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— — 11 I LI I- __ I I .1 -1j I I !I I <br />vi <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />SIMPSON <br />1Od NAILS BENT OVERTOP 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 (USE SP6 FOR 2x6 WALL, USE SP8 <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/STUDS <br />@ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />AO BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASONRY & 8d <br />BLOCKING INFO <br />QA <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING <br />NAILS T/B FLANGE <br />° <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />2x STUDS <br />FLOOR + <br />STUDS w/ 10d @ <br />2 2x SPF TOP PLATE <br />() <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />© <br />ADHESIVE TO <br />8 O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. EXTERIOR HEADERS <br />. <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 />O <br />THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR WOIST <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 1Od 10d x 1 1/2" CLIP EACH SIDE <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END <br />•°• • • <br />G.C. VERIFY INTERIOR <br />CORRECT BLOCKING <br />REQUIREMENTS <br />w/ (3) 12d EA. END <br />TO HORIZ. <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />'= " BLOCKING <br />TYPICAL BLOCK <br />WALL <br />2x CRIPPLE AT EA. INFO <br />END OF OPENING SIMPSON LSTA30 w/ (11) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />;:� <br />FLOOR TRUSS/ <br />NAILED TO STUD TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL '°' °• <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />WALL SHEATHING <br />JOIST SEE PLAN <br />i'" (2) 12d TOE NAILS TOP <br />(2) SIMPSON MSTAM36 w/ <br />(7) 10d NAILS & (4) 1/4"x2 <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PACK w/1 Od NAILS <br />@ 8„o c FLOOR DECK <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />`I-' & BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL 24" <br />WINDOW JAMB TO <br />IS INSTALLED). <br />SCALE: N.T.S. <br />.: - @ <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 />I'" 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 />CONNECTION INFO TO <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER <br />CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SITOE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT j <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd FLOOR 4 <br />SCALE: N.T.S. <br />N.T.S. <br />SCALE: N.T.S.��j <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 O SIMPSON SP2 w/ (12) 1Od 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 (2) 2x8 OR (2) 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP— <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />IPPLES IF LONGER THAN 8" <br />x4SPF O SIMPSON CS16 w/MIN. 12" END2x6 <br />PLATES LENGTH ON STUDS W/ (11) 1Od <br />r2' <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.P <br />SEE PLAN FOR CONN. <br />TALL. (CONTRACTOR MAY USE RTT <br />CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />HEADER FLUSH w/ THE OUTSIDE <br />ADE 2 12 TOENAILS <br />O LS <br />III <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />(2) - 2X SPF TOP PLATE <br />w/ ( ) <br />SEE PLAN FOR SIZE <br />1 2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />/ HEADER STUDS <br />2 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C " <br />AT 16 O.C. U.N.O. <br />SIMPSON SP1 w/ 10 1Od NAILS <br />O ( ) <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />G <br />2 2x HEADER <br />SEE PLAN <br />E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />O <br />MIN (3) 2x #2 SPF STUDS @ <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />EXTERIOR HEADERS <br />SEE P FOR <br />S LAN 0 <br />COL. SIZE <br />(2) SIMPSON MST37 <br />CONNECTION <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 />() () <br />STRAPS w/ 42 16d NAILS <br />( ) <br />SEE STANDARD <br />S STA RD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />2xS PF EMBEDMENT PAST STEP. <br />REQ'D JAMB INFO-----�� <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />PLATE SEE PLAN <br />MORE INFORMATION <br />12d NAILS AT 6 <br />FLOOR SYSTEM OR <br />BASE PLATE <br />„ <br />2x CRIPPLES 16 O.C. <br />1Od x 1 1/2 EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B SIMPSON SP6 w/ 6 10d x <br />( ) <br />SIMPSON SP4 w/ 6 10d x 1 1/2 USE <br />PRE-ENGINEERED O () ( <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ (2) 12d TOENAILS T/B <br />(2) 1 Od TOENAILS AT EACH END OF <br />SILL OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />1 1/2 (USE SP8 FOR 2x8 <br />(2) 2 x #2 WALL " <br />) @ 24 O.C. <br />EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />) <br />(MAX. <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />SYP U.N.O. <br />Ii <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 ,r <br />BE SPACED W/IN 6 FROM OPENINGS <br />OPENING NAILED TO STUD <br />�� <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />TO BE INSTALLED AT EACH END. <br />SEE PLAN F OR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />K W/ <br />PAC 10d NAILS 8 O.C. <br />@ <br />COL. SIZE <br />� <br />i <br />x 4 #2 SPF STUDS B <br />2 x <br />2 <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />— <br />O.C. U.N.O. 2' G <br />() 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />BOX HEADER <br />SEE PLAN <br />E F I TYP F F <br />(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 />10d NAILS & (4) 1/4"x2 1/4") <br />TIE BEAM <br />�� <br />MIN. 6 EMBEDMENT <br />2 2x TOP PLATE <br />— ( ) <br />NAILS WRAPPED 2 / (10) 1Od <br />2x CRIPPLES @ 16" O.C. w/ <br />D <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />PROVIDE BLOCKING <br />-- <br />6" SEE FOUND. PLAN FOR FTG. REQ. <br />H STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />TOP AND SIMPSON SP1 w/ 10 10d <br />( ) <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />� PROVIDE (2) CRIPPLES BELOW <br />2 STORY I NT. BEARING WALL <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN_ <br />FOR FTG. REQ. <br />_ TO ANY GIRDER TRUSS IN THIS <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />HEADER CONN. <br />@ 2nd FLOOR <br />STUDS BELOW \ (24) 1 Od x 1 1/2" NAILS AT TOP AND <br />TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />s <br />2 STORY COL. aC� GIRDER <br />BOTTOM <br />IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <br />7 <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 />' <br />"'' ' ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />II ­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 />PER PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />10d NAILS BENT OVER TOP <br />PLATE THEN DOWN THE <br />FACE OF HEADER THE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <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 />SIMPSON LSTA30 w/ (22) 10d <br />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 <br />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 />2 WS 10d @ <br />— (2) 2x SILL PLATE <br />HEADER/STUDS <br />(2) 2X SPF TOP PLATE <br />(2) 2x HEADER SEE PLAN <br />MIN 2x #2 SPF STUDS <br />3 <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />3" 0/ F.R-T <br />'�ly� NO <br />2x CRIPPLES @ 16" O.C. — <br />@ END OF HEADER. SEE�� <br />2x SILL PLATE W/ 12d TOENAILS. <br />�482x4T <br />2x STUDS @ 16„ O.C. <br />W/ (2) 12d TOENAILS T/B \ <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) <br />OPENING LARGER THAN 4 ft 2 2x <br />TOP SPLICE <br />Mj OA <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />2 10d TOENAILS AT EACH <br />() <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />1Od x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />68 <br />IS GREATER THAN 4 FEET <br />PACK W/ 10d NAILS <br />�(2) 10d TOENAILS AT EACH END OF <br />LS30 w! (6) 10d x 1 1/2 EACH SIDE <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 <br />MIN (3) 2x #2 SPF STUDS @ END <br />` <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />, <br />EACH END <br />REQ'D JAMB INFO <br />AS IMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />1SOd NAIOLS(&)(4)S/4"x21/4'! (7) <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />W/ (2) NAILS <br />NAILED TO STUD PACK j <br />FLOOR DECK <br />FLOOR DECK <br />@ O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. � <br />AGAINST 2x8 <br />2x8 TOP <br />J <br />� <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />STUDS <br />PLATE <br />2x8 STUDS <br />SEE PLAN FOR BEAM <br />SIZE & CONNECTIONS <br />TIE BEAM <br />2X CONT. RIBBON <br />PER PLAN 2x4 W/ 2 ROWS <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 4'1 LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />1� <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />tttt <br />CiWl �,rtlr��� <br />04 <br />< <br />a� . <br />FL <br />�` <br />"fill IIiokv"W <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r» <br />a <br />o M8 <br />r <br />V <br />m d C <br />0 <br />�,n°TDoai <br />#LLa <br />VJ <br />04 O <br />U_ <br />LL 0- <br />a <br />J <br />� 0 <br />Z <br />c <br />-cr, <br />0 l- SSv <br />.. <br />1' ',p m <br />��pjO7 <br />IL' O <br />Z <br />ILW <br />00 N M Z <br />d < <br />Z <br />Q <br />O <br />U .=a Lo <br />W <br />❑❑❑ <br />0 <br />z "' <br />z <br />z <br />Q <br />(nvl <br />z <br />Ca o <br />LL <br />W <br />U <br />O <br />w s <br />Ly N <br />�N <br />3 <br />p <br />w <br />e i' <br />U <br />o <br />r_ <br />(CO <br />M <br />i <br />iis <br />_11 <br />L.L <br />E <br />n <br />�o <br />H <br />x, <br />O <br />Z <br />_ <br />E <br />o <br />N ro <br />as <br />a=Z <br />O <br />rn <br />C <br />N i-D <br />�' <br />O <br />r <br />z <br />N_ <br />W�� <br />T <br />(U <br />w�Z <br />� <br />J <br />�y <br />U <br />O <br />a'h <br />O <br />� <br />J <br />ai <br />m <br />c� <br />L <br />c <br />M <br />J <br />M <br />O <br />U <br />CO <br />LO <br />jIIIII <br />M <br />= N <br />O) <br />r- <br />CN <br />6 <br />a) <br />ce) N <br />o <br />M <br />cc <br />C <br />a <br />U _j <br />Q p <br />C <br />JOB <br />NO: <br />21-1068 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />