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SVR Lot 6 Block 2 <br />NO SHEATHING 6 MAX. <br />JOINT HERE <br />2X6 w/ (2) ROWS OF 12d NAILS <br />12" STAGGERED (EACH ROW) <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 />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 JMM , INC. <br />05 & VMT PL5IW RI E342T030: <br />ALL OTMRI500A E kgf <br />THE RURi RISCIANI, ONTRACTO <br />L. JASOaqS18 <br />�KRMAN PE1444i199 <br />L <br />L. RGER PE# 64003 <br />RENATO A. CAROTTI PE# 64764 <br />» <br />� <br />Q <br />> <br />w <br />.J <br />N <br />LU <br />W <br />Lj <br />z <br />o <br />Cid0 <br />3 <br />Z <br />0 <br />s <br />m <br />•� <br />O <br />s <br />a <br />SHEET NO. <br />S-6 <br />J <br />