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USP LSTA36 STRAPS - <br />EXTERIOR SHEATHING ATTACHED TO FLOOR <br />ATTACHED PER TRUSS /BLOCK OR <br />SPT22 @BASE SEE <br />2x4 STUDS USP NAILING SCHEDULE RIBBONS <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/ <br />NAILS OR 2x4 CONT. BLOCKING <br />USP LSTA30 OR <br />W/ (2) 16d TOENAILS EACH SIDE <br />MTW12 TO FLOOR <br />EACH END TYP. TOP 8r BOTTOM <br />�' <br />GIRDER BELOW @ 16" <br />PROVIDE SOLID BLOCKING <br />T <br />x <br />O.C. <br />BETWEEN TRUSSES UNDER <br />WINDOW JAMB CONDITIONS <br />USP MTW12 EACH FLOOR <br />MIN. (2) 2x6 W/ USP JUS26-21F <br />TRUSS TO 1ST FLOOR WALL <br />EACH END <br />BELOW <br />DOUBLE 2X <br />TOP PLATE <br />1ST FLOOR STUDS <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE 5/D2 <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = 1'-0" <br />CANT. FLOOR TRUSS <br />@ 2 STORY WALL 41 <br />SCALE: 3/4" = 1'-0" <br />CO <br />ev <br />CIA <br />tN <br />0 <br />ca - <br />� W <br />o <br />a� o <br />cc w N <br />.o m x <br />G N. f1 <br />Cco� <br />,� tL <br />C =Q <br />�o <br />Co <br />o <br />d <br />a <br />�Illliil <br />Q <br />O Q <br />=�F <br />1.0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />LQQ� <br />N <br />ao <br />ac <br />W <br />ari <br />� <br />o � LL <br />rN <br />C LZ LL W <br />0 <br />W <br />a <br />Nto <br />Umz <br />Za0 <br />ZN <br />OU 0 <br />w <br />CD ! <br />z � <br />J <br />�^ /�, <br />v I <br />N� <br />Co <br />V <br />- <br />•U <br />N LL <br />O <br />W <br />N <br />c <br />Q Y <br />N � <br />O <br />W <br />a <br />1, <br />E E <br />Wo <br />f <br />zO <br />0 <br />n <br />6 <br />5 `ALL <br />O <br />U <br />W U <br />Z�E <br />aow <br />N � <br />wo <br />¢� <br />a <br />ns <br />J <br />Fz <br />aw <br />0 <br />z <br />Wa <br />gg� <br />�W <br />� <br />"LL <br />mj <br />v <br />Itzy <br />=1 <br />° 3 <br />O <br />Q <br />2 <br />J <br />Ln <br />Lid <br />Q <br />co <br />MO <br />M <br />O <br />m <br />m <br />L0 <br />T <br />� <br />NI <br />N <br />N <br />�^ <br />T <br />L / <br />MQ <br />cf <br />r <br />ci <br />m <br />0 <br />Z <br />E T <br />y <br />?ii <br />Z <br />a <br />U <br />:2p <br />c <br />JOB <br />NO: <br />22-06467 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D 3 <br />