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5016 18th St
Zephyrhills
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5016 18th St
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Last modified
2/26/2025 8:52:43 AM
Creation date
2/18/2025 3:20:37 PM
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Building Plans
Street #
5016
Location
18th St
Contractor
Jeff Dixon
Building Plans - Permit #
Unknown
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0 <br />O 4 ft. <br />5 ft. <br />O O O <br />4 ft. O <br />4 ft. O 4 ft. <br />4 ft. D O O <br />O 2 4 ft. <br />Oft. <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. 2 <br />ROOF NAILING <br />1 /4"=1'-0" <br />2017 FBCR TABLE R301.2 <br />COMPONENTS AND CLADDING - EXP. "B" <br />140 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 />+19.4/-21,0 <br />PSF <br />+18.8/-20.0 PSF <br />+18,1/-18,0 PSF <br />+17.6/-17,0 PSF <br />> 27 TO 45 <br />O <br />+19,4/-24,0 <br />PSF <br />+18.8/-23,0 PSF <br />+18,1/-22.0 PSF <br />+17.6/-21,0 PSF <br />> 27 TO 45 <br />O <br />+19,4/-24,0 <br />PSF <br />+18,8/-23,0 PSF <br />+18,1/-22.0 PSF <br />+17.6/-21.0 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 />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 />R905.2.2 UNDERLAYMENT APPLICATION <br />UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING <br />METHODS: <br />2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS <br />HORIZONTAL (33% SLOPE) OR GREATER, UNDERLAYMENT SHALL <br />COMPLY WITH ASTM D 226, TYPE II OR TYPE IV OR ASTM D 6557 AND <br />SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. <br />UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO <br />AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH <br />1-INCH ROUND PLATIC CAP, METAL CAP NAILS OR NAILS AND <br />TIN -TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED <br />ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER <br />SPACING OF 12 INCHES O.C., AND ONE ROW AT THE OVERLAPS <br />FASTENED 6 INCHES O.C. SYNTHETIC UNDERLAYMENT SHALL BE <br />FASTENED IN ACCORDANCE WITH THIS SECTION AND THE <br />MANUFACTURER'S RECOMMENDATIONS. END LAPS SHALL BE OFFSET BY <br />6 FEET. <br />3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED <br />WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN <br />SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING <br />SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br />R905.2A 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 [NGLE 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 SH [NGLE 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 1T TO BE IN <br />COMPLIANCE WITH A= 7-10, & FBC 2017 <br />(6TH. EDITION). <br />BYATE OF �` <br />••� <br />IONA%-� <br />MillO <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />Plans By <br />Larry deMontnolfin <br />90 Country Club Lase <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.E.D. <br />REVISION: <br />DATE: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />501618th. STREET <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />HOUSE PLAN <br />ROOF NAILING <br />DWG, BF-001-A8 REV.0 <br />
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