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(2)- 12d <br />GABLE END FLOOR <br />� <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />TO TRUSS TOP <br />CONNECTIONINFO TO <br />MAASONRYWAL <br />INJ <br />EXT. SHEATHING <br />BELOW AND ALT. <br />FLUSH W/ TOP <br />BLOCKING INFO <br />OA <br />7T <br />SEE FOR 2 OF MASONRY & 8d <br />NAILS T/B FLANGE <br />APPLY1. SUB <br />BLOCKING <br />° <br />FLOOR <br />+ <br />DETAILS <br />2x STUDS <br />© <br />ADHESIVE TO <br />2x4 CONTACT <br />•; <br />SURFACE <br />OA 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />FLOOR SYSTEM <br />FRAMING PLAN FOR WOIST <br />AT 48" O.C. <br />.. <br />,. <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />• <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />— — — — — — — — — — — — — <br />°• <br />• <br />• <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />1/2" GYP. BOARD OR <br />BLOCKING <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />•• <br />SHEATHING (MIN. 7/16") <br />ON FLOOR SYSTEM TO MASONRY WALL <br />•°• •° <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />& BOTT. CHORD <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24" <br />IS INSTALLED). SCALE: N.T.S. <br />O.C. (MAX) AND @ EACH <br />SCALE: N.T.S. <br />GABLE END RIM JOIST <br />END WALL UNDER <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />- 10d TOE NAILS <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />E <br />EACH SIDE <br />FRAMING ATTACHMENT <br />BLOCKING <br />DETAIL <br />1 <br />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 SIMPSON SP2 w/ (12) 10d NAILS <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />JAMB STUD <br />REQ'D TYP-72x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />�•o.a <br />a..o.Ll o..o. a, .o. <br />T 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 />(1) SIMPSON LSTA30 w/ (22) 10 <br />@ <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />C <br />o <br />2 x 4 #2 SPF STUDS <br />AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(2) 2x HEADER <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <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 />P . <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />X.2 <br />x SPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 1fld x 1 1/2" (USE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />C <br />B H B <br />C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />—`--SILL (MAX. OPENING WIDTH 4 FEET). <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <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 />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 />BE SPACED W/IN 6" FROM OPENINGS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />AND MULTIPLE STUD PACKS <br />e <br />2x4#2SPF STUDS <br />g <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />\\ <br />;; <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />„ <br />AT 16 O.C. U.N.O. <br />(2) 2x HEADER <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAiLS. <br />EXTERIOR HEADERS <br />� <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />E <br />F <br />TYp <br />SEE PLAN <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SIMPSON MSTAM36 W/ (7)------TIE <br />BEAM <br />F <br />F <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />10d NAILS & (4) 1/4"x2 1/4" <br />` <br />D <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />PROVIDE BLOCKING <br />g" <br />SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR ATTACHED PER NAILING SCHEDULE <br />rj FOR EXTERIOR 2 STORY WALLS ONLY. <br />SCALE: N.T.S. SHEATHING CAN STOP ONCE UNDER <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR <br />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 OVERTOP 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 />(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 />HEADER CONN. @ 2nd FLOOR <br />SYSTEM 42 SCALE: N.T.S. <br />A <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />FOLLOWED <br />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 />.r" <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 />TAPCONS <br />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE BEAM <br />2X CONT. RIBBON <br />HEADER CONN. @ 2nd <br />FLOOR [DOUBLE STRAP] 10 <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 />IUSS. SEE PLAN FOR <br />)NNECTION. <br />=E PLAN FOR OONti. <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 />EE 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 />FLOOR SYSTEM OR <br />2-STY. FRAMING <br />BAND JOIST & BLKG. <br />OR LVL GIRDER <br />fl <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 />o- <br />MIN. 6" EMBEDMENT <br />(1) SIMPSON LSTA30 w/ (22) <br />10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 <br />FACE OF HEADER/STUDS FOR 2x8 WALL) <br />@ 24" O.C. <br />2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING WIDTH 4 FEET, EXTERIOR HEADERS <br />IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE MIN 3 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END ( ) <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />2x CRIPPLE AT EA. INFO <br />END OF OPENING SIMPSON LSTA30 w/ (11) 10d <br />NAILED TO STUD TO STUDS ABOVE PLATE <br />PACK w/10d NAILS <br />@ 8"o.c. FLOOR DECK <br />SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN <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 />3 HEADER CONN. @ 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 OUTS <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 />. e <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. 2x CRIPPLES TO <br />MATCHJACK <br />STUDS BELOW <br />2 STORY COL. @GIRDER <br />SCALE: N.T.S. <br />2x4 STUDS <br />PER PLAN <br />• DOUBLE 2x4 <br />• TOP PLATE <br />• 2 WS10d@ <br />3" O/C A XTFN <br />• • ��FAB?x�T TOP SPLICE <br />Ml,� Op <br />PROVIDE 2x4 ON <br />TOP OF 2x8 TO <br />BLOCK OUT TOP <br />PLATE ATTACH <br />W/ (2) 10d NAILS <br />@ 3" O.C. 2x4 BEYOND DOUBLE <br />AGAINST 2x8 ol 2x8 TOP <br />STUDS PLATE <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <br />NOTE: OF 10d NAILS <br />PLATE LENGTHS MUST BE @ 3" O.C. <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL �1 <br />SCALE: N.T.S. <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 SP$ FOR 2x8 <br />WALL) @ 24" O.C. <br />BOX HEADER <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <br />"PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />SITUATION, CONNECT G.T. TO <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 />LONG NO STRAPS ARE REQ'D) <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 />(2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN <br />— MIN (3) 2x #2 SPF STUDS@ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />— SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />(2) 2x SILL PLATE <br />2x STUDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />SCALE: N.T.S. <br />;l <br />c.e <br />+p <br />CY <br />_ N O Rd <br />y CV <br />i CD <br />C E <br />C C1 <br />�1 <br />N .... <br />.� .• '• <br />��1 S E. <br />.� <br />7'2V Ot <br />i <br />r 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 />Residentiel 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 />N <br />W <br />Q <br />N o <br />N c0 IsmN_ ro <br />0 C. <br />N j), LO_"Ia <br />4 <br />LJL y W <br />t, a Y <br />0 <br />@ N cp O <br />WW in�6j6' <br />M <br />Z L0 Mz a <br />IL <br />LL <br />6 o <br />Z N O0< <br />W o0 <br />(My O <br />z � N <br />z � � <br />Q . <br />'t <br />N <br />M <br />� o <br />M <br />U <br />O <br />w o <br />w <br />�N.5 <br />U) <br />U <br />W J <br />�- - E <br />Op 0 <br />N of <br />� <br />m <br />o <br />w <br />M <br />Cl) <br />¢ <br />h <br />z <br />a <br />141W <br />LL <br />:E <br />O <br />E <br />w o <br />w� <br />o <br />Z® <br />" <br />U <br />Q� <br />KO <br />0O <br />U <br />O <br />N <br />aF <br />z <br />¢o <br />O� <br />dz <br />�t <br />Qam� <br />W <br />td <br />in <br />O� <br />O <br />0� <br />in <br />�m <br />aw <br />� <br />N <br />o <br />z <br />30 <br />a <br />Q <br />mF <br />WLL <br /><o <br />CD� <br />W <br />1 0 <br />E <br />d- <br />u <br />`zQ <br />a0 <br />°� <br />C 0 <br />= <br />>M <br />Ocu <br />(� r <br />O <br />T <br />r <br />Cr <br />Q <br />Y <br />m <br />LLO <br />O <br />o <br />.� <br />Lin <br />N <br /><( ^ <br />r <br />E <br />CV <br />n <br />° <br />z <br />z <br />O <br />a <br />E <br />0 _j ¢ o <br />JOB <br />NO: 22-08307 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />