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I Lt - . - i � - — - - — <br />JIF" <br />2ND FLOOR STUDS <br />USP LSTA36 STRAPS <br />SEE 5/D2 <br />EXTERIOR SHEATHING <br />ATTACHED TO FLOOR <br />ATTACHED PER <br />TRUSS /BLOCK OR <br />2X BASE PLATE <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />RIBBONS <br />CANTILEVERED <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />FLOOR TRUSS <br />INFO. 'A' <br />M/LX. <br />8" CANTILEVER <br />2x CONT. RIBBONS W/ (4) 16d <br />2x4 BASE PLATE W/ <br />NAILS OR 2x4 CONT. BLOCKIN <br />USP LSTA30 OR <br />W/ (2) 16d TOENAILS EACH SIDE <br />\ <br />// <br />MTW12 TO FLOOR <br />EACH END TYP. TOP & BOTTOM <br />AG <br />GIRDER BELOW @ 16" <br />PROVIDE SOLID BLOCKING <br />xx <br />O.C. <br />BETWEEN TRUSSES UNDER <br />WINDOW JAMB CONDITIONS <br />USP MTW1 2 EACH FLOOR <br />MIN. (2) 2x6 W/ USP JUS26-21F <br />TRUSS TO 1ST FLOOR WALL <br />EACH END <br />BELOW <br />�k- <br />DOUBLE 2X <br />TOP PLATE <br />1ST FLOOR STUDS <br />16" FLOOR SYSTE <br />FLOOR GIRDER <br />SEE 5/D2 <br />SEE PLAN FOR <br />SEE PLAN FOR <br />DIRECTION <br />CONNECTION <br />4L <br />SECTION @ FLOOR <br />CANT. FLOOR <br />TRUSS <br />CONNECTION <br />r22"� <br />@ 2 STORY WALL <br />SCALE: 3/4" = V-0" '\'� <br />SCALE: 3/4" = V-101" <br />CID <br />C� <br />Ln <br />to <br />CD <br />C14 <br />LO <br />LO <br />CD <br />LO <br />:19 <br />CD <br />E <br />0 <br />C' <br />t <br />—0 <br />E <br />0 <br />C-11 <br />0. <br />-2 <br />LZ <br />C, <br />01Z <br />LU <br />CL <br />a :5 C= <br />a) Cn <br />M <br />CL <br />0 W <br />(j., �0 <br />< d? <br />4::) <br />'t;, 4 FLO <br />.......... <br />OF E 45S\0 <br />v"'111111 I I 111100 <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />9) <br />W <br />E <br />0 Cn 8 <br />0 <br />0 C.0" co <br />C-4 0 <br />LL <br />LL LL Lu <br />-j .— Lu <br />'01, a. <br />I <br />13 <br />z <br />i C-11-12 0 <br />W gn-.;; =0 t <br />W Cn I . M <br />z '� 0 <br />C <br />Z r <br />< 0 <br />U <br />0 0 <br />2c" <br />v) <br />0 <br />V <br />tn <br />—LU <br />0 8 <br />-am <br />t', 12�1 <br />flu <br />C-) <br />E <br />win <br />U <br />< <br />z <br />LL- <br />E <br />z. <br />0 <br />E <br />ca <br />oo <br />E <br />0,11 <br />< <br />8 <br />z <br />.0 <br />0 <br />z <br />z <br />ID <br />:2.:! M <br />mo <br />I ff <br />z <br />(D <br />zo <br />'z <br />CL <br />C:) <br />0 <br />o <br />m <br />.0 <br />LID <br />LO <br />CL <br />CU CY) <br />:3 <br />cy. C) <br />CIO <br />C) <br />U) <br />M <br />U) <br />Cl) 04 <br />0) <br />C-4 <br />LL 04 <br />C:) <br />c1r) <br />0) <br />LO <br />cle) <br />04 <br />'r— <br />a) <br />E <br />Cf) <br />0 <br />M <br />z <br />Cn <br />E CN 42) <br />E <br />0 <br />:2 <br />30B <br />NO: 22-12365 <br />SCALE : AS NOTED <br />SHEE7 NO. <br />D3 <br />