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El
<br />COMPONENTS AND CLADDING
<br />140 Ul t DESIGN WIND PRESSURE FOR WALLS, DOORS &
<br />WINDOWS (NOMINAL)
<br />COMPONENT
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />WALL
<br />10 SQ, FT.
<br />20 SQ, FT.
<br />50 SQ. FT,
<br />100 SQ�
<br />FT,
<br />500 SQ, FT.
<br />WALL
<br />+35,3 PSF I -382 PSF
<br />+33.7 PSF / -36,7 PSF
<br />+31,6 PSF / -34A PSF
<br />+30.0 PSF /
<br />-33,0 PSF
<br />+263 PSF / -293 PSF
<br />WALL
<br />+35.3 PSF / -47.2 PSF
<br />+33,7 PSF / -44,0 PSF
<br />+31,6 PSF / -39.8 PSF
<br />+30,0 PSF /
<br />-363 PSF
<br />+26.3 PSF / -29,3 PSF
<br />NOTE,
<br />ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL CONNECTIONS TO BUILDING STRUCTURE
<br />SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE,
<br />3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5,
<br />COMPONENTS AND CLADDING
<br />140
<br />Ult - ROOF NET UPLIFT SCHEDULE
<br />_
<br />MAIN ROOF (NOMINAL)
<br />ROOF
<br />DEGREES
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />10 SQ, FT,
<br />20 SQ. FT,
<br />50 SQ, FT,
<br />100 SQ, FT.
<br />> 27 TO 45
<br />+32,3/-35,3
<br />PSF
<br />+31,4/-33,5 PSF
<br />+30.2/-31,1 PSF
<br />+C 9,3/-29.3 PSF
<br />> 27 TO 45
<br />2
<br />+32,3/-412
<br />PSF
<br />+31.4/-39,4 PSF
<br />+30,2/-37,1 PSF
<br />+29,3/-35,3 PSF
<br />> 27 TO 45
<br />+32.3/-41,2
<br />PSF
<br />+31A/-39,4 PSF
<br />+30,2/-37,1 PSF
<br />+29,3/-35,3 PSF
<br />NOTEi
<br />ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST
<br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE,
<br />3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3,
<br />5 ft.
<br />(:D
<br />5 ft'
<br />I O s
<br />JOB ADDRFSS.
<br />4408 Court St.
<br />0
<br />4 f t.
<br />0
<br />4 ft. �2 4 ft.
<br />4 ft. �2
<br />�
<br />0
<br />2 2 o
<br />O 00 O 4
<br />4 ft. 4 ft. O �
<br />O 4 ft. / 5 ft. �1
<br />� 5 ft. 4 ft. �2
<br />ROOF NAILING SCHEDULE
<br />I HEREBY CERTIFY THAT I HAN'E REVIEWED THE A , AC D
<br />DESICrN AND FOUND IT TO BE IN COMPLIANCE WI.`TI THE 2 14
<br />(5TH. EDITION) FLORIDA RESIDENTAL BUILDING CO E,
<br />FEC 2014, & ASCE 7-10. J
<br />AVID W. SMITH, PE
<br />9909 VijAL.LASTON DR. LTCl PE 53608
<br />i A !352-521-0865
<br />4 ft.
<br />4 ft.
<br />•
<br />WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED
<br />TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6" O.C.
<br />AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING.
<br />RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM
<br />DIMENSIONS:
<br />1. 0,113 INCH SHANK DIAMETER.
<br />2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
<br />3. 16 TO 20 RINGS PER INCH.
<br />4. 0.280 INCH FULL ROUND HEAD DIAMETER.
<br />5. 2 INCH NAIL LENGTH.
<br />FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS
<br />HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT
<br />COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869
<br />TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE
<br />FOLLOWING MANNER:
<br />1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO
<br />AND STARTING FROM THE EAVE AND LAPPED 2 INCHES.
<br />2. END LAPS SHALL BE OFFSET BY 6 FEET.
<br />3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE
<br />OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER.
<br />R905.2.4 ASPHALT SHINGLES
<br />ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR
<br />D3464.
<br />ASPHALT SHINGLES SHALL BE RATED FOR INDICATED MIND
<br />SPEED.
<br />R905.2.4 ASPHALT SHINGLE FASTENERS
<br />FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED,
<br />STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS,
<br />MINIMUM 12 gage SHANK WITH A MINIMUM g INCH DIAMETER
<br />HEAD, ASTM F 1667, OF A LENGTT TO PENETRATE
<br />THROUGH THE ROOFING MATERIALS AND A MINIMUM OF
<br />INCH INTO THE ROOF SHEATHING. WHERE THE ROOF
<br />SHEATHING IS LESS THAN 31'INCHES THICK THE FASTENERS
<br />SLAA PENETRATE THROGH THE SHEATHING. FASTENERS
<br />SHALL COMPLY WITH ASTM F 1667.
<br />R905.2.6 ASPHALT SHINGLE ATTACHMENT
<br />ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS
<br />REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR
<br />FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE.
<br />SCALE — NTS
<br />dEET
<br />S3,
<br />a,
<br />
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