Drawings_FY25_633_FE 10094 5J_Roof Repairsat B633.pdf

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Replace Roof at Building 633
Solicitation number
W911SG25BA025
Issued by

About this file

These drawings detail a roof repair project for Building 633 at Fort Bliss, Texas. The comprehensive set of technical drawings includes seven sheets covering existing site plans, demolition plans, new work plans, and detailed roofing installation specifications. The project involves removing the existing roof system and installing a new roof, with multiple technical details for specific roof elements such as closed-cut valley details, sidewall flashing, chimney flashing, and vent pipe penetration methods. The drawings provide precise technical guidance for contractors, including roof slope transitions, counter flashing techniques, and specific installation requirements for various roof components.

The project is part of a pre-solicitation for a firm-fixed-price contract set aside for HUBZone Owned Small Businesses, with an estimated contract value between $100,000 and $250,000. The contract duration is 120 calendar days after notice to proceed, with a tentative solicitation release date of 14 July 2025, a site visit planned for 22 July 2025, and a bid opening scheduled for 13 August 2025. The project will be managed by the Mission and Installation Contracting Command at Fort Bliss, with a North American Industry Classification System (NAICS) code of 238160 and a size standard of $19,000,000.

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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CONCURRENCES

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FIRE DEPARTMENT

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ENVIRONMENTAL DIVISION

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PHYSICAL SECURITY OFFICER

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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT

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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.

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MASTER PLANNING DIVISION

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OPERATIONS & MAINTENANCE DIVISION

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INDUSTRIAL HYGIENE

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CHIEF, ENGINEERING SERVICES DIVISION, DPW

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CHIEF, DESIGN BRANCH, ESD, DPW

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APPROVED BY:

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APPROVED BY:

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BUILDINGS 633 ROOF REPAIR

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PROJECT LOCATION

AutoCAD SHX Text 1 = COVER SHEET 2 = EXISTING SITE PLAN 3 = DEMOLITION PLAN 4 = NEW WORK PLAN 5 = DETAILS 6 = DETAILS 7 = PROJECT INFORMATION SIGNAGE DETAIL

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BUILDINGS 633 ROOF REPAIR

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EXISTING SITE PLAN

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GENERAL NOTES

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LEGEND

AutoCAD SHX Text CONSTRUCTION AREA - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL 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 USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING 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 COMPLETE 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 FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. 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. 9. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING 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 TESTED IN ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD 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 REQUIRES 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, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 15. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW. 16. 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. 17. 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. 18. 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. 19. 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.Ò0. 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 DAMAGED ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 21. BUILDING IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COORDINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS.

AutoCAD SHX Text EXISTING ROOFING SYSTEM TO BE REMOVE AND REPLACE WITH A NEW MINERAL CAP-SHEET (WHITE) ROOF SYSTEM

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PROPOSED LAY-DOWN AREA

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BUILDINGS 633 ROOF REPAIR

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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

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 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 DAYS NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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DEMOLITION PLAN

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DEMOLITION PLAN BLDG.633

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EXISTING PIPE PENETRATIONS

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DEMOLITION GENERAL NOTES

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NEW ROOF AND GUTTER

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BUILDINGS 633 ROOF REPAIR

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DEMOLITION KEY NOTES

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATION. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING AND PARKING SPACES DURING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING AND PARKING SPACES 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. 3. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 4. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND MATCHED AS REQUIRED. 5. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED 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. 7. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO CONTINUING ANY ADDITIONAL WORK. CONTRACTOR TO VALIDATE/VERIFY LEAD OR ASBESTOS MATERIAL TO BE 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. 9. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND 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 TESTED IN THE PRESENCE OF A ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY 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 REQUIRES A MINIMUM OF 60% OF 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, EXACT LOCATIONS AND QUANTITY CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 15. CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, VEHICLES, AND PERSONNEL. 16. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE 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. 17. REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 18. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 19. ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF. 20. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW. 21. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 22. THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING 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. 23. THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR ALL DEMOLITION ITEMS. 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. 24. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF DECK OR STRUCTURAL REPAIRS ARE CONTRACTOR SHALL IDENTIFY AREAS OF 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. 25. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING 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. 26. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 27. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED. 28. THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET AWAY FROM RIO 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.

1. 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 #28. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. 2. 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. 3. 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. 4. CONTRACTOR TO REMOVE AND REPLACE ALL SOFFIT BOARDS. CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. 5. ALL EXISTING ROOF TOP EQUIPMENT (ANTENNAS, 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. 6. CONTRACTOR SHALL REVIEW THE ASBESTOS AND LEAD SURVEY REPORTS PROVIDED WITH THE SOW PRIOR TO START DEMOLITION.

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NEW WORK PLAN

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AS SHOWN

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FE 10094 5J

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NEW WORK PLAN BLDG. 633

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NEW WORK GENERAL NOTES

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. FINAL CLEAN UP IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING AND PARKING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING AND PARKING SPACES 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. 3. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 4. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND MATCHED AS REQUIRED. 5. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE 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. 7. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 8. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 9. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, 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. 10. ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 11. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE 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. 12. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM 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. 13. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 14. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL 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. 15. REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 16. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 17. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW. 18. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 19. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF DECK OR STRUCTURAL CONTRACTOR SHALL IDENTIFY AREAS OF 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. 20. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING 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. 21. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 22. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED. 23. THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET 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. 24. PROVIDE NEW METAL SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD PROVIDE NEW METAL SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. 25. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE 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. 26. ALL SHEET METAL INCLUDING COPING, GUTTERS, FLASHING, TRIM, LEADER 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. 27. ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 28. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF 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. 29. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 KN) 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.

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BUILDINGS 633 ROOF REPAIR

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NEW WORK KEY NOTES

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1. THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC. THE HISTORIC THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC. THE HISTORIC PRESERVATION PROGRAM SHALL REVIEW AND APPROVE ALL MATERIAL SUBMITTALS FOR ACCESSORIES, SEALANTS, GUTTERS, DOWNPOUTS, SHEETMETAL, REPLACEMENT SOFFIT, FASCIA, PAINT, ROOFING, ETC. BEFORE CONTRACTOR CAN COMMENCE WORK. 2. NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT AND ASPHALT ROOF SHINGLES. ASPHALT SHINGLES: OWENS CORNING DURATION SHINGLES OR APPROVED EQUAL. COLOR TO MATCH OWENS CORNING “ONYX BLACK”. SELF-ADHERING UNDERLAYMENT AS ONYX BLACK”. SELF-ADHERING UNDERLAYMENT AS . SELF-ADHERING UNDERLAYMENT AS MANUFACTURED BY OWENS CORNING “TITANIUM PSU30” OR APPROVED OR TITANIUM PSU30” OR APPROVED OR OR APPROVED OR APPROVED EQUAL. 3. PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE FLASHING, COUNTER 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, PRE-FINISHED GALVANIZED STEEL SHEET METAL, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 4. PROVIDE AND INSTALL SEALANT AT ALL EXISTING PIPE PENETRATIONS, PROVIDE AND INSTALL SEALANT AT ALL EXISTING PIPE PENETRATIONS, FLASHING, VENTS, ETC. CONTRACTOR SHALL FOLLOW ROOF SYSTEM MANUFACTURER'S RECOMMENDATIONS. 5. CONTRACTOR TO REPLACE ALL FASCIA BOARDS. CONTRACTOR TO FIELD 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. 6. CONTRACTOR TO REPLACE ALL SOFFIT BOARDS. CONTRACTOR TO FIELD CONTRACTOR TO REPLACE ALL SOFFIT 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. 7. NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #29. COORDINATE WITH MANUFACTURER TO ENSURE INSTALLATION WILL NOT VOID THE ROOF WARRANTY. 8. ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. REINSTALL ANY ANTENNA THAT WERE REMOVED ONCE CONSTRUCTION IS COMPLETE. 9. SCRAP, PRIME AND PAINT (TWO COATS) EXISTING SOFFIT OVER PORCH SCRAP, PRIME AND PAINT (TWO COATS) EXISTING SOFFIT OVER PORCH INCLUDING FRIEZE, ARCHITRAVE, AND HEADER. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. 10. REPOINT MASONRY CHIMNEY, MORTAR TO MATCH EXISTING. REPAIR CHIMNEY 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. 11. PROVIDE TAPERED INSULATION CRICKETS. REFERENCE NEW WORK GENERAL PROVIDE TAPERED INSULATION CRICKETS. REFERENCE NEW WORK GENERAL NOTE #28.

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

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1. THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR THE CORRECT INSTALLATION OF THE ROOF SYSTEM.

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

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1. NO FASTENERS WITHIN 6 INCHES OF VALLEY CENTER.

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MAINTAIN 1" ABOVE ROOF SURFACE

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

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

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OPTIONAL: SEALANT

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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY

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CRICKET FLASHING AT MASONRY CHIMNEY

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

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

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APRON FLASHING AT MASONRY CHIMNEY

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3" MIN.

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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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FIRST COURSE SHALL COVER BASE FLASHING

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BUILDINGS 633 ROOF REPAIR

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1. THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR THE CORRECT INSTALLATION OF THE ROOF SYSTEM.

DETAIL GENERAL NOTES

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Design and Construction

Directorate of Public

Project Name

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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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DESCRIPTION

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MARK

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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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AS SHOWN

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FE 10094 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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BUILDINGS 633 ROOF REPAIR

Sheets and Views
Bldg. 633, 05-22-2025 -CVRSHT
Bldg. 633, 05-22-2025 -Existing Site Plan
Bldg. 633, 05-22-2025 -Demolition 633
Bldg. 633, 05-22-2025 -New Work 633
Bldg. 633, 05-22-2025 -Roof Details A
Bldg. 633, 05-22-2025 -Roof Details B
Bldg. 633, 05-22-2025 -PR-INFO

File details come from the government source that posted it. Updated .