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11 <br />I — — --! I I 1 I LI IF!II Ir Ills 1 <br />J--1- 1 !U11--- - <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 1 <br />N.T.S. <br />SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />A� SIMPSON SP2 w/ (12) 10d NAILS <br />JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />�B SIMPSON LSTA24 w/(18) 10d NAILS <br />l <br />TYP. <br />2 - 2 x 4 SPF <br />O SIMPSON CS16 w/ MIN. 12" END <br />q <br />TOP PLATES <br />LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & 11 10d <br />j <br />NAILS TO STUDS BELOW. <br />�^ <br />2 x 4 #2 SPF STUDS <br />C <br />. <br />AT 16" O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />u,l <br />2 2xHEADER <br />() <br />G <br />C1 <br />SEE PLAN <br />E 24"O.C. AND 6r FROM <br />5/8u A.B. @ <br />O <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />PAST STEP. <br />I <br />L2XSPFEMBEDMENT <br />E PLATE <br />PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2 (USE <br />O <br />C <br />�� <br />B B <br />H <br />°� <br />C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 <br />•J <br />EWALL OR <br />BEAM WALL) AT EACH STUD AT HEADER / <br />JAMB CONDITION OR IF BUILT-UP <br />22) - 2 x 4 SPF <br />STUDS ARE WIN WALL SYSTEM A.B. TO <br />j <br />TOP PLATES <br />BE SPACED W/IN 6" FROM OPENINGS <br />a <br />AND MULTIPLE STUD PACKS <br />LH 12 x 4 #2 SPF STUDS <br />g <br />G INTERIOR HEADER <br />O <br />G <br />2 (1)2xSILL PLATE W/ ( ) 12dTOENAILS. <br />AT 16" O.C. U.N.O. <br />(2) 2x HEADER <br />EXTERIOR HEADERS <br />E <br />F <br />TYP <br />SEE PLAN <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />T <br />TI <br />F <br />F <br />2 x 4 P.T. <br />OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />-I <br />D <br />BASE PLATE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />6" <br />1 SEE FOUND. PLAN FOR FTG. REQ. <br />H STUDS UNDER 2nd FLOOR HEADER ARE <br />O <br />'D T H CONNECTIONS. NOT REQ O HAVE A <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 />r5 <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 <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 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 />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 />a@ 2nd FLOOR <br />W/ HIGH BM <br />r� <br />SCALE: N.T.S. <br />(2)- 12d <br />GABLE END FLOOR <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />MASONRY WALL <br />BELOW AND ALT. <br />BLOCKING INFO O <br />1. APPLY SUB <br />0 <br />LO <br />FLOOR + <br />© <br />ADHESIVE TO <br />2x4 CONTACT <br />SURFACE � 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />FRAMING PLAN FOR I -JOIST <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 />JOIST SEE PLAN <br />8d NAILS @ 3" O.C. <br />WALL SHEATHING <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 <br />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) 10 <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 --------_-,-NAILING <br />SCHEDULE <br />\ <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. a@ 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 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 />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE BEAM <br />2X CONT. RIBBON <br />HEADER <br />CONN. a@ 2nd <br />FLOOR <br />[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 />;USS. 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 />SEE PLAN FOR CONN. <br />SEE PLAN FOR <br />COL. SIZE <br />I <br />I <br />NAILING AREA (TYP.) <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 />II <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 />FF <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />2 STORY COL. a@ GIRDER r7 <br />SCALE: N.T.S. <br />2x4 STUDS <br />PER PLAN <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 <br />INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF <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 FLOOR DECK <br />@ 8"o.c. <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 />FF <br />FF <br />DOUBLE 2x4 <br />FF TOP PLATE <br />FF <br />2 WS10d@ <br />3" O/C <br />FF <br />48'Mg iOA TOP SPLICE <br />FF <br />FF <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 />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 />MATCHJACK <br />STUDS BELOW <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 (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 />r„ <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <br />i <br />*PROVIDE (2) CRIPPLES BELOW <br />I� 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 />7I 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 />2x STUDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />SCALE: N.T.S. <br />O <br />N _ O <br />N � <br />_ <br />N '3 <br />?•. <br />00 <br />® <br />ae C <br />J � Lr) 0 0 <br />a <br />C)— <br />s <br />P' r' , <br />'Gv ds CD <br />1 v <br />_ • � ; <br />�N <br />h � 0, <br />04 <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 />n <br />W <br />W a 1- o co � <br />Q oo co co <br />N o0 J <br />NcF J Il <br />.-. <br />Q� a0 N W <br />M �t—I Ewa <br />Q Qj M V LL a Y <br />a Lu 5 <br />C9 JLLu- <br />L <br />J <br />O: MN(_O Q' Oin <br />W 0 0) d <br />n <br />Z N M z 03 O <br />LL <br />qxq <br />Z U U (n <br />W ❑oa <br />z cMv r� <br />0 <br />z N <br />a <br />a 0 <br />E3 <br />N z B <br />0 .o <br />(1) <br />U <br />O w o <br />�N <br />f6 — <br />U c <br />E <br />t g <br />., <br />m! <br />U F) <br />c <br />Q <br />° <br />N <br />I� <br />o <br />M <br />¢ <br />z <br />M <br />w <br />o � <br />G <br />� <br />oa <br />ns <br />uo <br />Z <br />F—T <br />C <br />o <br />p<oz <br /><_ <br />�< <br />�_ <br />N <br />o <br />¢� <br />41 � <br />_ <br />ao <br />.< <br />SV <br />mo <br />O <br />z <br />Z� <br />z <br />_� <br />v <br />I <br />m <br /><w <br /><w <br />o< <br />z <br />a° <br />a� <br />�w <br />W <br /><o <br />aLL <br />�3 <br />J= <br />w <br />�� <br />>° <br />a <br />ar <br />0 C:) <br />= <br />` <br />> c'7 <br />J <br />d" <br />M <br />0 <br />L0 <br />co �' <br />r <br />=) T <br />d. <br />IFF.-. <br />Cr Y <br />T <br />a <br />LO <br />N <br />Q N <br />6 <br />N <br />� N <br />o <br />Z <br />M <br />z <br />vi <br />E T- y <br />m <br />11. <br />L) Q p <br />JOB <br />NO: 22-02365 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />