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- _1�i..I � J . l -n.1„1 i.dL�iLi.l„_.L.1LLL.1-- -- _j- -1 -I 1J l_ YIW�sf�lY�lYer ..:.. I--- - <br />_- <br />15# <br />ASPHALT FELT <br />UNDERLAYMENT <br />METAL DRIP EDGE AT RAKE <br />APPLIED OVER UNDERLAYMENT <br />USE ONLY ENOUGH NAILS TO HOLD <br />UNDERLAYMENT IN PLACE UNTIL <br />SHINGLES ARE LAID <br />R❑❑E UNDERLAYMENT APPLICATION <br />TYPICAL FOR GAF/LANDMARK SHINGLES ETC. <br />1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH <br />THE APPLICABLE PROVISIONS OF SECTION 1507, FBC, 2001 <br />2. FOR ROOF SLOPES 2:12 UP TO 4:12 UNDERLAYMENT SHALL BE <br />A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS: (SEE ABOVE) <br />FBC 1507.3.8.1 <br />3, FOR ROOF SLOPES 4:12 OR GREATER UNDERLAYMENT SHALL BE A <br />MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS: <br />STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE <br />FASHION PARALLEL TO THE EAVE, LAPPED 2" AND FASTENED <br />SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID. <br />FBC 1507.3.8.2 <br />4, DRIP EDGE: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES <br />OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES <br />EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND <br />BACK ON THE ROOF A MINIMUM OF 2 INCHES, DRIP EDGE SHALL BE <br />MECHANICALLY FASTENED A MAXIMUM OF 12" ON CENTER, <br />FBC 1507,3,8,3 <br />— 15# ASPHALT FELT <br />UNDERLAYMENT <br />9' STARTER STRIP OR <br />COURSE OF INVERTED <br />SHINGLES <br />r <br />METAL DRIP EDGE <br />AT RAKE APPLIED <br />OVER UNDERLAYMENT <br />START THIRD COURSE WITH <br />FULL STRIP MINUS FIRST <br />TAB <br />START SECOND COURSE <br />WITH FULL STRIP MINUS <br />1/2 TAB <br />START FIRST COURSE WITH <br />FULL STRIP <br />PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND <br />MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110 <br />15/32" CDX SHEATHING SHALL BE NAILED W/ 8d RS NAILS @ 6" ❑,C. <br />@ EDGES AND 8" O.C. MAX. IN THE FIELD, USE 1/2" STEEL PLYCLIPS, <br />STEEL PLYCL <br />8d RS NA <br />ROOF SHEATHING NAIL INTERIOR <br />8d NAILS (RINGSHANK) 6' O.C. <br />ROOF SHEATHING NAIL @ EDGES <br />8d NAILS (RINGSHANK) 4' O.C. <br />METAL DRIP <br />APPLIED <br />OVER SHEATHING <br />ASPHALT CEMENT <br />R❑❑SING APPLICATION <br />1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE <br />APPLICABLE PR❑VISIONS OF SECTION 1507 FBC AND THE <br />MANUFACTURERS INSTALLATION INSTRUCTIONS. <br />2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF <br />2:12 OR GREATER, FOR ROOF SLOPES FROM 2:12 UP TO 4:12 <br />DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED, <br />3, UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL <br />CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1 <br />FBC 1507.3,3 <br />4, SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225 <br />OR ASTM D3462. <br />FBC 1507.3,4 <br />5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, <br />AND COMPLY WITH ASTM D225 OR ASTM D3462, <br />FBC 1507,3,5 <br />6, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS <br />STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH <br />SHANK WITH A MINIMUM 3/8" DIAMETER HEAD, ❑F A LENGTH TO PENETRATE <br />THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE <br />ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK <br />THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. <br />FBC 1507.3.6 <br />7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR <br />FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS <br />OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH <br />ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95, <br />FBC 1507.3.7 <br />PLYWOOD NAIL PATTERN (RO❑E) <br />rA� <br />o <br />O <br />A <br />O <br />O <br />O <br />O <br />O <br />� <br />� <br />O <br />EXISTING STRUCTURE <br />LEGEND <br />HETA20 <br />UPLIFT CONNECTION - SIMPSON STRONG -TIE <br />MASONRY APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />HETA16 <br />1365 <br />335 <br />11-10d X 1-1/2" <br />1901.15 <br />A <br />HETA20 <br />1890 <br />335 <br />16-10d X 1-1/2" <br />1901,16 <br />B <br />HTT16 <br />3480)K <br />18-16ol <br />503.20 <br />HTT22 <br />5260w <br />32-16d Sinkers <br />503.21 <br />LGT2 <br />2150 <br />16-16d Sinkers & <br />7-1/4' x 2-1/4" Titen <br />1423.13 <br />LTT19 <br />1205)K <br />8-16d Sinkers <br />474,220 <br />r___t(TT131 <br />2185)K <br />18-10d X 1-1/2" <br />474,222 <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU, <br />NOTE; <br />ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS <br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE <br />MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS <br />APPROVED BY THE ENGINEER OF RECORD, <br />THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS <br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD <br />MATCH TO EXISTING ROOF PITCH <br />