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LD <br />r— <br />L0 <br />C14 <br />LL3 <br />LO <br />IU <br />0 <br />V) <br />0 <br />to <br />C14 <br />LO <br />t") <br />LO <br />C14 <br />LO <br />LS <br />C14 <br />LO <br />�2 <br />(0 <br />CD <br />C�4 <br />Cli <br />L0 <br />C=� <br />LO <br />C=) <br />LC3 <br />L0 <br />tv- <br />Cn <br />4� <br />I-) <br />tz <br />to <br />C14 <br />C) <br />5�- <br />CL <br />E <br />0 <br />C') <br />0 <br />E <br />CL <br />E <br />C, <br />:r_ <br />0 <br />0 <br />LZ <br />C14 <br />LO <br />LU <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUIDS <br />@ 24" O.C. <br />N EXT SHEATHING <br />MASONRY WALL <br />BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C.. <br />(2) 2x SPF TOP PLATE <br />' <br />FLUSH W/ TOP <br />BLOCKING INFO <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />FOR 2 OF MASONRY & 8d <br />—SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />BLOC NG <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 1 Od TOENAILS AT EA. <br />INTERIOR HEADER <br />FSEE <br />JK, <br />DETA LS <br />DETAILS <br />LO <br />FLOOR <br />STUDS w/ 1 Od @ <br />S <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2xSTUDS <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />. ....... <br />)9 <br />SURFACE A 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />M <br />FLOOR SYSTEM <br />3TE <br />I ; \-, <br />SEE PLAN <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />2 <br />AT 48" O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 1 Od <br />x 1 1/2" CLIP IS TO BE <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />1 Od x 1 1/2" CLIP EACH SIDE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />I <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />INFO <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 1 Od <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL VERIFY W1 PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/1 Od NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 1 Od <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 1 Od NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />IS INSTALLED). SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />SCALE: N.T.S. <br />GABLE END RIM JOIS <br />END OF WALL UNDER <br />BELOWJAMBS <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. <br />DETAIL TO BE <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET <br />OR BOX HEADER IS USED <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />(2) - 1 Od TOE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SIDE <br />FRAMING ATTACHMENT <br />BLOCKING DETAIL <br />GIRDER/COL. CONN. @ 2nd FLOOR ('_3'N� <br />HEADER CONN._@ 2nd <br />FLOORK'4_'� <br />SCALE: N.T.S. <br />N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE Q/S4 FOR <br />SIM PSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />2x8 OR 2x6 TOP <br />JAMB STUD <br />NOTCHED AT HEADER LOCATION <br />(2) (2) <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" 0,C. <br />REQ'D TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />TYP-A 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END <br />(�) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />SEE PLAN FOR CONN. <br />TALL. (CONTRACTOR MAY USE RTT 'r <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />TOP PLATES LENGTH ON STUDS W/ (11) 1 Od <br />W1 <br />(1) S I M PSON LSTA30 w/ (22) 1 Od <br />NAILS TO STUDS ABOVE & (11) 1 Od <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />THEN DOWN THE FACE OF <br />HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />COL. SIZE <br />(2) SIMPSON MST37 <br />A <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />PLATE SEE PLAN <br />MORE INFORMATION <br />EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />T. K2xSPF <br />A�E PLATE <br />2x CRIPPLES @ 16" O.C.. <br />1 Od x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ (6) 10d x <br />RED OF SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE <br />C B <br />W/ (2) 12d TOENAILS T/B <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />id <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N. 0. <br />WALL) 24" O.C. <br />j NEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />TOP PLATES BE SPACED W/IN 6" FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 wl (6) 10d x 1 1/2" IS <br />SEE PLAN F <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C.— <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />LE 2 x 4 #2 SPF STUDS INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIM PSON HTT4 w/ (18) <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />BOX HEADER <br />TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ (7)— <br />1 Od NAILS & (4) 1/4"x2 1/4 <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 1 Od <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />D 01 <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />OVER TOP PLATE <br />SIMPSON SP2 wl (12) 10d NAILS AT <br />1 <br />PROVIDE BLOCKING <br />A. l <br />16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />U U <br />T W/ <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />0 <br />'PROVIDE (2) CRIPPLES BELOW <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY INT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK <br />SITUATION. CONNECT G.T. TO <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. <br />2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />2 STORY COL. <br />GIRDER r7 <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: N.T.S. LOWER ROOF. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: N.T.S. <br />---ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />v"�CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />/—(2) SIMPSON LSTA24 W/ (18) 10d NAILS \\- (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />(2) SIMPSON LSTA30 w/ (22) <br />SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />1 Od NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />PLATE THEN DOWN THE <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEAIDER/STUIDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />W/ (2) 12d TOENAILS T/B <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />lop <br />2, WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS (2) 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3' <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />@END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br />@ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />(2) 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE wl SIMPSON LS30 w/ (6) <br />END OF SILL (MAX OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />4 <br />OPENING NAILED TO STUD <br />68 <br />IS GREATER THAN FEET LS30 wit (6) 1 Od x 1 1/2" EACH SIDE <br />PACK W/ 1 Od NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SCALE: N.T.S. <br />A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2 <br />1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />< <br />EACH END REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING CENTERED <br />TAPCONS <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 1 Od NAILS @ 8"o.c. <br />AGAINST 2x8 <br />ol <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ WOIST SEE PLAN <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />BELOW JAMBS TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <br />SIZE & CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALF N-T.S. <br />SCALE: N.T.S. <br />4C� <br />t <br />,, -0 C14 <br />1Zco <br />C14 <br />W <br />Cr. <br />ci <br />E <br />a) <br />A <br />V <br />T. <br />-Z- <br />FLO <br />"Es S I otI`� <br />To the best of the EnginWs 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. Engineer's signature and sea[ is only for <br />the structural engineering portions of the drawing pages beating <br />Engineer's signature and seal. <br />E <br />'11v 0 0000 <br />'C"_4 L10 <br />k u_ <br />LL LL _Lj <br />13 <br />12 :E 0 <br />LU I_ �R 0 �e <br />W U) ED Lu <br />00 0 <br />z <br />0 <br />z U) <br />W <br />'D <br />< <br />V) <br />Q) <br />4­1 <br />LLJ <br />V) C�, <br />z:1 <br />co <br />L=u <br />E <br />8 <br />16 <br />U 0 <br />U) <br />< M <br />C-1 <br />C"> <br />C6 E <br />CU <br />v <br />.0 <br />z <br />0. <br />I- <br />0. <br />;� 0 <br />.0 <br />E <br />10 <br />Z <br />zlz� <br />< <br />C3 <br />? <br />C) <br />'10 1W <br />Z, <br />z <br />C) <br />< <br />0 <br />"0 <br />W<D <br />< <br />W � <br />0 <br />< <br />0 <br />U') <br />LO <br />CY) <br />co <br />C) <br />=; (0 CL <br />lf�o <br />07 C'4 0 <br />0 <br />CN <br />W _j <br />CN <br />M <br />>, <br />= <br />LO <br />0 <br />0 <br />co <br />C) <br />Lo <br />-0 <br />04 <br />M <br />LO <br />C) <br />I'll C14 <br />LO <br />C.0 <br />LO C.0 <br />a) <br />E <br />cc V_ <br />cy) L0 <br />0 <br />M <br />z <br />E 10 (n <br />a) <br />ITS <br />E <br />0 0 CU <br />0 _j < <br />a) <br />JOB <br />NO: 23-06135 <br />SCALE : AS NOTED <br />SHEET NO, <br />D2 <br />