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NOTE: <br />ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL C❑NNECTI❑NS 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 />5 ft. <br />( 3) <br />( 3 ) <br />5 ft. <br />COMPONENTS AND CLADDING <br />140 <br />Ult - ROOF NET UPLIFT SCHEDULE <br />ROOF <br />DEGREES <br />ZONE <br />MAIN ROOF (N❑MINAL) <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 />O <br />+32,3/-35,3 <br />PSF <br />+31,4/-33.5 PSF <br />+30.2/-31,1 PSF <br />+29.3/-29,3 PSF <br />> 27 TO 45 <br />O <br />+32,3/-41,2 <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 />3O <br />+32.3/-41,2 <br />PSF <br />+31,4/-39.4 PSF <br />+30,2/-37,1 PSF <br />+29,3/-35,3 PSF <br />NOTE: <br />R❑❑FING 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 />0 <br />4 ft. <br />4 ft. <br />O <br />O 4 ft. <br />4 ft. <br />O <br />0 <br />0 <br />�O O ; O <br />�L ft. 4 ft.�O <br />5 ft. O O 5 ft. <br />ROOF NAILING SCHEDULE <br />4 ft. <br />4 ft. <br />4 ft. <br />4 ft. <br />T <br />4 ft. <br />R8O3.2.3.1 SHEAT ING FASTENING <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 />R905.2.7 UNDERLAYMENT APPLICATION <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 WIND <br />SPEED. <br />R9051A 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 $ INCH DIAMETER <br />HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE <br />THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4 <br />INCH INTO THE ROOF SHEATHING. WHERE THE ROOF <br />SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS <br />SLAA PENETRATE THROGH THE SHEATHING. FASTENERS <br />SHALL COMPLY WITH ASTM F 1667. <br />R9O5.2.6 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 />