6.3.25 FY25_622_FE 10050 4J_Bldg 622 Roof Replacement & Structure Repair.pdf
PDF 3 MB Posted
- Solicitation number
- W911SG-25-B-A019
About this file
The provided documents are architectural and engineering drawings for a roof repair project at Building 622 on Fort Bliss, Texas. The detailed technical drawings include site plans, demolition plans, new work plans, and specific roofing details such as closed-cut valley details, chimney flashing configurations, vent pipe penetration details, and roof system transition specifications. The drawings cover the removal of existing roofing systems and the installation of new roofing materials, with precise technical annotations for various roof intersections, flashing methods, and penetration sealing.
The accompanying pre-solicitation notice indicates this is a HUBZone small business set-aside contract valued between $250,000 and $500,000. The project involves roof removal and replacement at Building 622, located at the intersection of Pleasanton Road and Doniphan Road on Fort Bliss. The contract duration is 120 calendar days after notice to proceed, with a tentative solicitation release date of 2 July 2025, a site visit planned for 10 July 2025, and a bid opening scheduled for 1 August 2025. Interested contractors must be registered in the System for Award Management (SAM) and will obtain solicitation details exclusively through the SAM.gov Contract Opportunities page.
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| File | Type | Posted |
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| FY25_622_FE 10050 4J_Bldg 622 Roof Replacement Structure Repair_SOW.pdf |
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FORT BLISS, TEXAS
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INDEX OF DRAWINGS
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DESCRIPTION
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CONCURRENCES
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USING AGENCY
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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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BUILDING 622 ROOF REPAIR
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PROJECT LOCATION MAP
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PROJECT LOCATION
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BUILDING 622 ROOF REPAIR
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HOLBROOK AVE.
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PLEASONTON RD.
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PLEASONTON RD.
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EXISTING SITE PLAN
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GENERAL NOTES
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LEGEND
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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 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.
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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DEMOLITION / NEW WORK
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NEW WORK PLAN
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AutoCAD SHX Text EXISTING ROOFING SYSTEM TO BE REMOVE AND REPLACE WITH A NEW MINERAL CAP-SHEET (WHITE) ROOF SYSTEM
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EXISTING PIPE PENETRATIONS
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LEGEND
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EXISTING VENT PENETRATIONS
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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 RECONTAMINATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. 3. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 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. 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. 7. 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. 8. 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, 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. 9. 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. 10. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL 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. 11. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 12. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO CONTINUING ANY ADDITIONAL WORK. 13. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 14. 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. 15. 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. 16. 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. 17. 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. 18. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 19. CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, VEHICLES, AND PERSONNEL. 20. 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. 21. REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 22. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 23. ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF. 24. 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. 25. 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.
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ABANDONED PENETRATIONS
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EXISTING DUCT PENETRATIONS
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DEMOLITION PLAN
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NEW ROOF AND GUTTER
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DETAILS A
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BUILDING 622 ROOF REPAIR
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CLOSED-CUT VALLEY DETAIL
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PIECE COUNTER FLASHING DETAIL
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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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UP TO 3/4" OVERHANG WITH L-TYPE DRIP EDGE METAL
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GUTTER
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1. THIS DETAIL SHOWS ONE TYPE OF GUTTER SUPPORT. GUTTER SECUREMENT AND SUPPORT OPTIONS VARY.
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UNDERLAYMENT WRAPPED OVER RIDGE
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DETAILS
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PIECE COUNTER FLASHING DETAIL
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VENT PIPE PENETRATION DETAIL
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CHIMNEY WITH CRICKET FLASHING DETAIL
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(24" WIDE OR LESS) DETAIL
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ROOF SYSTEM TRANSITION DETAIL
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SIDEWALL FLASHING WITH TWO -
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CHIMNEY WITH BACKER FLASHING
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STEEP TO LOW SLOPE
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SLOPE
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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY
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ASPHALT SHINGLES
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EXTEND SHINGLE 12" MIN. BEYOND CENTER OF VALLEY
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SEALANT
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TRIM CORNER OF SHINGLES
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SEALING STRIPS
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VALLEY UNDERLAYMENT
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2. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST ROOF AREA.
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NOTES:
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1. NO FASTENERS WITHIN 6 INCHES OF VALLEY CENTER.
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SHEET-METAL STEP FLASHING AT EACH COURSE
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UNDERLAYMENT TURNED UP WALL
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MAINTAIN 1" ABOVE ROOF SURFACE
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TWO-PIECE SHEET-METAL COUNTERFLASHING¾ OVERLAP STEP FLASHING MIN. 2"
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BUILDING WRAP¾OVERLAP OVERLAP COUNTERFLASHING MIN. 2"
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WALL SIDING/CLADDING NOT SHOWN FOR CLARITY
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2" MIN.
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APPROPRIATE FASTENERS
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ASPHALT SHINGLES
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SEALING STRIP
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SLOPE
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1. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.
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SEALING STRIP
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ASPHALT SHINGLES
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SOFT-METAL FLASHING SLEEVE¾ ROLL INTO PIPE APPROX. 1"
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SEALANT UNDER SHINGLES
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SECTION
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PIPE PENETRATION FLASHING
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UNDERLAYMENT
AutoCAD SHX Text LAP UNDERLAYMENT OVER FLASHING OR SEAL UPPER FLANGE TO UNDERLAYMENT WITH ROOF CEMENT
AutoCAD SHX Text LAP UNDERLAYMENT OVER TOP OF FLASHING FLANGE OR SEAL UPPER FLANGE TO UNDERLAYMENT WITH ROOF CEMENT
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OPTIONAL: SEALANT
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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY
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SHEET-METAL COUNTERFLASHING
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SHEET-METAL APRON FLASHING WITH HEMMED EDGE
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ASPHALT SHINGLES
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SOLDER OR SEAL CORNERS
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SHEET-METAL STEP FLASHING
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UNDERLAYMENT TURNED UP WALL
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SHEET-METAL COUNTERFLASHING
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SHEET-METAL CRICKET FLASHING¾SOLDER OR SEAL SOLDER OR SEAL CORNERS
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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY
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CRICKET FLASHING AT MASONRY CHIMNEY
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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.
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1. THIS DETAIL APPLIES TO CHIMNEYS WIDER THAN 24 INCHES.
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NOTES:
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APRON FLASHING AT MASONRY CHIMNEY
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3" MIN.
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LAP UNDERLAYMENT OVER FLASHING
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SHEET-METAL COUNTERFLASHING
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SHEET-METAL BACKER FLASHING¾ SOLDER OR SEAL CORNERS
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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY
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BACKER FLASHING AT MASONRY CHIMNEY
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APRON FLASHING AT MASONRY CHIMNEY
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SHEET-METAL APRON FLASHING WITH HEMMED EDGE
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SHEET-METAL COUNTERFLASHING
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ASPHALT SHINGLES
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SOLDER OR SEAL CORNERS
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SHEET-METAL STEP FLASHING
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UNDERLAYMENT TURNED UP WALL
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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.
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1. THIS DETAIL APPLIES TO CHIMNEYS THAT ARE 24 INCHES WIDE OR LESS.
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NOTES:
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LAP UNDERLAYMENT OVER FLASHING
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ROOF DECK
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ROOF SYSTEM EXTENDED ABOVE TRANSITION
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SHINGLES HELD BACK 10" MIN.
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FIRST COURSE SHALL COVER BASE FLASHING
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SLOPE
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SEALING STRIP
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UNDERLAYMENT
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STARTER COURSE
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ASPHALT SHINGLES
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W
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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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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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DESCRIPTION
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MARK
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DATE
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OF
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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PROJECT INFORMATION SIGNAGE DETAIL
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AS SHOWN
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FE 10093 4J
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AutoCAD SHX Text 7.875"
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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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| Sheets and Views |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-CVRSHT |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-Existing Site Plan |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-Demolition - New Work 622 |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-Roof Details A |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-Roof Details B |
| Bldg. 622, 629, 633, 641, 649 - () Roof Repair 01-21-2025-PR-INFO |
File details come from the government source that posted it. Updated .