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--r— — 2ND FLOOR STUDS <br />USP LSTA36 STRAPS SEE 5/D2 <br />EXTERIOR SHEATHING ATTACHED TO FLOOR <br />ATTACHED PER TRUSS /BLOCK OR 2X BASE PLATE <br />V—NAILING <br />2x4 STUDS W/ USP <br />SCHEDULE RIBBONS CANTILEVERED <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />FLOOR TRUSS <br />INFO. <br />M .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 />I <br />GIRDER BELOW @ 16" PROVIDE SOLID BLOCK <br />O.C. BETWEEN TRUSSES LINDE <br />WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR <br />IM <br />TRUSS TO 1 ST FLOOR WALL <br />MIN. (2) 2x6 W/ USP JUS26-21F <br />BELOW <br />EACH END <br />DOUBLE 2X ----/ <br />TOP PLATE 1 ST FLOOR STUDS <br />16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />'CONNECTION r2 2 <br />SCALE: 3/4" = V-0" 1\,� <br />cri <br />CjD <br />C*1 <br />C5T <br />L0 <br />3; <br />:z <br />(90 <br />P1 <br />L0 <br />LO <br />C`4 <br />01) <br />CD <br />LO <br />9 <br />1 <br />E <br />1.2 <br />13 <br />E <br />4? <br />.2 <br />L= <br />C14 <br />iE <br />T <br />1% <br />CANT. FLOOR TRUSS <br />@ 2 STORY WALL r4 <br />SCALE: 3/4" V-0" <br />CU <br />Cx C= <br />Li- <br />tt (= <br />as C= <br />C14 <br />to <br />Qx <br />Co <br />C, <br />0 <br />.......... <br />lb <br />41 <br />4 FLO <br />0 F E S I 0�% <br />fill/ I I I I I I % I \\\\\\ <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications oDntained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and Seal 13 only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />in <br />W <br />E <br />8 <br />N <br />(n pu�, I.- <br />UL, <br />z zo <br />IL <br />ILW <br />a 04 <br />z (n <br />IN <br />QD v <br />2f <br />FZ- <br />Cz <br />(Z LU <br />U <br />0 <br />un <br />Ln <br />03 <br />0 <br />< C, <br />cl� <br />E <br />0 <br />05 <br />0 <br />E <br />01 <br />�O <br />z0 <br />W <br />C9 <br />0- 1 <br />W <br />.2 <br />0 <br />.0 -r— <br />Lr) <br />LO <br />La <br />W <br />0 <br />co CY) <br />j <br />CY) <br />Cr C) <br />C) <br />U) 22 <br />M <br />LO <br />< <br />0 C") <br />0) <br />C14 <br />CN <br />cle) <br />U') <br />Cv") <br />E <br />CV) <br />0 <br />M <br />z <br />E 04 <br />E <br />C <br />0 'D M <br />< a 1 <br />0 <br />-.1 <br />JOB <br />NO: 23-00518 <br />SCALE : AS NOTED <br />SHEET NO. <br />D3 <br />�1- <br />