Buncombe County Schools. Project Address: 21 Trinity Chapel Road, Asheville, North Carolina Abbreviations

Transcription

1 Index of Drawings General G.00 COVER SHEET G.0 KEY PLAN 70 Westport Road G.0 STAGING PLAN ROOF AREAS: A, B, B, D, D, H, H, H, L AND L Architectural A.0 ROOF PLAN: AREA A, B AND B A.0 ROOF PLAN: AREA D, D, H, H AND H Project Location Project Address: Trinity Chapel Road, Asheville, North Carolina 8805 Abbreviations MAX. MIN. N.I.C N.T.S O.C. SIM. MAXIMUM MINIMUM NOT TO SCALE ON CENTER TYPICAL SIMILAR A.03 ROOF PLAN: AREA L AND L ROOF DETAILS A5.0 ROOF DETAILS ROOF DETAILS ROOF DETAILS TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA CLIENT VICINITY MAP PROJECT SITE LOCATION Details / Elevations / Sections Identifier X XXX ELEVATION / DETAIL / SECTION LABEL SHEET SHOWN ON SHADING IDENTIFIES EXISTING CONDITIONS AND NOT IN SCOPE OF WORK Mr. Tim Fierle, AIA Director of Facilities and Planning 75 Bingham Road Asheville, North Carolina 8806 ENGINEERING CONSULTANT TERRACON CONSULTANTS, INC. 70 Westport Road 808 Jeff H. Poe Jr., PE Staff Engineer Facilities e: Jeff.Poe@ COVER SHEET LOCATION SITE G.00

2 LEGEND AREA L AREA L SCOPE OF WORK 70 Westport Road AREA H AREA H AREA H AREA D AREA D AREA D TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA 8805 AREA B AREA B AREA A N : KEY PLAN SCALE: NOT TO SCALE KEY PLAN G.0

3 70 Westport Road POTENTIAL STAGING AREA LOCATION No. POTENTIAL ACCESS POINTS LOCATIONS TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA POTENTIAL OVERFLOW STAGING AREA LOCATION No. N : STAGING PLAN SCALE: NOT TO SCALE STAGING PLAN G.0

4 LEGEND PARAPET TAPERED INSULATION ALTERNATE NO. SEE SHEET /A.03 8'-4" 8'-4" ALTERNATE NO. SEE SHEET /A.03 TAPERED INSULATION SLOPE DECK SLOPE EXISTING ROOF DRAIN PIPE PENETRATION 70 Westport Road AREA B AREA B CODE SUMMARY 4 34'-4" ROOF AREA NOT IN SCOPE OF WORK 34'-4" 4 NORTH CAROLINA BUILDING CODE (0 EDITION) AND ASCE 7-05 BASIC WIND SPEED = 00 MPH CATEGORY = III EXPOSURE CATEGORY = B INTERNAL PRESSURE COEF. = +/- 0.8 THE NEW ROOF SYSTEM SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE FOLLOWING WIND UPLIFT PRESSURES:. FIELD ZONE = - 0 PSF. PERIMETER ZONE = - 35 PSF 3. CORNER ZONE = - 5 PSF GENERAL NOTES. CONTRACTOR SHALL FIELD-VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING THE ROOF DECK AND ANY DECK IRREGULARITIES (LOW SPOTS, DEFLECTED DECK AREAS, ETC.) THAT COULD POTENTIALLY LEAD TO STANDING WATER AFTER NEW ROOF IS INSTALLED PRIOR TO PROCEEDING WITH ROOF INSTALLATION. COOINATE DECK INSPECTION WITH ENGINEER. PROCEEDING WITH THE WORK WILL BE CONSIDERED AS ACCEPTANCE OF THE SUBSTRATE BY CONTRACTOR. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE. TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA 8805 KEY PLAN ROOF AREA NOT IN SCOPE OF WORK AREA B AREA B N AREA A 8'-4" AREA A SCOPE OF WORK ROOF AREA: A,B & B ALTERNATE NO. SEE SHEET /A.03 ROOF PLAN: AREA A, B AND B 4 ROOF PLAN: AREA A, B AND B SCALE: /8" = '-0" 0 4' 8' 6' A.0

5 KEY PLAN LEGEND PARAPET AREA H AREA D AREA H AREA D AREA H O LOCATION OF NEW METAL PANELS 6 A5.0 5 A5.0 LOCATION OF NEW METAL PANELS ALTERNATE NO. SEE SHEET /A.03 4 O EXPANSION JOINT TAPERED INSULATION TAPERED INSULATION SLOPE DECK SLOPE SATELLITE EQUIPMENT SUORT POURABLE SEALER PAN EXISTING ROOF DRAIN NEW OVERFLOW ROOF DRAIN PIPE PENETRATION DETAIL NO. 70 Westport Road 9'-8" O AREA D SCOPE OF WORK ROOF AREA: D, D, D, H, H & H ALTERNATE NO. SEE SHEET /A.03 5'-0" LOCATION OF NEW METAL PANELS 8'-4" AREA H O O AREA D 0 7 A5.0 AREA D AREA H 9 A5.0 5 A A A5.0 O O CODE SUMMARY NORTH CAROLINA BUILDING CODE (0 EDITION) AND ASCE 7-05 BASIC WIND SPEED = 00 MPH CATEGORY = III EXPOSURE CATEGORY = B INTERNAL PRESSURE COEF. = +/- 0.8 THE NEW ROOF SYSTEM SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE FOLLOWING WIND UPLIFT PRESSURES:. FIELD ZONE = - 0 PSF. PERIMETER ZONE = - 35 PSF 3. CORNER ZONE = - 5 PSF GENERAL NOTES. CONTRACTOR SHALL FIELD-VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING THE ROOF DECK AND ANY DECK IRREGULARITIES (LOW SPOTS, DEFLECTED DECK AREAS, ETC.) THAT COULD POTENTIALLY LEAD TO STANDING WATER AFTER NEW ROOF IS INSTALLED PRIOR TO PROCEEDING WITH ROOF INSTALLATION. COOINATE DECK INSPECTION WITH ENGINEER. PROCEEDING WITH THE WORK WILL BE CONSIDERED AS ACCEPTANCE OF THE SUBSTRATE BY CONTRACTOR. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA '-4" LOCATION OF NEW METAL PANELS 3 5'-0" 3 F 9'-8" O 0 9 A5.0 O 7 A5.0 5'-0" 8 A5.0 O N ROOF PLAN: AREA D, D, H, H AND H ROOF PLAN: AREA D, D, D, H, H AND H SCALE: /8" = '-0" 0 4' 8' 6' A.0

6 KEY PLAN AREA L AREA L EXISTING PARAPET TO REMAIN EXISTING COER ROOFING LEGEND PARAPET EXPANSION JOINT TAPERED INSULATION TAPERED INSULATION SLOPE DECK SLOPE EQUIPMENT SUORT POURABLE SEALER PAN EXISTING ROOF DRAIN 70 Westport Road NEW GUTTER REMOVE EXISTING ROOF DRAIN PIPE PENETRATION DETAIL NO. SCOPE OF WORK ROOF AREA: L & L ALTERNATE NO. SEE SHEET /A.03 4 EXISTING PARAPET TO REMAIN PENTHOUSE ROOF PLAN: ALTERNATE No. & SCALE: 3/6" = '-0" 73'-8" 9'-8" 34'-4" 9'-8" CODE SUMMARY NORTH CAROLINA BUILDING CODE (0 EDITION) AND ASCE 7-05 BASIC WIND SPEED = 00 MPH CATEGORY = III EXPOSURE CATEGORY = B INTERNAL PRESSURE COEF. = +/- 0.8 THE NEW ROOF SYSTEM SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE FOLLOWING WIND UPLIFT PRESSURES:. FIELD ZONE = - 0 PSF. PERIMETER ZONE = - 35 PSF 3. CORNER ZONE = - 5 PSF GENERAL NOTES. CONTRACTOR SHALL FIELD-VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING THE ROOF DECK AND ANY DECK IRREGULARITIES (LOW SPOTS, DEFLECTED DECK AREAS, ETC.) THAT COULD POTENTIALLY LEAD TO STANDING WATER AFTER NEW ROOF IS INSTALLED PRIOR TO PROCEEDING WITH ROOF INSTALLATION. COOINATE DECK INSPECTION WITH ENGINEER. PROCEEDING WITH THE WORK WILL BE CONSIDERED AS ACCEPTANCE OF THE SUBSTRATE BY CONTRACTOR. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE. TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA A5.0 O 8'-4" AREA L 0 O LOCATION OF NEW METAL PANELS N 70'-8" 9 A5.0 AREA L 6'-8" ROOF PLAN: AREA L AND L ROOF PLAN: AREA L AND L SCALE: /8" = '-0" A ' 8' 6'

7 NEW TAPERED EDGED STRIP NEW HD COVER BOA NEW EXTRUDED METAL FASCIA NEW WOOD BLOCKING EXISTING WOOD BLOCKING NEW TAPERED EDGED STRIP NEW HD COVER BOA NEW EXTRUDED METAL FASCIA 70 Westport Road EDGE DETAIL NEW TAPERED EDGED STRIP NEW HD COVER BOA NEW FASCIA METAL EXTENSION (PROVIDED BY PRE-ENGINEERED METAL SULIER) EXISTING PARAPET WALL NEW EXTRUDED METAL FASCIA NEW WOOD BLOCKING EDGE DETAIL AT EXISTING COER PANELS NEW METAL PANELS NEW HAT CHANNELS FASTENED 8" O.C. NEW RECEIVER AND COUNTER FLASHING NEW SEALANT NEW HD COVER BOA EXISTING COER PANELS TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA 8805 NEW COUNTER FLASHING NEW HAT CHANNELS FASTENED 8" O.C. NEW METAL PANELS ROOF DETAILS 3 EDGE DETAIL AT NEW METAL PANELS 4 BARREL PARAPET (SHORT WALL) DETAIL

8 (TYPICAL) NEW HD COVER BOA NEW TEMPORARY NEW NAILED BASE SHEET NEW REINFORCED ATTACHMENT STRIP NEW FLEXIBLE FOAM ROD NEW BATT INSULATION IN POLYETHYLENE ENVELOPE NEW FLEXIBLE FOAM ROD (TYPICAL) NEW HD COVER BOA NEW TEMPORARY NEW NAILED BASE SHEET NEW REINFORCED ATTACHMENT STRIP HOT AIR-WELD NEW HD COVER BOA NEW TAPERED INSULATION NEW BASE INSULATION NEW HD COVER BOA NEW TEMPORARY NEW NAILED BASE SHEET NEW OVERFLOW ROOF DRAIN STRAINER NEW WATER CUT-OFF MASTIC NEW 80 MIL TPO 70 Westport Road 5 EXPANSION JOINT DETAIL NEW REINFORCED ATTACHMENT STRIP EXISTING WOOD BLOCKING (TYPICAL) 6 EXPANSION JOINT DETAIL NEW TEMPORARY NEW NAILED BASE SHEET NEW BATT INSULATION IN POLYETHYLENE ENVELOPE 7 OVERFLOW ROOF DRAIN DETAIL NEW OVERFLOW ROOF DRAIN EXTENSION (AS REQUIRED) NEW OVERFLOW DRAIN BODY NEW SEAL/GASKET TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA 8805 (TYPICAL) NEW HD COVER BOA NEW TEMPORARY NEW NAILED BASE SHEET '-0" NEW FLEXIBLE FOAM ROD NEW NEW COUNTER FLASHING NEW WOOD CANT NEW BASE FLASHING NEW BACKER PLY NEW BASE PLY NEW CAP SHEET 9" 9" NEW TAPERED EDGED STRIP NEW HD COVER BOA NEW ROOF DRAIN STRAINER NEW ROOF DRAIN EXTENSION NEW WATER CUT-OFF MASTIC '-0" C L EXISTING ROOF SYSTEM NEW BATT INSULATION IN POLYETHYLENE ENVELOPE EXISTING WOOD BLOCKING (TYPICAL) EXPANSION JOINT DETAIL 9 ROOF DRAIN DETAIL NEW LIGHT WEIGHT FILL NEW SEAL/GASKET C L ROOF DETAILS A5.0

9 EXISTING COER PANELS 70 Westport Road NEW GASKETED FASTENER AND SEALANT NEW METAL COUNTER FLASHING NEW HD COVER BOA NEW METAL PANELS NEW SELF-ADHERING NEW RECEIVER AND COUNTER FLASHING NEW SEALANT NEW SEALANT TAPE NEW COUNTER FLASHING 8" MINIMUM FLASHING HEIGHT NEW METAL PANELS NEW HAT CHANNELS FASTENED 8" O.C. NEW RECEIVER AND COUNTER FLASHING NEW SEALANT NEW HD COVER BOA TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA WALL DETAIL AT METAL ROOF WALL DETAIL AT METAL ROOF ROOF DETAILS

10 METAL WALL PANEL DETAIL HEIGHT VARIES NEW GASKETED FASTENER AND SEALANT NEW METAL COUNTER FLASHING NEW METAL PANELS NEW HAT CHANNELS FASTENED 8" O.C. NOTE: GALVANIZED STEEL OR ALUMINUM METALS (EVEN IF COATED OR FACTORY FINISHED) SHALL NOT BE INSTALLED IN CONTACT WITH COER ROOFING, FASCIA, COPING, OR FLASHINGS. ALL METALLIC ITEMS AND FASTENERS IN CONTACT WITH COER SHALL BE STAINLESS STEEL OR COER. EXISTING WOOD BLOCKING 3 EQUIPMENT CURB DETAIL 8" MINIMUM FLASHING HEIGHT EXISTING EQUIPMENT UNIT NEW METAL COUNTER FLASHING NEW SEALANT NEW 80 MIL TPO FLASHING NEW HD COVER BOA 3B 8" MINIMUM FLASHING HEIGHT EQUIPMENT CURB DETAIL EXISTING EQUIPMENT UNIT NEW SEALANT NEW COUNTER FLASHING NEW 80 MIL TPO FLASHING NEW HD COVER BOA 70 Westport Road TRINITY CHAPEL ROAD, ASHEVILLE, NORTH CAROLINA 8805 EXISTING 6oz STANDING SEAM COER ROOF TO REMAIN -/4" STAINLESS STEEL O.C. NEW TPO CLAD METAL FLASHING NEW CONTINUOUS 0oz COER FLASHING WITH HEMMED EDGE REPLACE COER COPING ON END WALL BEYOND NEW 80 MIL TPO FLASHING HOT AIR WELD NEW STRIING PLY TPO COATED METAL FLASHING W/HEMMED EDGE CONTINUOUS BEAD OF BUTYL RUBBER SEALANT NEW 5" COMMERCIAL 4ga. BOX GUTTER AND BRACKET ROOF DETAILS 4 ENLARGED ROOFING DETAIL CONTINUOUS STAINLESS STEEL FLASHING W/HEMMED EDGE TO SEPARATE GUTTER AND FLASHINGS FROM COER SIDING