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(1) USP LSTA30 STRAPS <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />BENT OVER TOP PLATE <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED / <br />1 OR 2 PLY GIRDER <br />THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" <br />( ) <br />CONNECTION INFO TO <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUDS W/ <br />@ 24" O.C. <br />I <br />MASONRY WALL <br />CONNECTION. <br />(22) 10d NAILS <br />EXT. SHEATHING <br />Q 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 <br />Q <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />SEE FOR NAILS T/B FLANGE <br />BLOCKING <br />f <br />1. APPLY SUB <br />(3) 2x #SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />I DETAILS <br />0 <br />d <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />$" O.C. EACH SIDE <br />END OF SILL. MAX.EA. EXTERIOR HEADERS <br />I ' <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />. 1 2x <br />OPENING WIDTH 4 FEET. () SILL PLATE W/ (2) 12d TOENAILS. <br />I • • P <br />SURFACE OA 2x4 #2 BLOCKING <br />OPENING LARGER THAN 4 ft (2) 2x <br />IF OPENING IS GREATER <br />FLOOR SYSTEM <br />SEE PLAN <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE <br />EXCEEDING 6 FEET. <br />.. .. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END <br />• <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <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 />( ) <br />(2) USP MSTAM36 STRAPS w/ (8) 10d • •• <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />FLOOR TRUSS/ <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (5) Y4" x 2 Y4' TAPCONS • • <br />'• <br />SHEATHING (MIN. 7/16") <br />NAILED TO STUD FLOOR DECK <br />CENTERED ON FLOOR SYSTEM TO '° <br />VERIFY W/ PLAN <br />8d NAILS 3" O.C. <br />@ <br />JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <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 />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 1/4 TAPCONS. <br />USP LSTA30 FROM WINDOW <br />w/ (7) 10d NAILS & (4) Y4" x 2 Y4' TITENS <br />AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />INSTEAD OF USP MSTAM36 STRAPS. IF <br />SCALE: 1 1/2" - 1'-0" <br />O.C. (MAX) AND @ EACH <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />WOOD WALL IS BELOW USE 2 MSTA36 �� _ _ �� <br />() SCALE:3/4 -1 0 <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />10d NAILS & (4) Y4'x2Y4" TAPCONS <br />BELOW JAMBS <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />STRAPS w/ (22) 10d NAILS OR (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 />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />- 10d TOE NAILS <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL CAN BE IGNORED <br />NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />E <br />EACH SIDE <br />IS INSTALLED). EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />� <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONK. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd FLOOR 4 <br />SCALE: 1/2" = 1'-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />SEE Q/S4 FOR <br />A 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 />JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @HEADER LOCATION SEE <br />REQ'D TYP @ 24" O.C. <br />B 8 NAILS <br />O USP LSTA24 W/1 <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />` <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />o°o o°o r - o°o o°o <br />( ) -10d <br />CRIPPLES IF LONGER THAN 8" TALL. <br />P. - <br />2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END <br />EN <br />USP SPT4 W/ 6 10d X 1 1/2" <br />O- <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/ 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. p USP SPT22 W/ (6)-10d TO STUD & <br />O <br />THE FACE OF HEADER/ STUDS <br />W/ (22) 10d NAILS <br />(2) 2x HEADER SEE PLAN <br />I I <br />NAILING AREA <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(4) - 10d TO PLATE <br />SEE PLAN FOR I <br />(TYP.) <br />I CONNECTION <br />SEE PLAN <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />COL. SIZE j I <br />(2) USP MSTA36 STRAPS CENTERED— <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 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 OUSP 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 B C <br />PRE-ENGINEERED @ HEADER / JAMB CONDITION <br />W/ (2) 12d TOENAILS T/B <br />BAND JOIST & BLKG. <br />/ <br />(2) 2 x #2 I SPT8 @ 24" o.c. <br />H <br />FLOOR SYSTEM OR IF BUILT-UP STUDS ARE <br />(2) - 10d TOENAILS AT EACH END OF <br />OR LVL GIRDER <br />SYP U.N.O. <br />EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE <br />SILL (MAX. OPENING WIDTH 4 <br />/ <br />SPACED W/IN 6" FROM OPENINGS <br />(2) -2x4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET IF OPENING IS GREATER <br />i <br />(BLOCK SOLID) <br />\ <br />AND MULTIPLE STUD PACKS <br />TOP 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 I I <br />2 x CONT. T & B <br />OINTERIOR HEADER <br />PACK W/ 10d NAILS @ 8"O.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 />_ <br />_ USP HTT45 BASE W/ <br />5/$' <br />AT 16" O.G. U.N.O. (2) 2x HEADER G <br />OPENING LARGER THAN 4 ft (2) 2x SILLFLOOR <br />TRUSS/ I -JOIST SEE PLAN <br />(18) 16d NAILS & <br />ANCHOR BOLT W/ <br />BOX HEADER <br />E F TYP FSEE PLAN F <br />) <br />PLATE W/ MP3 CLIPS EACH SIDE <br />H 2 x 4 P.T. OH STUDS UNDER 2nd FLOOR HEADER <br />USP MSTAM36 STRAP(S) <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />\ <br />MIN. 6" EMBEDMENT <br />(2) 2x TOP PLATE <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.°.o <br />o°.o <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />•• <br />° - <br />2x CRIPPLES 16" O.C. W/ USP <br />@ <br />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 />o o SPT22 &SPT24 (OR SPT4) <br />10d NAILS & (4) Y4"x2/4' <br />�; .• <br />,' .. <br />CONNECTORS @TOP <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />2 ST. I NT. BEARING WALL <br />TAPCONS INSTEAD OF USP <br />STRAP. EITHER STRAP IS <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />PROVIDE (2) CRIPPLES BELOW <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) - H TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CO N N 2nd FLOOR <br />O H <br />STUDS BELOW H,TW20 @ BASE TO HEADER <br />5 LOWER ROOF. <br />. 6 <br />2 STORY COL. a0 <br />GIRDER <br />HAN <br />7 <br />81F LONG NO STRAPS ARE <br />SCALE: <br />1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />REQ'D) <br />SCALE: 1/2" = V-0" <br />.o..A- 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 />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />(2) USP LSTA30 STRAPS <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />2x4 STUDS <br />PER PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />BENT OVER TOP PLATE <br />@ 24" O.C. <br />USP MP3 EACH END TYP. <br />THEN DOWN THE FACE OF <br />HEADER/STUDS W/ (22) 10d <br />2 2x HEADER SEE PLAN <br />() <br />DOUBLE 2x4 <br />FOR OPENINGS LESS THAN 4'-0" WIDE, <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />• <br />TOP PLATE <br />SILL MAY BE ATTACHED W/ (2) - 16d <br />OVER TOP PLATE THEN DOWN <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />W/ (2) 12d TOENAILS T/Blop <br />TOENAILS @EACH END <br />THE FACE OF HEADER/ STUDS <br />@ 24" O.C. <br />INTERIOR HEADER <br />2 WS 10d @ <br />2 <br />() 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 />3" 0/C xrF <br />Cq�, Np <br />16" <br />(2) <br />@ END OF HEADER. SEE <br />W/ 12d <br />° <br />F`/8?x�T <br />2x STUDS @ 16" O.C. <br />2x CRIPPLES @ O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE (2) TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />° <br />TOP SPLICE <br />til/N OA <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 (MAX. OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />(2) - 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />H <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <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 />INSTALLED AT EACH END <br />OF HEADER SEE Q/S4 FOR <br />FLOOR DECK <br />TOP OF 2x8 TO <br />REQ'D JAMB INFO <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />USP LSTA30 CENTERED <br />2 USP MSTAM36 STRAP(S) <br />O <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />' <br />PLATE ATTACH <br />END OF OPENING <br />NAILED TO STUD PACK <br />W/ 10d NAILS @ 8"o.c. • , <br />W/(22) 10d NAILS <br />FLOOR DECK <br />CENTERED W/ (8) 10d NAILS <br />& (5) 1/4 TAPCONS. <br />2X CONT. RIBBON <br />TIE BEAM <br />W/ (2) 10d NAILS <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />:. <br />AGAINST 2x8 <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />CONTRACTOR MAY USE <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS <br />2x8 TOP <br />PLATE <br />SEE PLAN FOR BEAM <br />10d NAILS & (4) Y4'x2Y4' <br />BELOW JAMBS <br />2x8 STUDS 2x4 W/ 2 ROWS <br />SIZE & CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN <br />OF 10d NAILS <br />STRAP. EITHER STRAP IS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. <br />a0 2nd FLOOR <br />ADEQUATE HEADER <br />CONN. a0 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 />�o <br />1� <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />O <br />� r <br />zM® <br />o <br />_ <br />z° <br />z� <br />¢O <br />a <br />z <br />O <br />Qw <br />� p <br />U - <br />O LLJ <br />o <br />o 0 <br />U <br />Fn <br />W <br />F__ <br />—$ <br />(DM <br />C co <br />M M <br />2aN <br />Oo o <br />(Lico <br />LL <br />rw Y <br />o <br />Qv> <br />(0 d O <br />`n n v <br />rnQo <br />A 1 <br />B D® <br />N C B D C <br />101 <br />• <br />N O O <br />4. <br />C �^, <br />Q t <br />' <br />�..ww•w <br />�V m j -0� e <br />Q� w <br />0 <br />al— <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 5th 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 />1f <br />O <br />CD <br />Z [V <br />O I� <br />M <br />U-) O <br />M <br />Q Lf) <br />Q (L) Lo <br />U_ <br />Q�UQ00 <br />Q � <br />� <br />� <br />Z � <br />C:) <br />LU <br />J <br />"zLLo <br />z <br />az <br />tI-w0 <br />LUZW <br />>S' <br />i�z <br />zzQ°QaU <br />r� <br />w�E4 <br />aaS, 8o <br />= O W N <br />M <br />~a0z <br />Ly�w <br />O <br />LA <br />N <br />L0 <br />W <br />J <br />LU <br />LLI Woa <br />Li <br />0 <br />Z <br />< <br />La <br />L <br />�~Zm00 <br />O � <br />(0 <br />Z <br />^^ W <br />1..� <br />O w ~ <br />z���Zz <br />Lwz:p0 <br />Q <br />H ¢ J w v ,5 <br />/ <br />J <br />`��+ <br />22L9Oa <br />�--•� <br />�wotiz¢ <br />a o 0 <br />M <br />Z <br />°` z <br />�aoz< <br />0 <br />0 <br />O <br />_ <br />LU <br />< a Y w <br />a� <br />aF <br />z <br />c) <br />M� <br />L <br />~ <br />Z w <br />Z <br />a (n <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />D2 <br />