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11 TF,gyFM!11WW1 '111 r�r,.rr".l�,l"'I''rM,1P 1' i 1 ' 111 `1' jllffT1R1lIA11R 611 <br />I <br />I <br />I <br />I <br />I <br />I <br />--------------- <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />ON FLOOR SYSTEM TO MASONRY WALL <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />IS INSTALLED). <br />SEE FOR 2 <br />BLOCKING <br />DETAILS <br />FLOOR SYSTEM <br />SEE PLAN <br />EXT. SHEATHING <br />FLUSH W/ TOP <br />OF MASONRY & 8d <br />NAILS T/B FLANGE <br />2x STUDS—, <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />' SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SECTION CORNER CAN NOT BE INSTALLED <br />FRAMING ATTACHMENT <br />N.T.S. <br />SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />JAMB STUD <br />O SIMPSON SP2 w/ (12) 10d NAILS <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />OB SIMPSON LSTA24 w/(18) 10d NAILS <br />P. <br />2- 2 x 4 SPF <br />O SIMPSON CS16 w/ MIN. 12" END <br />A <br />TOP PLATES <br />LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />C <br />AT 16" O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />(2) 2x HEADER <br />G <br />SEE PLAN <br />E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />:i <br />of <br />EACH END W/ 7" EMBEDMENT. IF <br />.'i <br />AT STEP DOWN LOCATION, MIN 7" <br />Li <br />!. <br />2 x SPF <br />EMBEDMENT PAST STEP. <br />BASE PLATE <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C <br />H B <br />�.°I <br />C <br />FLOOR SYSTEM <br />SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />EWALL OR <br />BEAM WALL) AT EACH STUD AT HEADER / <br />'1 <br />JAMB CONDITION OR IF BUILT-UP <br />STUDS ARE w/IN WALL SYSTEM A.B. TO <br />TOP PLATES <br />BE SPACED W/IN 6" FROM OPENINGS <br />AND MULTIPLE STUD PACKS <br />2 x 4 #2 SPF STUDS <br />2 RSILL OR HEADER <br />AT 16" O.C. U.N.O. <br />(2) 2x HEADER <br />G <br />(Nj PLATE W/ (2) 12dTOENAILS. <br />PLAN <br />EXTERIOR HEADERS <br />E <br />F <br />TYP <br />FSEE <br />F <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />I` • <br />T <br />2 x 4 P.T. <br />OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />BASE PLATE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />16"1 <br />SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />2 STORY I NT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />5 <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />SCALE: N.T.S. <br />LOWER ROOF. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />NAILS BENT OVER TOP PLATE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />( 2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />END OF SILL (MAX. OPENING <br />—\ <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 <br />MIN (3) 2x #2 SPF STUDS @ END <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />EACH END <br />REQ'D JAMB INFO <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />END OF OPENING <br />CENTERED <br />NAILED TO STUD PACK <br />FLOOR DECK <br />W/ 10d NAILS @ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SEE PLAN FOR BEAM <br />SIZE & CONNECTIONS <br />HEADER CONN. <br />@ 2nd FLOOR <br />W/ HIGH BM <br />r9� <br />SCALE: N.T.S. <br />(2)- 12d <br />TOENAILS 2x4 <br />TO TRUSS TOP. <br />GABLE END FLOOR <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />Q BELOW AND ALT. <br />BLOCKING INFO 0 <br />1. APPLY SUB <br />FLOOR <br />ADHESIVE TO <br />2x4 CONTACT <br />I <br />SURFACE (A� 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />FRAMING PLAN FOR WOIST <br />AT 48" O.C. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />1-1/8" RIM BOARD <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />�% <br />WALL SHEATHING <br />/; <br />(2) 12d TOE NAILS TOP <br />TO RIM BOARD <br />�'� & BOTT. CHORD <br />AJS BLOCKING PANEL @ 24" <br />O.C. (MAX) AND @ EACH <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />SEE R/S6 FOR <br />CORNERS <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />MASONRY WALL <br />EACH SIDE <br />BLOCKING DETAIL 2 <br />SCALE: N.T.S. <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 />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />IF OPENING IS GREATER THAN 4, <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />PLYWOOD ATTACHED PER <br />TYPICAL BLOCK WALL <br />NAILING SCHEDULE <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTAM36 W/ (7) <br />TIE BEAM <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />HEADER CONN. @ 2nd FLOOR <br />SYSTEM 42 SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />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 LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />10d NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PLATE THEN DOWN THE <br />2) 2x HEADER SEE PLAN <br />FACE OF HEADER/STUDS <br />2x CRIPPLES @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />OPENING NAILED TO STUD <br />PACK W/ 10d NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />FEET BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SIMPSON (2) MSTAM36 w/ (7) <br />TO BE INSTALLED AT EACH END. <br />10d NAILS & (4) 1/4"x2 1/4" <br />�. <br />TAPCONS <br />r; ; <br />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE <br />BEAM <br />2X CONT. RIBBON <br />HEADER CONN. @ 2nd <br />FLOOR [DOUBLE STRAP] r10 <br />SYSTEM 42 SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />(3) 2x # SPF <br />STUDS w/ 10d @ <br />8" O.C. EACH SIC <br />U.N.O. ON PLAN <br />2X CONT. RIBBON - <br />TYPICAL BLOCK <br />WALL ---- <br />(2) SIMPSON MSTAM36 w/ <br />(7) 10d NAILS & (4) 1/4"x2 <br />1/4" TITENS <br />GIRDER/COL. CONN. <br />)R 2 PLY GIRDER <br />CUSS. SEE PLAN FOR <br />)NNECTION. <br />=E PLAN FOR CONN. <br />- 2x SPF TOP PLATE <br />FLOOR DECK <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />2nd FLOOR <br />SCALE: N.T.S. <br />PLAN FOR CONN. <br />SEE PLAN FOR <br />COL. SIZE <br />I <br />I <br />I <br />I NAILING AREA (TYP.) <br />I <br />(2) SIMPSON MST37 <br />STRAPS w/ (42) 16d NAILS <br />------------------- <br />FLOOR SYSTEM OR <br />2-STY. FRAMING <br />BAND JOIST & BLKG. <br />OR LVL GIRDER <br />(BLOCK SOLID) <br />SEE PLAN FOR <br />I <br />I <br />COL. SIZE <br />I <br />I <br />_ <br />= SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />2 STORY COL. @ GIRDER r7 <br />SCALE: N.T.S. <br />2x4 STUDS <br />PER PLAN <br />DOUBLE 2x4 <br />TOP PLATE <br />2 WS10d@ <br />3 0/ <br />N <br />PROVIDE 2x4 ON —J <br />TOP OF 2x8 TO <br />BLOCK OUT TOP <br />PLATE ATTACH <br />W/ (2) 10d NAILS <br />@ 3" O.C. 2x4 BEYOND <br />AGAINST 2x8 <br />STUDS <br />2x8 STUDS --v <br />PER PLAN <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />TOP SPLICE <br />JLDOUBLE <br />2x8 TOP <br />PLATE <br />2x4 W/ 2 ROWS <br />OF 10d NAILS <br />@ 3" O.C. <br />11 <br />(1) SIMPSON LSTA30 w/ (22) <br />10d NAILS BENT OVER TOP <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />FACE OF HEADER/STUDS <br />FOR 2x8 WALL) <br />@ 24" O.C. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />EXCEEDING 6 FEET. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d <br />10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />2x CRIPPLE AT EA. <br />INFO <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />PACK w/10d NAILS <br />@ 8"o.c. <br />FLOOR DECK <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON LSTA30 FROM <br />WINDOW JAMB TO <br />FLOOR TRUSS/ SOLID <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />HEADER CONN. <br />@ 2nd FLOOR 4 <br />SCALE: N.T.S. <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTIOI <br />OF CRIPPLES IF LONGER THAN 8" <br />TALL. (CONTRACTOR MAY USE RT <br />CLIPS) NAIL BACK LEG OF CIPPLE <br />HEADER w/ (2) 12 TOENAILS <br />HEADER FLUSH TO OUT; <br />DOUBLE 2x6 OR 2x8 TOP <br />PLATE SEE PLAN <br />12d NAILS AT 6" <br />O.C. TYP T & B <br />(2) 2 x #2 1 <br />SYP U.N.O. <br />2 x CONT. T & B <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />L <br />(2) 2x8 OR (2) 2x6 TOP <br />PLATE SEE PLAN <br />(2) 2x HEADER TO SIT <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2x6 / 2x8 WALL BEYOND SEE <br />FLOOR PLAN FOR HEADER <br />CONNECTION <br />SEE STANDARD HEADER <br />CONNECTION DETAILS FOR <br />MORE INFORMATION <br />SIMPSON SP6 w/ (6) 10d x <br />1 1/2" (USE SP8 FOR 2x8 <br />WALL) @ 24" O.C. <br />BOX HEADER <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />(2) 2x TOP PLATE <br />/—NAILS WRAPPED UP AND <br />2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />- _ <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />_ - <br />NAILS AT BASE <br />41TO <br />"PROVIDE (2) CRIPPLES BELOW <br />ANY GIRDER TRUSS IN THIS <br />-— <br />SITUATION. CONNECT G.T. TO <br />- <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />(IF CRIPPLES ARE LESS THAN 8" <br />. <br />LONG NO STRAPS ARE REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR <br />TO STUDS TO MATCH <br />MORE INFORMATION <br />HEADER STRAPS <br />/—(2) SIMPSON LSTA24 w/ (18) 10d NAIL <br />(2) 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />HEADER <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS <br />AT EACH END TYP. <br />"FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />ATTACHED w/ (2) 16d TOENAILS AT <br />EACH END <br />(2) 2x SILL PLATE <br />2x STUDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />SCALE: N.T.S. <br />N L C <br />@U_4- <br />1`kCA <br />o 0 N x <br />N N <br />N � � <br />0- y <br />r a 0W <br />>7 <br />.\ b .• <br />_ <br />•, FLO. k, <br />OFE SSJOV%t <br />o���� <br />To the best of the Engineer's 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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />40 8 <br />W CD <br />g g8 <br />N N pi LL <br />V 6 <br />O u_ Lu <br />Lo <br />to <br />M Nr0 Niv� �`a4 <br />a <br />LLLL a <br />� J O <br />—ern <br />W 'oc Cg o,, <br />Q L <br />•f. <br />W to °'LL <br />N M z < N O <br />a5, cal � N <br />O U <br />W ❑ ❑ ❑ <br />N <br />z � <br />z <br />Q $ <br />E3 <br />a <br />Z <br />z <br />^N' U 2 <br />W <br />C1 <br />— u- <br />Tom_ ., . <br />•U <br />Ow <br />N c � <br />�N 73 r <br />Q Y <br />pp <br />w <br />J <br />LL E <br />ai <br />2 <br />�a <br />Zo <br />Q <br />E ° <br />FT <br />go <br />�� <br />V <br />Uo <br />H <br />Z <br />g E <br />to <br />QS <br />J <br />mf <br />r0 <br />U) <br />a <br />0 <br />z <br />_1 <br />j <br />b <br />W <br />o <br />5 <br />a <br />� <br />yLL <br />�K <br />a <br />o <br />co <br />w� <br />J <br />O <br />� <br />co <br />J <br />OtM <br />L <br />CU <br />T <br />CrCN <br />T <br />O <br />� <br />O <br />o <br />Lo <br />CN <br />Q N <br />r, <br />T� <br />m <br />T <br />? <br />z <br />I <br />E O I_D <br />_ <br />C <br />a <br />U p <br />3 <br />JOB <br />NO: 22-02351 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />