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I <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />(1) USP LSTA30 STRAPS <br />BENT OVER TOP PLATE <br />i <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />1 OR 2 PLY GIRDER <br />/ <br />THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" <br />( ) <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUDS W/ <br />@ 24" O.C. <br />I <br />EXT. SHEATHING <br />MASONRY WALL <br />Q BELOW AND ALT. <br />CONNECTION. <br />(22) 10d NAILS <br />2x SPF TOP PLATE <br />(2) - <br />i <br />I <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO <br />OA <br />SEE PLAN FOR CONN. <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />/ <br />/ �, <br />1. APPLY SUB <br />(3) 2x #SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />I DETAILS <br />2x STUDS <br />LO <br />FLOOR + <br />ADHESIVE TO <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />© <br />2x4 CONTACT <br />„ <br />8 O.C. EACH SIDE <br />EXTERIOR HEADERS <br />END OF SILL. MAX. <br />SURFACE q 2x4 #2 BLOCKING <br />O <br />U.N.O. ON PLAN <br />OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />I 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 SILL PLATE W/ MP3 CLIPS EACH SIDE <br />THAN 4 FEET BUT NOT <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 />---------"------------ <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />' <br />INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />TYPICAL BLOCK <br />FLOOR DECK <br />JAMB INFO <br />2x CRIPPLE AT EA. <br />WALL <br />USP LSTA 30 w/ (11) -10d <br />(2) USP MSTAM36 STRAPS w/ (8) 10d <br />EXTERIOR STRUCTURAL <br />�� <br />1-1/8 RIM BOARD <br />% <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (5) Y4" x 2 Y4" TAPCONS <br />^. <br />CENTERED ON FLOOR SYSTEM TO <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />,. <br />8d NAILS @ 3 O.C. <br />/ /� JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />NAILED TO STUD <br />PACK w/10d NAILS FLOOR DECK <br />MASONRY WALL BELOW. CONTRACTOR <br />ol <br />WALL SHEATHING <br />/ <br />(2) - 12d TOE NAILS TOP <br />I TIE BEAM <br />@ 8,.° c FLOOR TRUSS/ I -JOIST SEE PLAN <br />�' <br />CENTERED W/ (8) 10d NAILS <br />MAY USE (2) SIMPSON MSTAM36 STRAPS <br />TO RIM BOARD <br />�� <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 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 />(2) -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 />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 <br />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 />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 />JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2„ <br />TO STUD & TO TOP PLATE <br />NOTCHED @HEADER LOCATION SEE _ (2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP @ 24 O.C. <br />O USP LSTA24 W/(18)-10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />CRIPPLES IF LONGER THAN 8" TALL. <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 />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) USP LSTA30 STRAPS BENT <br />@ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO (2) <br />NAILS TO STUDS ABOVE & (11) 10d <br />OVER TOP PLATE THEN DOWN <br />THE FACE STUDS <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />OF HEADER/ <br />2 x 4 #2 SPF STUDS <br />L C AT 16" O.C. U.N.O. <br />Op USP SPT22 W/ (6)-10d TO STUD & <br />W/ (22) 10d NAILS <br />(2) 2x HEADER SEE PLAN <br />I I NAILING AREA (TYP.) <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 <br />COL. SIZE <br />I I <br />I 1 <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 />I /�(2) USP MSTA36 STRAPS CENTERED <br />—I—I�— <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF EMBEDMENT PAST STEP. <br />END OF HEADER SEE Q/54 FOR <br />REQ'D JAMB INFO <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FLOOR SYSTEM OR <br />w/ (22) 1d NAILS OR (2) SIMPSON <br />MSTA36 STRAPS w/ (26) 10d NAILS <br />SIMPSON STRAPS <br />DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />MORE INFORMATION <br />102C NAILS ILPS ABTB " <br />BASE PLATE USP SPT4 EACH STUD <br />OF <br />2x CRIPPLES @ 16 O.C. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/MP3 CLIPS EACH SIDE <br />2-STY. FRAMING <br />AREA ADEQUATE) <br />- 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 />(2) 2 x #2 / <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 />I <br />• ' <br />SPACED W/IN 6" FROM OPENINGS <br />2 - 2 x 4 SPF <br />. O <br />2X CRIPPLE AT EACH END OF <br />FEET). IF OPENING IS GREATER <br />I I (BLOCK SOLID) <br />/ <br />\ <br />AND MULTIPLE STUD PACKS <br />TOP PLATES <br />OPENING NAILED TO STUD <br />THAN 4 FEET, BUT NOT EXCEEDING <br />FEET, A MP3 CLIP IS TO BE <br />SEE PLAN FOR <br />I I <br />I I <br />2 x CONT. T & B <br />G INTERIOR HEADER <br />O <br />PACK W/ 10d NAILS @ 8"O.C. <br />INSTALLED TO EACH END <br />I <br />COL. SIZE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />T-_ <br />r <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/ 1-JOIST SEE PLAN <br />(18) 16d NAILS & 5/8' <br />ANCHOR BOLT W/ <br />BOX HEADER <br />SEE PLAN <br />E F TYP 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 />V. MIN. 6" EMBEDMENT <br />(2) 2x TOP PLATE <br />— (2) LSTA12 WRAPPED UP <br />D <br />t <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />' <br />& (5) 1/4 TAPCONS. <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP <br />f <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 />_ , ,' SPT22 &SPT24 (OR SPT4) <br />* <br />PROVIDE EXTERIOR SHEATHING <br />10d NAILS & (4) V4"x2Y4" <br />TAPCONS INSTEAD OF USP <br />I CONNECTORS @ TOP <br />PROVIDE 2 <br />() CRIPPLES BELOW <br />STRAP. EITHER STRAP IS <br />PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. I NT. BEARING WALL <br />ATTACHED PER NAILING SCHEDULE <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />ADEQUATE <br />. <br />FOR FTTGREQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CONN. 2nd FLOOR <br />STUDS BELOW HTW20 @ BASE TO HEADER <br />5 LOWER ROOF. <br />@ 6 <br />2 STORY COL. <br />GIRDER <br />(IF CRIPLLESARE LESS THAN <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />7 <br />j 8 LONG NO STRAPS ARE <br />SCALE: 1/2" = 1'-0" <br />REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT SEE 8/D-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 HEADER STRAPS <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 />HEADER/STUDS W/ (22) 10d <br />2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />USP MP3 EACH END TYP. <br />" FOR OPENINGS LESS THAN 4'-0" WIDE, <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES 16" O.C. <br />SILL MAY BE ATTACHED W/ ( - 6d <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />@ <br />TOP PLATE <br />OVER TOP PLATE THEN DOWN <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 />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�T <br />i - �-_ _._ <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x CRIPPLES @ 16" O.C. <br />12d <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F482��T TOP SPLICE <br />OA <br />2x STUDS @ 16" O.C. <br />W/ (2) TOENAILS T/B <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />tijj� <br />• <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />, <br />(2) -10d TOENAILS AT EACH <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 />' <br />END OF SILL (MAX. OPENING <br />OPENING LARGER THAN 4 ft (2) 2x <br />OPENING NAILED TO STUD <br />�`., SILL (MAX. OPENING WIDTH 4 FEET). <br />ALT HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />8 <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 />END OF OPENING <br />USP LSTA30 CENTERED <br />(2) USP MSTAM36 STRAP(S) <br />� � FLOOR TRUSS/ ["JOIST SEE PLAN <br />PLATE ATTACH <br />Ile <br />NAILED TO STUD PACK <br />W/(22) 10d NAILS <br />CENTERED W/ (8) 10d NAILS <br />2X CONT. RIBBON <br />W/ (2) 10d NAILS <br />�, <br />W/ 10d NAILS @ 8"o.c. .� <br />FLOOR DECK <br />& (5) 1/4 TAPCONS. <br />TIE BEAM <br />@ 3" O.C. 2x4 BEYOND DOUBLE <br />` <br />CONTRACTOR MAY USE2x8FLOOR <br />AGAINST <br />2x8 TOP <br />TRUSS/ I -JOIST SEE PLAN <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />„ <br />10d NAILS & (4) Y4n x2Ya <br />BELOW JAMBS <br />2x8 STUDS <br />2x4 W/ 2 ROWS <br />t SIZE & CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN 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 CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE <br />DETAIL <br />s <br />10 <br />11 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />OW) <br />z� <br />z�z <br />Q <br />J <br />Z <br />(1) — <br />•i--J cn <br />w <br />0LU <br />E <br />�V) <br />� ~ <br />U <br />Is <br />m~M <br />w <br />w <br />c to <br />_ <br />U <br />(nq <br />ag <br />Of <br />vs <br />in <br />Q <br />�o <br />Al <br />BD. <br />J N <br />p <br />3W <br />x <br />O � <br />FLL LU <br />W �r <br />C� <br />/'�. ESS\ <br />nrlllllllllN <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 />O <br />Z N <br />O�r� <br />� M O <br />M <br />LL <br />H Ln <br />Q 0000 <br />z <br />W <br />J <br />.I <br />p� Z <br />g-2 Ig <br />40 <br />�Zzl,�ZW <br />M <br />J <br />M <br />C <br />z® <br />M <br />O <br />Ln <br />N <br />.. <br />� <br />W <br />J <br />W °3 Q Y <br />0 <br />< <br />za.w^'o <br />W <br />lu <br />W <br />—J <br />u 06 <br />Z <br />910Z� <br />M <br />w <br />> <br />•• <br />~ <br />U <br />Z w <br />g <br />Pz-1 <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: 17-4137 <br />SHEET NO. <br />D2 <br />