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2x4 STUDS W/ USP - <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <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/ 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 C 16" PROVIDE SOLID BLOCKING <br />O.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 />-� <br />EACH END BELOW <br />16" FLOOR SYSTEM <br />SEE PLAN FOR <br />DIRECTION <br />FLOOR GIRDER <br />SEE PLAN FOR <br />CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = 1'-0" <br />3 <br />�c <br />N <br />h`7 <br />M <br />LO <br />v <br />chi <br />.S <br />C2 <br />J <br />r'M <br />Q <br />MN <br />M <br />Ln <br />L <br />7 <br />,Sp <br />Q <br />t2 <br />L0 <br />C <br />QN <br />O <br />E <br />9 <br />0 <br />0 <br />cC <br />Jq <br />N <br />�p <br />C <br />U <br />a <br />is <br />0 <br />0 <br />0 <br />a <br />0 <br />S <br />a <br />DOUBLE 2X <br />TOP PLATE <br />1 ST FLOOR STUDS <br />SEE 5/D2 <br />CANT. FLOOR TRUSS <br />@ 2 STORY WALL �41 <br />SCALE: 3/4" = 1'-0" <br />N <br />N <br />00 c <br />dL <br />o-ti o <br />C:) cDosNG <br />u- 11- <br />H o t <br />ao E <br />ev <br />o <br />w' <br />ro <br />ILI <br />•'• <br />F L 04` <br />i �RoFESSI tk <br />/���'�i�N111111111`�����``\ <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 Ronde Building Code - <br />Residentlal <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0) <br />E <br />Cy <br />U'n^'TV <br />(ii aj M Vim' LL <br />Q LL W <br />�LLLL a <br />Z a 4 <br />WwaC44m <br />�°'°' <br />m <br />'j � N Cl) Z Q <br />ILW <br />ZN OU U <br />W 11 1] <br />Z �Nj <br />z pj <br />Z r <br />a v <br />J <br />d Ln <br />- N <br />z <br />0 <br />W <br />W <br />.t ' 0 <br />� <br />0 W $ <br />V) = a: <br />N <br />_ 8 <br />U <br />• <br />c <br />¢tm <br />s <br />M <br />p <br />Zw <br />Q <br />�F <br />E E <br />O <br />R. <br />z <br />2Q <br />F- <br />E <br />u' <br />xO <br />U <br />0 <br />o i <br />2° <br />o <br />Z <br />N � <br />N i <br />.8 <br />0 <br />gz <br />ZC <br />� J <br />cab <br />sm <br />N 3 <br />oW <br />zZ8 <br />WZ <br />4L) <br />j <br />C)a <br />y <br />~ <br />CIO <br />O <br />CO <br />°z °d <br />o F <br />coi 3 <br />C) <br />N <br />> � <br />LO <br />'^ <br />L / <br />Oh <br />t�0 <br />� <br />0 <br />H <br />r <br />co <br />:3 r <br />N <br />Y <br />� Y <br />T <br />M <br />W <br />m <br />+-j <br />LO <br />T <br />Q <br />4-0 <br />0 cv <br />0) <br />N <br />MT <br />CM <br />Q <br />r <br />a; <br />cc <br />E co <br />C <br />a <br />v ¢ a <br />JOB <br />NO: 22-08313 <br />SCALE : AS NOTED <br />SHEET NO. <br />D 3 <br />