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SVR Lot 5 Block 2 <br />NO SHEATHING MAX. <br />JOINT HERE <br />2X6 w/ (2) ROWS OF 12d NAILS @ <br />12" STAGGERED (EACH ROW) <br />2x6 SPF SUB FASCIA <br />2X4 SPF BLOCKING ® 32" O.C. <br />%" 3-COAT STUCCO FINISH. <br />APPLIED PER ASTM C 926 <br />STUCCO STOP WHEN APPLICABLE <br />GALV_ 'L' FLASHING SET IN ASPHALT SEALANT <br />z <br />`V ATTACH EACH PRE-ENG. MONO TRUSS <br />TO FLAT CHORD OF STRUCTURAL GABLE <br />w/ (3) 12d TOENAILS. <br />ROOF SHINGLES (SEE PLAN) <br />2X6 SPF <br />SUBFASCIA <br />SEE PLAN FOR SETBACK <br />PRE-ENG. GABLE TRUSS (SEE TRUSS <br />ENG.) <br />A BOSTON HIP FRAMING <br />S-6J SCALE: N.T.S. <br />TRUSS ANCHOR <br />SEE ROOF <br />FRAMING PLAN <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />FLORIDA RESIDENTIAL CODE (FRC) & <br />FLORIDA BUILDING CODE (FBC) (w/ <br />05 & 06 SUPPLIMENT), AND ASCE 7-02 <br />ALL OTHER DESIGN ELEMENTS ALL BE <br />THE RM§T§T§ LgNi'''�_' , Nft�OR <br />2004 53rc A'� _ _ Z3 203 <br />CERTIFICA:fE_ GF :" ,0Q; n 298 <br />L. JASON BERGW 008 DATE <br />PE# <br />Cn <br />UQ <br />W <br />O <br />W <br />w <br />U <br />J <br />N <br />= <br />Q <br />W <br />c� <br />N <br />W <br />2 <br />e <br />0 <br />Z <br />O <br />a <br />z 2 <br />0 <br />m <br />• .� <br />O <br />s <br />a <br />S-6 <br />J <br />