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(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVERTOP <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />FOR 2x8 WALL ) <br />MASONRY WALL <br />CONNECTION. <br />@ 24" O.C. <br />SHEATHING <br />G <br />OBELOW AND ALT. <br />2x <br />@NAIILS <br />(2) 2x SPF TOP PLATE <br />FLUSH <br />+ BLOCKING INFO <br />OA <br />SEE PLAN FOR CONN. <br />()IP dLTOEES <br />W/ 2 T B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />2 OF MASNORY & 8d <br />1. APPLY SUB <br />2 10d TOENAILS <br />BLOCKING <br />NAILS T/B FLANGE <br />FLOOR <br />(3) 2x #SPF <br />() AT EA. <br />INTERIOR HEADER <br />DETAILS <br />2x STUDS <br />+ <br />ADHESIVE TO <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />© <br />2x4 CONTACT <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />IF OPENING IS GREATER <br />EXTERIOR HEADERS <br />SURFACE QA 2x4 #2 BLOCKING <br />U.N.O. ON PLAN <br />THAN 4 FEET BUT NOT <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 1-JOIST <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 10d <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />10d x 1 1/2" CLIP EACH SIDE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />MIN 2x #2 SPF STUDS <br />12d <br />INSTALLED AT EA. END <br />(3) @END OF <br />•°• • • <br />G.C. VERIFY INTERIOR <br />CORRECT BLOCKING <br />REQUIREMENTS <br />w/ (3) EA. END <br />TO HORIZ. <br />ii <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB INF <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />BLOCKING <br />TYPICAL BLOCK <br />WALL <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• <br />SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •°• •°• <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(2) SIMPSON MSTAM36 w/ <br />(7),10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />Cc� 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4 TITENS <br />SIMPSON LSTA30 FROM WIN W <br />IS INSTALLED). <br />SCALE: 1 1/2" = 1'-0" <br />AJS BLOCKING PANEL @ 24" <br />JAMB TO FLOOR TRUSS/ SOLID <br />O.C. (MAX) AND @EACH <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />SCALE:3/4" =1' - 0" <br />SEE SS FOR RETROFIT <br />GABLE END RIM JOIST <br />SEE R/S6 FOR <br />END OF WALL UNDER <br />BELOW JAMBS <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL <br />CAN BE IGNORED <br />FRAMING ATTACHMENT <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR <br />4 <br />SCALE: 1/2" = 1'-0" <br />AS NOTED <br />SCALE: 3/4" = 1'-0" <br />SCALE: 1/2" = 1'-0" <br />77 <br />SEE Q/S4 FOR <br />JAMB STUD SIMPSON SP4 w! (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS <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 />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />(� <br />SIMPSON LSTA24 w/(18) 10d NAILS <br />J <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />NOTCHED AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTION <br />(2) 2x8 OR (2) 2x6 TOP <br />PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END <br />O <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />SEE PLAN FOR CONN. <br />TALL. CONTRACTOR MAY USE RTT <br />( <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />_ <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS <br />r <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />A HE DER/STUDS <br />2 2x HEADER SEE PLAN <br />f <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16 O.C. U.N.O. <br />Ilo^ <br />DO SIMPSON SP1 w/ (10) 10d NAILS <br />FLUSH TO OUTSIDE <br />FLOOR PLAN FOR <br />INTERIOR HEADER <br />NAILING AREA(TYP.)HEADER <br />HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN <br />„ n n <br />OE 5/8 A.B. @ 24 O.C. AND 6 FROM <br />MIN 3 2x #2 SPF STUDS <br />() @ <br />END OF HEADER SEE Q/S4 FOR <br />EXTERIOR HEADERS <br />COL. SIZE <br />(2) SIMPSON MSTA36 STRAPS w/ <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(26) 10d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />AT STEP DOWN LOCATION, MIN 7 <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />PLATE SEE PLAN <br />CONNECTION DETAILS FOR <br />2 x SPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />MORE INFORMATION <br />BASE PLATE <br />�� <br />SIMPSON SP4 w/ 6 10d x 1 1/2 USE <br />PRE-ENGINEERED O ( <br />F <br />O <br />2x CRIPPLES @ 16" O.C. <br />W/ 2 12d TOENAILS T/B <br />10d x 1 1/2" EACH SIDE <br />2 10d TOENAILS AT EACH END <br />2-STY. FRAMING <br />O.C. TYP T & B - <br />- � <br />SIMPSON SP6 w/ (6) 10d x <br />C B B C <br />O <br />() OF <br />2 #2 <br />1 1/ 2 USE SP F <br />( 8 OR 2x8 <br />H <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />(2) x <br />WALL) @ 24" O.C. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />SYP U.N.O. <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID <br />( ) <br />� <br />TOP PLATES �� <br />BE SPACED W/IN 6 FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />COL. SIZE <br />2 x 4 #2 SPF STUDS B <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />PER <br />PLYWOLU <br />NAILINGOSCHEDU SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />�— <br />AT 16 O.C. U.N.O. (2) 2x HEADER G <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />() () <br />EXTERIOR HEADERS <br />C FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8"BOX <br />ANCHOR BOLT w/ <br />HEADER <br />SEE PLAN <br />E F Grp F F <br />(1) 2x SILL PLATE W/ 2 12d TOENAILS. <br />() <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE <br />SIMPSON MSTAM36 W/ (7) <br />10d NAILS & 4 1/4"x2 1/4" <br />T d NAILS O <br />TIE BEAM <br />MIN. 6 EMBEDMENT <br />(2) SIMPSON LSTA12 w/ (10) <br />10d NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />w/ (6) x <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />SEE FOUND. PLAN FOR FTG. REQ. <br />H STUDS UNDER 2nd FLOOR HEADER ARE O <br />BELOW JAMBS <br />o <br />_ <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NOT REQ'D TO HAVE CONNECTIONS. <br />\��/ <br />NAILS AT BASE <br />''PROVIDE (2) CRIPPLES BELOW <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />2 ST. INT. BEARING WALL <br />E FOUNDATION PLAN <br />FOR FTG. REQ. <br />I <br />4— — �- <br />TO ANY GIRDER TRUSS IN THIS <br />SITUATION. CONNECT G.T. TO <br />AND EXTERIOR <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />HEADER CONN. <br />� 2nd FLOOR <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />s <br />2 STORY COL. <br />@ <br />I R D <br />G E R <br />BOTTOM TO HEADER <br />7 <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: 1/2" = V-0" <br />LOWER ROOF. <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: 1/2" = V-0" <br />J <br />- <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR <br />TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 <br />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) SIMPSON LSTA24 w/ (18) 10d NAIL (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) SIMPSON LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />10d NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />PLATE THEN DOWN THE <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />SIMPSON LS30 w/ (6) 10d x 1 <br />FOR OPENINGS LESS THAN <br />1/2" NAILS AT EACH END TYP. <br />4'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES 16" O.C. <br />• <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />@ <br />TOP PLATE <br />NAILS BENT OVER TOP PLATE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />W/ (2) 12d TOENAILS T/B <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />° <br />2 WS 10d @ <br />- <br />(2) 2x SILL PLATE <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3,� 0/ <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />A�,qT ti0 <br />2x4 <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN <br />F <br />48"M� TOA TOP SPLICE <br />2x STUDS @ 16" O.C. <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />4 ft (2) 2x <br />ti <br />(2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING <br />(1) 2x SILL PLATE W! (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />10d x 1 1/2" EACH SIDE <br />ALT. <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />HEADER ANCHOR <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 10d NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />r8 <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />A SIMPSON LS30 w/ (6) 10d x 1 <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />SCALE: N.T.S. <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />PROVIDE 2x4 ON <br />• <br />EACH END <br />REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />TOP OF 2x8 TO <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />SIMPSON NAIL (2) MSTAM36 4" (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />BLOCK OUT TOP <br />PLATE ATTACH <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK <br />FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 <br />2x8 TOP <br />J <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />BELOW JAMBS <br />TIE BEAM <br />2x8 STUDS <br />SIZE & CONNECTIONS <br />2X CONT. RIBBON <br />PER PLAN 2x4 W/ 2 ROWS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. @ 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />9 <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />10 <br />1 <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 3/4" = 1'4' <br />�, <br />z�z <br />Q <br />U) z <br />`r' <br />(D03 <br />a--J <br />0 <br />�U — <br />0 L.0 <br />E <br />tN/) <br />o 0 <br />U <br />W <br />;t' ~ 88 <br />p U <br />a� M <br />to Cl) <br />C � M <br />O 'CO NO <br />_ <br />� ;.... ` <br />-5 U. 00 <br />U <br />�Q� <br />0 <br />y <br />Q to <br />LOQ <br />Q Q <br />B DO <br />i°a <br />D <br />all d Zy" °� <br />•, <br />} - an M` . D <br />ff-''•.__,tom o :,^ <br />iAJ <br />a. <br />QA <br />, <br />r <br />aCD <br />F <br />ru <br />To the best of the Engineep �%kppwle ge, in ormat``eL--� d <br />belief, the structural plans and•6po4¢''1qdt�y4�t't*" ed <br />within these drawings comply with tME 2b51't Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z cV <br />0�1� <br />►>i��0 <br />M <br />Q U-) 'gyp <br />V) O <br />Q LL <br />F- �- <br />� U a� <br />Q <br />z � <br />zz <br />WJCST <br />C) <br />jR <br />za <br />z� <br />�F <br />¢owa <br />wWo <br />UQ <br />zi <br />0Z <br />Z <br />�g�w <br />o. - <br />yaaz2- <br />O�u-g <br />U <br />O <br />QJ <br />cl) <br />Z <br />o <br />z 8 <br />O <br />Z <br />I� <br />0 <br />5 <br />3 <br />C <br />N <br />UU <br />=Z. <br />�f <br />o� <br />0 O <br />Q <br />avvx9 <br />O <br />O <br />w O <br />0<0- <br />1 ` <br />w Ce z < <br />Q <br />I-PEo <br />$b <br />Z <br />W <br />^ <br />11i <br />9C, <br /><Wo i <br />Z <br />w ~~ <br />NQ <br />Z <br />t <br />DMZ <br />Rz <br />m <br />O <br />N <br />oo <br />Z <br />g <br />= <br />:jo <br />` z <br />, I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5al <br />SHEET NO. <br />D2 <br />