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I I - --L- I I I 1 L' q1jr,11 II_ 1 + ' I '1 <br />-L - <br />TABLE R3012 FBCR 2017 <br />COMPONENTS AND CLADDING <br />140 Ult <br />- ROOF NET UPLIFT <br />SCHEDULE EXP. "B" MEAN ROOF HEIGHT <br />= 30' <br />MAIN ROOF (N❑MINAL) <br />ROOF <br />DEGREES <br />ZONE <br />EFFECTIVE WIND AREA <br />10 SQ. FT. <br />20 SQ, FT, <br />50 SQ. <br />FT, <br />100 SQ. FT. <br />> 7 TO 27 <br />O <br />+12.2/-19.0 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 />O <br />+12.2/-33,0 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 />O <br />+12.2/-49,0 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 />2 4 ft. <br />r--------- ---------------------------------------------------- ------------- --------------- --------- <br />--- ----------------------- -------- ---------- ---------------- ------------------------------ ---- ------------- -- <br />i /J <br />i <br />i <br />5 ft. <br />2 <br />4 ft. <br />2 <br />----------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- ------------� <br />4 ft. <br />4 f t.4 f t. 2 , <br />1 2 <br />2 <br />------------------------ - --------- - --- - ----- - ---------------- - ----- - ----- - ------------------ - -- - ----- - ------------------ ----- -------------------- - - ------------------ - --------- - -- 1\ 4 ft. <br />4 ft& <br />4 f t. <br />5ft. <br />4 ft. 4 ft. <br />-------------------------- ----- - ------------------------------------- j ------- - - ---------------- <br />IL----------------- - ------------------------------- - ------------------------------ - ----------------------------------------------------- <br />2 <br />5 ft. 5 ft. 4 ft. 4 f t� 2 <br />R❑❑E NAILING SCHEDULE <br />100903.2.3.1 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 I , 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 />J. 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 />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 />a IV'0 63 Q <br />II <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: I DATE: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />COURT ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />TRI-PLEX PLAN <br />ROOF NAILING & NOTES <br />DWG. MM S3 REV. 0 <br />