Drawings_FY25_54_FE 10082 4J_Roof repairs at B54.pdf
PDF 2 MB Posted
- Attached to
- Replace roof of Building 54, Fort Bliss, TX
- Solicitation number
- W911SG25BA033
About this file
These are architectural and engineering drawings for a roof replacement project at Building 54 on Fort Bliss, Texas. The comprehensive set of technical drawings includes seven detailed sheets covering demolition plans, existing site plans, new work roof plans, and multiple technical details for roof components such as castletop chalk lines, eave details, gable details, hip caps, ridge caps, valley pans, and various roofing trim and flashing specifications. The drawings provide precise technical specifications for removing the existing roof system and installing a new roof, with detailed illustrations of specific roofing elements, fastening methods, sealant applications, and installation techniques for different roof sections and transitions.
The project is part of a competitive solicitation (W911SG25BA033) set aside for HUBZone small businesses under NAICS code 238160, with an estimated construction value between $500,000 and $1,000,000. The contract requires the contractor to provide a full-time superintendent during project execution, with all work to be performed simultaneously. The roofing project is located at Building 54 on Doniphan Road within the Fort Bliss, Texas military installation, and is being managed by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood.
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DESCRIPTION
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SHEET
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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FORT BLISS, TEXAS
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PROJECT LOCATION
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INDEX OF DRAWINGS
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BLDG.
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COVER SHEET
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BLDG. 54 ROOF REPLACEMENT
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SLATER ROAD
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GENERAL NOTES
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CHAFFEE RD.
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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. 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. 3. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 5. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS, SOW, AND SPECIFICATIONS) ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 7. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. 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. 9. CONTRACTOR SHALL LIFT IN PLACE EXISTING CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 11. ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 13. 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. 14. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 15. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW. 16. CONTRACTOR SHALL PROPERLY SECURE WORKING AREA CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, VEHICLES, AND PERSONNEL. 17. 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, PIPING, AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. 18. 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. 19. 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. 20. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COOLING/HEATING UNITS IF NECESSARY, DURING PERIODS AC AND HEATER ARE DOWN. 21. 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. 22. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 23. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 24. BUILDING IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COORDINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS.
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SLATER RD.
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DONIPHAN RD.
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EXISTING SITE PLAN
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BLDG. 54 ROOF REPLACEMENT
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MAY 15, 2025
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FE-10082-4J
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LIMITS OF CONSTRUCTION.
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UTILITY NOTES
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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. 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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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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LEGEND
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REMOVE EXISTING ROOF SYSTEM
LAY DOWN YARD TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY COR & MASTER PLANNING
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BLDG. 54 ROOF REPLACEMENT
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MAY 15, 2025
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LEGEND
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EXISTING PIPE PENETRATIONS
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DEMOLITION KEY NOTES
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EXISTING EXHAUST FAN
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DEMOLITION 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 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 SCOPE THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO
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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 MANUFACTURER'S 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 ASBESTOS 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 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. 16. REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE.
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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 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. 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 MOVING ANY CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 22. ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO 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.
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DEMOLITION ROOF PLAN
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AutoCAD SHX Text REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM DOWN TO THE 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 DECK REPLACEMENT, SEE DEMOLITION GENERAL NOTE #15. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. REMOVE ALL EXISTING SHEETMETAL TO INCLUDE FLASHING, COUNTER FLASHING, STEP FLASHING, ETC. AT EXISTING PIPE PENETRATIONS, EXHAUST FAN, ROOF VENTS, CHIMNEYS, PARAPETS, ETC. PREPARE FOR NEW FLASHING, TYPICAL. CONTRACTOR TO REMOVE AND REPLACE ALL THE FASCIA BOARDS. CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. CONTRACTOR TO INCLUDE 300 SF OF WOOD SOFFIT REPLACEMENT, CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. ALL EXISTING ROOF TOP EQUIPMENT (ANTENNAS, VENTS, EXHAUST FANS, HVAC, EVAP UNITS, ETC.) TO INCLUDE WATER, GAS AND ELECTRICAL LINES SHALL BE PROTECTED DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. COORDINATE WITH GOVERNMENT REPRESENTATIVE AND BUILDING'S PERSONNEL PRIOR TO DISCONNECT ANY EQUIPMENT. REMOVE EVAPORATIVE COOLER STAND. PREPARE AREA FOR NEW STAND. REMOVE EXISTING EVAPORATIVE COOLER AND ASSOCIATED DUCTWORK, PREPARE THE AREA FOR NEW METAL DUCT WORK. PROVIDE A TEMPORARY, WATERTIGHT COVER AT THE EXTERIOR SIDE OF THE EISTING DUCT OPENING ON THE BUILDING. EVAPORATIVE COOLER SHALL BE PROTECTED AND STORED DURING CONSTRUCTION. CONTRACTOR TO TEST HVAC EQUIPMENT PRIOR TO CONSTRUCTION AND ONCE CONSTRUCTION IS COMPLETE TO ENSURE THAT EQUIPMENT IS OPERATIONAL. REMOVE AND REPLACE ALL CONDENSATE DRAIN PIPING AT ALL HAVC UNITS. VERIFY THAT ROOFTOP UTILITIES AND SERVICE PIPING AFFECTED BY THE WORK HAVE BEEN SHUT OFF BEFORE COMMENCING WORK. CONTRACTOR SHALL REVIEW THE ASBESTOS AND LEAD SURVEY REPORTS PROVIDED WITH THE SOW PRIOR TO START DEMOLITION.
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23. 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. 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. 26. THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET AWAY FROM RIO GRANDE ELECTRIC SERVICE WIRE. THE CONTRACTOR SHOULD SUBMIT A DMO THROUGH THE SERVICE ORDER DESK TO RGEC IF A COVER UP (RUBBER BLANKET) IS REQUIRED AT LEAST THREE DAYS PRIOR.
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DEMO/NEW WORK PLAN
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NEW WORK ROOF PLAN
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SCALE: 3/32"=1'-0"
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BLDG. 54 ROOF REPLACEMENT
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MAY 15, 2025
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FE-10082-4J
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EXISTING PIPE PENETRATIONS
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EXISTING VENT PENETRATIONS
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EXISTING ELECTRICAL PENETRATIONS
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NEW DOWN SPOUT AND CONCRETE SPLASH BLOCK BELOW
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LEGEND
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NEW FALL PROTECTION ROOF ANCHOR
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16. THE CONTRACTOR SHOULD ENSURE THAT THE THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET AWAY FROM RIO GRANDE ELECTRIC SERVICE WIRE. THE CONTRACTOR SHOULD SUBMIT A DMO THROUGH THE SERVICE ORDER DESK TO RGEC IF A COVER UP (RUBBER BLANKET) IS REQUIRED AT LEAST THREE DAYS PRIOR. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 kN) TENSILE STRENGTH 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 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 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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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.
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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 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 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.
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9. PROVIDE NEW METAL SHINGLE ROOF SYSTEM, PROVIDE NEW METAL SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURER'S WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. . 10. ALL ROOF PENETRATION AND FLASHING WORK SHALL 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
AutoCAD SHX Text 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 AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 15. PROVIDE TAPERED INSULATION CRICKETS AT HIGH 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.
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AutoCAD SHX Text THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC DISTRICT. THE HISTORIC PRESERVATION PROGRAM SHALL REVIEW AND APPROVE ALL MATERIAL SUBMITTALS FOR ACCESSORIES, SEALANTS, GUTTERS, DOWNSPOUTS, SHEETMETAL, REPLACEMENT SOFFIT, FASCIA, PAINT, ROOFING, ETC. BEFORE CONTRACTOR CAN COMMENCE WORK. NEW METAL SHINGLE ROOF SYSTEM INCLUDING NEW METAL SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING, HIGH-TEMPERATURE SHEET UNDERLAYMENT: 45 MIL HOMOGENEOUS RUBBERIZED ASPHALT WATERPROOFING COMPOUND, GLASS FIBER REINFORCED DESIGNED SPECIFICALLY FOR USE UNDER SHEET METAL ROOFING” AND METAL ROOF AND METAL ROOF AND METAL ROOF SHINGLES. METAL SHINGLES: ATAS INTERNATIONAL CASTLETOP DIAMOND-SHAPED METAL SHINGLES WITH BACKER BOARD OR APPROVED EQUAL. COLOR TO MATCH ATAS INTERNATIONAL "DOVE GRAY". SELF-ADHERING SELF-ADHERING, HIGH-TEMPERATURE SHEET UNDERLAYMENT: 45 MIL HOMOGENEOUS RUBBERIZED ASPHALT WATERPROOFING COMPOUND, GLASS FIBER REINFORCED DESIGNED SPECIFICALLY FOR USE UNDER SHEET METAL ROOFING OR APROVED EQUAL. 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 GALVANIZED STEEL SHEET METAL, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. PROVIDE AND INSTALL SEALANT AT ALL EXISTING PIPE PENETRATIONS, FLASHING, VENTS, ETC. CONTRACTOR SHALL FOLLOW ROOF SYSTEM MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO REPLACE ALL FASCIA BOARDS. CONTRACTOR TO FIELD VERIFY AND VALIDATE. PRIME AND PAINT (2 COATS). MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. CONTRACTOR TO INCLUDE 300 SF OF WOOD SOFFIT REPLACEMENT, CONTRACTOR TO FIELD VERIFY AND VALIDATE. PRIME AND PAINT (2 COATS). MATCH EXISTING HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17. COORDINATE WITH MANUFACTURER TO ENSURE INSTALLATION WILL NOT VOID THE ROOF WARRANTY. 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. REPOINT MASONRY CHIMNEY, MORTAR TO MATCH EXISTING. 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.
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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 BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.
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AutoCAD SHX Text PROVIDE TAPERED INSULATION CRICKETS. REFERENCE NEW WORK GENERAL NOTE #15. REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS OF ZINC PAINT TO MATCH EXISTING COLOR. IF VENTS ARE TOO DAMAGED TO REPAIR, CONTRACTOR SHALL FABRICATE NEW RIDGE VENTS TO MATCH EXISTING DESIGN. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. PROVIDE PREFABRICATED STRUCTURAL STEEL EVAPORATIVE COOLER STAND INCLUDING CROSS BRACING AT COLUMNS AND STRUCTURAL REINFORCEMENT BELOW EVAPORATIVE COOLER, WITH GALVANIZED STEEL BAR GRATING SERVICE PLATFORM DECK. RE-INSTALL EXISTING EVAPORATIVE COOLER AND NEW DUCTWORK. USE MATERIALS MATCHING EXISTING DUCTWORK, MINIMUM OF 20-GAUGE GALVANIZED DUCT WITH PITTSBURGH FOLDED SEAM SLIP JOINTS, TYPICAL. REPLACE ALL CONDENSATE DRAIN PIPING AT ALL HVAC UNITS. ENSURE PROPER DRAINAGE TO AWAY FROM THE BUILDING. CONTRACTOR SHALL PROVIDE TEMPORARY HEATING AND COOLING ON THE INTERIOR SIDE OF THE BUILDING AS NECESSARY DURING CONSTRUCTION. CONTRACTOR TO TEST HVAC EQUIPMENT PRIOR TO CONSTRUCTION AND ONCE CONSTRUCTION IS COMPLETE TO ENSURE THAT EQUIPMENT IS OPERATIONAL. VERIFY THE ROOFTOP UTILITIES AND SERVICE PIPING AFFECTED BY THE WORK HAVE BEEN SHUT OFF BEFORE COMMENCING WORK.
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ROOFING DETAILS
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MAY 15, 2025
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CASTLETOP CHALK LINE DETAIL
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BEARING PLATE USED AT EAVE IN HIGH WIND APPLICATIONS
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INSTALL DRIP EDGE FASTENERS SO CASTLETOP PANELS WILL CONCEAL THEM
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GENERAL DETAIL NOTES: THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR THE CORRECT INSTALLATION OF THE ROOF SYSTEM.
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CASTLETOP SHED RIDGE DETAIL
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CASTLETOP SIDEWALL DETAIL
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HEAD SCREW
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ROOFING DETAILS (CONT.)
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REVIEWED BY:
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DRAWN BY:
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SCALE:
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DESIGNED BY:
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SPEC. #
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DATE:
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NUMBER:
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SHEET
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OF
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BLDG. 54 ROOF REPLACEMENT
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MAY 15, 2025
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FE-10082-4J
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NOTE: * DENOTES COLOR SIDE
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ATA-SHIELD
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VALLEY PAN
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#10 X 1" WAFER HEAD FASTENER
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JOGGLE CLEAT
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BUTYL SEALANT TAPE
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CASTLETOP PANEL
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ATA-GUARD
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1/2" PLYWOOD (MIN.)
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HCA800 - VALLEY PAN
AutoCAD SHX Text 1/2" O.H.
AutoCAD SHX Text 7 1/2"
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SPECIFY
AutoCAD SHX Text 1/2" O.H.
AutoCAD SHX Text 7 1/2"
AutoCAD SHX Text 90°
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HEADWALL TRIM - WITH DRIP
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COR-A-VENT
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EXPANDABLE SEALANT TAPE
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CASTLETOP PANEL
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NOTE: * DENOTES COLOR SIDE
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PLYWOOD SUBSTRATE
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HEADWALL TRIM - WITH DRIP
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AutoCAD SHX Text 8"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1/2" C.H.
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SPECIFY
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APPROPRIATE FASTENER
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ATA-GUARD
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9 X 1 1/2" HWH STAINLESS STEEL FASTENER
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APPROPRIATE SEALANT
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COUNTERFLASHING
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COUNTERFLASHING
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AutoCAD SHX Text 3/8"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 3/4"
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#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
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CASTLETOP VENTED HEADWALL DETAIL
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CASTLETOP VALLEY DETAIL
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NOTE: * DENOTES COLOR SIDE
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ROLLED RIDGE CAP - WITH DRIP
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ROLLED RIDGE CAP - WITH DRIP
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COR-A-VENT
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#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
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EXPANDABLE SEALANT TAPE
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CASTLETOP PANEL
AutoCAD SHX Text 1/2" C.H.
AutoCAD SHX Text 1"
AutoCAD SHX Text 5 1/4"
AutoCAD SHX Text 1/2" C.H.
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AutoCAD SHX Text 5 1/4"
AutoCAD SHX Text 2 3/4"
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SPECIFY
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ATA-GUARD
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1/2" PLYWOOD (MIN.)
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9 X 1 1/2" HWH STAINLESS STEEL FASTENER
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SHED RIDGE TRIM - WITH DRIP
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#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
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EXPANDABLE SEALANT TAPE
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COR-A-VENT
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CASTLETOP PANEL
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SHED RIDGE TRIM - WITH DRIP
AutoCAD SHX Text 5"
AutoCAD SHX Text 6 3/4"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1/2" C.H.
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13/16" X 1/2" HEM
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NOTE: * DENOTES COLOR SIDE
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ATA-GUARD
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1/2" PLYWOOD (MIN.)
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9 X 1 1/2" HWH STAINLESS STEEL FASTENER
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CASTLETOP VENTED RIDGE DETAIL
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CASTLETOP VENTED SHED RIDGE DETAIL
N.T.S.
Design and Construction
Directorate of Public
Project Name
XXXXXXXXXXXXXX
XXXXXXXXXXXXXX
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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PROJECT INFORMATION SIGNAGE DETAIL
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AutoCAD SHX Text A-106
AutoCAD SHX Text 3"
AutoCAD SHX Text 9"
AutoCAD SHX Text 19"
AutoCAD SHX Text 10.5"
AutoCAD SHX Text 6.5"
AutoCAD SHX Text 3"
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AutoCAD SHX Text 42"
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AutoCAD SHX Text 0.625"
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AutoCAD SHX Text 7.875"
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AutoCAD SHX Text 0.625"
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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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AutoCAD SHX Text R.V.
AutoCAD SHX Text E.T.
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REVIEWED BY:
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DRAWN BY:
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SCALE:
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DESIGNED BY:
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SPEC. #
AutoCAD SHX Text W.O. #
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DATE:
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NUMBER:
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SHEET
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OF
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BLDG. 54 ROOF REPLACEMENT
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AutoCAD SHX Text
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AutoCAD SHX Text D
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MAY 15, 2025
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FE-10082-4J
| CVRSHT - Bldg 54 |
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| CVRSHT |
| A-100 - Bldg 54 |
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| SITE A-100 |
| A-101 - Bldg 54 |
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| A-102 - Bldg 54 |
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| DETAILS A-103 |
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| DETAILS A-104 |
| A-105 - Bldg 54 |
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| DETAILS A-105 |
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| PR-INFO |
File details come from the government source that posted it. Updated .