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11
<br />COMPONENTS AND CLADDING
<br />140 Ut t DESIGN WIND PRESSURE FOR WALLS, DOORS & 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. FT,
<br />500 SQ< FT.
<br />WALL
<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 / -33,0 PSF
<br />+26.3 PSF / -29,3 PSF
<br />WALL
<br />+353 PSF I -47.2 PSF
<br />+33.7 PSF / -44.0 PSF
<br />+31,6 PSF / --39,8 PSF
<br />+30,0 PSF / --36,7 PSF
<br />+26.3 PSF / -29,3 PSF
<br />NOTE
<br />ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SMALL 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 r❑VERNS FOR ZONE 5,
<br />C❑MP❑NENTS AND CLADDING
<br />140
<br />ULt - ROOF NET UPLIFT SCHEDULE
<br />MAIN ROOF (NOMINAL)
<br />ROOF
<br />DEGREES
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />10 SQ, FT,
<br />20 SQ, FT.
<br />50 SCE, 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 />+29,3/-29,3 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 />+293/-35.3 PSF
<br />> 27 TO 45
<br />+32,3/-412
<br />PSF
<br />-
<br />+31,4/-39,4 PSF
<br />------------------ - ------------ -- ----
<br />+30,2/-37,1 PSF
<br />------- -------------------- ----
<br />+29,3/--35,3 PSF
<br />N❑TEi
<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 />�2 4 ft.
<br />5 ft.
<br />0 0 0
<br />�4 ft. CO
<br />4 ft. � 4 ft.
<br />4 ft. 2 O
<br />0
<br />Q 2 4 ft.
<br />-� Q 2
<br />ft.
<br />1 2 2 �
<br />5 ft. O � � 4 ft.
<br />O 4 ft. 4 ft.
<br />�2 4 ft. 5 ft. � O 5 ft. 4 ft. 2�
<br />ROOF NAILING SCHEDULE
<br />R.803.2.3.1 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 />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 SH.INGLE FASTENERS
<br />FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED,
<br />STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING MAILS,
<br />MINIMUM 12 gage SHANK WITH A MINIMUM a INCH DIAMETER
<br />HEAD, ASTM F 1667, OF A LENGHT 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 3.,,INCHES THICK THE FASTENERS
<br />SLAA PENETRATE THROGH THE SHEATHING. FASTENERS
<br />SHALL COMPLY WITH ASTM F 1667.
<br />905.2.6 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 />dEET
<br />S3 .
<br />SCALE — NTS
<br />
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