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a <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <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 />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />MASONRY WALL <br />CONNECTION. <br />EXT. SHEATHING <br />BELOW AND ALT. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASONRY & 8d <br />BLOCKING INFO <br />UA <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />FLOOR + <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 />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />• <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SURFACE QA 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE <br />EXCEEDING 6 FEET. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM <br />FRAMING PLAN FOR I -JOIST AT 48" O.C. <br />A SIMPSON LS30 wJ (6) 10d <br />1 Od x 1 1/2" CLIP EACH SIDE <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />••° ••• <br />— <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />INFO <br />SIMPSON MSTAM36 STRAPS 10d <br />1/2" GYP. BOARD OR <br />11BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 w/ 10d <br />(2) w/ (7) <br />EXTERIOR STRUCTURAL <br />1-1/8 RIM BOARD <br />END OF OPENING <br />(11) <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • e �•° <br />ON FLOOR SYSTEM TO MASONRY WALL �° <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />8d NAILS @ 3 O.C. <br />! <br />/. % - = JOIST SEE PLAN <br />.; <br />(2) SIMPSON MSTAM36 w/ <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />NAILED TO STUD <br />PACK w/1Od NAILS <br />TO STUDS ABOVE PLATE <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />' " (2) 12d TOE NAILS TOP <br />" <br />TIE BEAM <br />@ 8"o.c. <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />, <br />(7) 10d NAILS & (4) 1/4 x2 <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 <br />IS INSTALLED). <br />SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />�// O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />GABLE END RIM JOIST <br />: <br />END OF WALL UNDER <br />BELOW JAMBS <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />SEE FOR <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION <br />CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING <br />ATTACHMENT <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 4 <br />SCALE: N.T.S. <br />N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE Q/S4 FOR <br />JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 1 Od NAILS <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION <br />(2) 2x8 OR (2) 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />C— BO SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />. <br />OF CRIPPLES IF LONGER THAN 8" <br />T-YP.j,: <br />2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END <br />O <br />SIMPSON SP4 w/ (6) 1 Od 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 />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />{ <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. <br />D SIMPSON SP1 w/ (10) 1Od NAILS <br />O <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN f.e� <br />OE 5/8" A.B. 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />COL. SIZE <br />0/(2) SIMPSON MST37 <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. <br />O <br />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />j.J, <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF EMBEDMENT PAST STEP. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ <br />PLATE SEE PLAN <br />12d NAILS AAB <br />MORE INFORMATION <br />(6) <br />FLOOR SYSTEM OR <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />1 Od x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T <br />SIMPSON SP6 w/ (6) 10d x <br />C B B C <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />1 1/2" (USE SP8 FOR 2x8 <br />(2) 2 x #2WALL) <br />H <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N.O. <br />@ 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 />JAMB CONDITION OR IF BUILT-UP <br />- 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET <br />/ �E I ,(BLOCK <br />A SIMPSON LS30 10d 1 1 2 S <br />SOLID)(2) <br />TOP PLATES BE SPACED W/IN 6" FROM OPENINGS <br />AND MULTIPLE STUD PACKS <br />OPENING NAILED TO STUD <br />PACK W/ 10d NAILS 8 O.C, <br />w/ (6) x <br />I TA <br />TO BE NS LLED AT EACH END. <br />SEE PLAN FOR <br />I COL. SIZE <br />2 x CONT. T <br />g { <br />2 x 4 #2 SPF STUDS <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />AT 16" O.C. U.N.O. 2 2x HEADER G <br />() <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />E F TYP FSEE PLAN F <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />I TIE BEAM <br />V. <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />D <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 1Od NAILS AT <br />r—u°i• <br />PROVIDE BLOCKING <br />a.:o <br />6" SEE FOUND. PLAN FOR FTG. REQ. <br />O STUDS UNDER 2nd FLOOR HEADER ARE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />BELOW JAMBS <br />• . <br />��-TOP <br />AND SIMPSON SP1 w <br />NAILS AT BASE <br />"PROVIDE (2) CRIPPLES BELOW <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY I NT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER <br />CONN. �a 2nd FLOOR <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK i <br />STUDS BELOW <br />SITUATION. <br />/ (2 SIMPSON TS200w/ <br />STUDS wO <br />„ <br />(24) 10d x 1 1/2 NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />6 <br />2 STORY COL. <br />a@ GIRDER <br />I <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: N.T.S. LOWER ROOF. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: N.T.S. <br />i,A <br />.'3 <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />MORE INFORMATION <br />HEADER STRAPS <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) SIMPSON LSTA24 w/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <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 />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <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 />OTHERWISE DETAIL <br />CAN BE IGNORED <br />PLATE THEN DOWN THE <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />SIMPSON LS30 w/ (6) 1 Od x 1 <br />j *FOR OPENINGS LESS THAN <br />1/2" NAILS AT EACH END TYP. <br />4'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 1Od <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <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 />2 WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />3„ <br />N <br />�TF <br />2x CRIPPLES @ 16" O.C. <br />(2) <br />12d <br />O2x� <br />2x STUDS @ 16" O.C. <br />W/ 2 12d TOENAILS T/B <br />() <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMBES <br />(1) 2x SILL PLATE W/ (2) TOENAILS. <br />TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />(2) 10d TOENAILS AT EACH <br />E <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />, <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING <br />S. <br />2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />1 Od x 1 1/2 EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON <br />OPENING NAILED TO STUD <br />• . <br />8 <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 1Od NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SCALE: N.T.S. <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 />PROVIDE 2x4 DN <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />, <br />EACH END <br />REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 1Od x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22)10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <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 />@ 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST <br />2x8 <br />2x8 TOP <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 2X CONT. RIBBON <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <br />SIZE & CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. <br />@ 2nd FLOOR <br />HEADER CONN. a@ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />SYSTEM 42 SCALE: N.T.S. <br />SCALE: N.T.S. <br />9i <br />co <br />N <br />C'44 <br />C/i a �o <br />u a W ram, <br />C fO V N <br />V i N <br />s l s <br />as el.... a <br />ilk <br />is d m a <br />�•d �a <br />' � o <br />o. u <br />0��\l\11N1I111!!/// <br />• <br />�;<, N <br />\• C5 Q ' Ca <br />zz-- <br />%., FL©� <br />o F fiS S 1 oN <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the atructurai engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />w <br />Aff w <br />� o �g <br />(0N d C <br />0 �� § <br />dJ N N 0 LL <br />di yMo J <br />9 U. - l i <br />a <br />Y <br />Z <br />W :9z m <br />ZN OU <br />W ❑❑ <br />0 <br />z <br />Q $ <br />CL <br />N z <br />U � <br />0 by <br />v� <br />c <br />Ul <br />w � <br />x <br />U <br />a <br />• <br />C4 <br />r- <br />C <br />M <br />o <br />►L- <br />E <br />pLL <br />ZQ <br />Q <br />E <br />OCL <br />Z <br />g E <br />Z <br />�o <br />-z <br />N <br />as <br />OLL <br />z <br />W�j <br />h <br />�I <br />1W <br />0� <br />$ <br />LO <br />(U <br />LO <br />o, <br />.-�LO <br />co <br />j 0 <br />CM <br />Y <br />p' <br />O <br />(n <br />m <br />m <br />LOI <br />�� <br />N <br />N <br />C:) <br />00 O <br />71, <br />Ln <br />M <br />Q <br />r- <br />E <br />N <br />z° <br />Z7 <br />c <br />E r d ui <br />c <br />JOB <br />NO: 22-06470 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />