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(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 />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />USE SP6 FOR 2x( WALL, USE SP8 <br />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />® BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES 16" <br />@ O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO <br />0 <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 OF MASONRY & 8d <br />5 BLOCKING NAILS T/B FLANGE <br />r 0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />d <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />�� <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 />SURFACE q 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />.. .. SEE PLAN <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />AT 48 O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 10d <br />x 1 1/2"CLIP IS TO BE <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />10d x 1 1/2" CLIP EACH SIDE <br />• • • • <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 />• • • • <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 />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />INFO <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 10d <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />1<1/8" RIM BOARD <br />END OF OPENING <br />w/ (11) <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 W/ PLAN <br />NAILS 3" O.C. <br />@ <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />W <br />12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8"o.c. <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />& <br />& BOTT. CHORD <br />114 TITENS <br />SIMPSON LSTA30 FROM <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <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 />SEE SS FOR RETROFIT <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />BELOW JAMBS <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />E - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 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 />JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 10d 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 />NOTCHED AT HEADER LOCATION <br />(2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS <br />B <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />4 <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />T P. %a. 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END <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 <br />CLIPS) NAIL BACK LEG OF <br />2x HEADER TO SIT <br />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />CIPPLE TO <br />(2) <br />NAILS TO STUDS ABOVE & (11) 10d <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 />THEN DOWN THE FACE OF <br />2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />FLUSH TO OUTSIDE <br />2x6 / 2x8 WALL BEYOND SEE <br />FLOOR PLAN FOR HEADER <br />2 2x HEADER o G <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ 2 12dTOENAILS. <br />SEE PLAN FOR <br />I I <br />I <br />NAILING AREA(TYP.)HEADER <br />��(2) <br />CONNECTION <br />SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />O <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERSO <br />COL. SIZE <br />SIMPSON MST37 <br />SEE STANDARD HEADER <br />EACH END WI 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ 2) 12d TOENAILS. <br />( <br />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />p 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 />2 x SPF EMBEDMENT PAST STEP. <br />BASE PLATE <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ (6) 10d x <br />PRE-ENGINEERED � SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />WI (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />(2) 2 x #2 � <br />1 1/2" (USE SP8 FOR 2x8 <br />C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />OR LVL GIRDER <br />SYP U.N.O. <br />WALL 24" O.C. <br />) @ <br />1._ <br />IF OPENING IS GREATER THAN 4, <br />SOLID) <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 />I I <br />(BLOCK <br />\ <br />TOP PLATES r� <br />BE SPACED W/IN 6 FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ 6 10d x 1 1/2" IS <br />() <br />SEE PLAN FOR <br />I I <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 />I I <br />2 x 4 #2 SPF STUDS B O INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />_ <br />= SIMPSON HTT4 w/ (18) <br />AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />:: <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />BOX HEADER <br />E F SEE PLAN <br />Np F F (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 />O <br />10d NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />o.'.a. o.°.a. o.°o. a°o. <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />g" SEE FOUND. PLAN FOR FTG. REQ. HH STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />IF <br />'� <br />tl <br />. o <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />e .:, <br />I <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 I NT. BEARING WALL <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CO <br />N N . 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />6 <br />2 STORY COL. <br />aC� GIRDER 7 <br />�I <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 />A.'j. .Vj <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 />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 NAIL (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 w/ 6) ( 10d x 1 1/2" USE SP6 FOR <br />( <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ <br />END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />10d NAILS BENT OVERTOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB <br />INFO <br />PLATE THEN DOWN THE <br />• <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />2 ) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />*FOR OPENINGS LESS THAN 4'4' 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 />• <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 HEADERlop <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 />() () <br />3' <br />kT <br />2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN <br />@ <br />@ END OF HEADER. SEE <br />1X 2x EXTERIOR <br />H PLATE HEADERS <br />2 12d TOENAILS. <br />A <br />L4T <br />F <'� <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />O O <br />OPENING LARGER THAN 4 ft (2) 2x <br />Q •. <br />8 T TOP SPLICE <br />�GjjN OA <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />(2) 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />, <br />END OF SILL (MAX, OPENING <br />WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />° <br />, <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />OPENING NAILED TO STUD <br />\ <br />� <br />g <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 10d 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 2x4 ON <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 />' <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) 10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />10d 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 />;� \ \ <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK If 1� FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. �I� <br />AGAINST 2x8 <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />BELOW JAMBS <br />TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS <br />PER PLAN 2x4 W/ 2 ROWS <br />SIZE &CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. a@ 2nd FLOOR <br />HEADER CONN. a@ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />11 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />spa d <br />c14 <br />y u+ <br />®..'.. ®.ma, <br />�. . L1cr, g C= <br />M 7 co <br />r m N t <br />IA q O R <br />a. <br />a <br />W <br />0 <br />U \10 � 0� <br />•"' <br />�Up <br />;dd�l!/t`PY3311��44�`°� <br />6 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />w � <br />Q O M <br />G <br />ZOO <br />0 co N ik <br />;�'�� <br />) C,, <br />V LL <br />u- W <br />v J u LL a <br />W <br />Qi �N m O <br />W o <br />m <br />a <br />w <br />W N Z Q <br />Z o <br />Cl)�^ <br />N -� <br />O c¢i o <br />Z <br />" W O ❑ <br />M � <br />Z N o <br />z �o <br />z o <br />Q <br />V) z <br />4-1 <br />� <br />V <br />O—� <br />w g <br />N c w <br />�V) .0 <br />c� <br />r E <br />e o <br />N O <br />o10 <br />w <br />M <br />m <br />Z <br />4 <br />U_ <br />a� <br />CD-E <br />E U <br />o <br />a-z <br />Za <br />0, <br />X O <br />0 O <br />O <br />N t. <br />a p <br />wo <br />a <br />¢� <br />@ <br />C: <br />Y <br />j <br />o <br />_ <br />J <br /><� <br />Q <br />m <br />< <br />a <br />z z <br />go <br />a <br />O <br />U <br />`jo <br />nw <br />�� <br />aLL <br />�3 <br />}O <br />O <br />co <br />a <br />�O <br />.s <br />= <br />co <br />om <br />0 <br />L <br />CID It <br />� <br />a <br />Cr0 <br />N <br />tl <br />W m <br />LO <br />~ <br />O <br />O <br />N <br />� <br />O <br />"- <br />r <br />cv <br />aC n <br />(D <br />W <br />N <br />00 j6 L <br />o <br />z <br />Ecc T <br />C <br />C <br />a <br />E <br />0 _j a a <br />j <br />JOB <br />NO: 22-06454 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />