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COMPONENTS AND CLADDING <br />140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS <br />& <br />WIND❑WS (N❑MINAL) <br />COMPONENT <br />ZONE <br />EFFECTIVE WIND AREA <br />WALL <br />10 SQ. FT. <br />20 SQ. FT, <br />50 SQ. FT, <br />100 <br />SQ. <br />FT, <br />500 SQ. FT, <br />WALL <br />O <br />+35.3 PSF / -38.2 PSF <br />+33.7 PSF / -36.7 PSF <br />+31.6 PSF / -34.6 PSF <br />+30.0 PSF <br />/ <br />-33.0 PSF <br />+26,3 PSF / -29.3 PSF <br />WALL <br />5O <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 />/ <br />-36.7 PSF <br />+26.3 PSF / -29.3 PSF <br />N❑TE1 <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 />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 />2� <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 />+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 />02 4 ft. <br />5 ft. <br />O O O <br />�4 ft. O <br />4 ft. 2O 4 ft. <br />4 ft. 2 O O <br />O <br />O 2 4 ft. <br />2 <br />ft. <br />1 2 2 1 <br />5 ft. O � � O 4 ft. <br />O 4 ft. 4 ft. O <br />O 4 ft. 5 ft. O O 5 ft. 4 ft.O2 <br />ROOF NAILING SCHEDULE <br />R803.2.3.1 SHEATHING 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 />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 8 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 />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 />