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0 <br />-3c <br />7 <br />C <br />LO <br />C� <br />c14 <br />r*- <br />L0 <br />C`4 <br />C�4 <br />04 <br />Cc <br />zo <br />I <br />00 <br />-1 <br />E5 <br />to <br />4- <br />Pi <br />E! <br />LO <br />c14 <br />0 <br />_V <br />E-1 <br />9e <br />IR <br />C14 <br />E <br />E <br />-3 <br />1= <br />E2 <br />co <br />2 <br />0_ <br />CL <br />C" <br />M <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) 1 Od x 1 1/2" <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 />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C.. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 <br />+ <br />BLOCKING INFO <br />SEE PLAN FOR CONN. <br />W1 (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />FOR OF MASONRY & 8d <br />SEE FOR <br />BLOCK, NG NAILS T/B FLANGE <br />BLOCKING <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 1 Od TOENAILS AT EA. <br />INTERIOR HEADER <br />FSEE <br />DETAILS <br />DETAILS <br />LO <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 />2xSTUDS <br />if <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <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 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />M <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />2x4 SIDE BRACE <br />AT 48" O.C. <br />IT: <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 1 Od <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <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 />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />O_ <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 />(2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7116") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/1 Od NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIM PSON MSTA36 STRAPS w/ (26) 1 Od <br />J <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 1 Od NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8"o.c.. <br />FLOOR TRUSS/ kJOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />I <br />SIMPSON LSTA30 FROM <br />IS INSTALLED). SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />O.C. (MAX) AND @ EACH <br />ROVIDE 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 />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET <br />OR BOX HEADER IS USED <br />CONNECTION IF MSTAM36 <br />SECTION 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 ATTACHMENT <br />BLOCKING DETAIL <br />GIRDER/COL. CONN. @ 2nd FLOOR ( �3 <br />HEADER CONN. @ 2nd <br />FLOORK"_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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS <br />JAMB STUD <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 />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 />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 />L-11.1 17 <br />2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SPIS FOR <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />TOP PLATES LENGTH ON STUDS W/ (11) 1 Od <br />(1) SIMPSON LSTA30 w/ (22) 10d_Ar��[ <br />CLIPS) <br />NAILS TO STUDS ABOVE & (11) 1 Od <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER wl (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN 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. SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTS31DEI <br />FLOOR PLAN FOR HEADER <br />(2) 2x HEADER L <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />COL. SIZE <br />(2) SIMPSON MSTA36 STRAPS W/ <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q S4 FO R <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(26) 10d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <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 />MORE INFORMATION <br />x PF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />TII J .1. 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 & B <br />SIMPSON SP6 w/ (6) 1 Od x <br />ERED U—F) SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE <br />C C <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />(2) 2 x #2 <br />1 1/2" (USE SP8 FOR 2x8 <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />SYP U.N.O. <br />WALL) @ 24" O.C. <br />WALL OR BEAM WALL) AT EACH STUD AT HEADER <br />IF OPENING IS GREATER THAN 4, <br />I OR LVL GIRDER <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x4 SPF _0 <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />STUDS ARE w/IN WALL SYSTEM A.B. I <br />L 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 F���' <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 1 Od NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />INTERIOR HEADER <br />2 x 4 #2 SPF STUDS <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />AT 16" 0. C. U. N. 0. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />V. <br />V. <br />16d NAILS & 5/8" <br />BOX HEADER <br />EXTERIOR HEADERS <br />TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ 7) <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />TIE BEAM <br />A <br />ANCHOR BOLT W/ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 1 Od <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <br />TAPCONS <br />OVER TOP PLATE <br />SIMPSON S P2 w/ (12) 1 Od NAILS AT <br />r <br />PROVIDE BLOCKING <br />SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />4 V <br />TOP AND SIMPSON SP1 w/ (10) 1 Od <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />FOUNDATION PLAN <br />*PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY INT. BEARING WALL <br />SEE <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCHJACK <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR r5 <br />HEADER CONN. 2nd FLOOR r6 <br />STUDS BELOW <br />(24) 1 Od x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />2 STORY COL. <br />@ <br />GIRDER <br />(IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <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 />A. j A-J_ <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 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />,--(2) SIMPSON LSTA24w/(18) 10d NAILS\\- (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 />PER PLAN <br />M I N (3) 2x #2 SPF STU DS @ EN D OF H EA'DER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />1 Od NAILS BENT OVERTOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />SIMPSON LS30 w/ (6) 1 Od x 1 <br />1/2" NAILS AT EACH END TYP. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />FACE OF HEADER/STUDS <br />2x CRIPPLES @ 16" O.C. <br />DOUBLE 2x4 <br />TOP PLATE <br />ATTACHED wl (2) 16d TOENAILS AT EACH END <br />NAILS BENT OVER TOP PLATE 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 />1" <br />(2) 2x SILL PLATE <br />HEADER/STUDS (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 <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />@END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br />STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />(2) 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />ENING <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 W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />OPENING NAILED TO STUD <br />r8 <br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <br />PACK W/ 1 Od NAILS <br />(2) 1 Od 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 MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <br />1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />EACH END 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 SIMPSON LSTA30 w/ (22) 10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING CENTERED <br />TAPCONS <br />W/ (2) 1 Od NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 1 Od 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 <br />2X CONT. RIBBON <br />2x8 STUDS 2x4 W1 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. 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM r9 <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE N.T.S. <br />SCALE: N.T.S. <br />ova <br />C-) <br />C) <br />C) <br />a <br />Q_ <br />13 <br />U)Ln <br />CD <br />0 LU <br />V) <br />E <br />0 <br />U <br />co Cl) <br />-2 p <br />ca �� <br />LLj <br />E <br />a) C13 <br />CD M <br />r_ CID ce) <br />-0 co <br />_M <br />0 .1 C%j <br />-9 CD <br />c) <br />01- 83 <br />-C U_ 00 <br />:5 - co <br />" M <br />- '.2 <br />0 <br />.c::cC' <br />m <br />a- <br />Lo 0 <br />'IT <br />I <br />N C�B D C <br />10 <br />U) W - C-"-�;2 zo <br />ulu­.2 <br />LU - g?�A <br />Q) U- <br />Uj <br />& . <br />z 0 <br />(A : (Ru - g <br />Z U) :9 E <br />c,, <br />U0 <br />ju oc 2, �i! <br />la?'Ov"ll/V Zllk/co <br />< 0 LU <br />C3 <br />0 <br />FL 4u <br />he best of the ng <br />the structural plans and specification., contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR, <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />9 <br />Lu <br />z g <br />z <br />< <br />z <br />uj < <br />Lu Cz, <br />< <br />z <br />U) <br />0 Lu Z <br />z <br />C <br />Lu C14 <br />< <br />0 <br />-U <br />0 <br />0 <br />0 <br />Uj <br />z <br />Z� <br />z <br />-a <br />W <br />4 <br />011 <br />M <br />0 <br />C-13 <br />* <br />U <br />(r) <br />rsj <br />— <br />< <br />Lu I <br />8 z <br />PC <br />_j <br />LU <br />8 6 <br />Lu ME <br />L' og <br />r'j <br />< <br />Lr) <br />Z <br />r1j <br />2 x <br />z <br />UJI <br />r14 <br />Lr) <br />6i <br />Uj <br />2: <br />z' Eu, <br />8.'< < <br />`� <br />'10 <br />< <br />< <br />z <br />uf <br />LU LU <br />W z <br />z <br />t7u <br />< 0 <br />z <br />DO <br />z <br />LU <br />0 <br />_IM <br />_1 <br />0 <br />00 <br />:5 <br />x: <br />< <br />a- <br />V) <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO 42 <br />SHEEr NO. <br />D2 <br />'111 14 "ll 11,11AIP Afid-11L.A. j 111111-t H, 111 .1 <br />