B118 Drawings.pdf

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 118 ROOF REPLACEMENT

AutoCAD SHX Text

PROJECT LOCATION MAP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT LOCATIONS

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text C.R.

AutoCAD SHX Text

BUILDING 118 ROOF REPLACEMENT

AutoCAD SHX Text

CASSIDY RD.

AutoCAD SHX Text

SHERIDAN RD.

AutoCAD SHX Text

BUFORD RD.

AutoCAD SHX Text

PERSHING RD.

AutoCAD SHX Text

CHAFFEE RD.

AutoCAD SHX Text

SLATER RD.

AutoCAD SHX Text

BLDG. 118

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

AutoCAD SHX Text

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

BLDG. 118

AutoCAD SHX Text

PERSHING RD.

AutoCAD SHX Text

GENERAL NOTES (EXISTING CONDITIONS)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

1. BUILDING 762 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 762 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COODINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ON SITE AT ALL TIMES AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 4. CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, DRAWINGS AND CONTRACT TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD IMMEDIATELY VIA RFI, TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 8. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT EQUIPMENT, ETC. THIS INCLUDES INVENTORY OF ALL ITEMS ON SITE AND THEIR CONDITION. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 9. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COOLING/HEATING UNITS IF NECESSARY, DURING PERIODS AC AND HEATER ARE DOWN. 10. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 11. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 12. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 13. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 14. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 15. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL. 16. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 17. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 18. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 19. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 20. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 21. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES.

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

LAY-DOWN AREA

AutoCAD SHX Text

CONSTRUCTION LIMITS

AutoCAD SHX Text

CASSIDY RD.

AutoCAD SHX Text

DONIPHAN RD.

AutoCAD SHX Text

BUILDING 118 ROOF REPLACEMENT

1609107436.civ Text Box

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

DEMOLITION WORK PLAN - B118

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

AutoCAD SHX Text

AutoCAD SHX Text

DEMOLITION WORK PLAN - B118

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

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 ALL DIMENSIONS, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THE DEMOLITION PLAN INDICATES THE GENERAL THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS ENCOUNTERED IN THESE GENERAL DEMOLITION AREAS, WHICH WILL INTERFERE WITH THE NEW CONSTRUCTION SHALL ALSO BE REMOVED AT NOT ADDITIONAL COST. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 7. CONTRACTOR SHALL ENSURE SAFE ACCESS TO CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 8. CONTRACTOR SHALL PROTECT ALL GOVERNMENT CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS, AND FINISHES THAT ARE TO REMAIN AND WITHOUT UNNECESSARY DAMAGE. ITEMS AND MATERIAL TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DPW REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 10. THE CONTRACTOR SHALL OVERSEE CLEANING AND THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL WORK SHALL COMPLY WITH THE ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 12. THE GOVERNMENT RESERVES THE FIRST RIGHT OF THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR ALL DEMOLITION ITEMS. THOSE DEMOLITION ITEMS THE GOVERNMENT DOES NOT WISH TO KEEP SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL. 13. ANY ITEMS SCHEDULED FOR DEMOLITION ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO DEMOLITION. 14. CONTRACTOR TO VALIDATE/VERIFY LEAD OR CONTRACTOR TO VALIDATE/VERIFY LEAD OR ASBESTOS MATERIAL TO BE REMOVED/ABATED. CONTRACTOR SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS APPLICABLE TO LEAD AND ASBESTOS ABATEMENT AS INDICATED IN SURVEYS AND TESTED. 15. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED DUE TO CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 16. NOT USED NOT USED 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 18. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 19. SECURE AND SAFEGUARD EXISTING AND\OR NEW SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 20. ANY ABANDONED PENETRATIONS SHALL BE ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF SYSTEM. SECURE ALL SLEEVES AND PIPES BEFORE ROOF MATERIAL IS REMOVED.

AutoCAD SHX Text 21.CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 22.ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE AND INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 23.CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 24.THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text

DEMOLITION GENERAL NOTES

AutoCAD SHX Text

DEMOLITION GENERAL NOTES

AutoCAD SHX Text

(CONTINUED)

AutoCAD SHX Text

DEMOLITION KEY NOTES

AutoCAD SHX Text

EXISTING ROOF SYSTEM

AutoCAD SHX Text

EXISTING CHIMNEY

AutoCAD SHX Text

EXISTING EXHAUST FANS

AutoCAD SHX Text

EXISTING PIPE PENETRATIONS

AutoCAD SHX Text

EXISTING ANTENNA

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

BUILDING 118 ROOF REPLACEMENT

AutoCAD SHX Text 120'

AutoCAD SHX Text 50'-10"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text NOTE: CONTRACTOR TO PRACTICE CAUTION WHEN REPAIRING THE ROOF AT BUILDING 118. RIO GRANDE ELECTRIC CO-OP., INC (RGEC) HAS 71-FEET OF #2 TRIPLEX SERVICE WIRE ABOVE THE BUILDING. CONTRACTOR SHALL REMAIN 10 FEET AWAY FROM SERVICE WIRE PER RGEC.

AutoCAD SHX Text 1 REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM DOWN TO THE WOOD DECK. CLEAN AND PREPARE SURFACE. CONTRACTOR TO FIELD VERIFY EXISTING DRIP EDGE DIMENSION, NEW DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE. SECURE VENTS AND OTHER ROOF PROJECTIONS, AND DRIVE PROJECTING NAILS FIRMLY HOME. CONTRACTOR TO ASSUME 700 SF OF WOOD DECK REPLACEMENT, SEE DEMOLITION GENERAL NOTE #14. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. 2 EXISTING HISTORIC RIDGE VENTS TO REMAIN, EXISTING HISTORIC RIDGE VENTS TO REMAIN, PROTECT DURING CONSTRUCTION. 3 REMOVE AND REPLACE ALL ROOF VENT AND FLUE REMOVE AND REPLACE ALL ROOF VENT AND FLUE FLASHING, PREPARE FOR NEW FLASHING AND SECURE ALL EXISTING ROOF MOUNTED EQUIPMENT THAT IS TO REMAIN. 4 REMOVE EXISTING FLASHING AT EXISTING PIPE REMOVE EXISTING FLASHING AT EXISTING PIPE PENETRATION AND PREPARE FOR NEW FLASHING, TYPICAL. 5 REMOVE EXISTING METAL EDGE FLASHING AND DRIP REMOVE EXISTING METAL EDGE FLASHING AND DRIP EDGE DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS. 6 REMOVE EXISTING GUTTERS ON EAST SIDE OF REMOVE EXISTING GUTTERS ON EAST SIDE OF BUILDING AND PREPARE FOR NEW GUTTERS. 7 REMOVE EXISTING DOWNSPOUTS ON EAST SIDE OF REMOVE EXISTING DOWNSPOUTS ON EAST SIDE OF BUILDING AND PREPARE FOR NEW DOWNSPOUTS. 8 EXISTING WOOD (DOUBLE) FASCIA AT BUILDING EXISTING WOOD (DOUBLE) FASCIA AT BUILDING PERIMETER SHALL REMAIN IN PLACE. ONLY COMPONENTS THAT ARE TOO DAMAGED TO REPAIR ARE TO BE REPLACED, CONTRACTOR TO ASSUME 30 PERCENT OF EACH MATERIAL LISTED TO BE REPLACED. SCRAP, PRIME EXISTING FASCIA. TO PROPERLY PREPARE EXTERIOR WOOD FOR PAINTING, THOROUGHLY CLEAN THE SURFACE, SCRAPE OFF LOOSE PAINT, ADDRESS ANY DAMAGE (ROT, CRACKS), SAND FOR A SMOOTH FINISH, FILL ANY GAPS OR HOLES, AND PRIME THE WOOD. 9 EXISTING PERIMETER BEADBOARD SOFFITS AND EXISTING PERIMETER BEADBOARD SOFFITS AND WOOD CROWN MOLDING AT SOFFIT/BUILDING INTERSECTION SHALL REMAIN IN PLACE. ONLY COMPONENTS THAT ARE TOO DAMAGED TO REPAIR ARE TO BE REPLACED, CONTRACTOR TO ASSUME 30 PERCENT OF EACH MATERIAL LISTED TO BE REPLACED. SCRAP, PRIME EXISTING SOFFIT AND CROWN MOLDING. TO PROPERLY PREPARE EXTERIOR WOOD FOR PAINTING, THOROUGHLY CLEAN THE SURFACE, SCRAPE OFF LOOSE PAINT, ADDRESS ANY DAMAGE (ROT, CRACKS), SAND FOR A SMOOTH FINISH, FILL ANY GAPS OR HOLES, AND PRIME THE WOOD. 10 PROVIDE A SISTER RAFTER AT ANY RAFTERS THAT PROVIDE A SISTER RAFTER AT ANY RAFTERS THAT ARE EXPOSED DURING ANY SOFFIT REPLACEMENT. SISTER RAFTER SHALL BE EQUAL IN DIMENSION TO EXISTING RAFTERS. 11 REMOVE EXISTING FLASHING AT CHIMNEY. REMOVE EXISTING FLASHING AT CHIMNEY. 12 REMOVE ALL EXISTING ABONDONED ELECTRICAL REMOVE ALL EXISTING ABONDONED ELECTRICAL CONDUIT AND WIRING AT EXTERIOR OF BUILDING. 13 PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECTION DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR TO TEST LIGHTNING PROTECTION AND ANTENNAE TO ENSURE THAT EQUIPMENT IS WORKING PROPERLY. ANY LIGHTING PROTECTION THAT IS REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED BY A UL CERTIFIED LIGHTNING PROTECTION PROFESSIONAL (JOURNEYMAN).

1609107436.civ Rectangle

1609107436.civ

15.

W

FO

R T

B

LI

SS

N

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 - B118

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

AutoCAD SHX Text

AutoCAD SHX Text

NEW WORK PLAN - B118

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

AutoCAD SHX Text

EXISTING CHIMNEY

AutoCAD SHX Text

EXISTING EXHAUST FANS

AutoCAD SHX Text

EXISTING PIPE PENETRATIONS

AutoCAD SHX Text

EXISTING ANTENNA

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

NEW WORK GENERAL NOTES

AutoCAD SHX Text

NEW WORK KEY NOTES

AutoCAD SHX Text

NEW METAL SHINGLE ROOF SYSTEM

AutoCAD SHX Text

NEW FALL PROTECTION ROOF ANCHOR

AutoCAD SHX Text

BUILDING 118 ROOF REPLACEMENT

AutoCAD SHX Text NOTE: CONTRACTOR TO PRACTICE CAUTION WHEN REPAIRING THE ROOF AT BUILDING 118. RIO GRANDE ELECTRIC CO-OP., INC (RGEC) HAS 71-FEET OF #2 TRIPLEX SERVICE WIRE ABOVE THE BUILDING. CONTRACTOR SHALL REMAIN 10 FEET AWAY FROM SERVICE WIRE PER RGEC.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1 NEW DIAMOND-SHAPED, FLAT METAL SHINGLE, WITH NEW DIAMOND-SHAPED, FLAT METAL SHINGLE, WITH HIDDEN FASTENERS AS MANUFACTURED BY ATAS INTERNATIONAL, INC. "CASTLE TOP HCT160" .032 .032 ALUMINUM SHINGLES WITH EMBOSSED TEXTURE AND KYNAR 500 FINISH INCLUDING HIP AND RIDGE SHINGLES, OR APPROVED EQUAL. SELF-ADHERING, HIGH-TEMPERATURE SHEET UNDERLAYMENT: 45 MIL HOMOGENEOUS RUBBERIZED ASPHALT WATERPROOFING COMPOUND, GLASS FIBER REINFORCED DESIGNED SPECIFICALLY FOR USE UNDER SHEET METAL ROOFING. 2 PAINT RIDGE VENTS WITH ZINC PAINT TO MATCH PAINT RIDGE VENTS WITH ZINC PAINT TO MATCH EXISTING COLOR, TWO COATS. 3 PROVIDE NEW MANUFACTURED, COMMERCIAL GRADE, PROVIDE NEW MANUFACTURED, COMMERCIAL GRADE, PREFINISHED ALL METAL PIPE BOOT FLASHING AT ALL PIPE PENETRATIONS. PROVIDE CONTINUOUS NS SEALANT AT ALL JOINTS. 4 NEW ROOF VENT FLASHING AND NS SEALANT AT ALL NEW ROOF VENT FLASHING AND NS SEALANT AT ALL VENT PENETRATIONS. 5 NEW 26 GAUGE, PREFINISHED GALVANIZED STEEL EDGE NEW 26 GAUGE, PREFINISHED GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS. 6 PROVIDE ALL NEW 24-GAUGE STEEL GUTTERS WITH PROVIDE ALL NEW 24-GAUGE STEEL GUTTERS WITH FACTORY APPLIED KYNAR FINISH COMPLETE WITH MITERED CORNERS, END CAPS, OUTLETS, BRACKETS, AND OTHER ACCESSORIES NECESSARY FOR INSTALLATION. FABRICATE GUTTERS IN SECTIONS NOT LESS THAN EIGHT FEET AND PROVIDE EXPANSION-TYPE SLIP JOINTS MIDWAY BETWEEN OUTLETS. PROVIDE WITH CONCEALED SPLICE PLATE SIX INCHES MINIMUM. JOIN THE GUTTERS BY RIVETED OR SOLDERED JOINTS. NEW GUTTER SUPPORT BRACKETS SHALL BE MINIMUM 1/4-INCH-THICK X 1-INCH-WIDE GALVANIZED STEEL AND POWDER COATED TO MATCH COLOR OF GUTTER. 7 PROVIDE NEW 24-GAUGE GALVANIZED DOWNSPOUTS PROVIDE NEW 24-GAUGE GALVANIZED DOWNSPOUTS WITH FACTORY APPLIED KYNAR FINISH. A MINIMUM OF FOUR NEW DOWNSPOUTS SHALL BE INSTALLED. PROVIDE COMPLETE WITH ELBOWS AND OFFSETS. PROVIDE DOWNSPOUTS IN APPROXIMATELY TEN-FOOT LENGTHS. KEEP DOWNSPOUTS NOT LESS THAN ONE INCH AWAY FROM WALLS. FORM STRAPS OF METAL COMPATIBLE WITH THE DOWNSPOUTS. ORIGINAL ANCHOR POINTS FOR STRAPS ON BUILDING SHOULD BE REUSED FOR INSTALLATION OF NEW DOWNSPOUTS WHEN POSSIBLE. PROVIDE NEW PRECAST 30"L X 10"W X 3"H CONCRETE SPLASHBLOCKS AT EACH DOWNSPOUT. 8 PRIME AND PAINT (TWO COATS) EXISTING AND ANY NEW PRIME AND PAINT (TWO COATS) EXISTING AND ANY NEW WOOD FASCIA BOARD AT PERIMETER OF BUILDING. PROVIDE NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER. PAINT AND PREPARE FASCIA BOARD, COLOR TO BE SUBMITTED AND APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. NEW METAL DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE TO BE APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO FABRICATION. 9 PRIME AND PAINT (TWO COATS) EXISTING SOFFIT BOARD PRIME AND PAINT (TWO COATS) EXISTING SOFFIT BOARD AND ANY NEW REPLACMENT SOFFIT BOARD AT PERIMETER OF BUILDING INCLUDING CONTINUOUS BLOCKING. CONTRACTOR TO FIELD VERIFY AND VALIDATE WITH COR. COLOR TO BE SUBMITTED AND APPROVED BY THE CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. 10 NEW STEPPED FLASHING SHALL BE INSTALLED AT NEW STEPPED FLASHING SHALL BE INSTALLED AT CHIMNEY. PROVIDE 26-GAUGE, PREFINISHED GALVANIZED STEEL FLASHING INSTALLED WITH EACH COURSE OF SHINGLES. UPPER EDGE OF EACH FLASHING PIECE EXTENDS 2" ABOVE EACH COURSE OF SHINGLES. THE LOWER EDGE IS HELD 1/2" ABOVE THE BUTTS OF THE SUCCEEDING COURSE. BASE FLASHING SHALL EXTEND A MINIMUM OF 4" UP THE CHIMNEY AND ONTO THE ROOF. THE ONE-PIECE CAP FLASHING/COUNTERFLASHING IS INSERTED AT LEAST TWO INCHES INTO BRICK MORTAR AND FILLED WITH NS SEALANT. THE LENGTH OF EACH PIECE OF CAP FLASHING VARIES WITH THE PITCH OF THE ROOF; NO STEP SHOULD BE MORE THAN 3 BRICKS HIGH. THE WIDTH ALSO VARIES BUT SHOULD ALWAYS BE WIDE ENOUGH TO COVER 4" OF THE BASE FLASHING. 11 PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS WITH BIRD SCREEN. 12 REPOINT ALL MASONRY CHIMNEYS, USE 'O' TYPE REPOINT ALL MASONRY CHIMNEYS, USE 'O' TYPE MORTAR. NEWLY POINTED MORTAR SHALL MATCH ADJACENT, CLEAN HISTORIC MORTAR IN COLOR, TEXTURE, AGGREGATE, HARDNESS, PROFILE AND WORKMANSHIP. CONTRACTOR TO PROVIDE MOCKUP FOR REVIEW WITH COR AND CULTURAL RESOURCE MANAGER. 13 REPAIR EXISTING SANDSTONE CHIMNEY CAPS WITH REPAIR EXISTING SANDSTONE CHIMNEY CAPS WITH TWO-PART CONCRETE EPOXY. 14 PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS PROVIDE AND INSTALL STAINLESS STEEL CHIMNEY CAPS WITH BIRD SCREEN. 15 NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17 AND SOW. 16 PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECTION DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR TO TEST LIGHTNING PROTECTION AND ANTENNAE TO ENSURE THAT EQUIPMENT IS WORKING PROPERLY. ANY LIGHTING PROTECTION THAT IS REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED BY A UL CERTIFIED LIGHTNING PROTECTION PROFESSIONAL (JOURNEYMAN).

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 EXISTING CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 7. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 8. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. PROVIDE NEW ASPHALT SHINGLE ROOF SYSTEM, PROVIDE NEW ASPHALT SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TP0) ROOF SYSTEM OR APPROVED EQUAL. 60 MIL, ADHERED, WITH 2" INCH INSULATION. THE INSTALLATION OF TAPERED INSULATION, AS SHED RAINWATER, THE FALL SHOULD BE PREFERABLE 1:40 WITH THE MINIMUM 270 MM THICK. USE THE FOUR-WAY INSULATION METHOD TO DRAIN THE ROOF. 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 700 SF OF ROOF DECK AREA TO BE REPLACED DUE TO CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 15. NOT USED NOT USED 16. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. 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.

1609107436.civ

NOT USED.

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

BUILDING 118 ROOF REPLACEMENT

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

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 05/21/2025

AutoCAD SHX Text

FE-10129-5J

AutoCAD SHX Text C.R.

AutoCAD SHX Text M.A.A.

AutoCAD SHX Text C.R.

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