Laserfiche WebLink
I HEREBY CERTIFY THAT I IIAVE REVIEWED <br />THIS PLAN AND FOUND IT fO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />6TH. EDITION. <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 11 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 J; , 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 />R905.2.4 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 <br />INCH INTO THE ROOF SHEATHING. WHERE THE ROOF <br />SHEATHING IS LESS THAN 34 )) 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 />V E <br />....... AV <br />Oc E'1Vi*-..!' <br />No- 5360,9 <br />no- <br />0/i I/ I <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 />Mulbeny, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-18 <br />DRAWN BY: LE.D. <br />REVISION: <br />DATE: <br />Rr 1 <br />Rr 2 <br />Rr 3 <br />Rr 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />5130 20TH. ST, <br />ZEPHYRHILLS, FL 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />HOUSE PLAN <br />ROOF NAILING <br />DWG. WB=6 REV. 0 <br />