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2x4 STUDS W/ USP - <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO, <br />16" FLOOR SYSTE7M--"/ <br />SEE PLAN FOR <br />DIRECTION <br />USP LSTA36 STRAPS - <br />EXTERIOR SHEATHING ATTACHED TO FLOOR <br />ATTACHED PER TRUSS /BLOCK OR <br />NAILING SCHEDULE RIBBONS <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 & BOTTOM <br />GIRDER BELOW @ 16" <br />PROVIDE SOLID BLOCKING <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 1 ST FLOOR WALL <br />EACH END <br />BELOW <br />FLOOR GIRDER <br />SEE PLAN FOR <br />CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE. 3/4 = 1-0 <br />DOUBLE 2X <br />TOP PLATE <br />1ST FLOOR STUDS <br />SEE 5/D2 <br />CANT. FLOOR TRUSS <br />@ 2 STORY WALL 41 <br />SCALE: 3/4" = V-0" <br />era <br />N <br />O <br />N <br />N <br />� <br />M <br />W <br />-o <br />j W <br />o <br />LL- <br />y o <br />ago <br />C N V N <br />.✓ C lL p-, <br />M O <br />y 67 O N <br />d N Y <br />d <br />E L c <br />� c o <br />s' <br />a. <br />y E <br />C <br />NCi <br />O <br />a <br />L <br />I;a,?,o W <br />P 00 c •. <br />• <br />-j <br />6� <br />AJ <br />F L • �. <br />. <br />��•�M/11111 illlttl���`\\ <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 <br />Florida Building Code - <br />Residendal <br />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 <br />F• <br />o <br />d <br />N of $ <br />is <br />Q <br />M CD k W <br />Z-v- <br />Cq gLLLL LL li <br />a SZ <br />��� <br />W <br />�O'O. <br />W <br />LL3CD <br />m <br />0 <br />NMZ<� <br />OU u y <br />= <br />W <br />❑❑ <br />Z �S <br />Z � <br />Q <br />d. <br />�N <br />Z <br />� <br />C9 <br />N <br />•� <br />� <br />Ow <br />8 <br />N <br />w <br />w <br />M <br />N �zL <br />� <br />O <br />Q <br />LJL <br />(O C <br />Q O <br />?p <br />ou <br />� <br />Qgi <br />?® <br />U <br />�z <br />M 0 <br />❑a <br />U 0 <br />z <br />ro <br />c� <br />< o <br />�¢ <br />t <br />L <br />m d <br />fu <br />C <br />� <br />Z�Z yU <br />UpZ <br />Z <br />QJ <br />0 <br />> Z <br />i <br />2 <br />SZ <br />W <br />� <br />L)W <br />-ORaiE <br />10 � <br />r <br />= <br />L0 <br />O <br />Q <br />CL <br />F— <br />�� <br />\V O <br />(9 <br />O <br />—J <br />Y <br />Cr <br />�— <br />V) <br />ZCR <br />N <br />m <br />4-j <br />LO <br />0 <br />� M <br />Q� <br />0 CDO <br />M <br />� <br />U) <br />M <br />Q <br />LC) <br />T <br />r <br />£ <br />M <br />f <br />E Q <br />Z <br />` <br />m <br />a <br />E <br />U � <br />«? <br />Q p <br />c <br />(1) <br />JOB <br />NO: <br />23-00521 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D3 <br />