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Mn <br />Q <br />r- <br />N <br />i <br />L0 <br />M <br />O <br />J <br />00 <br />i <br />0 <br />i <br />LO <br />171- <br />_ <br />LO <br />N <br />0 <br />0 <br />J <br />i <br />L <br />00 <br />3 <br />0 <br />0 <br />i <br />E <br />F� <br />E <br />0 <br />C <br />N <br />i <br />r� <br />U <br />0 <br />C <br />U <br />i <br />.0 <br />0 <br />i <br />U <br />.O <br />i <br />z <br />I <br />i <br />0 <br />0 <br />0 <br />J <br />LZ <br />N <br />0 <br />0 <br />0 <br />0 <br />(1) SIMPSON LSTA30 w/ (22) <br />2 12d <br />( )- <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 <br />2x6 WALL, USE SP8 <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STU <br />FOR 2x8 WALL <br />) <br />MASONRY WALL <br />CONNECTION. <br />@ 24" O.C. <br />EXT. SHEATHING <br />A BELOW AND ALT. <br />2x CRIPPLES 16" O.C. <br />@ <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 />NAILS T/B FLANGE <br />1. APPLY SUB <br />(2) 10d TOENAILS AT EA. <br />BLOCKING <br />(3) 2x # SPF <br />INTERIOR HEADER <br />FDETAILS STUDS <br />LO <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 />"Nx <br />© <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 />SURFACE 0 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 />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 />x 1 1/2" CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />CORRECT BLOCKING <br />12d <br />INSTALLED AT EA. END <br />° G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />w/ (3) EA. END <br />TO HORIZ. <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />1/2" GYP. BOARD OR <br />BLOCKING <br />TYPICAL BLOCK <br />WALL <br />2x CRIPPLE AT EA. <br />INFO <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <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 />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. <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />7 1 <br />() Od NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8"o.c. <br />FLOOR DECK <br />NAILS (G.C. TO INSURE SOLID BLOCKINGU <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM 1 <br />FLOOR TRUSS/ I -JOIST SEE PLAN <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 <br />OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR <br />HEADER CONN. @ 2nd <br />FLOOR <br />3 <br />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 <br />(2) 2x8 OR (2) 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />O SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />u•� o, o00 o <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 />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />@ <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <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 />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />HEADER FLUSH TO OUTSIDE <br />2x6 / 2x8 WALL BEYOND SEE <br />o <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />SEE PLAN E 5/8" A.B. 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />@ <br />END OF HEADER SEE Q/S4 FOR <br />EXTERIOR HEADERS <br />(2) SIMPSON MST37 <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />REQ'D JAMB INFO <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 />OPENING LARGER THAN 4 ft (2) 2x <br />PLATE SEE PLAN <br />MORE INFORMATION <br />SPFEMBEDMENT PAST STEP. <br />PLATE <br />L <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6"E <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />10d TOENAILS AT EACH <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ (6) 10d x <br />1 1/2" SP8 FOR 2x8 <br />C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ (2) 12d TOENAILS T/B <br />(2) END OF <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />(USE <br />H FLOOR SYSTEM <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />WALL} @ 24" O.C. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />SYP U.N.O. <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 />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES �� <br />BE SPACED WAN 6 FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SEE PLAN FOR <br />Z 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 />2 x 4 #2 SPF STUDS B O INTERIOR HEADER <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 />16d NAILS & 5/8" <br />BOX HEADER <br />EXTERIOR HEADERS <br />SEE PLAN <br />FLOOR TRUSS/ t-JOIST SEE PLAN <br />ANCHOR BOLT w/ <br />E F GYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE <br />SIMPSON MSTAM36 W/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />NAILS WRAPPED 2 AND <br />(2) 2x TOP PLATE <br />/f2x CRIPPLES @ 16" O.C. w/ <br />w/ (6) x <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />a o <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• a <br />• ' <br />NAILS AT BASE <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 PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR ATTACHED PER NAILING SCHEDULE <br />5 FOR EXTERIOR 2 STORY WALLS ONLY.6 <br />HEADER CONN. 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 />O x 1 1 H NAILS AT TOP AND <br />BOTTOM <br />BOTTOM TO HEADER <br />SHEATHING CAN STOP ONCE UNDER <br />2 STORY COL. <br />@ <br />GIRDER <br />CRIPPLES <br />7 <br />(IF 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 />�'� <br />. -'J_ <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />MORE INFORMATION <br />HEADER STRAPS <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 />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />10d 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 />(2) 2x HEADER SEE PLAN <br />SIMPSON LS30 w/ (6) 10d x 1 <br />*FOR <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />DOUBLE 2x4 <br />OPENINGS LESS THAN <br />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 />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 />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3" O/C �c�r <br />2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN <br />@ <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />p<qT NO <br />2x STUDS 16" <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FA <br />�8' TOA TOP SPLICE <br />@ O.C. <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft 2 2x <br />{) <br />M/N <br />(2) 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />, <br />END OF SILL (MAX. OPENING <br />(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 />WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />. <br />ALT. HEADER ANCHOR <br />IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 10d NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />8 <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />. <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 />, <br />SCALE: N.T.S. <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 />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 />BLOCK OUT TOP <br />PLATE ATTACH <br />END OF OPENING CENTERED <br />TAPCONS <br />B <br />B, <br />W/ 10d NAILS" <br />NAILED TO STUD PACK / FLOOR DECK <br />FLOOR DECK <br />3(2) <br />O.C. <br />@ 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />0 <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 JAMBS2x8 <br />TIE BEAM <br />STUDS <br />SIZE & CONNECTIONS <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'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. 111'j <br />SCALE: N.T.S. <br />\ F--. <br />y <br />v <br />� <br />v <br />OlV <br />�. <br />.... ,' <br />: S.......... <br />S E , <br />• <br />o <br />bbi�V! <br />R <br />O F E S S 1 OAP\``\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structuret plans and spec f cations contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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