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3 <br />v <br />00 <br />00 <br />�o <br />M <br />LO <br />0 <br />rn <br />Q <br />J <br />0 <br />I <br />S <br />m <br />00 <br />0 <br />M <br />LO <br />L <br />J <br />0 <br />Cn <br />I <br />Ln <br />ui <br />47, <br />Q <br />I <br />Q <br />0 <br />v <br />E <br />0 <br />S <br />v <br />c <br />i <br />N <br />zz <br />12 <br />v <br />UI <br />0 <br />i <br />a_ <br />rn <br />O <br />J <br />N <br />iZ <br />0 <br />0 <br />a <br />0 <br />CI <br />a <br />m <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 />6 w/ SP4 SIMPSON 10d x 1 1/2" <br />( ) <br />(USE SP6 FOR 2x6 WALL, USE SP8 <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 />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 />NJ EXT. SHEATHING <br />MASONRY WALL <br />Q BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO <br />OA <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 />:� BLOCKING NAILS T/B FLANGE <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />. <br />DETAILS <br />'� <br />F OOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE WJ (2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <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 />• ' :o <br />SURFACE ®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 />6 10d <br />A SIMPSON LS30 w/ () <br />x 1 1/2" CLIP IS TO BE <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />10d x 1 1J2" CLIP EACH SIDE <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 />() <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />2x CRIPPLE AT EA. <br />INFO <br />1/2" GYP. BOARD OR <br />2 SIMPSON MSTAM36 STRAPS w/ 7) 10d EXTERIOR STRUCTURAL <br />() ( <br />1-1/8" RIM BOARD <br />BLOCKING <br />WALL <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 />PACK <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />STRAPS <br />SON MTO <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />CK10d <br />NAILSIM <br />IN I BLOCKING <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24 <br />WINDOW JAMB TO <br />IS INSTALLED). SCALE: N.T.S. <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />SCALE: N.T.S. <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 />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SIDE <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <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 />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS <br />SEE SS FOR RETROFIT SEE 8/13-2 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 />(2) 2x8 OR (2) 2x6 TOP <br />JAMB STUD <br />NOTCHED AT HEADER LOCATION <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />OSIMPSON 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 />OF CRIPPLES IF LONGER THAN 8" <br />P 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 CIPPLE TO <br />(2) 2x HEADER TO SIT <br />L A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />FLUSH THE OUTSIDE <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 />HEADER w/ (2) 12 TOENAILS <br />w/ <br />SEE E PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C D SIMPSON SP1 w/ 10 10d NAILS <br />AT 16 O.C. U.N.O. O ( ) <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE_ <br />FLOOR PLAN FOR HEADER <br />�u (2) 2x HEADER G <br />SEE PLAN aE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />(1) 2x SILL PLATE WJ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />SEE PLAN FOR <br />COL. SIZE <br />(2) SIMPSON MST37 <br />CONNECTION <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 />2 x SPF EMBEDMENT PAST STEP. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE SIMPSON LS30 w/ 6 <br />PLATE SEE PLAN <br />11 <br />12d NAILS AT 6 <br />MORE INFORMATION <br />w/ O <br />FLOOR SYSTEM OR <br />- <br />BASE PLATE <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 />SIMPSON SP4 w/ 6 10d x 1 1/2 USE <br />( <br />PRE-ENGINEERED O O <br />C B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />WJ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />2 2 x #2 <br />O \ <br />1 1/2 USE SP8 FOR 2x8 <br />( <br />„ <br />WALL) @ 24 O.C. <br />H <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />OR LVL GIRDER <br />SYP U.N.O. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <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 />(BLOCK <br />1 TOP PLATES 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 />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />COL. SIZE <br />1, <br />2 x 4 #2 SPF STUDS B O INTERIOR HEADER <br />2 x # <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />O.C. U.N.O. (2) 2x HEADER <br />EXTERIOR HEADERS <br />PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />E F I I �,P <br />SIMPSON MSTAM36 W/ (7) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />TIE BEAM <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />(2) 2x TOP PLATE <br />FSEE <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />D BASE PLATE W/ LS30 10d 1 1/2" EACH SIDE <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />NAILS WRAPPED UP AND <br />OVER TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />SIMPSON w/ (6) x <br />' <br />PROVIDE BLOCKING <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />6 SEE FOUND. PLAN FOR FTG REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />- - - - - <br />-; - - ° °;!- <br />TOP AND SIMPSON SP1 10 <br />- NAILS AT BASE w/ (10) d <br />NOT 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 />�— �- <br />TO ANY GIRDER TRUSS IN THIS <br />SITUATION. CONNECT G.T. TO <br />2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. <br />@ 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 />QC GIRDER % <br />(IF CRIPPLES ARE LESS THAN 8 <br />S. SCALE: N.T.LOWER ROOF. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />- - <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 />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 />i 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 />FACE OF HEADER/STUDS <br />2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />SIMPSON LS30 w/ (6) 10d x 1 <br />*FOR OPENINGS LESS THAN <br />1/2" NAILS AT EACH END TYP. <br />4'-0" 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 />(2) 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />1 2x SILL PLATE W/ <br />() (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />3" OI <br />- <br />2x CRIPPLES @ 16" O.C. <br />@ END OF HEADER. SEE <br />F� <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />( <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />�2�.� <br />TOP SPLICE <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 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />8 <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 />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 Q/S4 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) 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 FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ WOIST 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. @ 2nd <br />AT LEAST 4'-0" 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 />�;s o <br />- <br />tir CY <br />C__ <br />cc <br />-,g N <br />4 <br />d � <br />d <br />Asa <br />.tea; <br />d <br />i c' <br />61 cd 7+ <br />cn <br />rs- <br />b <br />r •q 0 V'r''iy <br />'' v r•: J '- N <br />•r' G <br />r <br />�J O <br />OFESS1•00, <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 Florida Building Code - <br />Residential 7th Edition. 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