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SVR Lot 6 Block 2 <br />16d TI <br />0 4• <br />B( <br />E) <br />OF <br />X-OUT <br />N/ <br />TYP. <br />IDS <br />ES <br />ITS12 W/14-10d NAILS <br />TO GIRDER TRUSS BEL <br />i SIDE) 1-1 <br />(3) 16d TOENAILS STUD <br />TO BOTTOM PLATE— <br />(3) 16d NAILS <br />BOTTOM PLATE <br />TO BLOCKING- <br />2x4 SPF BLOCKING 0 16• <br />wA3) 16d 0 EA. END — <br />1 1 SECTION DETAIL <br />S40 SCALE: N.T.S. <br />(SEE Sm Q R Y FRAMED <br />2x4 SPF STUDS 0 16. O.e <br />U.N.O. wA3) 16d TOENAILS <br />* do BOTTOM <br />KNEEWALL <br />1/2" COX OR 7/16. O.S.B. FASTENED <br />.. OF 6/ NA 0/CEDGES, AND 8C 0/C FlELDES� <br />TOP CHORD wA4) 16d BLOCK ALL SEAMS 0 SHEAR WALLS <br />TOENAILS EACH END <br />A DORMER KNEEWALL ATTACHMENT DETAIL <br />S4F SCALE N.T.S. <br />Od - 3. O.C. <br />18 <br />2x4 RIDGE BLOCKING wA3) 16d <br />TOENAILS PER SIDE <br />SIMPSON H10 W/ <br />(8) 8d NAILS TYP. <br />ENG. DORMER TRUSSES 0 <br />24' O.C. <br />SIMPSON SPH W/ (12) 10d NAILS <br />ON INSIDE WALL, TYP. <br />DOUBLE 2•x4• TOP PLATE FASTEN <br />TO TRUSS w/ H10 INTERIOR AND (3) <br />16d TOENAILS EXTERIOR <br />EXTERIOR WALL <br />INTERIOR WALL <br />FASTEN KNEEWALL TO GIRDER <br />TRUSS w/ (1) LSTA18 (MIN) <br />0 EACH STUD (TYP.) <br />REVIEWED FOR COMPLIANCE WITH THE <br />2•x4• SPF BOTTOM PLATE w/ 1Od WIND LOAD PROVISIONS OF THE 20 <br />O 3. O.C. INTO GIRDER BELOW FT SI f TING. <br />(INSIDE) SEE SECTION ej O` S�i�i t" 2 <br />S4F ALCS"ffg 10W1# 9 <br />THE RESPON T ONTRACTOR <br />2007 <br />L. JASON B GER����DATE <br />HARO W4 ARMAN PE# 4409 <br />L. JASON BERGER PE#L• JASON BERGER PE# 64003 <br />RENATO A. CAROM PE# 64764 <br />U) <br />w <br />W <br />Q <br />ww <br />w <br />2 <br />W <br />7 <br />i <br />w <br />L <br />W <br />Cqd� <br />i <br />0 <br />o <br />a <br />�, <br />3 <br />s <br />O <br />u- <br />g <br />a <br />SHEET NO. <br />S-4 <br />F <br />