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(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 />TO TRUSS TOP <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />/ <br />1 OR 2 PLY GIRDER <br />TRUSS. SEE PLAN FOR <br />THEN DOWN THE FACE <br />USP SPT4 W/ 6 10d X 1 1/2" <br />( ) <br />OF HEADER/STUDS W/ <br />@ 24" O.C. <br />MASONRY WALL <br />CONNECTION. <br />(22) 10d NAILS <br />EXT. SHEATHING <br />® BELOW AND ALT. <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO A <br />O <br />SEE PLAN FOR CONN. <br />2x CRIPPLES 16" O.C. <br />@ <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 OF MASNORY & 8d <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 />� <br />FLOOR + <br />ADHESIVE TO <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />2 10d TOENAILS AT EA. <br />() <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />B <br />0 <br />2x4 CONTACT <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. <br />EXTERIOR HEADERS <br />• <br />• • °°' <br />SURFACE q 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 />• <br />• • <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 />1/2" GYP. BOARD OR <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />TYPICAL BLOCK <br />FLOOR DECK <br />2x CRIPPLE AT EA. <br />JAMB INFO <br />WALL <br />USP - 10d <br />(2) USP MSTAM36 STRAPS w/ (8) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8 RIM BOARD <br />END OF OPENING <br />TO STUDS ABOVE <br />VEE PLATE <br />NAILS & (5)Y4" x 2Y4' 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 />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 />INSTEAD OF USP MSTAM36 STRAPS. IF <br />�� <br />SCALE: 11/2" =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. <br />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 />NAILS (G.C. TO INSURE SOLID BLOCKING 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 rT� <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 4 <br />SCALE: 1/2" = 1'-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: = 1'-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 />JAMB STUD SPT4 W/ (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @HEADER LOCATION SEE <br />(2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP-7USP <br />@ 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 <br />PLATE SEE PLAN <br />o°oo°oo°•oo°o <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 <br />(2) <br />TF <br />NAILS TO STUDS ABOVE & (11) 10d <br />OVER TOP PLATE THEN DOWN <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS <br />FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS BELOW. <br />THE FACE OF HEADER/ STUDS <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />W/ (22) 10d NAILS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. <br />OD 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 a G <br />(4) - 10d TO PLATE <br />CUE 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 />wl (22) 1d NAILS OR (2) SIMPSON <br />DOUBLE 2x6 OR 2x8 TOP <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 />CONNECTION DETAILS FOR <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 />MORE INFORMATION <br />BASE PLATE O USP SPT4 EACH STUD <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 <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 />SPT8 @ 24" o.c. <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 />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 />2 x CONT. T & B <br />OINTERIOR HEADER <br />G <br />PACK W/ 10d NAILS @ 8"O.C. <br />I NSTALLED 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 />(18) 16d NAILS & %$" <br />ANCHOR BOLT W/ <br />BOX HEADER <br />E F TYP FSEE PLAN F <br />PLATE W/ MP3 CLIPS EACH SIDE <br />2 x 4 P.T. HO 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 />o.°.. o•`o. o°.o: u.°a. <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />�� AND OVER TOP PLATE <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 />o a <br />SPT22 & SPT24 (OR SPT4) <br />10d NAILS & (4)Y4'x2Y4' <br />CONNECTORS @ TOP <br />PROVIDE EXTERIOR SHEATHING <br />TAPCONS INSTEAD OF USP <br />STRAP. EITHER STRAP IS <br />SEE FOUNDATION PLAN <br />PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />ADEQUATE <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />SITUATION. CONNECT G.T. TO <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />MATCH JACK <br />STUDS W/ (2) - H TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CONN. <br />2nd FLOOR <br />STUDS BELOW <br />HTw20 BASE TO HO H EADER <br />5 LOWER ROOF.6 <br />2 STORY COL. <br />GIRDER <br />(IF CRIPPL LES ARE LESS THAN <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />7 <br />8" LONG NO STRAPS ARE <br />REQ'D) <br />SCALE: 1/2" = 1'-0" <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />ZO 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) 10d <br />DOUBLE 2x4 <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />° <br />TOP PLATE <br />ILL 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 />2x CRIPPLES 16 O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x PLATE W/ 2 12d TOENAILS. <br />F 2x4 <br />2x STUDS @ 16" O.C. <br />@ <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />1 SILL <br />() () <br />OPENING LARGER THAN 4 ft (2) 2x <br />° <br />48" I' TOP SPLICE <br />MjN Dp <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO, <br />E <br />E <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />, <br />(2) - 10d TOENAILS AT EACH <br />END OF SILL (MAX. OPENING <br />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 />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 />H <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 />EACH END. <br />PROVIDE 2x4 ON <br />° <br />SCALE: N.T.S. <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 />END OF OPENING <br />USP LSTA30 CENTERED <br />(2) USP MSTAM36 STRAP(S) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PLATE ATTACH <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/32O.C. NAILS <br />@ BEYOND <br />DOUBLE <br />AGAINST <br />2x8 <br />CONTRACTOR MAY USE <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 T <br />@3"O.C. <br />HEADER CONN. <br />2nd FLOOR <br />ADEQUATE HEADER <br />CONN. <br />LONG. <br />AT LEAST 4'-0" LONG. TYPICAL <br />CAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />1 <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />ULO <br />z_ COO <br />O <br />z° <br />z <br />Q <br />O <br />U, z <br />O <br />C <br />Q) ) <br />n c <br />a--J w <br />'U — <br />Ow <br />Lv <br />F- <br />o <br />o0 <br />U <br />w <br />t— E <br />Rig —c� <br />0) co <br />C m Cl) <br />m -a cr) <br />C: C14 <br />00" <br />N=E:00 <br />O Y N <br />Qrn <br />Lo o0 <br />u7 v <br />Qo <br />A I <br />N•C'C <br />If <br />/r <br />f� <br />1901, <br />\,\`eo�tlt1v1�11111 <br />6_ c C ;4.. <br />.qP <br />a• L <br />c <br />.� CO f��7(�•� <br />EA. <br />•Q •!Y° o <br />m C� <br />0FESS10 <br />To the best of the Enginee , n ormation, 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 rN <br />0 a) N <br />kD <br />►�—+UMO <br />M <br />Q U-)fu <br />a U-)-d- <br />HN L <br />Cl ^ <br />cy U fu <br />Q CL 00 <br />.. <br />z 9W <br />J <br />� <br />d- <br />o, <br />o <br />W <br />zaa <br /><¢ <br />LL<o: <br />vzop <br />Z W W Q�Q <br />gW <br />ra0 n <br />zo <br />01LL <br />r <br />U) <br />z <br />m�Cq <br />W <br />ZZ <br />Zo <br />0 <br />z <br />z <br />C <br />U-)0 <br />U <br />57 <br />N <br />N <br />U) <br />o <br />= <br />U) <br />N <br />J <br />W <br />ZLW <br />T`�� <br />x 0 V <br />N <br />W <br />o¢o< <br />Q <br />¢¢LU <br />¢� <br />FG <br />z <br />Ujoo <br />< f o-Z <br />w <br />Q <br />Z <br />gQQ <br />Li <br />W9O <br />?�z <br />k <br />Ln <br />z <br />z <br />z <br />m <br />Q <br />= <br />-0 <br />¢W <br />rn <br />� <br />al <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 2mO <br />SHEET NO. <br />D2 <br />