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% <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />SIMPSON SP4 w/ 6 10d x 1 1/2" <br />10d NAILS BENT OVER TOP ( ) <br />(USE SP6 FOR 2x6 WALL, USE SP8 <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 />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 />EXT. SHEATHING <br />MASONRY WALL <br />Q BELOW AND ALT, <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. PLATE <br />(2) 2x SPF <br />FLUSH W/ TOP <br />BLOCKING INFO <br />O <br />SEE PLAN FOR CONN. <br />2x HEADEOP <br />W/ (2) 12d TOENAILS T/B <br />( ) R SEE PLAN <br />SEE FOR 2 OF MASONRY & $d <br />BLOCKING NAILS T/B FLANGE <br />/ <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />0 <br />.O <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. (1) 2x SILL PATE W/ (2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. EXTERIOR HEADERS <br />•FF <br />2x4 CONTACT <br />U.N.O. ON PAN <br />IF OPENING IS GREATER <br />(OPEN <br />SURFACE q 2x4 #2 BLOCKING <br />O <br />NI G LARGER THAN 4 ft 2TOENAILS. <br />THAN 4 FEET BUT NOTNOTE: <br />EXCEEDING 6 FEET.SILL <br />LOOR SYSTEM <br />EE PLAN <br />74OR <br />VERIFY WITH FLOOR <br />FRAMING PAN FOR I -JOIST <br />FLOOR TRUSS FOR <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />BETWEEN JOISTS <br />2X CONTAw/ <br />PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10dAd 10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />(3) 2x #2 SPF STUDS @END OF <br />AT EA. ENDMIN <br />CORRECT BLOCKING <br />w/ (3) 12d EA. ENDINSTALLED <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />REQUIREMENTS <br />1-1/8" RIM BOARD <br />TO HORIZ. <br />7­- .- BLOCKING <br />/ <br />TYPIC <br />WALL <br />FLOOR DECK <br />INFO <br />2x CRIPPLE AT EA. <br />END OF OPENING w/ 10d <br />NAILS & 1/4" 2 1/4" TITENS CENTERED <br />SHEATHING 7/16") <br />/ " <br />FLOOR TRUSS/ <br />TO STUN ABOVE AT <br />NAILED TO STUD TO STUDS ABOVE PLATE <br />(4) x <br />ON FLOOR SYSTEM TO MASONRY WALL '° '°' <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON STRAPS 10d <br />(MIN. <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />WALL SHEATHING <br />;;% ,; <br />- -" JOIST SEE PLAN <br />%%` <br />,.-: '` ' (2) 12d TOE NAILS TOP <br />(2) SIMPSON MS <br />(7) 10d NAILS & (4) 1/4"x2 <br />I -JOIST SEE PLAN <br />--TIE BEAM <br />PACK w/10d NAILS <br />„ FLOOR DECK <br />@ 8 0'0' FLOOR TRUSS/ I -JOIST SEE PLAN <br />MSTA36 w/ (26) <br />TO RIM BOARD <br />���.-& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />� <br />AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />IS INSTALLED). <br />SCALE: N.T.S. <br />.-%:- <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />SCALE: N.T.S. <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />BELOW JAMBS <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SIDE <br />FRAMING ATTACHMENT <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR rT <br />HEADER CONN._@ 2nd FLOOR 4 <br />j <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 />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 />(2) 2x8 OR (2) 2x6 TOP <br />JAMB STUD <br />NOTCHED AT HEADER LOCATION <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP O SIMPSON LSTA24 w/ 18 10d NAILS <br />( ) <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION PATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />P. ` <br />i <br />2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END <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 />CLIPS) BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />@ <br />NAIL <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />NAILS BENT OVER TOP PATE <br />HEADER w/ (2) 12 TOENAILS OUTSIDE <br />SPLAN <br />NAILS TO STUDS ABOVE & (11) 10d <br />(2) - 2X SPF TOP PLATE <br />SEE FOR SIZE <br />NAILS TO STUDS BELOW. <br />— 2 x 4 #2 SPF STUDS <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 />I° <br />O SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />CONNECTION <br />(2) 2x HEADER G <br />(1) 2x SILL PATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />SEE PLAN <br />�E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />EACH END W/ 7" EMBEDMENT. IF <br />MIN (3) 2x #2 SPF STUDS @ <br />END HEADER SEE Q/S— 4 FOR <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(2) SIMPSON MST37 <br />STRAPS w/ 42) 16d NAILS <br />( <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />2 SPF <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />PLATE SIMPSON LS30 <br />PLATE SEE PAN <br />MORE INFORMATION <br />12d NAILS AT 6" <br />x EMBEDMENT PAST STEP. <br />BASE PLATE <br />SILL w/ w/ (6) <br />10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM OR <br />O.C. TYP T & B _ SIMPSON SP6 w/ (6) 10d x <br />2x CRIPPLES @ 16" O.C. <br />2-STY. FRAMING <br />B C <br />PRE-ENGINEERED n SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />�� <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 #2 WALL) @ 24" O.C. <br />C B H <br />FLOOR SYSTEM ---�� SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />��SILL (MAX. OPENING WIDTH 4 FEET). <br />OR LVL GIRDER <br />SYP U.N.O. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />BLOCK SOLID <br />( ) <br />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES 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 />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />4 B <br />2 x 4 i2 SPF STUDS <br />G INTERIOR HEADER <br />O 12dTOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT O.C. U.N.O. 2 2x HEADER G <br />(1) 2x SILL PLATE W/ (2) <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />R BOLT w/ <br />(2) 2x TOP PLATE <br />SEE PLAN <br />E F Np F F <br />(1) 2x SILL PATE 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 />() <br />10d NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />2 SIMPSON LSTJ2 w/ (10) 10d <br />( ) <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />, D <br />, , � <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT <br />•e . c cal <br />6" SEE FOUND. PLAN FOR FTG. REQ. <br />O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />a <br />;. <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />ON <br />- - _ NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• : <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 PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. <br />aC� 2nd FLOOR <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />6 <br />2 STORY COL. <br />aC� GIRDER <br />SHEATHING CAN STOP ONCE UNDER <br />7 <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: <br />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 />` - <br />�� '' <br />.0 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 HEADER STRAPS <br />CONNECTION IF MSTAM36 <br />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) 10d 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 PAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL <br />CAN BE IGNORED <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />PATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />FACE OF HEADER/STUDS <br />DOUBLE 2x4 <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <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 />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 />2 WS 10d @ <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 PATE W/ (2) 12dTOENAILS. <br />3" 0/ <br />2x CRIPPLES 16 O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />�T <br />F 2k <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />1X2x SILLLPA E W/S2 12d TOENAILS. <br />() () <br />OPENING LARGER THAN 4 ft (2) 2x <br />4O 4T TOP SPLICE <br />0 <br />M/N A <br />(2) 10d TOENAILS AT EACH <br />(1) 2x SILL PATE W/ (2) 12dTOENAILS. <br />INFO. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />EXTERIOR HEADERS <br />(1) 2x SILL PATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />. <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />LARGER THAN 4 ft (2) 2x SILL PATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />`� <br />s <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 />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 ON <br />' <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) 10d 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 />10d NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACHIle <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />J„ <br />W/ (2) <br />NAILED TO STUD PACK � <br />FLOOR DECK <br />FLOOR DECK <br />O.C.NAILS <br />@ 3" .C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 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 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. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />r9 <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE <br />DETAIL <br />�o <br />�1 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />0 <br />N <br />e+'s 0 <br />Z C W <br />i s <br />cC <br />4 <br />1 <br />C cc U M <br />. Z7 C] aNC <br />y -m o r <br />'Q •� N A <br />m CL m <br />E c <br />o <br />Cv <br />} <br />> <br />�cm <br />Rtj <br />_ <br />FLOW <br />A'• <br />le���SSIONP <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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />-- N <br />I' W <br />n Q 8 E <br />M <br />0 <br />tt 0 <br />inNaT? <br />LL <br />� <br />a =� w <br />J LL li d. <br />Lu <br />W 0n�4jO' <br />m w <br />Z N N Z d J <br />Z 03 V <br />W ❑❑ <br />z <br />z � <br />Z n <br />Q � <br />M <br />_ <br />LL <br />U <br />C' A <br />U <br />0 w g <br />CN c <br />LLJ <br />8� <br />s <br />B U 3 <br />Q <br />-o <br />N <br />S <br />Z <br />J <br />q <br />G ` <br />Z. <br />LL <br />E <br />n <br />0 <br />4 <br />o <br />Z Ea <br />00 <br />U <br />00 <br />z <br />O <br />�0 <br />Qo <br />qU <br />N � <br />�� <br />Cn ra <br />CU <br />EQ <br />Y <br />o� <br />r <br />m N <br />J <br />do <br />�p <br />w <br />ti <br />a <br />� G <br />g cJ <br />y <br />N W <br />q <br />MV, <br />OI <br />T <br />d = <br />t <br />U 2 <br />0 <br />.0 O <br />= <br />Lo <br />L O <br />LO <br />m <br />O o <br />0 <br />m <br />m <br />L <br />Y <br />T <br />.L <br />O `� <br />Y <br />O <br />^ <br />00 <br />m 04 <br />L1') <br />NQ <br />N <br />00 n <br />T <br />c0 <br />L <br />0 <br />Z <br />m <br />Z <br />7 N <br />E r" m <br />o <br />a <br />U ¢ 0 <br />c <br />-r <br />JOB <br />NO: 23-06141 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />