Drawings_FY25_127_FE 10103 5J_Roof Repairs at B127.pdf
PDF 4 MB Posted
- Attached to
- Replace roof of Building 127, Fort Bliss, TX
- Solicitation number
- W911SG25BA038
About this file
These are architectural drawings for a roof replacement project for Building 127 at Fort Bliss, Texas. The documents include detailed technical specifications and installation instructions for a Castletop roofing system, with comprehensive drawings covering site plans, demolition work plans, new work plans, and various roofing detail sections. The drawings provide precise measurements, installation techniques, and component details for roof elements including chalk lines, eave details, gable trim, valley pans, headwall trims, ridge caps, and sidewall trims.
The project is a competitive set-aside for HUBZone small businesses under NAICS code 238160, with an estimated construction value between $250,000 and $500,000. The solicitation (W911SG25BA038) requires a bid guarantee, performance and payment bonds, and mandates a superintendent be present during all work. The contract is administered by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood, with the bid opening to be held at MICC-Fort Bliss, emphasizing simultaneous completion of all roofing work on Building 127.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D P
W
FO
R T
B
LI
SS
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text
FORT BLISS, TEXAS
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text
PROJECT LOCATION MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text 1 = COVER SHEET 2 = SITE PLAN 3 = DEMOLITION WORK PLAN 4 = NEW WORK PLAN 5 = DETAILS 6 = DETAILS (CONTINUED) 7 = DETAILS (CONTINUED) 8 = PROJECT INFORMATION SIGNAGE DETAIL
AutoCAD SHX Text
CVRSHT
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text E.T.
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text
CASSIDY RD.
AutoCAD SHX Text
SHERIDAN RD.
AutoCAD SHX Text
DONIPHAN RD.
AutoCAD SHX Text
PERSHING RD.
AutoCAD SHX Text
CHAFFEE RD.
AutoCAD SHX Text
SLATER RD.
AutoCAD SHX Text
BLDG. 127
AutoCAD SHX Text
CUSTER RD.
W
FO
R T
B
LI
SS
N
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-100
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
AutoCAD SHX Text
PERSHING RD.
AutoCAD SHX Text
LAY-DOWN AREA
AutoCAD SHX Text
GENERAL NOTES (EXISTING CONDITIONS)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
1. BUILDING 127 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 127 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COODINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS, SOW, AND SPECIFICATIONS) ON SITE AT ALL TIMES AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 4. CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, DRAWINGS AND CONTRACT TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD IMMEDIATELY VIA RFI, TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 8. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT EQUIPMENT, ETC. THIS INCLUDES INVENTORY OF ALL ITEMS ON SITE AND THEIR CONDITION. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 9. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COOLING/HEATING UNITS IF NECESSARY, DURING PERIODS AC AND HEATER ARE DOWN. 10. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 11. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 12. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 13. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 14. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 15. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL. 16. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 17. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 18. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 19. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 20. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 21. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES.
AutoCAD SHX Text
LAY-DOWN ARE NOTES
AutoCAD SHX Text
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.
AutoCAD SHX Text
UTILITY NOTES
AutoCAD SHX Text
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.
AutoCAD SHX Text CONSTRUCTION LIMITS - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
REMOVE EXISTING ROOF SYSTEM
AutoCAD SHX Text LAY DOWN YARD TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY COR & MASTER PLANNING
AutoCAD SHX Text
SLATER RD.
AutoCAD SHX Text
CONSTRUCTION LIMITS
AutoCAD SHX Text
DONIPHAN RD.
AutoCAD SHX Text
CASSIDY RD.
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SCALE: 1"=50'
BLDG. 127
W
FO
R T
B
LI
SS
N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
DEMOLITION WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-101
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
AutoCAD SHX Text
AutoCAD SHX Text
DEMOLITION WORK PLAN
AutoCAD SHX Text
SCALE: 1/8"=1'-0"
AutoCAD SHX Text
1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT 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 OF THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS ENCOUNTERED IN THESE GENERAL DEMOLITION AREAS, WHICH WILL INTERFERE WITH THE NEW CONSTRUCTION SHALL ALSO BE REMOVED AT NOT ADDITIONAL COST. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 7. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 8. CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS, AND FINISHES THAT ARE TO REMAIN AND WITHOUT UNNECESSARY DAMAGE. ITEMS AND MATERIAL TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DPW REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 10. THE CONTRACTOR SHALL OVERSEE CLEANING AND THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL WORK SHALL COMPLY WITH THE 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. 13. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO 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 AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 16. 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. 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. 18. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR 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 ABANDONED PENETRATIONS. 22.ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE AND INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 23.CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 24.THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.
AutoCAD SHX Text 1 REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM DOWN 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. 2 REMOVE ALL EXISTING SHEETMETAL TO INCLUDE FLASHING, 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 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 INCLUDE 100 SF OF WOOD SOFFIT CONTRACTOR TO INCLUDE 100 SF OF WOOD SOFFIT REPLACEMENT, CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. 5 ALL EXISTING ROOF TOP EQUIPMENT (ANTENNAS, VENTS, 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 REMOVE EVAPORATIVE COOLER METAL STAND. PREPARE REMOVE EVAPORATIVE COOLER METAL STAND. PREPARE AREA FOR NEW STAND. CONTRACTOR TO FIELD VERIFY AND VALIDATE. 7 REMOVE EXISTING EVAPORATIVE COOLER AND ASSOCIATED 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 EXISTING DUCT OPENING ON THE BUILDING. EVAPORATIVE COOLER SHALL BE PROTECTED AND STORED DURING CONSTRUCTION. CONTRACTOR TO TESTED 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 HVAC UNITS. VERIFY THAT ROOFTOP UTILITIES AND SERVICE PIPING AFFECTED BY THE WORK HAVE BEEN SHUT OFF BEFORE COMMENCING WORK. 8 CONTRACTOR SHALL REVIEW THE ASBESTOS AND LEAD CONTRACTOR SHALL REVIEW THE ASBESTOS AND LEAD SURVEY REPORTS PROVIDED WITH THE SOW PRIOR TO START DEMOLITION.
AutoCAD SHX Text
DEMOLITION GENERAL NOTES
AutoCAD SHX Text
DEMOLITION KEY NOTES
AutoCAD SHX Text E
AutoCAD SHX Text
EXISTING ROOF SYSTEM
AutoCAD SHX Text
EXISTING CHIMNEY
AutoCAD SHX Text
EXISTING EXHAUST FANS
AutoCAD SHX Text
EXISTING PIPE PENETRATION
AutoCAD SHX Text
EXISTING ANTENNA
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
EXISTING EVAPORATIVE COOLER
AutoCAD SHX Text
EXISTING ABANDONED HVAC STAND
AutoCAD SHX Text
EXISTING DUCT PENETRATION
AutoCAD SHX Text
EXISTING ABANDONED DUCT PENETRATION
AutoCAD SHX Text
EXISTING FRESH AIR INTAKE
AutoCAD SHX Text
EXISTING EXHAUST FANS
AutoCAD SHX Text
EXISTING DOWN SPOUT
AutoCAD SHX Text
EXISTING ELECTRICAL PENETRATION
AutoCAD SHX Text E
AutoCAD SHX Text
EXISTING ABANDONED ELECTRICAL PENETRATION
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text 58'
AutoCAD SHX Text 27'
AutoCAD SHX Text 29'
AutoCAD SHX Text 56'
AutoCAD SHX Text 9'-6"
AutoCAD SHX Text 2'
AutoCAD SHX Text 46'-6"
13'-6"
W
FO
R T
B
LI
SS
N
E
AutoCAD SHX Text E
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
NEW WORK PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-102
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
AutoCAD SHX Text
AutoCAD SHX Text
NEW WORK PLAN
AutoCAD SHX Text
SCALE: 1/8"=1'-0"
AutoCAD SHX Text 1 THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC 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, DOWNPOUTS, SHEETMETAL, REPLACEMENT SOFFIT, FASCIA, PAINT, ROOFING, ETC. BEFORE CONTRACTOR CAN COMMENCE WORK. 2 NEW METAL SHINGLE AND TPO ROOF SYSTEM NEW METAL SHINGLE AND TPO ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT. INSTALL TPO AT LOW PITCH ROOF SECTION. METAL SHINGLES: ATAS INTERNATIONAL CASTLETOP DIAMOND-SHAPED METAL SHINGLES WITH BACKER BOARD OR APPROVED EQUAL. COLOR TO MATCH ATAS INTERNATIONAL "DOVE GRAY". SELF-ADHERING, HIGH-TEMPERATURE SHEET UNDERLAYMENT: 45 MIL HOMOGENEOUS RUBBERIZED ASPHALT WATERPROOFING COMPOUND, GLASS FIBER REINFORCED DESIGNED SPECIFICALLY FOR USE UNDER SHEET METAL ROOFING OR APPROVED EQUAL. TPO 72 OR APPROVED EQUAL. TPO 72 MIL WITH 5/8-INCH GLASS-MAT ROOF BOARD. PROVIDE CONTINUOUS SEALANT AT TRANSITION BETWEEN METAL SHINGLES AND TPO. 3 PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE FLASHING, COUNTER FLASHING, STEP FLASHING, ETC. AT ALL EXISTING PIPE PENETRATIONS, EXHAUST FAN, ROOF VENTS, CHIMNEYS, PARAPETS, ETC. PROVIDE NEW 26-GAUGE, PREFINISHED 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 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 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 INCLUDE 100 SF OF WOOD SOFFIT CONTRACTOR TO INCLUDE 100 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. 7 NEW PERMANENT 'D' RING TYPE FALL PROTECTION NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17. COORDINATE WITH THE MANUFACTURER TO ENSURE INSTALLATION WILL NOT VOID THE ROOF WARRANTY. 8 ALL EXISTING ANTENNA ARE TO BE PROTECTED 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 SCRAP, PRIME, AND PAINT (TWO COATS) EXISTING SOFFIT OVER PORCH INCLUDING FRIEZE, ARCHITRAVE, AND HEADER. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 10 REPOINT MASONRY CHIMNEY, MORTAR TO MATCH 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 MATERIAL AND COLOR BEFORE INSTALLATION. 11 PROVIDE TAPERED INSULATION CRICKETS. REFERENCE PROVIDE TAPERED INSULATION CRICKETS. REFERENCE NEW WORK GENERAL NOTE # 15. 12 REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS 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. 13 PROVIDE PREFABRICATED STRUCTURAL STEEL 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. 14 RE-INSTALL EXISTING EVAPORATIVE COOLER AND NEW 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 BUILDING. CONTRACTOR SHALL PROVIDE TEMPORARY HEATING AND COOLING ON THE INTERIOR SIDE OF THE BUILDING AS NECESSARY DURING CONSTRUCTION. CONTRACTOR TO TESTED HVAC EQUIPMENT PRIOR TO CONSTRUCTION AND ONCE CONSTRUCTION IS COMPLETE TO ENSURE THAT EQUIPMENT IS OPERATIONAL. VERIFY THAT ROOFTOP UTILITIES AND SERVICE PIPING AFFECTED BY THE WORK HAVE BEEN SHUT OFF BEFORE COMMENCING WORK.
AutoCAD SHX Text
NEW WORK GENERAL NOTES
AutoCAD SHX Text
NEW WORK KEY NOTES
AutoCAD SHX Text E
AutoCAD SHX Text
NEW BUILT-UP ROOF SYSTEM
AutoCAD SHX Text
EXISTING CHIMNEY
AutoCAD SHX Text
EXISTING EXHAUST FANS
AutoCAD SHX Text
EXISTING PIPE PENETRATION
AutoCAD SHX Text
EXISTING ANTENNA
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
EXISTING EVAPORATIVE COOLER
AutoCAD SHX Text
EXISTING DUCT PENETRATION
AutoCAD SHX Text
EXISTING FRESH AIR INTAKE
AutoCAD SHX Text
EXISTING EXHAUST FANS
AutoCAD SHX Text
EXISTING DOWN SPOUT
AutoCAD SHX Text
EXISTING ELECTRICAL PENETRATION
AutoCAD SHX Text
NEW FALL PROTECTION ROOF ANCHOR
AutoCAD SHX Text
NEW METAL SHINGLE ROOF SYSTEM
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text
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 CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, 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. 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 BUILDING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 7. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 8. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. PROVIDE NEW METAL SHINGLE ROOF SYSTEM, PROVIDE NEW METAL SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. 10. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR USING MANUFACTURER'S STANDARD DETAILS AND SHALL BE COVERED AS PART OF THE MANUFACTURER'S WARRANTY. CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES, PIPE SUPPORTS, PIPE BOOTS, CANT STRIPS, ETC. SUPPORTS SHALL NOT PENETRATE THE NEW ROOF SYSTEM. 11. ALL SHEET METAL INCLUDING COPING, GUTTERS, ALL SHEET METAL INCLUDING COPING, GUTTERS, FLASHING, TRIM, LEADER BOXES AND LEADERS ARE TO BE SUPPLIED BY METAL ROOFING MANUFACTURER AND INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. ALL GAUGES OF SHEET METAL SHALL BE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 12. ALL ROOF AND WALL PANEL TERMINATIONS, COPING, ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 13. SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 14. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 15. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF MOUNTED EQUIPMENT, SKYLIGHTS, CORNERS, ETC. AND ALONG WALLS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. SLOPE FOR ALL CRICKETS SHALL MATCH THE ADJACENT ROOF ASSEMBLY, SLOPE = 1/4" PER FOOT. REFER TO NRCA ROOFING MANUAL, CURRENT EDITION. 16. 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. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 kN) TENSILE STRENGTH 'D' RING TYPE PERMANENT FALL PROTECTION ROOF ANCHORS. ROOF ANCHORS SHALL COMPLY WITH OSHA 1926.502. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 18. REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 19. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 20.EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 21. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 22. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS FOR DISPOSE OF CONSTRUCTION MATERIALS. 23. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.
AutoCAD SHX Text 58'
AutoCAD SHX Text 27'
AutoCAD SHX Text 29'
AutoCAD SHX Text 56'
AutoCAD SHX Text 9'-6"
AutoCAD SHX Text 2'
AutoCAD SHX Text 46'-6"
13'-6"
22 1/4"
8 3/8"
CHALK LINES
1/2"
1"3/4"
13 3/4"
BEARING PLATE USED AT EAVE IN HIGH WIND
APPLICATIONS
INSTALL DRIP EDGE FASTENERS SO
CASTLETOP PANELS WILL CONCEAL THEM
ATA-GUARD
#10 X 1" WAFER HEAD SCREW
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
1/2" PLYWOOD (MIN.)
CASTLETOP PANEL
DRIP EDGE
#10 X 1" WAFER HEAD
SCREW
ATA-SHIELD
FOLD CASTLETOP TABS AROUND DRIP
EDGE TRIM
HCA112-DRIP EDGE
NOTE: * DENOTES COLOR SIDE.
1"
1 1/4"
2 1/2"
1/2" W.H.
1 5/16" 1/2"
2 1/2"
CLEAT RECOMMENDED
IF GABLE TRIM CAP
IS OVER 4"
CLEAT
S.S. PAINTED POP RIVET
GABLE TRIM CAP
CASTLETOP PANELS
#10 X 1" WAFER HEAD SCREW
BUTYL SEALANT TAPE
CHANNEL TRIM
ATA-GUARD
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
1/2" PLYWOOD (MIN.)
ATA-SHIELD
(1 WIDTH OF ROLL)
NOTE: * DENOTES COLOR SIDE.
HCA200 - CHANNEL TRIM
HCA201 - GABLE TRIM CAP
13/16" X 1/2" HEM
3 1/2"
1/2" O.H.
4"
3/8"
1/2"
2 1/2"
3/4"*
NOTE: * DENOTES COLOR SIDE.
1/2" PLYWOOD (MIN.)
CASTLETOP PANEL
9 X 1 1/2 HWH STAINLESS STEEL FASTENER
EXPANDABLE SEALANT TAPE
#10 X 2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
HEADWALL TRIM
COUNTERFLASHING
APPROPRIATE FASTENER
ATA-GUARD
APPROPRIATE SEALANT
COUNTERFLASHING
HCA500 - HEADWALL TRIM
SPECIFY
D P
W
FO
R T
B
LI
SS
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP CHALK LINE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP EAVE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP GABLE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP HEADWALL DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-103
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
AutoCAD SHX Text
BUILDING 127 ROOF REPLACEMENT
AutoCAD SHX Text
1. THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMENDATIONS FOR THE CORECT INSTALLATION OF THE ROOF SYSTEM.
GENERAL DETAIL NOTES
NOTE: * DENOTES COLOR SIDE
HCA303 - ROLLED HIP CAP
3 3/4"
1/2" O.H. SPECIFY1/2" O.H.
3 3/4"
CASTLETOP PANEL
1/2" PLYWOOD (MIN.)
ATA-GUARD
EXPANDABLE SEALANT TAPE
ROLLED HIP CAP
#10 X 2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
2 5/8"
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
HCA303 - ROLLED RIDGE CAP
CASTLETOP PANEL
ATA-GUARD
1/2" PLYWOOD (MIN.)
EXPANDABLE SEALANT TAPE
ROLLED RIDGE CAP
#10 X 2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
SPECIFY
1/2" O.H.
3 3/4"*
NOTE: * DENOTES COLOR SIDE
2 5/8"
3 3/4"
1/2" O.H.
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
#10 X 2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
SHED RIDGE CAP
ATA-GUARD
1/2" PLYWOOD (MIN.)
CASTLETOP PANEL
EXPANDABLE SEALANT TAPE
HCA342 - SHED RIDGE CAP
5 3/4"
5"
SPECIFY
1/2" O.H.
NOTE: * DENOTES COLOR SIDE
13/16" X 1/2" HEM
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
HCA410 - SIDEWALL TRIM
HCA200 - CHANNEL TRIM
1/2" O.H.
4"
4"
1 1/4"
1"
2 1/2"
1/2" W.H.
NOTE: * DENOTES COLOR SIDE
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
APPROPRIATE SEALANT
APPROPRIATE FASTENER
COUNTERFLASHING
SIDEWALL TRIM
ATA-SHIELD
CHANNEL TRIM
#10 X 1" WAFER HEAD SCREW
CASTLETOP PANEL
ATA-GUARD
PLYWOOD SUBSTRATE
COUNTERFLASHING
1/2"
3/8"
2 1/2"
3/4"
D P
W
FO
R T
B
LI
SS
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP RIDGE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP HIP DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP SHED RIDGE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP SIDEWALL DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
DETAILS (CONTINUED)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-104
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
BUILDING 127 ROOF REPLACEMENT
NOTE: * DENOTES COLOR SIDE
ATA-SHIELD
VALLEY PAN
#10 X 1" WAFER HEAD FASTENER
JOGGLE CLEAT
BUTYL SEALANT TAPE
CASTLETOP PANEL
ATA-GUARD
1/2" PLYWOOD (MIN.)
HCA800 - VALLEY PAN
1/2" O.H.
7 1/2"
SPECIFY
1/2" O.H.
7 1/2" 90°
HEADWALL TRIM - WITH DRIP
COR-A-VENT
EXPANDABLE SEALANT TAPE
CASTLETOP PANEL
NOTE: * DENOTES COLOR SIDE
PLYWOOD SUBSTRATE
HEADWALL TRIM - WITH DRIP
3 1/2"
8"
1"
1/2" C.H.
SPECIFY
APPROPRIATE FASTENER
ATA-GUARD
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
APPROPRIATE SEALANT
COUNTERFLASHING
COUNTERFLASHING
1/2"
3/8"
2 1/2"
3/4"*
#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER
WITH WASHER
NOTE: * DENOTES COLOR SIDE
ROLLED RIDGE CAP - WITH DRIP
ROLLED RIDGE CAP - WITH DRIP
COR-A-VENT
#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
EXPANDABLE SEALANT TAPE
CASTLETOP PANEL
1/2" C.H.
1"
5 1/4"
1/2" C.H.
1"
5 1/4"
2 3/4"
SPECIFY
ATA-GUARD
1/2" PLYWOOD (MIN.)
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
SHED RIDGE TRIM - WITH DRIP
#14 X 3 1/2" PAINTED HEX WASHER HEAD FASTENER WITH WASHER
EXPANDABLE SEALANT TAPE
COR-A-VENT
CASTLETOP PANEL
SHED RIDGE TRIM - WITH DRIP
5"
6 3/4"
1"
1/2" C.H.
13/16" X 1/2" HEM
NOTE: * DENOTES COLOR SIDE
*ATA-GUARD
1/2" PLYWOOD (MIN.)
9 X 1 1/2" HWH STAINLESS STEEL FASTENER
D P
W
FO
R T
B
LI
SS
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP VENTED HEADWALL DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP VALLEY DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP VENTED RIDGE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
CASTLETOP VENTED SHED RIDGE DETAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
DETAILS (CONTINUED)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A-105
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
W
FO
R T
B
LI
SS
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
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
SPEC. #
AutoCAD SHX Text W.O. #
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
AutoCAD SHX Text
PROJECT INFORMATION SIGNAGE DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text G-100
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05/15/2025
AutoCAD SHX Text
FE-10103-5J
AutoCAD SHX Text E.T.
AutoCAD SHX Text M.A.A.
AutoCAD SHX Text E.T.
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"
AutoCAD SHX Text 21"
AutoCAD SHX Text 3"
AutoCAD SHX Text 42"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1.5"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1.5"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text 0.625"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text 7.875"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text 0.625"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text 0.625"
AutoCAD SHX Text 1.25"
AutoCAD SHX Text NOTES: 1. THE SIGNS ARE TO BE ERECTED AT A LOCATION THE SIGNS ARE TO BE ERECTED AT A LOCATION DESIGNATED BY THE COR AND SHALL CONFORM TO THE SIZE, FORMAT, AND TYPOGRAPHIC STANDARDS. 2. THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH DENSITY OVERLAY PLYWOOD. 3. SIGN GRAPHICS TO BE PREPARED ON A WHITE SIGN GRAPHICS TO BE PREPARED ON A WHITE NON-REFLECTIVE VINYL FILM WITH POSITIONABLE ADHESIVE BACKING. 4. DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE FRONT FACE OF THE SIGN PANEL. FLANGE OF T-NUT TO BE BLUSH WITH SIGN FACE. 5. SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED DOUGLAS FIR OR SOUTHERN YELLOW PINE. NO. 1 OR BETTER. DRILL SIX (6) .375" MOUNTING HOLES IN UPRIGHTS TO ALIGN WITH T-NUTS IN SIGN PANEL.COUNTERSINK (.5") BACK OF HOLE TO ACCEPT SOCKET HEAD CAP SCREW (4" X .375") 6. MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND GROUND SHALL BE 4'.
AutoCAD SHX Text
PROJECT INFORMATION SIGNAGE DETAIL
AutoCAD SHX Text
NOT TO SCALE
| Sheets and Views |
| Bldg 127 - Roofing - 05132025-CVRSHT |
| Bldg 127 - Roofing - 05132025-A-100-SITE |
| Bldg 127 - Roofing - 05132025-A-101-DEMO |
| Bldg 127 - Roofing - 05132025-A-102-NEW |
| Bldg 127 - Roofing - 05132025-A-103-DETAILS |
| Bldg 127 - Roofing - 05132025-A-104-DETAILS |
| Bldg 127 - Roofing - 05132025-A-105-DETAILS |
| Bldg 127 - Roofing - 05132025-G-100-PR-INFO |
File details come from the government source that posted it. Updated .