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.li <br />14 <br />t`P r <br />I I 1 <br />FI�ltinf-��. <br />1, Fir- -I --r- - T <br />3 <br />T, <br />M <br />rn <br />00 <br />cV <br />Ln <br />v <br />Cr <br />.n <br />0 <br />It — <br />co <br />N <br />I <br />N <br />E5 <br />m <br />N <br />v <br />V) <br />0 <br />J <br />N <br />i <br />LO <br />In <br />Cr <br />0 <br />1i <br />c <br />L <br />IU- <br />a <br />C) <br />E <br />0 <br />x <br />v <br />c <br />J <br />y <br />N <br />E2 <br />0 <br />.o <br />i <br />a <br />c <br />0 <br />0 <br />0 <br />Iv <br />0 <br />0- <br />N <br />O <br />C� <br />Q <br />m <br />v <br />vn <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 />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 2x6 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 />MASONRY WALL <br />CONNECTION. <br />EXT. SHEATHING <br />Q BELOW AND ALT. <br />SEE PLAN FOR CONN. <br />2x CRIPPLES @ 1 L O.C.. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />FOF <br />BLOCKING INFO <br />QA <br />W/ (2) 12d TOENAILT/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 MASONRY & 8d <br />BLOCKING NAILS T/B FLANGE <br />in <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />F <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 />8 O.C. EACH SIDE <br />" <br />OPENING WIDTH 4 FEET. <br />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 />0 <br />THAN 4 FEET BUT NOT <br />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 />1, <br />AT 48 O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 10d <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />10d x 1 1/2" CLIP EACH SIDE <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONTAw/::: <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />•• <br />•° <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />AT EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPIC <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) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • SHEATHING (MIN. 7/16") <br />T. <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •°' •° VERIFY W/ PLAN <br />8d NAILS @ 3" O.C.8"o.c. <br />JOIST SEE PLAN <br />(2) SIMPSON MSt <br />I -JOIST SEE PLAN <br />PACK w/1 Od NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 1Od NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />J <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4 TITENS <br />SIMPSON LSTA30 FROM <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />I 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 8ID-2 FOR ALT. CONDITION. <br />DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET <br />OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />OE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 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 O 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 />2x6 WALL, USE SP$ FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />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 />o.o uoo• •o •�. 000 I•o°u <br />OF CRIPPLES IF LONGER THAN 8" <br />P. - 2 - 2 x 4 SPF C SIMPSON CS16 W/ MIN. 12" END <br />O <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 CIPPLE TO <br />(2) 2x HEADER TO SIT <br />q TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />NAILS TO STUDS ABOVE & (11) 1Od <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 / 2x$ WALL BEYOND SEE <br />:. <br />C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 1Od NAILS <br />° <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN OE 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 />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 />() <br />STRAPS w/ 42 16d NAILS <br />( ) <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 />2 x SPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />1Od x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ 6 1Od x <br />( ) <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />W/ 2 12d TOENAILS T/B <br />() <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 />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />SYP U.N.O. <br />WALL 24" O.C. <br />) @ <br />EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />-- ) <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />> JAMB CONDITION OR IF BUILT-UP <br />2 - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />TOP PLATES STUDS ARE WIN WALL SYSTEM A.B. TO <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 />O <br />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 1Od NAILS @ 8 O C <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />INTERIOR HEADER <br />LJA 2 x 4 #2 SPF STUDS B OG <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <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 />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 YP 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 />1 Od NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 1 Od NAILS AT <br />6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />-\�NOT <br />SON w/ SP1 (10) 10d <br />NAILS ATD BASE <br />REQ'D TO HAVE CONNECTIONS. <br />' , <br />• ` <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 />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. aC� 2nd FLOOR <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />SITUATION. CONNECT G.T. TO <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />(24) 1 Od x 1 1/2" NAILS AT TOP AND <br />TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDERIF <br />6 <br />2 STORY COL. <br />aC� <br />G I R D E R 7 <br />BOTTOM <br />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 />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 w/ 6 10d x 1 1/2" USE SP6 FOR <br />O <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 />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />PLATE THEN DOWN THE <br />FACE OF HEADER/STUDS <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) 1 Od SIMPSON SP4 w/ (6) 1 Od 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 />2 WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS (2) 2X SPF TOP PLATE <br />(2) 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />() () <br />IORILL <br />3' 0/ F <br /><�rF <br />2x CRIPPLES @ 16" O.C. <br />END OF HEADER. SEE <br />EX2x PLAERSTE W/ TOENAILS. <br />2 <br />k <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/SO4 FOR REQ'D JAMB <br />(2) 12d <br />OPENING LARGER THAN 4 ft (2) 2x <br />48"� OA TOP SPLICE <br />2x SILL PLATE W/ (2) 12dTOENAILS. <br />° <br />(2) 1 Od TOENAILS AT EACH E <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />, <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 />1Od x 1 1/2" EACH SIDE <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 />r8 <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 1Od NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />" <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 QS4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <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) 1Od NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />1Od 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) O NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />°� BEYOND <br />DOUBLE <br />W/ 1 Od NAILS @ 8"o.c. = <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 TIE BEAM <br />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. @ 2nd FLOOR <br />HEADER <br />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 />�0 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE` N.T.S. <br />SCALE: N.T.S. <br />F- I I Ill i I i.l,..i..i. 11 ,.,�.i.; lil. I. 1 I n '[ � I.I. <br />-- - I --i r - _. - - <br />-o <br />t•- <br />e.a A J N <br />J d <br />c <br />€€ p u <br />is <br />s s , <br />f�itlllliil'1�11� <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. 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