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N <br />0 <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP 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 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 />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />MASONRY WALL <br />CONNECTION. <br />EXT. SHEATHING <br />0 BELOW AND ALT. <br />2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASONRY & 8d <br />BLOCKING INFO <br />QA <br />' <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 />1. APPLY SUB <br />(3) 2x #SPF <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />to <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. (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. 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 />• °• <br />SURFACE q 2x4 #2 BLOCKING <br />O <br />THAN 4 FEET BUT NOT 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 />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE <br />•� <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS END OF <br />INSTALLED AT EA. END <br />• • <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />°• <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />INFO <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />END OF OPENING 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 TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •° <br />VERIFY WI PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <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 />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 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 <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 />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 R/S6 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 />EACH SIDEE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING <br />ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd 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 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 />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />NOTCHED AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />P. <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 />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />@ <br />CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />11 11 A <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />2 - 2X SPF TOP PLATE <br />() <br />HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />o <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />G <br />(2) 2x HEADER <br />SEE PLAN <br />(JE 5/8" A.B. 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />@ <br />EXTERIOR HEADERS <br />(2) SIMPSON MSTA36 STRAPS w/ <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) 12d TOENAILS. <br />(26) 10d NAILS <br />DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR <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 MORE INFORMATION <br />(6) <br />FLOOR SYSTEM OR <br />12d NAILS AAB <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2 EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T SIMPSON SP6 w/ (6) 10d x <br />B B C <br />PRE-ENGINEERED 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 />1 1/2" (USE SP8 FOR 2x8 <br />(2) 2 x #2 <br />H <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET).OR <br />BAND JOIST & BLKG. <br />@ 24" O.C. <br />EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />) <br />IF OPENING IS GREATER THAN 4,JAMB <br />LVL GIRDER <br />SYP U.N.O.WALL) <br />CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OFTOP <br />FEET BUT NOT EXCEEDING 6 FEET,(BLOCK <br />A SIMPSON LS30 10d 1 1/2" IS <br />SOLID) <br />PLATES .� <br />BE SPACED W/IN 6 FROM OPENINGS <br />OPENING NAILED TO STUD <br />w/ (6) x <br />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />COL. IZE <br />2 x 4 #2 SPF STUDS B <br />O INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON H w/ (18) <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />5/8 <br />16d NAILS & 5/8" <br />16d NAILS <br />BOX HEADER <br />SEE PLAN <br />E F TYp F F <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SIMPSON MSTAM36 W/ (7) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />TIE BEAM <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />D <br />2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />BASE PLATE <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />0 <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />o^ <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PROVIDE BLOCKING <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />g" SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />_ _ZL TOP AND SIMPS <br />ON SP1 w/ (10) 10d <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• < ' <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 <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION, CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />HEADER CONN. <br />@ 2nd FLOOR <br />STUDS BELOW <br />HEADER AT TOP AND <br />5 <br />SHEATHING CAN STOP ONCE UNDER <br />6 <br />2 STORY COL. @ <br />GIRDER <br />BOTTOM TO <br />CRIPPLES ARE LESS THAN 8" <br />7 <br />(IF <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 />� <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 <br />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) 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 />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />' FOR OPENINGS LESS THAN 4'4" 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 />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 />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3" O/ F'rT <br />- --- <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />�� /►i0 <br />2x STUDS 16" O.C. <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 />�� ?x�TOA TOP SPLICE <br />@ <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 />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 />LARGER THAN 4 ft 2x SILL PLATE W/ SIMPSON <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />10d x 1 1/2" EACH SIDE <br />, <br />ALT. HEADER ANCHOR <br />I5 GREATER THAN 4 FEET <br />(2) <br />PACK W/ NAILS <br />10d <br />8 <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />10d <br />(2) TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />' <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 />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 />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 />' <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 />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 />IFLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />0 <br />AGAINST 2x8 <br />01 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 />SIZE & CONNECTIONS <br />BELOW JAMBS TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS <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. <br />@ 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />s <br />�o <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />U' tg <br />z� <br />z <br />z <br />a <br />U, z <br />� C9 <br />M t� <br />•O <br />LU <br />01- <br />120 <br />(A � <br />U <br />LU <br />mo <br />M <br />U <br />00 <br />jq <br />Al <br />DD. <br />NN C <br />/ ,11� <br />N N <br />u'1 N <br />ik <br />Z MIEV <br />)0 <br />r <br />r- <br />WCk ag <br />V a <br />Z N <br />0 j-.$ <br />LLOp iA! <br />N< o <br />W <br />WWW.FDSENG.COM '/ 1:1 <br />I Itttl//� <br />\\\\\e <br />O W 1V <br />�i <br />\\`\t11i� <br />ti N <br />EE• <br />_ Q _� 4.3 <br />FESS\�NP <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code . <br />Residential 6th Edition. Engineers signature and seal Is only for <br />Me structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LEN NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />21 <br />�agg� <br />z�a0 <br />U <br />L <br />8.1 <br />L <br />> <br />Z <br />O <br />z <br />M <br />R <br />n <br />Q <br />F— <br />U <br />LIJ <br />O <br />-p <br />d. <br />W <br />�a <br />W <br />`'rw/' <br />J�g .b <br />_ / <br />¢�U <br />* <br />N <br />LU <br />Uo� <br />d <br />d' <br />^� <br />ZLn <br />Lij <br />LU <br />�8 <br />CIO <br />N <br />Z <br />tu-Z <br />rn O <br />00 <br />,-•a <br />� <br />a <br />2 <br />cA <br />W <br />f <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />D2 <br />