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3 <br />J <br />m <br />u7 <br />L0 <br />N <br />rL0 <br />C <br />vCri <br />0 <br />.G <br />0 <br />J <br />N <br />i <br />N <br />m <br />N <br />L0 <br />LO <br />L <br />v <br />C <br />tCr <br />.G <br />Q <br />0 <br />0 <br />i <br />u7 <br />rn <br />L <br />v <br />V) <br />Q <br />N <br />N <br />i <br />Q. <br />N <br />0 <br />0 <br />J <br />N <br />0 <br />v <br />.o <br />i <br />0 <br />LZ <br />J <br />0 <br />to <br />0 <br />0 <br />a <br />N <br />0 <br />0 <br />M5 <br />m <br />v <br />cn <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 />(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 />FACE OF HEADER/STUDS <br />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />@ 24" O.C. <br />NJ EXT. SHEATHING <br />MASONRY WALL <br />QA 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 />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 />.' BLOCKING NAILS T/B FLANGE <br />o <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <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 />17- <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXZxISORHEADERS <br />• <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER <br />2 12d TOENAILS. <br />() ( ) <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 />OR FLOOR TRUSS FOR <br />B 2x4 SIDE BRACE <br />AT 48 O.C. <br />BETWEEN JOISTS <br />2X CONT. RIBBON <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 />MIN (3) 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END <br />• <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 />(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 />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 />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10dJ::t <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />8„ o <br />@ <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />IS INSTALLED). SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />WINDOW JAMB TO <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 />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. <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 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 />(2) 2x8 OR (2) 2x6 TOP <br />JAMB STUD <br />NOTCHED AT HEADER LOCATION <br />REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />OSIMPSON LSTA24 w/(18) 10d NAILS <br />a°o c°o• + o,o• o�,o <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />OF CRIPPLES IF LONGER THAN 8" <br />SEE INFO BELOW ON CONNECTIOJIDE <br />PLATE SEE PLAN <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 SP8 FOR 2x8 WALL) 24" O.C. <br />SEE PLAN FOR CONN. <br />TALL. (CONTRACTOR MAY USE <br />(2) 2x HEADER TO SIT <br />TOPPLATES LENGTH ON STUDS W/ 11 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d()HEADER <br />WALL, USE @ <br />CLIPS) NAIL BACK LEG OF CIPPLE <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />wl (2) 12 TOENAILS <br />FLUSH w/THE OUTSIDE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW.THEN <br />x 4 #2 SPF STUDS <br />DOWN THE FACE OF2 <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.)HEADER <br />FLUSH TO OUT <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <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 />STRAPS w/ (42) 16d NAILS <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 />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 O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />rid// 2 12d TOENAILS T/B <br />() <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />1 1/2" (USE SP8 FOR 2x8 <br />WALL 24" O.C. <br />) @ <br />H FLOOR SYSTEM <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />OR LVL GIRDER <br />SYP U.N.O. <br />EWALL OR BEAM WALL AT EACH STUD ATHEADER / <br />IF OPENING IS GREATER THAN 4, <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 />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SEE PLAN FOR <br />2 x CONT. T & B <br />BE SPACED W/IN 6" FROM OPENINGS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />AND MULTIPLE STUD PACKS <br />s�2 x 4 #2 SPF STUDS B O INTERIOR HEADER <br />2x SILL PLATE W/ 12dTOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD <br />NAIL NG SCHEDULE ATTACHED PER <br />SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />ANCHOR BOLT w/ <br />(2) 2x TOP PLATE <br />4EE PLAN <br />E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ 7::: <br />() <br />10d NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />2 SIMPSON LSTJ2 w/ 1 <br />() (0) 10d <br />NAILS WRAPPED UP AND CRIPPLES @ 16" O.C. w/ <br />E PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />IJO <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />/f2y <br />MPSON 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 />o o <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <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 />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. <br />cl► 2nd FLOOR <br />FOR FTG. REQ. <br />Zx CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />SITUATISTUDS w0N. CONNECT G.T. TO <br />/ (2) SIMPSON HTS 0 w/ <br />O x 1 HEADER AIL AT TOP <br />BOTTOM <br />BOTTO <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />6 <br />2 STORY COL. <br />@ GIRDER <br />� <br />SHEATHING CAN STOP ONCE UNDER <br />7 <br />PLESARLE <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 />J.° <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />SEE SS FOR RETROFIT <br />SEE $/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />MORE INFORMATION <br />HEADER STRAPS <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 />(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 @ <br />END OF HEADER <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <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 <br />INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />FACE OF HEADER/STUDS <br />DOUBLE 2x4 <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <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 />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 OF2 <br />WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS (2) 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />O O 12dTOENAILS. <br />(1)INTERIOR ILPLEADER/ 2 <br />3" O/C <br />2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN <br />END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x PLATE W/ 12d TOENAILS. <br />CqT Np <br />F4�•?x�TO <br />„ <br />2x STUDS @ 16 O.C. <br />W/ 2 12d TOENAILS T/B <br />O INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) SILL (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />tiljN <br />(2) 10d TOENAILS AT EACH 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />EXTERIOR HEADERS <br />END OF SILL (MAX. OPENING E <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 />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 />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 />° <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 />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/ 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 2x4 W/ 2 ROWS <br />PER PLAN <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 />�0 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />':cam <br />0 <br />car <br />mi <br />W <br />m <br />f� =, <br />C2. <br />C �- a- <br />tRi `L3 N � <br />to O <br />� <br />4 <br />d d <br />�. -- <br />3 <br />3 L <br />CD d .� <br />-M <br />N, rs <br />,E <br />t0 G <br />ff <br />ro <br />,i:•�lot­ <br />5 ¢�� <br />Fop •' <br />t� <br />,••• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spermcations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentiial <br />7th Edition. 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AC�7�T J-u�-Tile i, �r - i - I T -r Tr- �- r '-i i ��: rd: -rr - <br />