage Determination.txt | TXT text file | |
| Solicitation - W911SG25BA023.pdf |
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FORT BLISS, TEXAS
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INDEX OF DRAWINGS
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DESCRIPTION
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BUILDING 45 ROOF REPLACEMENT
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PROJECT LOCATION
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BUILDING 45 ROOF REPLACEMENT
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BLDG. 45
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GENERAL NOTES (EXISTING CONDITIONS)
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LEGEND
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1. BUILDING 45 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 45 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COODINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE 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, SPECIFICATIONS, 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 FIELD 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 DRAWINGS DUE 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 AREA IN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 8. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A 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. PROVIDE 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 USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 11. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL 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 PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 13. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 14. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL 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 EXISTING 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 HAZARDOUS 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 AND TESTED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 19. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR 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 ARE 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. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF 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 AND 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 EQUIPMENT AND CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.
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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER 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 LEAST 14 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.
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REMOVE EXISTING ROOF SYSTEM
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DEMOLITION WORK PLAN - B45
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DEMOLITION WORK PLAN - B45
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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. 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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. 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. 13. ANY ITEMS SCHEDULED FOR DEMOLITION 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 CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 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. 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 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.
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AutoCAD SHX Text 1 REMOVE EXISTING ASPHALT SHINGLE SYSTEM DOWN REMOVE EXISTING ASPHALT SHINGLE SYSTEM DOWN TO THE WOOD DECK. 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 500 SF OF WOOD DECK REPLACEMENT. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. 2 REMOVE METAL EVAPORATIVE COOLERS/EQUIPMENT REMOVE METAL EVAPORATIVE COOLERS/EQUIPMENT STANDS IF NECESSARY TO ALLOW FOR CONSTRUCTION, REINSTALL PRIOR TO NEW ROOF MATERIAL INSTALLATION TO ALLOW FOR PROPER FLASHING. PROVIDE OSHA COMPLIANT MID RAIL AND TOE RAIL AT EQUIPMENT STAND. REPLACE ALL ROOF DUCT PENETRATIONS AND EXISTING FLASHING AROUND EQUIPMENT STAND. PREPARE AND PRIME ALL EQUIPMENT STANDS FOR NEW PAINT. CONTRACTOR TO FIELD VERIFY AND VALIDATE. 3 REMOVE EXISTING MECHANICAL STANDS AND/OR REMOVE EXISTING MECHANICAL STANDS AND/OR LEGS AND ANCHORS WHERE EQUIPMENT STANDS WERE PREVIOUSLY REMOVED. 4 REMOVE EXISTING HVACS AND ASSOCIATED DUCT REMOVE EXISTING HVACS AND ASSOCIATED DUCT WORK. PREPARE THE AREA FOR NEW METAL DUCT WORK. HVACS SHALL BE PROTECTED AND STORED DURING CONSTRUCTION. PROVIDE A TEMPORARY, WATERTIGHT COVER AT THE EXTERIOR SIDE OF THE EXISTING DUCT OPENINGS ON THE BUILDING. 5 EXISTING EXHAUST FANS TO REMAIN, PROTECT EXISTING EXHAUST FANS TO REMAIN, PROTECT DURING CONSTRUCTION. 6 REMOVE EXISTING FLASHING AT EXISTING PIPE REMOVE EXISTING FLASHING AT EXISTING PIPE PENETRATIONS AND PREPARE FOR NEW FLASHING, TYPICAL. 7 REMOVE ALL FLASHING AT ALL ROOF VENTS, REMOVE ALL FLASHING AT ALL ROOF VENTS, PREPARE FOR NEW FLASHING. 8 REMOVE GUTTERS, LEADERHEADS AND REMOVE GUTTERS, LEADERHEADS AND DOWNSPOUTS. 9 ASSUME 35% FASCIA REQUIRES REPLACEMENT AND ASSUME 35% FASCIA REQUIRES REPLACEMENT AND PREPARE FOR NEW WOOD FASCIA, PAINT TWO COATS. 10 ASSUME 20% SOFFIT REQUIRES REPLACEMENT. ASSUME 20% SOFFIT REQUIRES REPLACEMENT. REMOVE AND PREPARE FOR NEW SOFFIT, PAINT TWO COATS. 11 REMOVE EXISTING METAL EDGE FLASHING AND DRIP REMOVE EXISTING METAL EDGE FLASHING AND DRIP EDGE AND PROVIDE NEW GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. NEW DRIP EDGE MUST MATCH THE COLOR OF THE SOFFIT. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLORS BEFORE INSTALLATION. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS. 12 PROTECT ALL EXISTING ANTENNAE AND LIGHTNING 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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BUILDING 45 ROOF REPLACEMENT
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NEW WORK PLAN - B45
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AutoCAD SHX Text 1 NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT AND ASPHALT ROOF SHINGLES. ASPHALT SHINGLES: "DURATION" SERIES SERIES SHINGLES AND "DURARIDGE" HIP AND RIDGE SHINGLES HIP AND RIDGE SHINGLES OR APPROVED EQUAL. COLOR TO MATCH: OWENS CORNING: "CHATEAU GREEN". 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. 2 PROVIDE NEW ROOF DUCT PENETRATIONS, METAL DUCT PROVIDE NEW ROOF DUCT PENETRATIONS, METAL DUCT WORK AND FLASHING AT ALL HVAC UNITS. CURB TO BE 8 INCHES MIN. ABOVE NEW ROOF SYSTEM ELEVATION. PAINT ALL HVAC EQUIPMENT STANDS AND PROVIDE METAL FLASHING AND SEALANT PRIOR TO INSTALLATION OF ROOF MATERIAL. 3 REINSTALL AND CONNECT HVAC. REINSTALL AND CONNECT HVAC. 4 PROVIDE NEW 26-GAUGE METAL FLASHING AND PROVIDE NEW 26-GAUGE METAL FLASHING AND SEALANT AT EXISTING EXHAUST FAN. 5 PROVIDE NEW MANUFACTURED, COMMERCIAL, GRADE ALL PROVIDE NEW MANUFACTURED, COMMERCIAL, GRADE ALL METAL PIPE BOOT FLASHING AT ALL PIPE PENETRATIONS. PROVIDE CONTINUOUS NS SEALANT AT ALL JOINTS. 6 NEW ROOF VENT FLASHING AND SEALANT AT ALL VENT NEW ROOF VENT FLASHING AND SEALANT AT ALL VENT PENETRATIONS. 7 PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE FLASHING, COUNTER FLASHING, STEP FLASHING, ETC. AT ALL EXISTING PIPE PENETRATIONS, EXHAUST FAN, ROOF VENTS, CHIMNEYS, PARAPETS, ETC. PROVIDE NEW 26-GAUGE, PREFINISHED GALCANIZED STEEL SHEET METAL, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 8 PROVIDE NEW WOOD FASCIA BOARD AND NEW PROVIDE NEW WOOD FASCIA BOARD AND 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 HISTORIC PRESERVATION AND COR PRIOR TO WORK. NEW METAL DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE TO BE APPROVED BY HISTORIC PRESERVATION AND COR PRIOR TO FABRICATION. 9 PROVIDE NEW GUTTERS, LEADERHEAD AND DOWNSPOUTS. PROVIDE NEW GUTTERS, LEADERHEAD AND DOWNSPOUTS. NEW GUTTERS, LEADER HEAD AND DOWNSPOUT TO BE EQUAL IN DIMENSION AND PROFILE TO EXISTING. CONTRACTOR TO SUBMIT LEADER HEAD AND DOWNSPOUT SHOP DRAWINGS FOR APPROVAL BY HISTORIC PRESERVATION BEFORE INSTALLATION. 10 NEW WOOD SOFFIT AT PERIMETER OF BUILDING PRIME NEW WOOD SOFFIT AT PERIMETER OF BUILDING PRIME AND PAINT (TWO COATS). CONTRACTOR TO FIELD VERIFY AND VALIDATE WITH COR. COLOR TO BE SUBMITTED AND APPROVED BY HISTORIC PRESERVATION AND COR PRIOR TO WORK. 11 NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS. COORDINATE WITH MANUFACTURER TO ENSURE INSTALLATION WILL NOT VOID THE ROOF WARRANTY. ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. REINSTALL ANY ANTENNA THAT WERE REMOVED ONCE CONSTRUCTION IS COMPLETE, REFER TO SOW. 12 ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. REINSTALL ANY ANTENNA THAT WERE REMOVED ONCE CONSTRUCTION IS COMPLETE, REFER TO SOW. 13 SCRAP, PRIME, AND PAINT (TWO COATS) EXISTING SCRAP, PRIME, AND PAINT (TWO COATS) EXISTING SOFFIT OVER PORCH INCLUDING FRIEZE, ARCHITRAVE, AND HEADER. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 14 REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS OF ZINC PAINT TO MATCH EXISTING COLOR.
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NEW WORK GENERAL NOTES
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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT 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 CONDITIONS, 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. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD 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 BUILDING 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, OR NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. PROVIDE NEW ASPHALT SHINGLE ROOF SYSTEM, PROVIDE NEW ASPHALT SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TP0) ROOF SYSTEM OR APPROVED EQUAL. 60 MIL, ADHERED, WITH 2" INCH INSULATION. 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 SHALL BE 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 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, COPING, ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 13. SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS 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 WHERE 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. 15. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES 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, MINIMUM 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, REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 19. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE 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. 21. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS 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 PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.
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EXISTING CHIMNEY
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LEGEND
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EXISTING EVAPORATIVE COOLER
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BUILDING 45 ROOF REPLACEMENT
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HIP DETAIL
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EAVE DETAIL
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NON-VENTED RIDGE DETAIL
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T- OR L-TYPE DRIP EDGE METAL, SEE NOTE 1SEE NOTE 1
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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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METAL DRIP EDGE TO MATCH EXISTING DIMENSION, V.I.F.
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1. THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMENDATIONS FOR THE CORECT INSTALLATION OF THE ROOF SYSTEM.
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DETAILS (CONTINUED)
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BUILDING 45 ROOF REPLACEMENT
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SIDE FLASHING WITH TWO PIECE COUNTER FLASHING DETAIL
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CLOSED-CUT VALLEY DETAIL
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CHIMNEY WITH CRIQUET FLASHING DETAIL
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VENT PIPE PENETRATION DETAIL
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CHIMNEY WITH BACKER FLASHING (24" OR LESS) DETAIL
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STEEP TO LOW SLOPE ROOF SYSTEM TRANSITION DETAIL
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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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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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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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SHINGLES HELD BACK 10" MIN.
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U.S.ARMY
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Services Division Fort Bliss, Texas
Works -Engineering
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DESIGNED BY:
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DESCRIPTION
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MARK
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DATE
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OF
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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PROJECT INFORMATION SIGNAGE DETAIL
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AutoCAD SHX Text G-100
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AS SHOWN
AutoCAD SHX Text 05/27/2025
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FE-10099-5J
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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
BUILDING 45 ROOF REPLACEMENT
| Sheets and Views |
| Bldg 45 - Roofing - 05272025-CVRSHT |
| Bldg 45 - Roofing - 05272025-A-100-SITE |
| Bldg 45 - Roofing - 05272025-A-101-DEMO |
| Bldg 45 - Roofing - 05272025-A-102-NEW |
| Bldg 45 - Roofing - 05272025-A-103-DETAILS |
| Bldg 45 - Roofing - 05272025-A-104-DETAILS |
| Bldg 45 - Roofing - 05272025-G-100-PR-INFO |
File details come from the government source that posted it. Updated .