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SVR Lot 1 Block 2 <br />NO SHEATHING 6" 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. V 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 />d <br />SEE PLAN FOR SEFBACK <br />PRE-ENG. GABLE TRUSS (SEE TRUSS <br />ENG.) <br />A BOSTON HIP FRAMING <br />S-6� 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 SUPF�INhl9WNE0QINMFNG7& <br />ALL OTHER DESIW4&EMWT6 B81N <br />THE RESPONSIBUNIRWATII£-I�F A <br />JAN <br />L. JASON BERGER, P.E. / <br />PE# 64EASON Bi <br />NG, I <br />342 <br /># 91, <br />R PE# 64003 <br />V] <br />� <br />E <br />Q <br />O <br />W <br />w <br />U) <br />J <br />N <br />= <br />LU <br />F- <br />LU <br />a <br />a <br />0 <br />z <br />o_ <br />_ <br />Cid0 <br />Z <br />O <br />a <br />z <br />o <br />On <br />m <br />•� <br />O <br />5 <br />a <br />SHEET NO. <br />S-6 <br />J <br />