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02 4 ft. <br />5 ft. <br />O � O <br />4 ft. 2 <br />4 ft. 02 4 ft. <br />4 f t � O O <br />O 2 4 ft. <br />�,,��1 Ofr. <br />5 ft. O �J �`J O 4 ft. <br />O 4 ft. 4 ft. O <br />O 4 ft. 5 ft. � O 5 ft. 4 ft. 20 <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 />R905.2.2 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 />R9051.4 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 />R905.2A 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 $ 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 />roN s <br />.: <br />E NSF...2'� ®i <br />e .0, <br />53608 : _ w <br />TE OF e: rr <br />�` � � <br />F� ►C1 .° 'sue <br />UAL <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: 02-15-18 <br />DRAWN BY: L.E.D. <br />REVISION: <br />DATE: <br />R-1 <br />R- 2 <br />R- 3 <br />R- 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />5023 SUMMER HILL DR <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />HOUSE PLAN <br />ROOF NAILING <br />DWG. 2WB=6 REV. 0 <br />