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r USP LSTA36 STRAPS - <br />EXTERIOR SHEATHING ATTACHED TO FLOOR <br />ATTACHED PER TRUSS /BLOCK OR <br />2x4 STUDS W/ USP NAILING SCHEDULE RIBBONS <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />2ND FLOOR STUDS <br />SEE 5/D2 <br />2X BASE PLATE <br />CANTILEVERED <br />FLOOR TRUSS <br />MAX. 8" CANTILEVER <br />2x CONT. RIBBONS W/ (4) 16d <br />2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING <br />USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE <br />MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM <br />GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING <br />xx Q.C. BETWEEN TRUSSES UNDER <br />WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR <br />MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL <br />EACH END BELOW <br />-- - --- - -- - -- -- - DOUBLE 2X <br />TOP PLATE 1ST FLOOR STUDS <br />16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION —4F <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = 1'-0" <br />3 <br />rx <br />Q <br />N <br />M <br />lr) <br />Lc) <br />`v <br />v- <br />0 <br />00 <br />N <br />0 <br />Z' <br />00 <br />M <br />O <br />I <br />N <br />Q <br />N <br />M <br />LO <br />L <br />v <br />Cr <br />V) <br />0 <br />00 <br />CD <br />Z. <br />00 <br />IM <br />O <br />I <br />2 <br />V) <br />0 <br />c <br />'i <br />H <br />QN <br />�V <br />O <br />d <br />E <br />H <br />E <br />C <br />N <br />EZ <br />E <br />U <br />v <br />c <br />-3 <br />CAI <br />U <br />N <br />.o <br />U <br />a <br />L <br />Z <br />y <br />v <br />/ <br />0 <br />U <br />J <br />N <br />fZ <br />N <br />N <br />N <br />0 <br />0 <br />a <br />O <br />N <br />r�J <br />0 <br />Q <br />CANT. FLOOR TRUSS <br />aC� 2 STORY WALL 41 <br />SCALE: 3/4" = 1'-0" <br />j ..gam <br />V <br />CX <br />--j <br />� <br />X <br />M U-` a <br />-w, <br />_J�"gQ <br />U) <br />a <br />> <br />� <br />M W 0 a <br />C: U �,• <br />L <br />7 > 6~ W <br />CV <br />CV <br />O <br />CV <br />CN <br />CV <br />04 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />W a Oq E Co <br />C 00O m m <br />� <br />O N N � J <br />N m G LL <br />� J <br />O 00 L <br />— a? Co <br />Loua <br />N y r- rZ w <br />Qd M ov 2Sz a Y <br />0 LL U. d LU <br />,n <br />Z L 00 S <br />(6 <br />Lr. O J <br />W��07°) <br />Z 00 a <br />LC N MZ WD O <br />ZODU�vvi <br />W ❑ ❑ ❑ <br />7 z N M <br />O � <br />z <br />Q� <br />� o <br />Q <br />Q V: <br />CL � <br />M <br />N z <br />fBLLJY` <br />ij— <br />O �, o <br />Y� <br />c� a <br />w M <br />�- -' E <br />L <br />w N <br />'ll U) ry <br />0 <br />C <br />w <br />o <br />Q E <br />�� <br />Lu <br />� <br />as <br />_ ® <br />9 06 <br />2� <br />¢a <br />00 <br />O <br />O <br />O <br />N <br />Wz <br />o <br /><z <br />wz <br />d L <br />y <br />m0 <br />Z LL <br />^ <br />ym <br />QW <br />rn <br />< <br />z <br />ZO <br />4) <br />d <br />LL <br />b <br />e <br />ap <br />oz <br />M,� <br />r3 <br />�w <br />r� <br />O <br />O <br />ni I <br />g <br />= <br />y0 <br />L/ <br />N <br />cc <br />^,V) <br />^, <br />F <br />i <br />00 <br />co <br />0C), <br />O <br />Y <br />V / <br />/� <br />W <br />Ib <br />Q <br />�J <br />O N <br />I <br />N <br />N <br />N <br />.S� <br />N <br />fO+n <br />C'M <br />Q N <br />T— <br />ui <br />E <br />w N <br />c <br />o <br />Z <br />m <br />z <br />id <br />E O w <br />cc <br />E -0 <br />U 0 <br />a <br />Q p� <br />JOB <br />NO: 22-02388 <br />SCALE : AS NOTED <br />SHEET NO. <br />D3 <br />