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r I � _ ,���•�, VI I ' I I ll I' III ,11��•Ih� I � � I��U� <br />SEE FOR 2 <br />BLOCKING <br />DETAILS <br />EXT. SHEATHING <br />FLUSH W/ TOP <br />OF MASONRY & 8d <br />NAILS T/B FLANGE <br />2x STUDS--,, <br />FLOOR SYSTEM <br />I <br />SEE PLAN <br />I <br />-------------------------------------------- <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />ON FLOOR SYSTEM TO MASONRY WALL <br />'° '° <br />VERIFY W/ PLAN <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 />SCALE: N.T.S. <br />SCALE: <br />N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SECTION <br />CORNER CAN NOT BE INSTALLED <br />FRAMING <br />ATTACHMENT rj__-� <br />N.T.S. <br />SEE Q/S4 FOR <br />JAMB STUD <br />REQ'D TYP—, <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />(2) 2x HEADER <br />SEE PLAN <br />0 <br />L1] 2 x 4 #2 SPF STUDS <br />AT 16" O.C. U.N.O. <br />E F Typ <br />D <br />6" <br />BO 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 />AT 16" O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />G <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />EACH END W/ 7" EMBEDMENT. IF <br />STEP DOWN LOCATION MIN 7" <br />LAT <br />SPF <br />EMBEDMENT PAST STEP. <br />E PLATE <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />EWALL OR <br />BEAM WALL) AT EACH STUD AT HEADER / <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF <br />STUDS ARE w/IN WALL SYSTEM A.B. TO <br />k <br />TOP PLATES <br />BE SPACED WAN 6" FROM OPENINGS <br />AND MULTIPLE STUD PACKS <br />f <br />INTERIOR HEADER <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />(2) 2x HEADER <br />EXTERIOR HEADERS <br />SEE PLAN <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F <br />F <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 />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 PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR ATTACHED PER NAILING SCHEDULE <br />K^'5� FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />SCALE: N.T.S. 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 />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />A• <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 />j' <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. @ 2nd FLOOR <br />W/ HIGH BM <br />SCALE: N.T.S. <br />GABLE END FLOOR <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />0 BELOW AND ALT. <br />BLOCKING INFO O <br />1. APPLY SUB <br />FLOOR <br />ADHESIVE TO <br />2x4 CONTACT <br />SURFACE d 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR I B 2x4 SIDE BRACE <br />FRAMING PLAN FOR I -JOIST AT 48" O.C. <br />OR FLOOR TRUSS FOR BETWEEN JOISTS <br />CORRECT BLOCKING w/ (3) 12d EA. END <br />REQUIREMENTS TO HORIZ. <br />BLOCKING <br />1-1/8" RIM BOARD <br />JOIST SEE PLAN <br />8d NAILS @ 3" O.C. ' <br />WALL SHEATHING "� (2) 12d TOE NAILS TOP <br />TO RIM BOARD �j %' & BOTT. CHORD <br />' AJS BLOCKING PANEL @ 24" <br />%! O.C. (MAX) AND @ EACH <br />GABLE END RIM JOIST END OF WALL UNDER <br />SEE R/S6 FOR CORNERS <br />CONNECTION INFO TO (2) - 10d TOE NAILS <br />MASONRY WALL 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 OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />(1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS (2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS <br />END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />REQ'D JAMB INFO �. OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE <br />W/ (2) 12d TOENAILS T/B (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 FEET BUT NOT EXCEEDING 6 FEET, <br />OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. <br />PLYWOOD ATTACHED PER <br />TYPICAL BLOCK WALL --------,NAILING SCHEDULE <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTAM36 W/ (7) TIE BEAM <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />(2)-12d <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />° <br />HEADER CONN. @ 2nd FLOOR <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 SIDE <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 />1 OR 2 PLY GIRDER <br />TRUSS. SEE PLAN FOR <br />CONNECTION. <br />SEE PLAN FOR CONN. <br />- 2x SPF TOP PLATE <br />a016I3101*40 <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />GIRDER/COL. CONN. @ 2nd FLOOR <br />SCALE: N.T.S. <br />SEE PLAN FOR CONN. <br />SEE PLAN FOR NAILING AREA (TYP.) <br />COL. SIZE (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 />(BLOCK SOLID) <br />SEE PLAN FOR <br />COL. SIZE <br />:__ __ __: SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />r <br />MIN. 6" EMBEDMENT <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />6 2 STORY COL. a@ GIRDER <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />SEE 8/13-2 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 />TAPCONS <br />'' <br />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS <br />TIE BEAM <br />2X CONT. RIBBON <br />HEADER CONN. @ 2nd <br />FLOOR [DOUBLE STRAP] 00 <br />SYSTEM 42 SCALE: N.T.S. <br />2x4 STUDS <br />PER PLAN <br />FA <br />DOUBLE 2x4 <br />TOP PLATE <br />2 WS 10d @ <br />3" O/ <br />F <br />�8•-M� roA TOP SPLICE <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 2x8 TOP <br />STUDS PLATE <br />2x8 STUDS 2x4 W/ 2 ROWS <br />NOTE: PER PLAN OF 10d NAILS <br />PLATE LENGTHS MUST BE @ 3" O.C. <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL 11 <br />SCALE: N.T.S. <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 />INFO <br />2x CRIPPLE AT EA. <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 />FLOOR DECK <br />@ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON LSTA30 FROM <br />WINDOW JAMB TO <br />FLOOR TRUSS/ SOLID <br />BLOCKING BELOW. <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 />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 / �I <br />SYP U.N.O. I <br />2 x CONT. T & B <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />\ I / <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 />I <br />1 <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 />�P� 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 NAIL (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 />�2xDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />SCALE: N.T.S. <br />N s o <br />N QUco <br />N <br />M < <br />� O <br />N � <br />Q p r <br />NUi�;�IJ <br />LO <br />Z5 r- C <br />= U v O• <br />i/,-Op S S I ON <br />��WHIIIIlitltia\\ <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, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />/WRE <br />N_ <br />" � J <br />O NFA1 01 <br />a N v LL <br />0 - ;20 at"w <br />�12 <br />� Y <br />a LLLL a <br />u_ 0-_113 <br />� 9 <br />o O <br />J <br />W i'mNco �O <br />a <br />= N rNjZ ¢Qy0 <br />IL <br />ILW <br />pV CS_jy <br />Z <br />� 110 <br />z � <br />z iZ <br />z <br />- N <br />U) <br />Z M <br />O 'L N <br />LIJ <br />• <br />U <br />W <br />M <br />o <br />Z <br />J <br />LA_ <br />E o <br />Zo <br />>� <br />_® <br />E u <br />. <br />o�WM <br />oa <br />00 <br />zoe <br />Na <br />"ga <br />�oMz <br />0 <br />w <br />(� <br />- <br />$ y <br />�U <br />N� <br />o <br />2 <br />Z <br />Cn ac, <br />J <br />c m <br />Q <br />f N <br />(n <br />d <br />6 <br />O <br />=Q Z <br />J °w <br />a <br />W <br />o <br />_00 <br />W <br />C=) <br />a� <br />C <br />`O <br />= <br />�� <br />J <br />O°t <br />q <br />o� <br />L_ <br />0 <br />CM <br />c0 d' <br />O <br />Q <br />C �S <br />a. <br />W m <br />CD <br />F— <br />CD <br />O <br />� <br />M <br />N <br />O <br />N <br />LO <br />T <br />Q �. <br />T <br />E <br />T <br />41 N <br />M cal <br />z° <br />M <br />Z <br />E <br />c <br />a <br />0 <br />JOB <br />NO: 22-02353 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />R <br />w <br />