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V 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 />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 />O.C.. BETWEEN TRUSSES UNDER <br />WINDOW JAMB CONDITIONS <br />MIN. (2) 2x6 W/ USP JUS26-21F <br />EACH END <br />DOUBLE 2X— <br />TOP PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4 _ V-011 <br />2ND FLOOR STUDS <br />SEE 5/D2 <br />2X BASE PLATE <br />CANTILEVERED <br />FLOOR TRUSS <br />MAX. 8" CANTILEVER <br />USP MTW12 EACH FLOOR <br />TRUSS TO 1 ST FLOOR WALL <br />BELOW <br />1ST FLOOR STUDS <br />SEE 5/D2 <br />CANT. FLOOR TRUSS <br />a@ 2 STORY WALL 41 <br />SCALE: 3/4" = 1 r-0" <br />c� <br />C <br />C%1 <br />-0 <br />:3- W <br />® <br />� t 0 <br />CS <br />-�co <br />cc O L 'U) <br />CV L <br />V) Occ <br />Q N Y <br />3 � w <br />E t <br />W a <br />Cr--,- — <br />3 3 <br />� W <br />�. cu <br />c E <br />v <br />�`."�+,\\�8�1tt16(OltllplJgi <br />Wty <br />�R0 <br />�.+s•�,asE <br />•. <br />d <br />•° <br />:. <br />Cam`s <br />O <br />E L <br />�?OFESSXp't�` <br />o`e <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply <br />with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature <br />and seal. <br />NN <br />W.0 Amok <br />Q <br />o <br />8 <br />,+ <br />V <br />0 <br />o <br />" 6 OF N r <br />of <br />=�� N <br />Cnhr� . <br />Q <br />N M V 2S L W <br />C J Z LL <br />L1 5 a <br />ci <br />J W <br />(0 C O <br />W <br />L @ Z <br />70, 0 o <br />LL Z <br />�n�6j6' m <br />N Z ¢ J <br />OU <br />ZN <br />< � <br />W <br />❑❑ <br />m <br />z N M <br />o g <br />z N <br />z o � <br />� <br />N <br />N <br />z a <br />c� <br />N <br />o <br />L <br />'�• <br />(� <br />W <br />m <br />Uin <br />— <br />O <br />W o <br />Una <br />c <br />W J <br />U o <br />C `/) Y <br />N m <br />O <br />w <br />w <br />M <br />o <br />co E <br />aR <br />OCU <br />o� <br />wz <br />z® <br />X O <br />¢ <br />10 <br />O <br />O E <br />N <br />a <br />z <br />woo <br />az <br />z <br />L <br />o <br />C/) C <br />�y <br />U <br />Orr <br />z <br />y O <br />Q W <br />f ) <br />(0 <br />of <br />30 <br />a <br />W <br />w� <br />nw <br />o <br />¢ <br />�o <br />� <br />w <br />= <br />oo <br />rf <br />ozI¢ <br />� <br />.N T <br />Z <br />L i <br />LO <br />rn <br />CU <br />Q <br />U <br />O <br />O <br />J <br />r <br />Y <br />r <br />U) m <br />N <br />L i <br />c� <br />C7 N <br />O <br />N_� <br />C) <br />L ^ i <br />CM <br />Cy')Q <br />oo <br />M <br />E <br />E <br />Z <br />c6 <br />Z <br />=3 <br />E O <br />(n <br />n <br />E <br />U <br />v 75 <br />Q p <br />JOB <br />NO: <br />22-09412 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D3 <br />