Drawings_FY25_Building 12.pdf

PDF 33 MB Posted Jun 30, 2025

Attached to: B12 Roof Repairs Federal contract opportunity
Solicitation number: W911SG25BA015
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Jun 30, 2025

These are technical architectural drawings and details for a roof replacement project at Building 12 on Fort Bliss, Texas. The comprehensive set of documents includes eight sheets covering site plans, demolition work plans, new work plans, and technical installation details for a metal shingle roof system. The project involves removing the existing asphalt shingle roof and installing a new diamond-shaped, flat metal shingle roof using .032 aluminum shingles with a Kynar 500 finish in "Dove Gray" color. The drawings specify detailed requirements including self-adhering underlayment, new flashing, duct work, gutters, downspouts, and six permanent fall protection roof anchors.

The associated federal contract opportunity is a Service-Disabled Veteran-Owned Small Business set-aside solicitation (W911SG25BA015) for roof repairs estimated between $250,000-$500,000. The project is scheduled for a pre-bid conference on 10 July 2025, with questions due by 18 July 2025, and a bid opening around 1 August 2025. The contract requires a 30-year manufacturer's warranty with 130 MPH wind speed coverage and a 120-day completion timeline. The work will be performed by the Mission and Installation Contracting Command at Fort Bliss, with the North American Industry Classification System (NAICS) code 238160 and a size standard of $19,000,000.

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Other files for this federal contract opportunity

Other files attached to B12 Roof Repairs, newest first.
File	Type	Posted
Abstract of Offerors OF_1419 Page 1 1.pdf	PDF	Aug 4, 2025
Abstract of Offerors OF_1419 Page 3.pdf	PDF	Aug 4, 2025
Abstract of Offerors OF_1419 Page 2.pdf	PDF	Aug 4, 2025
Original As-built Drawings.pdf	PDF	Jul 25, 2025
B12 RFI Answers.pdf	PDF	Jul 25, 2025
Site Visit sign-in sheet.pdf	PDF	Jul 10, 2025
Wage Determination.txt	TXT text file	Jun 30, 2025
LBP Bldg. 12 (soffit & fascia).pdf	PDF	Jun 30, 2025
Asbestos survey 19696 Cherokee Bldg. 12.pdf	PDF	Jun 30, 2025
Solicitation - W911SG25BA015..pdf	PDF	Jun 30, 2025

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BUILDING 12 ROOF REPLACEMENT

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PROJECT LOCATION MAP

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SITE PLAN

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CONSTRUCTION LIMITS

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GENERAL NOTES (EXISTING CONDITIONS)

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LEGEND

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1. BUILDING 12 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 12 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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UTILITY NOTES

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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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BLDG. 12

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DEMOLITION WORK PLAN - B12

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DEMOLITION WORK PLAN - B12

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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, SOW, 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 THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS 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. 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.

AutoCAD SHX Text 21.CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 22.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 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 TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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 NECESSARY EXISTING HVACS AND REMOVE NECESSARY EXISTING HVACS AND ASSOCIATED DUCT WORK TO REPAIR SOFFIT AND FASCIA. 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. 3 EXISTING EXHAUST FANS TO REMAIN, PROTECT EXISTING EXHAUST FANS TO REMAIN, PROTECT DURING CONSTRUCTION. 4 REMOVE EXISTING FLASHING AT EXISTING PIPE REMOVE EXISTING FLASHING AT EXISTING PIPE PENETRATIONS AND PREPARE FOR NEW FLASHING, TYPICAL. 5 REMOVE ALL FLASHING AT ALL ROOF VENTS, REMOVE ALL FLASHING AT ALL ROOF VENTS, PREPARE FOR NEW FLASHING. 6 REMOVE EXISTING FASCIA AND PREPARE FOR NEW REMOVE EXISTING FASCIA AND PREPARE FOR NEW WOOD FASCIA, PAINT TWO COATS. 7 REMOVE EXISTING SOFFIT AND PREPARE FOR NEW REMOVE EXISTING SOFFIT AND PREPARE FOR NEW SOFFIT, PAINT TWO COATS. 8 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. 9 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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DEMOLITION GENERAL NOTES

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LEGEND

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BUILDING 12 ROOF REPLACEMENT

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AutoCAD SHX Text 1 NEW DIAMOND-SHAPED, FLAT METAL SHINGLE, WITH NEW DIAMOND-SHAPED, FLAT METAL SHINGLE, WITH HIDDEN FASTENERS AS MANUFACTURED BY ATAS INTERNATIONAL, INC. "CASTLE TOP HCT160" .032 .032 ALUMINUM SHINGLES WITH EMBOSSED TEXTURE AND KYNAR 500 FINISH INCLUDING HIP AND RIDGE SHINGLES OR APPROVED EQUAL. COLOR TO MATCH ATAS INTERNATIONAL "DOVE GRAY". SELF-ADHERING, HIGH-TEMPERATURE SHEET UNDERLAYMENT: 45 MIL HOMOGENEOUS RUBBERIZED ASPHALT WATERPROOFING COMPOUND, GLASS FIBER REINFORCED DESIGN SPECIFICALLY FOR USE UNDER SHEET METAL ROOFING. THERMAL STABILITY: RESISTANT TO 240 DEG F; ASTM D 1970. LOW TEMPERATURE FLEXIBILITY: PASSES AFTER TESTING AT MINUS 20 DEG F; ASTM D 1970 WITH ASPHALT FREE FELT: CONFORMING TO ASTM D 226, POLYOLEFIN BASED, 100 PERCENT ASPHALT FREE, HIGH STRENGTH REINFORCED ROOFING UNDERLAYMENT. MATERIALS AND COLOR TO BE APPROVED BY THE HISTORIC PRESERVATION PROGRAM SPECIALIST PRIOR TO CONSTRUCTION. 2 PROVIDE NEW DUCT PENETRATIONS, METAL DUCT WORK PROVIDE NEW DUCT PENETRATIONS, METAL DUCT WORK AND FLASHING AT ALL HVAC UNITS. CURB TO BE 8 INCHES MIN. ABOVE NEW ROOF SYSTEM ELEVATION. 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 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 NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF 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. REFER TO NOTE #17 8 REPOINT MASONRY CHIMNEY, MORTAR TO MATCH REPOINT MASONRY CHIMNEY, MORTAR TO MATCH EXIXTING. REPAIR CHIMNEY CAP WITH TWO-PART CONCRETE EPOXY. PROVIDE AND INSTALL STAINLESS CHIMNEY CAP WITH BIRD SCREEN. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. 9 PROVIDE TAPERED INSULATION CRICKETS. PROVIDE TAPERED INSULATION CRICKETS. 10 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 BY CULTURAL RESOURCE MANAGER 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. 11 NEW 24-GAUGE STEEL GUTTERS WITH FACTORY APPLIED NEW 24-GAUGE STEEL GUTTERS WITH FACTORY APPLIED KYNAR FINISH COMPLETE WITH MITERED CORNERS, END CAPS, OUTLETS, BRACKETS, AND OTHER ACCESSORIES NECESSARY FOR INSTALLATION. FABRICATE GUTTERS IN SECTIONS NOT LESS THAN EIGHT FEET AND PROVIDE EXPANSION-TYPE SLIP JOINTS MIDWAY BETWEEN OUTLETS. PROVIDE WITH CONCEALED SPLICE PLATE SIX INCHES MINIMUM. JOIN THE GUTTERS BY RIVETED OR SOLDERED JOINTS. NEW GUTTER SUPPORT BRACKETS SHALL BE MINIMUM 1/4-INCH-THICK X 1 INCH WIDE GALVANIZED STEEL AND POWDER COATED TO MATCH COLOR OF GUTTER. PROVIDE SHOP DRAWINGS FOR APPROVAL BY HISTORIC PRESERVATION BEFORE INSTALLATION. 12 PROVIDE NEW 24-GAUGE GALVANIZED DOWNSPOUTS PROVIDE NEW 24-GAUGE GALVANIZED DOWNSPOUTS WITH FACTORY APPLIED KYNAR FINISH. A MINIMUM OF FOUR NEW DOWNSPOUTS SHALL BE INSTALLED. PROVIDE COMPLETE WITH ELBOWS AND OFFSETS. PROVIDE DOWNSPOUTS IN APPROXIMATELY TEN-FOOT LENGTHS. KEEP DOWNSPOUTS NOT LESS THAN ONE INCH AWAY FROM WALLS. FORM STRAPS OF METAL COMPATIBLE WITH THE DOWNSPOUTS. ORIGINAL ANCHOR POINTS FOR STRAPS ON BUILDING SHOULD BE REUSED FOR INSTALLATION OF NEW DOWNSPOUTS WHEN POSSIBLE. PROVIDE NEW PRECAST 30"L X 10"W X 3"H CONCRETE SPLASHBLOCKS AT EACH DOWNSPOUT. PROVIDE SHOP DRAWINGS FOR APPROVAL BY HISTORIC PRESERVATION BEFORE INSTALLATION. 13 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. 14 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.

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NEW WORK GENERAL NOTES

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NEW WORK KEY 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 METAL SHINGLE ROOF SYSTEM INCLUDING PROVIDE NEW METAL SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT, INSULATION, ROOF BOARD, AND METAL SHINGLES. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. 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. NOT USED. NOT USED. 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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NEW METAL SHINGLE ROOF SYSTEM

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EXISTING CHIMNEY

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LEGEND

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NEW FALL PROTECTION ROOF ANCHOR

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BUILDING 12 ROOF REPLACEMENT

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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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9 X 1 1/2" HWH STAINLESS STEEL FASTENER

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2 1/2"

3/4"*

#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER

WITH WASHER

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ROLLED RIDGE CAP - WITH DRIP

COR-A-VENT

#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER

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#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER

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Design and Construction

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

U.S.ARMY

Supervised by:

Services Division Fort Bliss, Texas

Works -Engineering

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AutoCAD SHX Text 0.625"

AutoCAD SHX Text 1.25"

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'.

AutoCAD SHX Text

PROJECT INFORMATION SIGNAGE DETAIL

AutoCAD SHX Text

NOT TO SCALE

Sheets and Views

Bldg 12 - Roofing - 02262025-CVRSHT

Bldg 12 - Roofing - 02262025-A-100-SITE

Bldg 12 - Roofing - 02262025-A-101-DEMO

Bldg 12 - Roofing - 02262025-A-102-NEW

Bldg 12 - Roofing - 02262025-A-103-DETAILS

Bldg 12 - Roofing - 02262025-A-104-DETAILS

Bldg 12 - Roofing - 02262025-A-105-DETAILS

Bldg 12 - Roofing - 02262025-G-100-PR-INFO

File details come from the government source that posted it. Updated Jun 30, 2025.