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SVR Lot 6 Block 2 <br />1 /2" x 8" V BOLT 0 24" <br />O.C. VERTICAL SPACING. <br />SEE TRUSS LAYOUT FOR <br />DOUBLE TOP SPF PLATE LAP SPLICE JOINTS TRUSS CONNECTORS <br />48" (MIN.) w/ (15) 16d NAILS II II Z <br />SIMPSON SPH w/ (12) 10d NAILS TYP. <br />2 X 4 (MIN.) STUD GRADE OR 2x- SPF STUD SEE PLAN <br />BETTER STUDS ® 16" O.C. FOR WALL SIZE <br />II <br />Hlx8 PT BUCK <br />2X_ SPF MID -POINT BLOCKING TYP. <br />V Z_ <br />5/8"0 x 8" SIMPSON TITEN HD ANCHORS <br />18" O.C. FOR BEARING WALLS WITHOUT <br />A SLAB STEPDOWN <br />HEIGHT <br />VARIES <br />1 /2" x 8" V BOLT <br />® 24" O.C. VERTICAL <br />SPACING. 2x- SPF STUD <br />1x8 PT BUCK SEE SHEET 1 <br />P�_7K FOR WALL SIZE <br />10E]II00I!0011u <br />EXTERIOR <br />REINFORCED CELL <br />SEE FOUNDATION PLAN FOR FOOTING SIZE <br />LOAD BRG. FRAME TO MASONRY ATTACHMENT DETAIL <br />SCALE: N.T.S. <br />TOP VIEW <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 AS 7-02 <br />ALL OTHER WHSM04t �4EOI NG, IN <br />THE RESPONS26NOWUr _ �P�203 <br />CERTIFI T HORIZATION # 929 <br />L. JASON BERGER P. C 17 mpq <br />PE#�A 0LL W. PEARMAw PE# 44099 <br />L. JASON BERGER PE# 64003 <br />CAROM PF# Read <br />� <br />O <br />W <br />Q J <br />N <br />2 <br />/ F_ <br />V W <br />Z Q <br />(� <br />a <br />ti <br />Z <br />W W <br />o <br />03 <br />O_ UUJI <br />3 <br />Q <br />• r� <br />Z <br />s <br />a <br />SHEET NO. <br />