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(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />(1) USP LSTA30 STRAPS <br />BENT OVER TOP PLATETHEN <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 />DOWN THE FACE <br />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 />MASONRY WALL <br />CONNECTION. <br />(22) 10d NAILS <br />EXT. SHEATHING <br />QA BELOW AND ALT. <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO <br />0 <br />SEE PLAN FOR CONN. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />/ <br />1. APPLY SUB <br />(3) 2x # SPF <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />DETAILS <br />2x STUDS <br />0 <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />2 <br />O 1 Od TOENAILS AT EA. <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. <br />EXTERIOR HEADERS <br />2x4 CONTACT <br />SURFACE A 2x4 #2 BLOCKING <br />U.N.O. ON PLAN <br />OPENING WIDTH 4 FEET. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <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 />IF OPENING IS GREATER <br />THAN 4 FEET BUT NOT <br />EXCEEDING 6 FEET. <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />A MP3 CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />INSTALLED AT EA. END <br />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. <br />USP LSTA 30 w/ (11) - 10d <br />(2) USP MSTAM36 STRAPS w/ 8 10d <br />() <br />EXTERIOR STRUCTURAL <br />1-1/8 RIM BOARD <br />END OF OPENING <br />TO STUDS ABOVE PLATE <br />NAILS & (5) Y4' x 2 Y4' TAPCONS <br />SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <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 PLAN <br />PACK w/10d NAILS <br />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. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />MAY USE (2) SIMPSON MSTAM36 STRAPS <br />w/ (7) 1 Od NAILS & (4) Y4' x 2 Y4' TITENS—Y <br />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 1/4 TAPCONS. <br />USP LSTA30 FROM WINDOW <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) /4 x2Ya TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />BLOCKING BELOW. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />STRAPS w/ (22) 10d NAILS OR (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CORNERS <br />INSTEAD OF USP STRAP. <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />SECTION CORNER <br />CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />2 1Od TOE NAILS <br />() <br />EACH SIDE <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL <br />CAN BE IGNORED <br />IS INSTALLED). EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />� <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />2nd FLOOR 3 <br />HEADER CONN. 2nd <br />FLOOR 4 <br />SCALE: 1/2" = V-0" <br />AS NOTED <br />SCALE: 3/4" = 1'-0" <br />SCALE: <br />1/2" = V-0" <br />SEE Q/S4 FOR <br />JAMB STUD <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 />2x8 OR 2x6 TOP <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @ HEADER LOCATION SEE <br />(2) (2) <br />REQ'D TYP @ 24 O.C. <br />USP LSTA24 W/ <br />O (18)-10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />INFO BELOW ON CONNECTION OF <br />PLATE SEE PLAN <br />o°o c°u o. o°o o°os <br />CRIPPLES IF LONGER THAN 8" TALL. <br />LIkI <br />T P. <br />2 - 2 x 4 SPF O 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 />2x HEADER TO SIT <br />j A <br />TOP PLATES LENGTH ON STUDS W/ (11) 1Od <br />(1) USP LSTA30 STRAPS BENT <br />@ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO <br />(2) <br />NAILS TO STUDS ABOVE & (11) 1Od <br />OVER TOP PLATE THEN DOWN <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />THE FACE OF HEADER/ STUDS <br />2 x 4 #2 SPF STUDS <br />W/ (22) 1 Od NAILS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. <br />D USP SPT22 W/ (6)-10d TO STUD & <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />(2) 2x HEADER G <br />(4) - 10d TO PLATE <br />O 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />SEE PLAN <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 <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />EXTERIOR HEADERS <br />MSTA36 STRAPS w/ (26) 1Od NAILS <br />PLATE SEE PLAN <br />MORE INFORMATION <br />L2xSS PF 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 />E PLATE O USP SPT4 EACH STUD <br />2x CRIPPLES @ 16 O.C. <br />OPENING LARGER THAN 4 ft 2 2x <br />O <br />SILL PLATE W/MP3 CLIPS EACH SIDE <br />2-STY. FRAMING <br />ARE ADEQUATE) <br />O.C. TYP T & B <br />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 />(2) 2 x #2It <br />SPT8 24" o.c. <br />@ <br />H <br />FLOOR SYSTEM OR IF BUILT-UP STUDS ARE <br />(2) - 1Od TOENAILS AT EACH END OF <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. <br />SPACED W/IN 6" FROM OPENINGS <br />(2) - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET). IF OPENING IS GREATER <br />(BLOCK SOLID) <br />TOP PLATES AND MULTIPLE STUD PACKS <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 />2 x CONT. T & B <br />OINTERIOR HEADER <br />PACK W/ 1Od 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 />USP HTT45 BASE W/ <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 />AN HO NAILS & 5/$' R BOLT W/ <br />B 0 X HEADER <br />E F SEE PLAN F <br />TYP. 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 />\ <br />MIN. 6" EMBEDMENT <br />(2) LSTA12 WRAPPED UP <br />(2) 2x TOP PLATE <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 />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />�� <br />2x CRIPPLES 16" O.C. W/ USP <br />6" 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 />a <br />— <br />_ SPT22 & SPT24(OR SPT4) <br />+ <br />10d NAILS & (4) Y4'x2Ya" <br />a ' <br />CONNECTORS @ TOP <br />PROVIDE EXTERIOR SHEATHING <br />TAPCONS INSTEAD OF USP <br />SEE PLAN <br />PROVIDE (2) CRIPPLES BELOW <br />ANY GIRDER TRUSS IN THIS <br />ATTACHED PER NAILING SCHEDULE <br />2 ST. I NT. BEARING WALL <br />STRAP. EITHER STRAP IS <br />ADEQUATE <br />FOR FOG.EAQTION <br />2x CRIPPLES TO <br />SITUATION. CONNECT . TO <br />SI G.T. T <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />MATCH JACK <br />STUDS W/ - H TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CON <br />N. 2nd FLOOR <br />STUDS BELOW <br />SE TOO H HEADER <br />HTW20 IL BASE <br />5 . LOWER ROOF. <br />6 <br />2 STORY COL, <br />GIRDER <br />(IF CRIPPLES ARE LESS THAN <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />7 <br />SCALE: 1/2" = 1'-0" <br />h <br />8" LONG NO STRAPS ARE <br />REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />MORE INFORMATION <br />HEADER STRAPS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2) LSTA24 <br />(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 />MIN (3) 2x #2 SPF STUDS <br />@ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />BENT OVER TOP PLATE <br />@ 24 O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />THEN DOWN THE FACE OF <br />(2) 2x HEADER SEE PLAN <br />USP MP3 EACH END TYP. <br />FOR OPENINGS LESS THAN 4'-0" WIDE, <br />HEADER/STUDS W/ (22) 1Od <br />DOUBLE 2x4 <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES @ 16" O.C.P <br />PLATE <br />SILL MAY BE ATTACHED <br />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/B <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 />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3" O/C <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />'� FN <br />�r�48�x4T <br />2x STUDS @ 16" O.C. <br />2x CRIPPLES @ 16" O.C. <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OA TOP SPLICE <br />W/ (2) 12d TOENAILS T/B <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />tiljN <br />° <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 />OPENING LARGER THAN 4 ft 2x <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />(2) - 1 Od TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />(2) <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 1 Od NAILS <br />IF OPENING IS GREATER THAN 4, <br />H <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <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 />PROVIDE 2x4 ON <br />SCALE: N.T.S. <br />INSTALLED AT EACH END <br />OF HEADER SEE Q/S4 FOR <br />EACH END. <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 />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 />2X CONT. RIBBON <br />W/ (2) 1 Od NAILS <br />NAILED TO STUD PACK <br />W/ 10d NAILS @ 8"o.c. <br />FLOOR DECK <br />CENTERED W/ (8) 10d NAILS <br />& (5) 1/4 TAPCONS. <br />r„ <br />TIE BEAM <br />� <br />@ 3" O.C. 2x4 BEYOND <br />AGAINST 2x8 <br />DOUBLE <br />TS <br />CONTRACTOR MAY USE <br />2x8 TOP <br />1 <br />FLOOR TRUSS/ I -JOIST SEE PLANONTRSIMPSON <br />MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />1Od 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 />@ 2nd FLOOR <br />ADEQUATE HEADER <br />CONN. @ 2nd <br />ATLEAST 4-0 LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />jo <br />j 1 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />0 <br />ZMo <br />O <br />® O <br />N <br />z� <br />Qo <br />0 <br />C!1 CO <br />Q) C <br />w <br />m <br />�U o <br />O <br />o <br />N co <br />Ll 1 <br />f— O <br />co <br />Ct (u M <br />f0 '6 (M <br />®� <br />O2 CD <br />H <br />ILL00 <br />ai <br />Y <br />� CL 0 <br />a v <br />Q rn <br />rnQ 0 <br />A <br />B <br />I <br />D. <br />F.0 B D C <br />T <br />/r <br />, I <br />-*§ <br />Cfl <br />N <br />M <br />�i%�it.serf <br />o 0 <br />Z Z <br />II`c��6"p <br />2 <br />c�}��q • <br />�, a'Z+ mtl <br />w <br />a <br />jWq, <br />WZ <br />3� <br />� We CCU Wca <br />c e <br />A a" <br />W®411 <br />"�A5Eli <br />To the best. ft ef' eer's knowle ee�� mation, and <br />belief, the structur amiai740 l ions 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 />I! <br />O <br />z� <br />� O <br />� <br /><C��� <br />a .2 <br />U_ <br />Q <br />I— � . <br />O <br />Q U 0_ 00 <br />z <br />J C) <br />LUUj <br />d- <br />0z <br />= 30 <br />w <br />z Qa <br /><a <br />W Q <br />U z 80, <br />zLuw <br />U z < <br />C W Z <br />U J W <br />g J <br />d0� <br />O of LL N <br />W <br />C/) <br />�W° <br />ZZ <br />Z <br />z Z <br />tj <br />T ¢z <br />O <br />z <br />W <br />z <br />z <br />V <br />5� <br />M <br />fu <br />Lr) <br />W <br />F- <br />o <br />z <br />� <br />� <br />N <br />cn <br />J Q <br />O <br />ur) <br />W <br />_J <br />L <br />o� <br />1 <br />Q <br />boo <br />g v ¢r- <br />U2a'm,n <br />oaoa <br />�# <br />N <br />Q <br />W�z� <br />Q <br />�w o <br />z <br />N <br />o0o <br />w <br />Ln <br />w <br />=<�_ <br />Q <br />Q <br />Z <br />, �e <br />W <br />�O <br />< z <br />a z <br />m <br />J Q <br />< z <br />O <br />�O <br />_ <br />rn <br />,-4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE . 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 2mO <br />SHEET NO. <br />D2 <br />