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R803.2.3.1 SHEATHING FASTENING
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THIS PLAN AND FOUND IT TO BE IN
<br />COMPLIANCE WITH ASCE 7-10, & FBC 2017
<br />(6TH. EDITION).
<br />TABLE R301,2 FBCR 2017
<br />COMPONENTS AND CLADDING
<br />140 Ult
<br />- ROOF NET UPLIFT
<br />SCHEDULE EXP, "B'" MEAN ROOF HEIGHT
<br />= 30'
<br />ROOF
<br />DEGREES
<br />ZONE
<br />MAIN ROOF (N❑MINAL)
<br />EFFECTIVE WIND AREA
<br />10 SQ,
<br />FT.
<br />20 SQ. FT.
<br />50 SQ. FT,
<br />100 SQ. FT.
<br />> 7 TO 27
<br />O
<br />+12,2/-19,0
<br />PSF
<br />+11,1/-18,0 PSF
<br />+10,0/-18,0
<br />PSF
<br />+10,0/-17,0 PSF
<br />> 7 TO 27
<br />2
<br />+12,2/-33,0
<br />PSF
<br />+11,1/-31,0 PSF
<br />+10,0/-27,0
<br />PSF
<br />+10,0/-24,0 PSF
<br />> 7 TO 27
<br />O3
<br />+12,2/-49,0
<br />PSF
<br />+11,1/-46,0 PSF
<br />+10,0/-42,0
<br />PSF
<br />+10,0/-39,0 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 />D 4 f t.
<br />-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
<br />j
<br />5 f t.
<br />2
<br />(D
<br />/
<br />4 f t2
<br />I � i
<br />------ - --------------- - - --- - -- - ---- - - ---------------- - ------------ - ft.
<br />/,//
<br />4 ft. 2 ;
<br />1 2
<br />4 f t. 2
<br />----------------------------- - - -------------- - ------------ - - - ------ - -- - ----------------- - ----- - - - ---------- ----------- - --------- - - ------------ - ------ 2
<br />4 ft.
<br />I � 4 ft.
<br />I
<br />2 2 .
<br />4 f t
<br />5 f t
<br />4 ft. 4 f t
<br />----- - -------------------- L --- - ----- - --- - -------------------------- ---------------------------
<br />L----------------------------------------------------------------------------------- -----------------------------—---—-----------------
<br />2 4 ft. 5 ft. 5 f t 4 ft. 2
<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 11, 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 SAVE 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 />9111,1 11
<br />�p
<br />PROFESSIONAL ENGINEER SEAL
<br />ENGINEER OF RECORD
<br />David W. Smith P.E.
<br />FLORIDA LICENSE NUMBER: 53608
<br />Plans By:
<br />Larry deMontmollin
<br />90 Country Club Lane
<br />Mulberry, Fl. 33860
<br />Phone: (863)397-7525
<br />DATE: 11-18-18
<br />DRAWN BY: L.E.D.
<br />REVISION:
<br />R01
<br />RO 2
<br />RO 3
<br />iTeX
<br />�
<br />DATE:
<br />PROJECT ADDRESS:
<br />BUTTERFIELD INVESTMENTS, INC.
<br />COURT ST.
<br />ZEPHYRHILLS, FL. 33542
<br />CONTRACTOR:
<br />JOEL BAILEY
<br />TRI—PLEX PLAN
<br />R❑❑E NAILING SCHEDULE
<br />ROOF NAILING &NOTES
<br />DWG. WB-S3 REV. 0
<br />
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