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Last modified
3/5/2025 10:26:35 AM
Creation date
2/18/2025 4:33:51 PM
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Building Plans
Street #
6370
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
4636
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2 <br />i <br />I <br />I <br />i <br />I <br />I <br />i <br />_______________________________J <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />ON FLOOR SYSTEM TO MASONRY WALL <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />IS INSTALLED). <br />EXT. SHEATHING <br />FLUSH W/ TOP <br />OF MASONRY & 8d <br />NAILS T/B FLANGE <br />DSO <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SECTION CORNER CAN NOT BE INSTALLED <br />FRAMING ATTACHMENT 1 <br />N.T.S. <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />JAMB STUD <br />AO SIMPSON SP2 w/ (12) 10d NAILS <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />I <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />P. k <br />2 - 2 x 4 SPF <br />O SIMPSON CS16 w/ MIN. 12" END <br />A <br />TOP PLATES <br />LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & 11 10d <br />( ) <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. <br />D SIMPSON SP1 w/ (10) 10d NAILS <br />O <br />G <br />(2) 2x HEADER <br />SEE PLAN <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF <br />EMBEDMENT PAST STEP. <br />BASE PLATE <br />PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C H B C <br />FLOOR SYSTEM <br />SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />EWALL OR <br />BEAM WALL) AT EACH STUD AT HEADER / <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF <br />STUDS ARE w/IN WALL SYSTEM A.B. TO <br />TOP PLATES <br />BE SPACED W/IN 6" FROM OPENINGS <br />AND MULTIPLE STUD PACKS <br />"I 2 x 4 #2 SPF STUDS B <br />INTERIOR HEADER <br />O <br />„ G <br />AT 16 O.C. U.N.O. (2) 2x HEADER <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />O O <br />PLAN <br />EXTERIOR HEADERS <br />E F TYP F <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FSEE <br />2 x 4 P.T. <br />OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />D <br />BASE PLATE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />6" SEE FOUND. PLAN FOR FTG. REQ. <br />O STUDS UNDER 2nd FLOOR HEADER ARE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />2 STORY I NT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />rj <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />SCALE: N.T.S. <br />LOWER ROOF. <br />7 <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />NAILS BENT OVER TOP PLATE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />12dTOENAILS. <br />(2) 10d TOENAILS AT EACH <br />EXTERIOR H ADERS(2) <br />END OF SILL (MAX. OPENING — <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING \ <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 <br />MIN (3) 2x #2 SPF STUDS @ END <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />EACH END <br />REQ'D JAMB INFO <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />END OF OPENING <br />CENTERED <br />NAILED TO STUD PACK <br />j <br />FLOOR DECK <br />W/ 10d NAILS @ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SEE PLAN FOR BEAM <br />SIZE & CONNECTIONS <br />HEADER CONN. <br />aC� 2nd FLOOR <br />W/ HIGH BM <br />r9� <br />SCALE: N.T.S. <br />(2)- 12d <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />GABLE END FLOOR <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />Q BELOW AND ALT. <br />BLOCKING INFO O <br />A <br />1. APPLY SUB <br />FLOOR <br />ADHESIVE TO <br />2x4 CONTACT <br />SURFACE <br />OA 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />FRAMING PLAN FOR I -JOIST <br />AT 48" O.C. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />1-1/8" RIM BOARD <br />JOIST SEE PLAN <br />8d NAILS @ 3" O.C. <br />ij <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />TO RIM BOARD <br />& BOTT. CHORD <br />AJS BLOCKING PANEL @ 24" <br />O <br />O.C. (MAX) AND @ EACHEND <br />GABLE END RIM JOIST <br />OF WALL UNDER <br />SEE R/S6 FOR <br />CORNERS <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />MASONRY WALL <br />EACH SIDE <br />BLOCKING DETAIL 2 <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />FOLLOWED <br />IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />IF OPENING IS GREATER THAN 4, <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />PACK W/ 10d NAILS @ 8"O.C• <br />TO BE INSTALLED AT EACH END. <br />PLYWOOD ATTACHED PER <br />TYPICAL BLOCK WALL <br />NAILING SCHEDULE <br />FLOOR TRUSS/ WOIST SEE PLAN <br />SIMPSON MSTAM36 W/ (7) <br />TIE BEAM <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />HEADER CONN. @ 2nd FLOOR <br />SYSTEM 42 SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />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 LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />10d NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />FACE OF HEADER/STUDS <br />2x CRIPPLES @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />OPENING NAILED TO STUD <br />PACK W/ 10d NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />FEET BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SIMPSON (2) MSTAM36 w/ (7) <br />TO BE INSTALLED AT EACH END. <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />' <br />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE BEAM <br />2X CONT. RIBBON <br />HEADER <br />CONN. @ 2nd <br />FLOOR <br />[DOUBLE <br />STRAP] <br />10 <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />(3) 2x # SPF <br />STUDS w/ 10d @ <br />8" O.C. EACH SIC <br />U.N.O. ON PLAN <br />2X CONT. RIBBON - <br />TYPICAL BLOCK <br />WALL <br />(2) SIMPSON MSTAM36 w/ <br />(7) 10d NAILS & (4) 1/4"x2 <br />1/4" TITENS <br />GIRDER/COL. CONN. <br />)R 2 PLY GIRDER <br />USS. SEE PLAN FOR <br />)NNECTION. <br />=E PLAN FOR CONN. <br />- 2x SPF TOP PLATE <br />FLOOR DECK <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />2nd FLOOR 3 <br />SCALE: N.T.S. <br />SEE PLAN FOR CONN. <br />SEE PLAN FOR NAILING AREA (TYP.) <br />COL. SIZE (2) SIMPSON MST37 <br />STRAPS w/ (42) 16d NAILS <br />FLOOR SYSTEM OR <br />2-STY. FRAMING <br />---BAND JOIST & BLKG. <br />OR LVL GIRDER <br />(BLOCK SOLID) <br />SEE PLAN FOR <br />COL. SIZE <br />SIMPSON HTT4w/(18) <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />L <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />2 STORY COL. <br />@ <br />GIRDER <br />2x4 STUDS <br />PER PLAN <br />SCALE: N.T.S. <br />DOUBLE 2x4 <br />TOP PLATE <br />2 WS10d@ <br />3" O/C <br />02 <br />PROVIDE 2x4 ON—� <br />TOP OF 2x8 TO <br />BLOCK OUT TOP Ae <br />PLATE ATTACH <br />W/ (2) 10d NAILS <br />@ 3" O.C. 2x4 BEYOND <br />AGAINST 2x8 <br />STUDS <br />2x8 STUDS <br />PER PLAN <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S <br />TOP SPLICE <br />DOUBLE <br />2x8 2x8 TOP <br />PLATE <br />2x4 W/ 2 ROWS <br />OF 10d NAILS <br />@ 3" O.C. <br />11 <br />(1) SIMPSON LSTA30 w/ (22) <br />10d NAILS BENT OVER TOP <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />FACE OF HEADER/STUDS <br />FOR 2x8 WALL) <br />@ 24" O.C. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />W/ (2) 12d TOENAILS T/B <br />� (2) 2x HEADER SEE PLAN <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />EXCEEDING 6 FEET. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d <br />10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />INFO <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />PACK w/10d NAILS <br />@ 8"o.c. <br />FLOOR DECK <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON LSTA30 FROM <br />WINDOW JAMB TO <br />FLOOR TRUSS/ SOLID <br />BLOCKING BELOW. <br />SEE 8/D-2 <br />FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />HEADER CONN. <br />@ 2nd FLOOR 4 <br />SCALE: N.T.S. <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATIONTr'111zz'_z1 <br />(2) 2x8 OR (2) 2x6 TOP <br />SEE INFO BELOW ON CONNECTIOPLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />TALL. (CONTRACTOR MAY USE CLIPS) NAIL BACK LEG OF CIPPLE (2) 2x HEADER TO SIT <br />HEADER w/ (2) 12 TOENAILSFLUSH w/ THE OUTSIDE <br />2 6E 28WALL BEZE <br />YOND SEE <br />HEADER FLUSH TO OUTSFLOOR PLAN FOR HEADER <br />I I <br />CONNECTION <br />I � I <br />DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />12d NAILS AT 6" <br />MORE INFORMATION <br />� � <br />O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x <br />(2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 <br />i WALL) @ 24" O.C. <br />SYP U.N.O. f ) <br />i <br />2XCONT, T&B <br />BOX HEADER <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />—NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />- - - NAILS AT BASE <br />"PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />(IF CRIPPLES ARE LESS THAN 8" <br />LONG NO STRAPS ARE REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />(2) 2x SILL PLATE <br />UDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />SCALE: N.T.S. <br />-cs <br />M <br />t� N <br />o <br />N <br />T <br />Ci <br />2 <br />-t p , <br />L' <br />> 9- <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 />Residential 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 />as <br />Q <br />C) <br />O co o n it <br />N Ji <br />O <br />G <br />7 ,� oo NO it u W <br />Hl <br />vJD ° a <br />ej cN1 V LL Y <br />,C <br />13� <br />J LL a 0 <br />o <br />Z <br />� OF <br />ii <br />L (0 _ <br />:5:tl ZO � O J <br />W <br />ro2q ; daa <br />Z <br />LL <br />LE <br />N Z Y O <br />Z <br />pV U5 tVi� <br />W <br />❑❑❑ <br />z N i7 <br />og <br />z <br />N <br />z o <br />� <br />Q <br />r` <br />M <br />z <br />�N <br />w y <br />� <br />U <br />O <br />^ I <br />v ' <br />w o <br />r <br />co <br />U � <br />`L e <br />U o <br />Q N <br />O <br />M <br />M <br />J <br />¢ <br />N a <br />Z <br />< <br />� <br />Fi <br />os <br /><R <br />� �I <br />w= <br />_® <br />oa <br />o< <br />uo <br />g� <br />Z <br />O L <br />a <br />w z <br />r <br />�I <br />< <br />3r <br />o <br />o� <br />z <br />Z <br />U:) <br />4, $ <br />a <br />< o <br />�Z <br />go <br />w� <br />�w <br />Wa <br />U <br /><� <br />cD <br />as <br />o <br />�o <br />o <br />O <br />� <br />oa <br />za <br />a � <br />o- <br />u3 <br />s OO <br />= <br />X <br />�L <br />0 <br />a� <br />M <br />T <br />0 <br />c0 <br />N <br />� <br />Q <br />CT r <br />IT <br />U) m <br />QD <br />N <br />o <br />0) <br />L0 <br />CV <br />Lid <br />r <br />Q <br />N <br />r <br />E <br />� <br />M <br />o <br />Z <br />M <br />Z <br />E CVch <br />�; <br />d <br />U � <br />Q p <br />JOB <br />NO: <br />22-02375 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />
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