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i <br />(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 />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 />( ) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUDS W/ @ 24" O.C. <br />I <br />MASONRY WALL <br />CONNECTION. <br />(22} 10d NAILS <br />I <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!7T <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x # SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />DETAILS <br />FLOI + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />I <br />2x STUDS <br />© <br />ADHOESIVE TO <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. EXTERIOR HEADERS <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />I <br />SURFACE 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 />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 />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />; : <br />FLOOR DECK <br />INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <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 />1-1/8" 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 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 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 />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 114 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" - V-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) MS <br />MSTA36 SCALE:3/4" = 1' - 0" <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />10d NAILS & (4) /4 x2Ya 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 />NAILS <br />MASONRY WALL <br />EACH SIDE <br />IS INSTALLED). EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd FLOOR 4 <br />SCALE: 1/2" = V-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />SEE Q/S4 FOR <br />O USP SPT24 @ EA. STUD W/6-10d <br />'4 <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 USP LSTA24 W/( 18) NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />p°C C°p 4p sp,0 pop <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 />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 />j 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 IDE <br />j <br />NAILS TO STUDS ABOVE & (11) 10d <br />(2) - 2X SPF TOP PLATE <br />SEE PLAN FOR SIZE <br />i2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. <br />NAILS TO STUDS BELOW. <br />OD USP SPT22 W/ (6)-10d TO STUD & <br />THE_ <br />FACE OF DER/ 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 />2 2x HEADER G <br />() <br />(4) - 10d TO PLATE <br />SEE PLAN FOR <br />I i <br />(TYP.) <br />I CONNECTION <br />SEE PLAN <br />E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />O <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />COL. SIZE <br />i <br />(2) USP MSTA36 STRAPS CENTEREDL <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 />j <br />BASE PLATE USP SPT4 EACH STUD <br />OF <br />2x CRIPPLES 16 O.C. <br />�° <br />OPENING LARGER THAN 4 ft (2) 2x <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 />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 />(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. <br />% <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 />(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 <br />I I <br />I i <br />2 x CONT. T & B f <br />OINTERIOR HEADER <br />PACK W/ 10d NAILS @ 8"O.C. <br />INSTALLED TO EACH END <br />COL. SIZE <br />( i <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 />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 HO16d NAILS & <br />ANCHOR BOLT W/ <br />BOX HEADER <br />E F TYP SEE PLAN <br />n 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) Zx TOP PLATE <br />(2) LSTA12 WRAPPED UP <br />D <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />& 5 1/4 TAPCONS. <br />() <br />�- AND OVER TOP PLATE <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />2x CRIPPLES @ 16" O.C. W/ USP <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 />° SPT22 &SPT24 (OR SPT4) <br />10d NAILS & (4) Y4"x2Y4" <br />�i a° <br />'a' <br />CONNECTORS @ TOP <br />INSTEAD OF USP <br />PROVIDE (2) CRIPPLES BELOW <br />PROVIDE EXTERIOR SHEATHING <br />TRAP. <br />STRAP. EITHER STRAP IS <br />S <br />SEE FOUNDATION PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />ADEQUATE <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />MATCH JACK STUDS W/ - TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />rj <br />HEADER CONN. <br />@ 2nd FLOOR <br />STUDS BELOW A TO HEADER <br />OLESS <br />LOWER ROOF. <br />6 <br />2 STORY COL. <br />aC� GIRDER <br />(IF CR PLLES ARE THAN <br />7 <br />8" LONG NO STRAPS ARE <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />REQ'D) <br />SCALE: 1/2" = V-0" <br />..° <br />VA 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 />MIN (3) 2x #2 SPF STUDS @ 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 />(1) USP LSTA30 STRAPS BENT <br />HEADER/STUDS W/ (22) 10d <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />• <br />DOUBLE 2x4 <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/B <br />• <br />TOENAILS @ EACH END <br />THE FACE OF HEADER/ STUDS <br />@ 24" O.C. <br />INTERIOR HEADER <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" 0/C kT <br />_ <br />2x CRIPPLES 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />W/ 12d <br />° <br />F 2k4 <br />2x STUDS @ 16" O.C. <br />@ <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE (2) TOENAILS. <br />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 />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />° <br />- TOENAILS AT EACH <br />E OF <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) - 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />` <br />° <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />(2) <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />° <br />8 <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <br />° <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 />° <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 />'' <br />'rr 2X CONT. RIBBON <br />NAILS <br />W/3,20 <br />NAILED TO STUD PACK I <br />',� <br />FLOOR DECK <br />CENTERED W/ (8) 10d NAILS <br />& (5) 1/4 TAPCONS. <br />�.. <br />Cd <br />@ 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. �\'� <br />CONTRACTOR MAY USE <br />TIE BEAM <br />AGAINST <br />2x8 <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS <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 />@ 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 />10 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />U' <br />z0 <br />—89 <br />Q <br />d <br />Z <br />O <br />W cn <br />�-� W <br />p <br />'U — <br />W <br />O <br />FE <br />G= <br />0 <br />00 <br />U <br />F— <br />— <br />�M <br />O o N <br />U0 <br />r .2 0 <br />0)ao <br />Q Do)rn <br />do <br />A1 <br />B D. <br />NC BDC <br />,' 111 . <br />E `I <br />F' r <br />z <br />i <br />c <br />LU <br />.... + <br />o <br />U u <br />qj <br />� <br />CX <br />o Q�° <br />m <br />�! <br />�! co ' N <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 />O <br />Z <br />O I� <br />M O <br />M <br />a�faLn <br />a v,•Ld- <br />Ln <br />Q LL <br />LL . '-. <br />Q E 000 <br />Z <br />WJ <br />C) <br />d' <br />0 Z <br />W LL <br />W zl— a <br />Co <br />Uw -- y00 <br />Oz}zQU <br />za8o¢ <br />sF- z�z <br />Mz, <br />J <br />��OSUj UjN <br />�a0z <br />J <br />O <br />Ln <br />fV <br />rl <br />J <br />Ui <br />aLU z8o <br />O <br />Q <br />Z^� <br />UrwZ11 <br />OWg <br />Z <br />1..1. W <br />Q <br />za:zz <br />tW9WOz00H <br />~ Q U <br />J <br />`./06 <br />$O�82 <br />U) <br /><�WQ2o <br />,--I <br />Z <br />�XtLO <br />z ZZ <br />Q <br />MO <br />O <br />J YLu <br />0 <br />M <br />`L <br />z <br />U <br />O <br />z W <br />S <br />Z <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />D2 <br />