Building FC520-FC525-FC573-FC574 Roof Repairs SOW.pdf

”””””LOCATIONMAPRAKE DETAILNTSPIPE BOOT THROUGH PANEL SEAMNTSRAKE W/ VERTICAL PANEL DETAILNTSPIPE BOOT THROUGH PANEL DETAILNTSVALLEY DETAILNTSFIXED RIDGE/HIP DETAILNTSEAVE W/ GUTTER DETAILNTSEXPANSION JOINT DETAILNTSFIXED VENTED RIDGE/HIP DETAILNTSHEAD TRIMOFF-SET CLEATMETAL HEADCLOSURENEOPRENE BLOCKSVENT FLASHINGRAIN DIVERTER.ADHERE WITH SEALANT.UPPER PANELSREMOVE SEAM EDGE TOBOTTOM OF UPPERPANELS.VALLEY PANFORM MIMICK PANEL LEG.TAPER TO ALLOW TOPTO FIT UNDER PANELSAND BOTTOM TO FITOVER VALLEY PAN.BEND TAB OVER INSERTFLASHINGHEM BOTTOM TOENGAGE OFF-SET CLEATINSERT FLASHINGFINISH SIDE OUT.FORMED METALHEAD CLOSURE.WATERPROOF RIVETS,SET IN SEALANT1/16"x1" BUTYL TAPEREMOVE SEAM EDGE TOBOTTOM OF VALLEY PANFORM MIMICK PANEL LEG.TAPER TO ALLOW TOP TO FITUNDER PANELS AND BOTTOM TOFIT OVER VALLEY PAN.JAMB PANHEM BOTTOM TOENGAGE OFF-SET CLEAT.REMOVE PANEL SEAM EDGE TOBOTTOM OF JAMB PAN.ERECTOR NOTE:DRY IN SUBSTRATE WITH ICE AND WATER SHIELDPRIOR TO INSTALLING PANELS. BEGININSTALLATION AT EAVE, WORKING UP ROOFSLOPE KEEPING IN MIND TO ALWAYS ALLOWWATER TO SHED PROPERLY. ALL EXPOSEDSCREW-TYPE FASTENERS SHALL HAVE NEOPRENEWASHERS. ALL RIVETS SHALL BE WATERPROOF.SEE PAGE CURB-2.4 FORVALLEY PAN TO JAMBPAN LAP DETAILS.VALLEY CLOSURESEE PAGE CURB-2.5FOR JAMB PAN TOROOF PANEL DETAILS.CURB DETAILNTS9'-4"9'-4"9'-4"125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125MECH 1MECH 5MECH 351251224'-8"11'-0"24'-8"60'-4"11'-4"308'-4"24'-8"11'-0"24'-8"60'-4"11'-4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:12BLDG. FC525 - EAST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC525 - WEST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC525 - ROOF PLAN - EXISTING CONDITIONS NTSBLDG. FC525 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS NTS12222EXISTING CONDITIONS:22229'-4"9'-4"9'-4"125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125MECH 1MECH 5MECH 351251224'-8"11'-0"24'-8"60'-4"11'-4"308'-4"24'-8"11'-0"24'-8"60'-4"11'-4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:12BLDG. FC530 - NORTH ELEVATION - EXISTING CONDITIONS NTSBLDG. FC530 - SOUTH ELEVATION - EXISTING CONDITIONS NTSBLDG. FC530 - ROOF PLAN - EXISTING CONDITIONS NTSBLDG. FC530 - EAST/WEST ELEVATION - EXISTING CONDITIONS NTS1222222EXISTING CONDITIONS:22222229'-4"9'-4"9'-4"125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125MECH 1MECH 5MECH 351251224'-8"11'-0"24'-8"60'-4"11'-4"308'-4"24'-8"11'-0"24'-8"60'-4"11'-4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:12BLDG. FC574 - EAST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC574 - WEST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC574 - ROOF PLAN - EXISTING CONDITIONS NTSBLDG. FC574 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS NTS12222222EXISTING CONDITIONS:22529'-4"9'-4"9'-4"125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125MECH 1MECH 5MECH 351251224'-8"11'-0"24'-8"60'-4"11'-4"308'-4"24'-8"11'-0"24'-8"60'-4"11'-4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:124BLDG. FC573 - EAST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC573 - WEST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC573 - ROOF PLAN - EXISTING CONDITIONS NTSBLDG. FC573 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS NTS41444422222222EXISTING CONDITIONS:5555529'-4"9'-4"9'-4"125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125125ASPHALT SHINGLE ROOFTYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN125MECH 1MECH 5MECH 351251224'-8"11'-0"24'-8"60'-4"11'-4"308'-4"24'-8"11'-0"24'-8"60'-4"11'-4"5:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:125:12BLDG. FC520 - WEST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC520 - EAST ELEVATION - EXISTING CONDITIONS NTSBLDG. FC520 - ROOF PLAN - EXISTING CONDITIONS NTSBLDG. FC520 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS NTS1222222EXISTING CONDITIONS:2222244444433333GENERAL REQUIREMENTS:GENERAL REQUIREMENTS:GENERAL REQUIREMENTS:GENERAL REQUIREMENTS:GENERAL REQUIREMENTS:

MARINE CORPS BASE, CAMP LEJEUNE, N.C.

ROOF REPAIRS -

FC520, FC525, FC573, FC574

AREA MAP

VICINTY MAP

LOCATION

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DRAWING INDEX

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NOTES AND SPECIFICATIONS

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FC520 DETAILS

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AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

AutoCAD SHX Text ROUGH CARPENTRY: 1. ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA); THE ENGINEERED WOOD ASSOCIATION (APA); INTERNATIONAL CODE COUNCIL (ICC); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); AND AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). 2. ROOF SHEATHING REPAIR: PLYWOOD TO MATCH EXISTING THICKNESS AND WIDTH. ROOF SHEATHING REPAIR: PLYWOOD TO MATCH EXISTING THICKNESS AND WIDTH. 3. ROOF SHEATHING SUBSTRATE: 1/2" C-D GRADE, EXPOSURE 1, WITH IDENTIFICATION INDEX OF NOT ROOF SHEATHING SUBSTRATE: 1/2" C-D GRADE, EXPOSURE 1, WITH IDENTIFICATION INDEX OF NOT LESS THAN 24/0. PROVIDE EXTERIOR GRADE MATERIAL WITH PHENOL RESIN FOR ALL APPLICATIONS OVER EXISTING SUBSTRATE. FASTEN WITH SCREWS LONG ENOUGH TO EMBED MINIMUM OF 2" TO THE STRUCTURAL ROOF MEMBERS. SPACE FASTENERS TO MEET WIND UPLIFT CODE REQUIREMENTS. CONTRACTOR MAY USE NAILS PROVIDED THAT STRUCTURAL CALCULATIONS ARE PROVIDED TO DEMONSTRATE COMPLIANCE WITH WIND UPLIFT REQUIREMENTS. 4. TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA BOOK. USE CATEGORY SYSTEM STANDARDS U1 AND T1. 5. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY CARCINOGENIC TO HUMANS (COMPOUNDS IN GROUPS 1, 2A, OR 2B) BY THE INTERNATIONAL AGENCY FOR RESEARCH ON CANCER (IARC), LYON, FRANCE. 6. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS HAZARDOUS WASTE. SUBMIT CERTIFICATION FROM TREATING PLANT STATING CHEMICALS AND PROCESS USED AND NET AMOUNT OF PRESERVATIVES RETAINED ARE IN CONFORMANCE WITH SPECIFIED STANDARDS. 7. FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). 8. FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). 9. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. 10. SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE PRESSURE TREATMENT SHALL HAVE A MINIMUM MOISTURE CONTENT OF 19 PERCENT AFTER PRESSURE TREATMENT AND SHALL BE PRESSURE TREATED USING AMMONIACAL COPPER QUATERNARY COMPOUND (ACQ). PRESERVATIVE SHALL PENETRATE A MINIMUM OF 3/8-INCH (9.5 MM) DEEP INTO WOOD. 11. FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.

AutoCAD SHX Text GENERAL NOTES/ENVIRONMENTAL NOTES: 1. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. 2. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. NUMBER OF ITEMS AND LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR MUST VERIFY ALL CONDITIONS AND INCLUDE IN SCOPE OF WORK ACCORDINGLY. 3. CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING CONSTRUCTION CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING CONSTRUCTION PRESENT. 4. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 5. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 6. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. 7. CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF EACH DAY. 8. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. 9. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. 10. METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. THE CONTRACTOR METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF EXISTING COMPONENTS DOES NOT AFFECT ADJACENT OCCUPIED AREAS. 11. THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. 12. THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT INDIVIDUALLY NOTED. 13. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 15. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS. 16. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SO0N AS PRACTICABLE. 17. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCE AND STATUTES. 18. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. 19. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. 20. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. 21. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 22. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EMD AT IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EMD AT (910) 451-9017 FOR INSTRUCTIONS. 23. CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.

AutoCAD SHX Text GENERAL NOTES - ROOFING: 1. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 2. UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN PLACE SUBSEQUENT TO NEW ROOF INSTALLATION. REMOVE AND REPLACE ALL EXISTING FLASHING ELEMENTS AT ALL PENETRATIONS PRIOR TO NEW ROOFING SYSTEM INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION PHASING. COORDINATE ALL SHUTDOWNS AND/OR MODIFICATIONS OF EXISTING SYSTEMS WITH THE CONSTRUCTION MANAGER. 4. THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND RE-ENERGIZE ALL AFFECTED EQUIPMENT AND ELECTRICAL DEVICES AS NECESSARY TO RETURN THEM TO WORKING CONDITIONS. 5. FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 5% OF THE FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 5% OF THE EXISTING PLYWOOD WOOD DECK SUBSTRATE. THE NEW SUBSTRATE MUST MATCH EXISTING CONDITIONS (WOOD TYPE, WIDTH AND THICKNESS) AND MAINTAIN A SMOOTH AND EVEN TRANSITION. 6. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDINGS. 7. THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS AND BUILDING THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS AND BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT. THE HOURS OF OPERATION ARE 0730-1530. DELIVERY OF ACCEPTABLE MATERIALS (LEAD AND ASBESTOS) SHALL BE BY APPOINTMENT ONLY. APPOINTMENTS MADE BY PHONE AT 910-451-5011 OR 910-451-2946. 8. NON-CONTAMINATED MATERIALS: ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES NON-CONTAMINATED MATERIALS: ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTORS UTILIZING THE BASE SCALES WILL REQUIRE CONTRACTING OFFICER ASSISTED PRE-REGISTRATION WITH THE LANDFILL MANAGER. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACARD AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACT INFORMATION TO THE LANDFILL CLERK, INCLUDING THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME/DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY OF THE ABOVE MATERIALS WILL BE DELIVERED TO THE LANDFILL. HAULING AND OFF-BASE LANDFILL COSTS SHALL BE INCLUDED IN THE CONTRACT.

AutoCAD SHX Text SUBMITTALS: 1. MATERIAL SELECTION AND COLORS FOR STANDING SEAM METAL MATERIAL SELECTION AND COLORS FOR STANDING SEAM METAL ROOF SYSTEM, UNDERLAYMENT, EDGE METAL, FASCIA, GUTTERS/DOWNSPOUTS, AND LOUVERS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 2. REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.

AutoCAD SHX Text MISCELLANEOUS INFORMATION: 1. FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FOR THE ROICC'S OFFICE. THE CONTRACTOR SHALL NOT CONTACT THE FACILITY REPRESENTATIVE DIRECTLY UNDER ANY CIRCUMSTANCES. ALL COORDINATION SHALL BE DONE WITH THE CONSTRUCTION MANAGER ONLY. 2. THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS UNLESS COORDINATED WITH AND AGREED WITH THE FACILITY MANAGER. 3. IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE CONTRACTOR SHALL REQUEST PERMISSION TO SCHEDULE ANY SHUTDOWN TEN (10) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. COORDINATE WITH THE CONSTRUCTION MANAGER. 4. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED.

AutoCAD SHX Text HAZARDOUS MATERIALS: 1. CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, 910-451-7018. 2. THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS AFFECTED BY THIS PROJECT. IF ASBESTOS MATERIALS ARE FOUND THE CONTRACTOR MUST ABATE ALL SUCH MATERIALS. 3. FASCIA CONTAINS LEAD BASED PAINT. FASCIA CONTAINS LEAD BASED PAINT.

AutoCAD SHX Text SIDING AND SOFFIT MATERIALS: 1. POLYVINYL CHLORIDE. POLYVINYL CHLORIDE. 2. IMPACT STRENGTH: AT 74°F 2.12 FT. LB./IN. OF NOTCH (ASTM D256). IMPACT STRENGTH: AT 74°F 2.12 FT. LB./IN. OF NOTCH (ASTM D256). 3. IMPACT STRENGTH: AT 32°F 1.80 FT. LB./IN. OF NOTCH (ASTM D256). IMPACT STRENGTH: AT 32°F 1.80 FT. LB./IN. OF NOTCH (ASTM D256). 4. TENSILE STRENGTH: 7331 PSI (ASTMD638). TENSILE STRENGTH: 7331 PSI (ASTMD638). 5. MODULUS OF ELASTICITY: 403308 PSI (ASTM D638). MODULUS OF ELASTICITY: 403308 PSI (ASTM D638). 6. COEFFICIENT OF LINEAR EXPANSION 3.17 X 10-5 IN./IN °F ASTM D696. COEFFICIENT OF LINEAR EXPANSION 3.17 X 10-5 IN./IN °F ASTM D696. 7. WARP: <1/8 IN. (ASTM D3679). WARP: <1/8 IN. (ASTM D3679). 8. HEAT SHRINKAGE: 0.00 (ASTM D3679). HEAT SHRINKAGE: 0.00 (ASTM D3679). 9. SURFACE DISTORTION: NO DISTORTION AT 120°F (ASTM D3679). SURFACE DISTORTION: NO DISTORTION AT 120°F (ASTM D3679). 10. AVERAGE TIME OF BURNING: <5 SEC. (ASTM D635). AVERAGE TIME OF BURNING: <5 SEC. (ASTM D635). 11. AVERAGE EXTENT OF BURNING: 9.4 MM (ASTM D635). AVERAGE EXTENT OF BURNING: 9.4 MM (ASTM D635). 12. FLAME SPREAD: 15 (ASTM E84). FLAME SPREAD: 15 (ASTM E84). 13. SMOKE DENSITY: 460 (ASTM E84). SMOKE DENSITY: 460 (ASTM E84). 14. IGNITION PROPERTIES: SELF IGNITION DID NOT OCCUR. AT 797°F SAMPLE BEGAN TO IGNITION PROPERTIES: SELF IGNITION DID NOT OCCUR. AT 797°F SAMPLE BEGAN TO SMOLDER AND CONTINUED UNTIL CONSUMED (ASTM D1929). 15. RADIANT PANEL TEST: PRODUCTS MET THE CONDITIONS FOR ALLOWABLE USE AS SPECIFIED IN SECTION 1406 OF THE INTERNATIONAL BUILDING CODE. (NFPA 268). 15. FOAM BACKED SIDING: POLYSTYRENE DENSITY 1.0 LB./CU.FT. (ASTM C303); SYSTEM FOAM BACKED SIDING: POLYSTYRENE DENSITY 1.0 LB./CU.FT. (ASTM C303); SYSTEM R-VALUE MIN. 1.5 (ASTM C1363); WATER PERMEABILITY NOT LESS THAN 5.0 PERM/INCH MAXIMUM (ASTM E 96); WATER ABSORPTION FOR EXPANDABLE POLYSTYRENE <2.75% BY VOLUME (ASTM C272); AND IMPACT RESISTANCE 216 IN. LB. (ASTM D4226). 16. PROFILE; PANEL PROJECTION, LENGTH, AND EXPOSURE. PROFILE; PANEL PROJECTION, LENGTH, AND EXPOSURE. 17. SOUND PERFORMANCE: STC OF 16 AND AN OITC OF 12. SOUND PERFORMANCE: STC OF 16 AND AN OITC OF 12. 18. SEAM SYSTEM: INTERLOCKING. SEAM SYSTEM: INTERLOCKING. 19. WIND RESISTANCE UP TO 200 MPH. WIND RESISTANCE UP TO 200 MPH. 20. SOFFITS: VENTED. SOFFITS: VENTED. 21. SIDING AND SOFFITS ACCESSORIES DIMENSIONS AND TYPES (CORNER POSTS, SIDING AND SOFFITS ACCESSORIES DIMENSIONS AND TYPES (CORNER POSTS, J-CHANNELS, STARTER STRIP, MISCELLANEOUS TRIM PIECES, OPENING SILLS, HEADERS AND JAMBS, OUTSIDE AND INSIDE CORNERS, ETC.: STANDARD MANUFACTURER COMPATIBLE SYSTEMS. 22. SIDING, SOFFITS, AND ACCESSORIES FINISH: SMOOTH. SIDING, SOFFITS, AND ACCESSORIES FINISH: SMOOTH. 23. SIDING, SOFFITS, AND ACCESSORIES COLOR: AS SELECTED FORM MANUFACTURER SIDING, SOFFITS, AND ACCESSORIES COLOR: AS SELECTED FORM MANUFACTURER STANDARD COLOR WHEEL. 24. SEALANT: AS RECOMMENDED BY MANUFACTURER. SEALANT: AS RECOMMENDED BY MANUFACTURER.

AutoCAD SHX Text ALUMINUM FLASHING AND SHEET GOODS: 1. USE ONLY ALUMINUM MANUFACTURED FOR THE PURPOSE OF FLASHING. USE ONLY ALUMINUM MANUFACTURED FOR THE PURPOSE OF FLASHING. 2. ALL EXPOSED SHEET METAL GUTTERS, INCLUDING HANGERS; DOWNSPOUTS; GRAVEL STOPS ALL EXPOSED SHEET METAL GUTTERS, INCLUDING HANGERS; DOWNSPOUTS; GRAVEL STOPS AND FASCIAS; CAP, VALLEY, STEPPED, BASE, AND EAVE FLASHING, EXPANSION JOINTS, AND RELATED ACCESSORIES MUST BE OF THE SAME MATERIAL. 3. FURNISH SHEET METAL ITEMS IN 8 TO 10 FOOT LENGTHS. SINGLE PIECES LESS THAN 8 FURNISH SHEET METAL ITEMS IN 8 TO 10 FOOT LENGTHS. SINGLE PIECES LESS THAN 8 FEET LONG MAY BE USED TO CONNECT TO FACTORY-FABRICATED INSIDE AND OUTSIDE CORNERS, AND AT ENDS OF RUNS. FACTORY FABRICATE CORNER PIECES WITH MINIMUM 12 INCH LEGS. PROVIDE ALL ACCESSORIES AND OTHER ITEMS ESSENTIAL TO COMPLETE THE SHEET METAL INSTALLATION. PROVIDE ACCESSORIES MADE OF THE SAME OR COMPATIBLE MATERIALS AS THE ITEMS TO WHICH THEY ARE APPLIED. 4. ALUMINUM ALLOY SHEET AND PLATE: ASTMB209M ASTMB209 ANODIZED COLOR FORM ALLOY, ALUMINUM ALLOY SHEET AND PLATE: ASTMB209M ASTMB209 ANODIZED COLOR FORM ALLOY, AND TEMPER APPROPRIATE FOR USE. ALCLAD3003, ALCLAD3004, ALCLAD3005, CLAD ON BOTH SIDES. 5. EXPOSED EXTERIOR FINISH: BAKED-ON, FACTORY-APPLIED COLOR COATING OF EXPOSED EXTERIOR FINISH: BAKED-ON, FACTORY-APPLIED COLOR COATING OF POLYVINYLIDENE FLUORIDE (PVF2) OR OTHER EQUIVALENT FLUOROCARBON COATING APPLIED AFTER METAL SUBSTRATES HAVE BEEN CLEANED AND PRETREATED. PROVIDE FINISH COATING DRY-FILM THICKNESS OF 0.020 TO 0.033 MM 0.8 TO 1.3 MILS. COLOR AS SELECTED FROM STANDARD COLOR WHEEL. 6. ALUMINUM ALLOY, EXTRUDED BARS, RODS, SHAPES, AND TUBES: ASTMB221M ASTMB221. ALUMINUM ALLOY, EXTRUDED BARS, RODS, SHAPES, AND TUBES: ASTMB221M ASTMB221. 7. FASTENERS: USE THE SAME METAL OR A METAL COMPATIBLE WITH THE ITEM FASTENED. FASTENERS: USE THE SAME METAL OR A METAL COMPATIBLE WITH THE ITEM FASTENED. USE STAINLESS STEEL FASTENERS TO FASTEN DISSIMILAR MATERIALS (ASTMA480/A480M, TYPE 302 OR 304, 2D FINISH, FULLY ANNEALED) 8. MINIMUM THICKNESS OF 0.019” FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; MINIMUM THICKNESS OF 0.019” FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; FOR: BASE COURSE; WALL OPENINGS HEAD AND SILL; THROUGH WALL AND SPANDREL; CAP AND BASE FLASHING; VERTICAL AND HORIZONTAL SURFACES; ROOF EDGE RIDGES; AND HIPS; CRICKETS VALLEY OR GUTTER; CHIMNEY PAN; AND LEDGE FLASHING. 9. MINIMUM THICKNESS OF 0.032” FOR: COPING WIDTH UP TO 12”. MINIMUM THICKNESS OF 0.032” FOR: COPING WIDTH UP TO 12”. FOR: COPING WIDTH UP TO 12”. . 10. MINIMUM THICKNESS OF 0.040” FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”.MINIMUM THICKNESS OF 0.040” FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”. FOR: ROOF PENETRATIONS, AND COPING WIDTH ABOVE 12”..

AutoCAD SHX Text DETAILED REQUIREMENTS: 1. REMOVE AND DISPOSE OF THE EXISTING ROOF SYSTEM (INCLUDING GUTTERS, EDGE METAL, AND REMOVE AND DISPOSE OF THE EXISTING ROOF SYSTEM (INCLUDING GUTTERS, EDGE METAL, AND UNDERLAYMENT) DOWN TO THE DECK. 2. REMOVE EXISTING FASCIA, SOFFIT, AND DOWNSPOUTS. REPLACE ANY ROTTED OR DAMAGED NAILERS REMOVE EXISTING FASCIA, SOFFIT, AND DOWNSPOUTS. REPLACE ANY ROTTED OR DAMAGED NAILERS OR SUBSTRATE MATERIAL UP TO 10% AND REPLACE WITH LIKE MATERIAL. 3. REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 25% OF ROOF REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 25% OF ROOF AREA.. 4. REMOVE ABANDONED ROOF PENETRATIONS, COVER PENETRATION OPENINGS WITH PLYWOOD OF EQUAL REMOVE ABANDONED ROOF PENETRATIONS, COVER PENETRATION OPENINGS WITH PLYWOOD OF EQUAL THICKNESS TO THE ORIGINAL DECKING. 5. INSTALL 1/2" CDX PLYWOOD SHEATHING OVER ENTIRE ROOF SURFACE IF WOOD SLAT DECKING IS INSTALL 1/2" CDX PLYWOOD SHEATHING OVER ENTIRE ROOF SURFACE IF WOOD SLAT DECKING IS PRESENT. 6. REMOVE AND REPLACE LOUVERS AS LISTED ON SHEET DTL3. REMOVE AND REPLACE LOUVERS AS LISTED ON SHEET DTL3. 7. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS. INSTALL NEW FLASHING AROUND EXISTING ROOF PENETRATIONS. 8. INSTALL NEW LEAD PIPE BOOTS. INSTALL NEW LEAD PIPE BOOTS. 9. INSTALL NEW VINYL SIDING AS INDICATED ON SHEET DTL3. INSTALL NEW VINYL SIDING AS INDICATED ON SHEET DTL3. 10. INSTALL NEW FASCIA AS INDICATED ON SHEET DTL3. INSTALL NEW FASCIA AS INDICATED ON SHEET DTL3. 11. INSTALL VENTED VINYL SOFFIT AS INDICATED ON SHEET DTL3. INSTALL VENTED VINYL SOFFIT AS INDICATED ON SHEET DTL3. 12. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE IN ACCORDANCE WITH SHEET DTL3. INSTALL NEW FACTORY FINISHED ALUMINUM DRIP EDGE IN ACCORDANCE WITH SHEET DTL3. 13. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE. 14. INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR IS LISTED ON SHEET DTL3. INSTALL NEW LAMINATED ARCHITECTURAL ROOF SHINGLES, COLOR IS LISTED ON SHEET DTL3. 15. INSTALL NEW PRE-FINISHED ALUMINUM ROOF WITH " EXTERIOR GRADE PLYWOOD DECK ALONG WITH INSTALL NEW PRE-FINISHED ALUMINUM ROOF WITH " EXTERIOR GRADE PLYWOOD DECK ALONG WITH 34" EXTERIOR GRADE PLYWOOD DECK ALONG WITH ALL ACCESSORIES PER SHEET DTL3. 16. INSTALL BAFFLED RIGID RIDGE VENT PER MANUFACTURE'S INSTRUCTIONS. INSTALL BAFFLED RIGID RIDGE VENT PER MANUFACTURE'S INSTRUCTIONS. 17. INSTALL MATCHING RIDGE CAP SHINGLES THAT MEET THE SAME SPECIFICATIONS AS THE INSTALL MATCHING RIDGE CAP SHINGLES THAT MEET THE SAME SPECIFICATIONS AS THE ARCHITECTURAL ROOF SHINGLES. 18. INSTALL SEAMLESS GUTTERS AND DOWNSPOUTS AS INDICATED ON SHEET DTL3. INSTALL SEAMLESS GUTTERS AND DOWNSPOUTS AS INDICATED ON SHEET DTL3. 19. INSTALL NEW CONCRETE SPLASH BLOCKS AS INDICATED AT SHEET DTL3. INSTALL NEW CONCRETE SPLASH BLOCKS AS INDICATED AT SHEET DTL3. 20. REMOVE AND REINSTALL LIGHTNING PROTECTION IF APPLICABLE.REMOVE AND REINSTALL LIGHTNING PROTECTION IF APPLICABLE.

AutoCAD SHX Text UFC CRITERIA: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. 2. UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS. 3. INTERNATIONAL BUILDING CODE (IBC). INTERNATIONAL BUILDING CODE (IBC). 4. LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101) 5. ARCHITECTURAL BARRIERS ACT (ABA). ARCHITECTURAL BARRIERS ACT (ABA). 6. AMERICANS WITH DISABILITIES ACT (ADA). AMERICANS WITH DISABILITIES ACT (ADA). 7. ICC/ANSI A117.1. ICC/ANSI A117.1. 8. ALL APPLICABLE DESIGN CRITERIA (DOD). ALL APPLICABLE DESIGN CRITERIA (DOD). 9. NFPA 10 PORTABLE FIRE EXTINGUISHERS. NFPA 10 PORTABLE FIRE EXTINGUISHERS. 10. NFPA 72 FIRE ALARM AND SIGNALING CODE. NFPA 72 FIRE ALARM AND SIGNALING CODE. 11. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES.

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PVC

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BONE WHITE

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BONE WHITE

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BONE WHITE

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K-STYLE

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BONE WHITE

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YES

AutoCAD SHX Text REMOVE EXISTING FRONT OVERHANG SOFFIT AND REPLACE WITH VINYL SOFFIT, GUTTER ON REAR OF BLDG. ONLY

AutoCAD SHX Text

SAS4127

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AutoCAD SHX Text

OPEN RAFTERS

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text REMOVE EXISTING PLYWOOD DECKING, SHEATH WITH 3/4" EXTERIOR GRADE PLYWOOD, INSTALL PREFINISHED ALUMINUM ROOF, SEE SPECS ON SHEET T2, COLOR TO BE EVERGREEN

AutoCAD SHX Text Richlands

AutoCAD SHX Text

US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Bolton

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US 7

AutoCAD SHX Text

AutoCAD SHX Text 4 &

AutoCAD SHX Text Acme

AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

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US 117

AutoCAD SHX Text

US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

AutoCAD SHX Text Scott Hill

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US 17

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text Holly Ridge

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NEW RIVER

AutoCAD SHX Text Folkstone

AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

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AutoCAD SHX Text

GRAPHIC SCALE IN MILES

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AutoCAD SHX Text Morehead City

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

AutoCAD SHX Text Mt. Olive

AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

AutoCAD SHX Text

US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

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NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

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%%UCHERRY POINT

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US 70

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RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

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VICINITY MAP

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DRAWING INDEX

AutoCAD SHX Text T-1

AutoCAD SHX Text

TITLE SHEET AND AREA MAPS

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NOTES AND SPECIFICATIONS

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DTL1

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FC520 DETAILS

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DTL2

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FC525 DETAILS

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DTL3

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FC573 DETAILS

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DTL4

AutoCAD SHX Text

FC574 DETAILS

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DTL5

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ROOF DETAILS

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DTL6

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ROOF DETAILS

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DTL7

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ROOF DETAILS

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DTL8

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ROOF DETAILS

AutoCAD SHX Text ALUMINUM ROOFING MATERIALS: 1. ROOF PANELS TO BE ROLL-FORMED ALUMINUM ROOF ROOF PANELS TO BE ROLL-FORMED ALUMINUM ROOF PANELS OF THE PROFILE SPECIFIED BELOW, .040 THICKNESS AND DEPTH AS INDICATED. MATERIAL MUST BE PLUMB AND TRUE, AND WITHIN THE TOLERANCES LISTED: A. ALUMINUM SHEET CONFORMING TO ASTM B 209, AND AA ALUMINUM SHEET CONFORMING TO ASTM B 209, AND AA ADMI. B. INDIVIDUAL PANELS TO HAVE CONTINUOUS LENGTH INDIVIDUAL PANELS TO HAVE CONTINUOUS LENGTH SUFFICIENT TO COVER THE ENTIRE LENGTH OF ANY UNBROKEN ROOF SLOPE WITH NO JOINTS OR SEAMS AND FORMED WITHOUT WARPING, WAVINESS, OR RIPPLES THAT ARE NOT A PART OF THE PANEL PROFILE AND FREE FROM DAMAGE TO THE FINISH COATING SYSTEM. C. PROVIDE PANELS WITH THERMAL EXPANSION AND PROVIDE PANELS WITH THERMAL EXPANSION AND CONTRACTION CONSISTENT WITH THE TYPE OF SYSTEM SPECIFIED, AND FOLLOWING PROFILE: - PROFILE TO BE 1 " TO 1 " HIGH RIB AT 12 INCHES O.C. PROFILE TO BE 1 " TO 1 " HIGH RIB AT 12 INCHES O.C. 14" TO 1 " HIGH RIB AT 12 INCHES O.C. 12" HIGH RIB AT 12 INCHES O.C. WITH SMALL STIFFENING RIBS, 36 TO 38 INCH OVERALL PANEL WITH 36 INCH EXPOSED PANEL AND EXPOSED FASTENERS. D. EXTERIOR PANEL FINISH CHOSEN FROM MANUFACTURER'S EXTERIOR PANEL FINISH CHOSEN FROM MANUFACTURER'S STANDARD COLOR CHART.

AutoCAD SHX Text

ALUMINUM ROOF

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PREFINISHED

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FASTENERS (2) TWO PER CLIP

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

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SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

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STRAIGHT PANEL CUT: TURN UP PANEL PAN USING PAN-END TOOL.

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SKEWED PANEL CUT: TURN UP PANEL PAN USING HAND TOOLS BY ERECTOR.

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RIDGE/HIP TRIM

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FASTENERS @ SEAMS

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OFF-SET CLEAT

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PANEL CAP

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PANEL CLIP

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PANEL

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NOTE: NO FASTENER PENETRATIONS THROUGH PANEL AT RIDGE

AutoCAD SHX Text 1"

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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BUTYL SEALANT SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

AutoCAD SHX Text CONTINUOUS NEOPRENE FOAM CLOSURE. APPLY (2) ROWS OF GUNABLE NON-CURING BUTYL SEALANT.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text PANEL CLIP. -INSTALL CLIP AS CLOSE TO THE VALLEY EDGE AS POSSIBLE TO AID IN DOWNWARD PRESSURE BY PULLING THE PANEL PAN TIGHT INTO THE FOAM CLOSURE.

AutoCAD SHX Text #44- " STAINLESS STEEL 18" STAINLESS STEEL 6 EA. PER PANEL MINIMUM WITH MAXIMUM SPACING OF 4". *DO NOT *DO NOT PENETRATE VALLEY TRIM.

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6" MIN.

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TURN DOWN PANEL SEAM CAPS IN FIELD.

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PANEL

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SEAM CAP

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HOLD-DOWN CLEAT

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VALLEY CLOSURE

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VALLEY TRIM

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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FASTENERS (2) TWO PER CLIP

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HOLD-DOWN CLEAT

AutoCAD SHX Text FIELD CLINCH 2" @ 36" o.c. max.

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FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

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GABLE CLIP

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RAKE TRIM

AutoCAD SHX Text 2 "14"

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HOLD-DOWN CLEAT

AutoCAD SHX Text 6"

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

AutoCAD SHX Text

CLINCH CLOSED IN FIELD CONTINUOUSLY

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FASTENERS (2) TWO PER CLIP

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CONTINUOUS BUTYL TAPE APPLIED BETWEEN HEAD CLOSURE AND OFF-SET CLEAT.

AutoCAD SHX Text HEAD CLOSURE W' FACTORY FORMED NEOPRENE INSERT. FASTEN @ EACH SEAM CAP AND SET IN SEALANT BED..

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FOR PANEL TERMINATION OPTIONS.

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FASTENERS @ SEAMS

AutoCAD SHX Text 4"

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SEAM CAP

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PANEL

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PANEL CLIP

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SUBSTRATE

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RAKE TRIM

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GABLE CLIP

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FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

AutoCAD SHX Text 4 "12"

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FOR PANEL TERMINATION OPTIONS.

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CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

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CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

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NOTE: FLATTEN PANEL RIBS TO ALLOW BOOT TO NEST FLAT AGAINST THE PANEL PAN.

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VENT PIPE

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STAINLESS STEEL DRAW BAND

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PIPE BOOT, SET IN CONT' BUTYL SEALANT

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TURN EDGE OF HOLE IN PAN TO STIFFEN

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CUT PANEL TO ALLOW FOR EXPANSION MOVEMENT AROUND PIPE PENETRATION.

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THERMAL MOVEMENT ALLOWANCES

AutoCAD SHX Text FLATTEN PANEL RIBS AROUND CUT OPENING TO ALLOW Z-PURLIN FRAME TO SEAL TIGHT AGAINST PANEL PAN.

AutoCAD SHX Text

VENT PIPE

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APPLY CONTINUOUS TRI-POLYMER SEALANT AROUND OUTER PERIMETER OF Z-PURLIN FRAME.

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%%USECTION A-A

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#44-1/8" S.S WATERTIGHT RIVET @ 2" O.C. MAX.

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FILL Z-PURLIN FRAME WITH SEALANT PRIOR TO HOOKING ONTO CUT PANEL EDGE.

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CUT PANEL EDGE

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NOTE: PANEL MESAS NOT SHOWN FOR CLARITY.

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%%UPLAN VIEW

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VERTICAL LEG OF Z-FRAME BELOW.

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PIPE BOOT FASTENERS AS RECOMMENDED BY MANUFACTURER.

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APPLY CONTINUOUS TRI-POLYMER SEALANT AROUND OUTER PERIMETER OF Z-PURLIN FRAME.

AutoCAD SHX Text 2 1/2"

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1 " 1516" LAP

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KEY:

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LOWER CAP

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UPPER CAP

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CLOSE PROXIMITY TO VERTICAL Z-FRAME UNDERNEATH FOR MAX. SUPPORT.

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TURN DOWN TABS FOR ADDED STIFFENING OF TRIM CAPS

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UNDERLAYMENT

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FILL VOID WITH TRI-POLYMER SEALANT BETWEEN Z-FRAME AND TOP OF SEAM CAP

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%%USECTION B-B

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UPPER CAP

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LOWER CAP

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LOWER CAP

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UPPER CAP

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CAP LAP

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WATERTIGHT RIVET

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7/8" X 1/8" BUTYL TAPE

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TRI-POLYMER SEALANT

AutoCAD SHX Text B

AutoCAD SHX Text B

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%%USECTION

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COMPRESSION RING

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#44-1/8" S.S WATERTIGHT RIVET @ 4" O.C. MAX.

AutoCAD SHX Text

FILL TRIM CAP WITH SEALANT PRIOR TO INSTALLING.

AutoCAD SHX Text A

AutoCAD SHX Text A

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CAP LAP RIVETED AND SEALED

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BEND Z-FRAME TABS OVER, SET IN SEALANT, RIVET. *SEE PLAN VIEW BELOW.

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Z-FRAME

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#44-1/8" S.S. RIVETS

AutoCAD SHX Text 2" GUTTER STRAP @ 19" o.c. max. FIELD HEM TO PROVIDE FOR DOUBLE MATERIAL THICKNESS.

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OUTLET TUBE

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DOWNSPOUT

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EDGE STIFFENER *DOUBLE MATERIAL THICKNESS

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FASTENERS

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SEALANT BED SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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TURN DOWN PANEL SEAM CAPS IN FIELD.

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CONTINUOUS NEOPRENE FOAM CLOSURE.

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#62-3/16" STAINLESS STEEL, CLOSED-END (WATERTIGHT) RIVETS.

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FASTENERS (2) TWO PER CLIP

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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PANEL CLIP

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SEAM CAP

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PANEL

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6" OVERSIZED GUTTER FASTENED @ 6" O.C.

AutoCAD SHX Text 1/2"

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EXP. + 1/2"

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EXP.

AutoCAD SHX Text 1"

AutoCAD SHX Text

EXP.

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EXP.

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EXPANSION JT. COVER

AutoCAD SHX Text GABLE CLIP @ 24"o.c. MAX. EACH SIDE

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PANEL

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EXPANSION JT. FRAME

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ELASTOMERIC MEMBRANE

AutoCAD SHX Text NOTE: EXTEND EXPANSION JOINT COVER OVER THE RIDGE CAP AND 'TURN DOWN' ENDS A MIN. OF 1 1/2" ON BOTH SIDES. ANCHOR EXPANSION JOINT COVERS TO EACH OTHER WITH MINIMUM OF (4) #44-1/8" STAINLESS STEEL RIVETS SET IN SEALANT. IMPORTANT NOTE: EXPANSION JOINT COVERS 'MUST' FLOAT TO ALLOW FOR PROPER THERMAL MOVEMENT.

AutoCAD SHX Text EXPANSION JOINT COVER & & EXPANSION JOINT FRAME. 1. NOTCH AND LAP 2" 2. SET IN SEALANT.

AutoCAD SHX Text

%%UTRIM LAP NOTE FOR:

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UNDERLAYMENT OVER EXISTING SUBSTRATE.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text

FASTENER W' NEOPRENE WASHER OR S.S. RIVET @ EACH GABLE CLIP.

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REFER TO PANEL ADJUSTMENT DETAILS TO REDUCE PANEL WIDTH.

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NEOPRENE CLOSURE: SELF-ADHERING, INSTALL CONTINUOUSLY.

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NOTE: MAINTAIN CLEARANCE FOR SYSTEM MOVEMENT.

AutoCAD SHX Text

SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text #44-1/8" STAINLESS STEEL RIVETS @ 12"o.c., PRE-PAINTED TO MATCH.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text

UNDERLAYMENT OVER EXISTING SUBSTRATE.

AutoCAD SHX Text

SKEWED PANEL CUT: BEND PANEL PAN WITH HAND-TOOLS BY ERECTOR.

AutoCAD SHX Text

ERECTOR NOTE: FIX PANEL TO CLIP AT THIS LOCATION.

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VENT STRIP, STAINLESS STEEL, SUPPLIED IN 10'-0"…