尩 12d nails at 16 o.c. staggeredexisting wood …€¦ · ... 24 gauge 55% al-zn alloy coated...
TRANSCRIPT
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RAS
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SUBMISSION
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05/17/17
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WEST MILFORD, PASSAIC COUNTY, NEW JERSEY
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FLOOR PLAN, ELEVATION AND SECTIONS
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BY
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POINT PLEASANT BEACH, NEW JERSEY 08742
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(732) 701-9444 FAX 701-9919 E-MAIL [email protected]
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ARCHITECTURE - PLANNING - DESIGN
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RONALD A. SEBRING ASSOCIATES, LLC
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405 RICHMOND AVENUE
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DATE
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FINAL REVIEW
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RONALD A. SEBRING, ARCHITECT C6933
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FLOOR PLAN
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SCALE: 3/16" = 1'-0"
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FRONT ELEVATION
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SCALE: 3/16" = 1'-0"
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B
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A1
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A1
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B
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SECTION THROUGH OVERHEAD DOOR
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SCALE: 1/2" = 1'-0"
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EXISTING ROOFING TO REMAIN
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EXISTING WOOD TRUSSES TO REMAIN
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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9'-4"
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16'-0"
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25'-4"
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3" TO TOP OF 2x12
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EXISTING 2x12 TO REMAIN
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PROJECT No. T0574-09
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A
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CROSS SECTION
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SCALE: 3/16" = 1'-0"
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A
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NEW 1/2" CD "X" PLYWOOD ATTACHED TO EXISTING TRUSS 2x6 TOP AND BOTTOM WITH GLUE AND No. 14 2" LONG SCREWS AT 6" ON CENTER. PLYWOOD TO BE INSTALLED FULL LENGTH OF TRUSS
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EXISTING ROOFING
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REMOVE EXISTING AND INSTALL STEEL PANELS
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NEW 1/2" PLYWOOD
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NEW 2x4 WOOD STUDS AT 16" O.C.
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EXISTING MASONRY WALL
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EXISTING MASONRY WALL
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REMOVE EXISTING STUDS AND INSTALL NEW 2x4 WOOD STUDS AT 16" O.C.
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EXISTING WOOD TRUSSES
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NEW 3/4" CD"X" PLYWOOD SHEATHING PLYWOOD ATTACHED TO EXISTING TRUSS 2x6 TOP AND BOTTOM WITH GLUE AND No. 14 2" LONG SCREWS AT 6" ON CENTER.PLYWOOD TO BE INSTALLED FULL LENGTH OF TRUSS
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NEW 1/2" CD "X" PLYWOOD ATTACHED TO TO 2x6 WITH GLUE AND No. 14 2" LONG SCREWS AT 6" ON CENTER OVER NEW 2x6 STUDS INSTALLED AT TOP AND BOTTOM CHORD OF TRUSS
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EXISTING MASONRY WALL TO REMAIN
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EXISTING OVERHEAD DOOR TO REMAIN
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B
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NEW 1/2" DIAMETER BOLTS AT 24" ON CENTER AND 12" FROM EACH END WITH WOOD SPACERS BETWEEN EXISTING 2x6 CHORDS MEMBERS AT ALL BOLT LOCATIONS.
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NEW 1/2" DIAMETER BOLTS TOP AND BOTTOM AT 24" ON CENTER. LOCATE BOLTS A MAXIMUM OF 4" FROM THE END OF EACH SECTION OF 2x6. PROVIDE SOLID WOOD BLOCKING BETWEEN EXISTING 2x6 CHORD MEMBERS AT EACH BOLT
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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EXISTING OVERHEAD DOOR
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REMOVE EXISTING WOOD FRAMING
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TEMPORARILY REMOVE BOTTOM CHORD LATERAL AND ANY DIAGONAL BRACING TO INSTALL PLYWOOD. CUT HOLES IN PLYWOOD ONCE INSTALLED TO REINSTALL ALL BRACING TEMPORARILY REMOVED
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NEW 2x6 CONTINUOUS AT TOP AND BOTTOM CHORDS. JOINTS OF NEW 2x6 TO BE OFFSET FROM PANEL POINTS OF EXISTING TRUSS AND PLYWOOD JOINTS AT LEAST 12 INCHES. GLUE NEW 2x6 TO PLYWOOD
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NOTCH 2x6
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NOTCH 2x6
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NEW J CLOSURE
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NEW DRIP EDGE
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NEW (2) PLY FLASHING
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REMOVE EXISTING AND INSTALL NEW EDGE FLASHING AS REQUIRED TO INSTALL NEW METAL PANELS
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EXISTING BRACING TO BE REMOVED AND REINSTALLED AFTER PLYWOOD INSTALLATION. TYPICAL
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REMOVE EXISTING AND INSTALL NEW EDGE FLASHING
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REMOVE EXISTING WOOD SIDING AND SHEATHING AND INSTALL NEW STEEL PANEL SIDING
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REMOVE EXISTING AND REINSTALL CAMERA AFTER PANEL INSTALLATION
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REMOVE EXISTING AND REINSTALL LIGHT FIXTURE AFTER PANEL INSTALLATION. EXTEND AS REQUIRED
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DIVISION 6 WOOD AND PLASTICS
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%%USPECIFICATIONS
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FRAMING LUMBER: #2 or better DOUGLAS-FIR kiln dryed#2 or better DOUGLAS-FIR kiln dryed
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DOT GREENWOOD LAKE AIRPORT
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FLOOR PLAN, ELEVATION AND SECTIONS
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%%UINDEX OF DRAWINGS
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A1
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AIRCRAFT HANGAR
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VB
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(1) STORY, 23'-6"; FEET
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6516 SQ. FT.. ;
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%%UBUILDING CRITERIA
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CONSTRUCTION CLASS:
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BUILDING HEIGHT:
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USE:
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AREA:
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DESIGN CODE CRITERIA
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2015 INTERNATIONAL BUILDING CODE, NEW JERSEY EDITION
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THIS REHABILITATION IS DESIGNED IN ACCORDANCE WITH N.J.A.C. TITLE 5, CHAPTER 23, SUBCHAPTER 6, "UNIFORM CONSTRUCTION CODE, REHABILITATION SUBCODE".
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CATEGORY OF WORK: ALTERATION
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S1
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USE GROUP:
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REINFORCEMENT OF EXISTING ROOF TRUSSES AND
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STUDS: Stud Grade DOUGLAS-FIR kiln dryedStud Grade DOUGLAS-FIR kiln dryed
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FRAMING ANCHORS: Simpson strong-tie ML24Z 12 ga. zmax finish. WS SDS screws
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BOLTS: Galvanized steel ASTM A325
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CONSTRUCTION ADHESIVE: Polyurethane adhesive
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SCREWS: 316 Stainless Steel
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PLYWOOD: 3/4" or 1/2" nominal C-D "X" Plywood / exterior glue
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NAILS: Commercial Quality hot dipped galvanized commons
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DIVISION 7 MOISTURE PROTECTION
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BUILDING PAPER: 100% flush spun bond high density polyethylene
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METAL SIDING PANELS: 24 Gauge 55% AL-ZN alloy coated steel with 24 Gauge 55% AL-ZN alloy coated steel with fluorocarbon finish. corrugated design 7/8" panel depth smooth texturefinish. corrugated design 7/8" panel depth smooth texture
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PANEL FASTENINGS: Stainless Steel painted hex fasteners with washer
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METAL FLASHING: Aluminum with fluorocarbon finish
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ROOFING NAILS: Hot Dipped Galvanized
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INSULATION: Fiberglass Batts
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WOOD PLATE TO STUD: (2) 10d DIRECT NAIL
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%%UFASTENING SCHEDULE
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1/2" PLYWOOD SHEATHING TO STUDS: 6d 6" NAILS AT PANEL EDGES, 12" O.C. INTERMEDIATE SUPPORTS
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STUDS TO PLATE: (4) 8d
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FRAMING ANGLE TO STUDS: (6) 1/4" SDS SCREWS
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1/2" AND 3/4" PLYWOOD TO TRUSS CHORDS: GLUE AND 2" #14 SCREWS AT 6" O.C.
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2x6 CHORD REINFORCEMENT: 1/2" DIAMETER BOLTS AT 24" O.C.
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CORRUGATED METAL SIDING AT SIDE LAPS: #14 x 7/8" HEX HEAD SCREWS PER MANUFACTURERS INSTALLATION INSTRUCTIONS
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CORRUGATED METAL SIDING TO SHEATHING: #10 x 2" HEX HEAD SCREWS PER MANUFACTURERS INSTALLATION INSTRUCTIONS
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1
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2
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1
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RAKE DETAIL
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SCALE: 3" = 1'-0"
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3
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A1
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4"
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4"
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4"
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4"
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EXISTING ROOFING TO REMAIN
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NEW 2x4 WOOD STUDS AT 16" O.C.
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NEW (2) PLY FLASHING OVER EXISTING ROOF MEMBRANE
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REMOVE EXISTING WOOD SIDING AND SHEATHING AND INSTALL 7/8" 24 GAUGE AL-ZN ALLOY COATED STEEL WITH KYNAR 500 PVDF OR HYLAR 5000 PVDR FINISH
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NEW 2x4 WOOD STUDS AT 16" O.C.
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NEW 1/2" CD"X" PLYWOOD SHEATHING
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NEW R-15 INSULATION
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NEW 3/4" CD"X" PLYWOOD SHEATHING
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NEW METAL SIDING PANEL
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NEW SIMPSON ML24Z AT EACH STUD WITH (6) 1/4" x 1 1/2" SDS SCREWS
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NEW 2x6 CONTINUOUS WITH 1/2" DIAMETER BOLTS AND FENDER WASHERS AT 24" O.C.
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EXISTING LOWER CHORD OF TRUSS
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EXISTING TOP CHORD OF TRUSS
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NEW 1/2" CD"X" PLYWOOD SHEATHING
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NEW 3/4" CD"X" PLYWOOD SHEATHING
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NEW R-15 INSULATION
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NEW COMMERCIAL WRAP
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NEW COMMERCIAL WRAP
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NEW COMMERCIAL WRAP
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NEW .040" COLOR COATED ALUMINUM EDGE FLASHING
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NEW BASE TRIM
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NEW #10 x 1" WAFER HEAD SCREW
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NEW 2x4 WOOD STUDS AT 16" O.C.
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NEW R-15 INSULATION
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NEW 3/4" CD"X" PLYWOOD SHEATHING
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NEW #14 x 7/8" PAINTED HEX WASHER HEAD FASTENER WITH WASHER AT SIDE LAP
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EXISTING 2x12 TO REMAIN
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EXISTING MASONRY WALL TO REMAIN
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EXISTING OVERHEAD DOOR TO REMAIN
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2
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DETAIL AT TRUSS
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SCALE: 3" = 1'-0"
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3
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DETAIL AT PANEL
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SCALE: 3" = 1'-0"
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EXISTING WOOD FRAMING TO REMAIN, TEMPORARILY SUPPORT AS REQUIRED
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INSTALLATION OF NEW METAL SIDING PANELS
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NEW CONTINUOUS CLEAT
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NEW SEALANT
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CUT EXISTING PLATE
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FASTEN STUD TO NEW 2x6 WITH (2) 12d NAILS AT 16" O.C. STAGGERED
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MEMBRANE FLASHING: SBS Smooth & Granulate Surface
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3
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EXISTING WOOD FRAMING TO REMAIN, TEMPORARILY SUPPORT AS REQUIRED
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TJL
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06/14/17
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FINAL 2
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TJL
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07/10/17
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BID