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I <br />I <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />(1) USP LSTA30 STRAPS <br />BENT OVER TOP PLATE <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" <br />I <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />TRUSS. SEE PLAN FOR <br />/ <br />OF HEADER/STUDS W/ @ 24" O.C. <br />I <br />MASONRY WALL <br />CONNECTION. <br />(22) 10d NAILS <br />EXT. SHEATHING <br />BELOW AND ALT. <br />SEE PLAN FOR CONN. <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO A <br />Q <br />@ 2 2x HEADER SEE PLAN <br />2x CRIPPLES 16" O.C. ( ) <br />I SEE FOR <br />I BLOCKING NAILS T/B FLANGE <br />� a <br />1. APPLY SUB <br />(3) 2x #SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />I DETAILS <br />� <br />� <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8 O.C. EACH SIDE <br />EXTERIOR HEADERS <br />END OF SILL. MAX. <br />I ' <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />1 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING WIDTH 4 FEET. ( ) <br />• o <br />SURFACE QA 2x4 #2 BLOCKING <br />OPENING LARGER THAN 4 ft (2) 2x <br />IF OPENING IS GREATER <br />j <br />FLOOR SYSTEM I <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 />' <br />THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE <br />EXCEEDING 6 FEET. <br />MIN (3) 2x #2 SPF STUDS @ END <br />A MP3 CLIP IS TO BE <br />J • • <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />'•� <br />' ' <br />INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,• <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />JAMB INFO <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d <br />(2) USP MSTAM36 STRAPS w/ (8) 10d <br />EXTERIOR STRUCTURAL <br />•� <br />1-i/8 RIM BOARD <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (5) Y4" x 2 Y4' TAPCONS <br />SHEATHING (MIN. 7/16") <br />FLOOR <br />PLAN <br />NAILED TO STUD <br />CENTERED ON FLOOR SYSTEM TO '` <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE <br />PACK w 10 NAILS FLOOR DECK <br />MASONRY WALL BELOW. CONTRACTOR <br />WALL SHEATHING <br />(2) - 12d TOE NAILS TOP <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN <br />MAY USE (2) SIMPSON MSTAM36 STRAPS <br />w/ (7) 10d NAILS & (4) x 2 Y" TITENST <br />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 114 TAPCONS. <br />USP LSTA30 FROM WINDOW <br />,Y" <br />INSTEAD OF USP MSTAM36 STRAPS. IF <br />SCALE: 1 1/2" =1'-0" <br />AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" <br />GABLE END RIM JOIST <br />O.C. (MAX) AND @EACH <br />END OF WALL UNDER <br />SIMPSON (2) MSTAM36 W/ (7) <br />10d NAILS & (4) Y4'x2Y4" TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />BLOCKING BELOW. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />IL <br />STRAPS w/ (10d NAILS (2) <br />2) <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />INSTEAD OF USP STRAP. <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SIMPSONSTRAPS <br />MSTA36 STRAPS (26) 1 <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />SECTION CORNER <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL CAN BE IGNORED <br />IS INSTALLED). EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. 2nd FLOOR 3 <br />HEADER CONN. 2nd FLOOR 4 <br />SCALE: 112" = V-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />SEE Q/S4 FOR <br />JAMB STUD <br />USP SPT24 @ EA. STUD W/6-10d <br />O <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 />USP SPT4 W/ (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @ HEADER LOCATION SEE <br />REQ'D TYP �� <br />@ 24 O.C. <br />B <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />c <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />o°o o°o o .a,l ooA a.°o <br />USP LSTA24 W/( 18) -10d NAILS <br />CRIPPLES IF LONGER THAN 8" TALL. <br />- 2 x 4 SPF Q USP RS150 W/ MIN. 12" END <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />SEE PLAN FOR CONN. <br />(CONTRACTOR MAY USE RTT CLIPS) <br />NAIL BACK LEG OF CiPPLE TO (2) 2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) USP LSTA30 STRAPS BENT <br />OVER TOP PLATE THEN DOWN <br />@ 24" O.C. <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS ABOVE & (11) 10d <br />(2) - 2X SPF TOP PLATE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. (� USP SPT22 W/ (6)-10d TO STUD & <br />THE FACE OF HEADER/ STUDS <br />W/ (22) 10d NAILS <br />(2) 2x HEADER SEE PLAN <br />_ <br />I I NAILING AREA <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />(2) 2x HEADER G <br />/ (4) - 10d TO PLATE <br />SEE PLAN FOR <br />(TYP.) <br />I I <br />I CONNECTION <br />SEE PLAN <br />QE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />COL. SIZE <br />i (2) USP MSTA36 STRAPS CENTERED <br />—— <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) 12dTOENAILS. <br />w/ (22) 1d NAILS OR (2) SIMPSON <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />EXTERIOR HEADERS <br />MSTA36 STRAPS w/ (26) 10d NAILS <br />PLATE SEE PLAN <br />MORE INFORMATION <br />2 x SPF EMBEDMENT PAST STEP. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FLOOR SYSTEM OR <br />(EITHER USP OR SIMPSON STRAPS <br />12d NAILS AT 6" <br />BASE PLATE Q USP SPT4 EACH STUD <br />F <br />�� <br />2x CRIPPLES @ 16 O.C. <br />OPENING LARGER THAN 4 ft 2 2x <br />() <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />2-STY. FRAMING <br />ARE ADEQUATE) <br />O.C. TYP T & B USP SPT6 OR <br />C B H B C <br />PRE-ENGINEERED @ HEADER / JAMB CONDITION <br />FLOOR SYSTEM OR IF BUILT-UP STUDS ARE <br />W/ (2) 12d TOENAILS T/B <br />(2) - 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />f ` SPT8 @ 24" o.c. <br />(2) 2 x #2 I <br />EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE <br />`.� SILL (MAX. OPENING WIDTH 4 <br />OR LVL GIRDER <br />SYP U.N.O. / 1 <br />SPACED W/IN 6 FROM OPENINGS <br />- 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET). IF OPENING IS GREATER <br />I I (BLOCK SOLID) <br />r(2) AND MULTIPLE STUD PACKS <br />PLATES <br />OPENING NAILED TO STUD <br />THAN 4 FEET, BUT NOT EXCEEDING <br />6 FEET, A MP3 CLIP IS TO BE <br />SEE PLAN FOR <br />I iP <br />I I <br />2 x CONT. T & B <br />OINTERIOR HEADER <br />PACK W/ 10d NAILS @ 8"0,C. <br />INSTALLED TO EACH END <br />COL. SIZE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2 x 4 #2 SPF STUDS B <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />_ _ _ USP HTT45 BASE W/ <br />r <br />(ANCHOR <br />B 0 X HEADER <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />OPENING LARGER THAN 4 ft (2) 2x SILL <br />�, FLOOR TRUSS/ I -JOIST SEE PLAN <br />�� I <br />BOLT W/$ <br />(2) 2x TOP PLATE <br />E F TYP SEE PLAN <br />F F <br />PLATE W/ MP3 CLIPS EACH SIDE <br />2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER <br />USP MSTAM36 STRAP(S) <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) LSTA12 WRAPPED UP <br />D <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />AND OVER TOP PLATE �� <br />o.°a. <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />�� 2x CRIPPLES @ 16 O.C. W/ USP <br />g" SEE FOUND. PLAN FOR FTG. REQ. <br />CONNECTIONS. ATTACH STUDS w/ (3) <br />12d TOENAILS T&B <br />SIMPSON MSTAM36 W/ (7) <br />BELOW JAMBS <br />;'° <br />� <br />° SPT22 & SPT24 (OR SPT4) <br />TOP <br />10d NAILS & (4) Y4'x2Y4' <br />CONNECTORS @ <br />TAPCONS INSTEAD OF USP <br />• <br />PROVIDE (2) CRIPPLES BELOW <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />2 ST. I NT. BEARING WALL <br />STRAP. EITHER STRAP IS <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />TO ANY GIRDER TRUSS IN THIS <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />ADEQUATE <br />MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CONN. <br />@ 2nd FLOOR r6 <br />STUDS BELOW HTW20 @ BASE TO HEADER <br />5 LOWER ROOF. <br />2 STORY COL. <br />GIRDER <br />(IF CRIPLLES ARE LESS THAN <br />7 <br />8" LONG NO STRAPS ARE <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />REQ'D) <br />SCALE: 1/2" = V-011 <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 />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 />(2) LSTA24 (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />(2) USP LSTA30 STRAPS <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />@ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN <br />BE IGNORED <br />BENT OVER TOP PLATE <br />USP MP3 EACH END TYP. <br />THEN DOWN THE FACE OF <br />(2) 2x HEADER SEE PLAN <br />* FOR OPENINGS LESS THAN 4'-0" WIDE, <br />HEADER/STUDS W/ (22) 10d <br />DOUBLE 2x4 <br />SILL MAY BE ATTACHED W/ (2) - 16d <br />(1) USP LSTA30 STRAPS BENT <br />OVER TOP PLATE THEN DOWN <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />• <br />TOP PLATE <br />TOENAILS @EACH END <br />THE FACE OF HEADER/ STUDS <br />@ 24" O.C. <br />INTERIOR HEADER <br />• <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />W/ (22) 10d NAILS <br />(2) - 2X SPF TOP PLATE <br />2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />° <br />3" O/C� <br />CqT ti4 <br />CRIPPLES <br />(2) <br />@ END OF HEADER. SEE <br />2x STUDS @ 16" O.C. <br />2x @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />A8"�� Op <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />(2) - 10d TOENAILS AT EACH <br />END OF SILL X <br />(MAX.OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2x CRIPPLE AT EACH END OF <br />(2) - 10d TOENAILS AT EACH END OF <br />��.� SILL (MAX. OPENING WIDTH 4 FEET). <br />, <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). <br />OPENING LARGER THAN 4 ft (2) 2x <br />OPENING NAILED TO STUD <br />r8 <br />OPENING <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />° <br />IS GREATER THAN 4 FEET <br />,. FEET BUT NOT EXCEEDING 6 FEET, <br />° <br />SCALE: N.T.S. <br />BUT NOT EXCEEDING 6 FEET, <br />A MP3 CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />A MP3 CLIP IS TO BE INSTALLED AT <br />EACH END. <br />PROVIDE 2x4 ON <br />' <br />INSTALLED AT EACH END <br />OF HEADER SEE Q/S4 FOR <br />FLOOR DECK <br />TOP OF 2x8 TO <br />° <br />REQ'D JAMB INFO <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />USP LSTA30 CENTERED <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PLATE ATTACH <br />END OF OPENING <br />W/(22) 10d NAILS <br />(2) USP MSTAM36 STRAP(S) <br />°' <br />w�` <br />'r—2X CONT. RIBBON <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK <br />! <br />FLOOR DECK <br />CENTERED W/ (8) 10d NAILS <br />& (5) 1/4 TAPCONS. <br />�.. <br />@ 3" O.C. 2x4 BEYOND DOUBLE <br />W/ 10d NAILS @ 8"o.c. , <br />. �,� , <br />CONTRACTOR MAY USE <br />TIE BEAM <br />AGAINST <br />2x8 2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS PLATE <br />SEE PLAN FOR BEAM <br />i <br />10d NAILS & (4) /4„ x2/4 <br />BELOW JAMBS <br />2x8 STUDS <br />2x4 W/ 2 ROWS <br />SIZE &CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN <br />OF 10d NAILS <br />- <br />STRAP. EITHER STRAP IS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. <br />@ 2nd FLOOR <br />ADEQUATE 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 />1 o <br />1 <br />SCALE: 1/2" =114' <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />Lou <br />zo <br />z CD <br />JUMP) <br />Q <br />a <br />z <br />O <br />cn <br />4—j w <br />0 <br />�U — <br />m <br />w <br />O <br />� <br />l/i = <br />N <br />o 0 <br />U <br />�.� <br />—8 <br />04 <br />CDM <br />W M <br />C0 cn <br />Ooa <br />_ <br />Uiv <br />LL M <br />7 <br />Sao <br />� o <br />Q <br />LO <br />rn <br />Q d <br />AlN <br />C.SBD.0 <br />AO <br />YY <br />¢S <br />ly <br />N <br />rS <br />O1 M � <br />W <br />tL kid <br />• <br />ILA C)x4v� <br />W_ <br />W 'aNltl,1\0 <br />m <br />71717 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C? <br />Z (V <br />Oar, <br />to .5; % O <br />��+�MO <br />M <br />a °2 <br />U_ <br />j 10,1 <br />a �� <br />Z <br />WJ <br />0 <br />�f- <br />J <br />�Lz <br />W <br />W z l•- d <br />�Hi�0lox <br />z <br />z>.aU0 <br />z���gQ <br />zzz <br />W <br />> a U O u0 <br />O N <br />0 J <br />I,, W <br />�0-0z <br />O <br />o <br />i\ <br />Ln <br />N <br />L0 <br />U A <br />J <br />W <br />Y ij <br />0 <br />I..V <br />z <br />Q <br />Q ~ <br />oo�� <br />011z,0W° <br />ao <br />w <br />zZM! ZZ <br />W W <br />` <br />/ <br />W <br />f" i— g W 162 <br />T..i w <br />Qo$a <br />00 <br />--A ZI- <br />MU-0 <br />z <br />°C <br />O0� <br />JYW <br />QO <br />aa <br />zMW <br />C) <br />LU <br />LU <br />~ <br />O <br />z W <br />g <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />D2 <br />