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CN U-) C) C14 C-4 04 C I D E5 M C`4 cn LO Cll 8 00 co C-4 -3t C, C14 E 2 0 C) I 00 C;1 cli C'4 C3 V) Uj (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1 Od NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED —1 TRUSS. SEE PLAN FOR FOR 2x8 WALL) FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. ++ CONNECTION. 0. C. 2x CRIPPLES @ 16" O.C. (2 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR & 8d NAILS T/B 1. APPLY SUB (2) 1 Od TOENAILS AT EA. BLOCKING FLAN GE (3) 2x # SPF INTERIOR HEADER X. DETAILS 2xSTUDS Y2xST11 LO FLOOR STUDS W/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W1 (2) 12d TOENAILS. SURFACE 2x4 #2 BLOCKING A THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2X4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE W/ SIMPSON LS30 w/ (6) A SIMPSON LS30 W/ (6) 1 Od 1 Od x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE ---_MIN (3) 2x #2 SPF STUDS @ END OF I CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR ILL- REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO iL' 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 W/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 wl I -JOIST SEE PLAN PACK W/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD I & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM ISINSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST— END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER CONNECTION INFO TO MASONRY WALL (2) - 1 Od TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETA IL �2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR(T� SCAI P N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP —7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE - DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TYP-i 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) SIMPSON LSTA30 W/ (22) 10d SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER 12 TOENAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE THEN DOWN FACE OF (2) - 2X SPF TOP PLATE w/ (2) SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THE HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 10d NAILS HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER —NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE P (2) SIM SON MSTA36 STRAPS w/ CONNECTION 7 7 EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 F?OR___� (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" J 2 x SPF EMBEDMENT PAST STEP. 1 REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 W/ (6) ------------------- FLOOR SYSTEM OR PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" .1 BASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B --- SIMPSON SP6 wl (6) 1 Od x C B PRE -EN I ERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE H,,—] FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 x WALL)@ 24" O.C. F, SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"0 COL. SIZE U 2 x 4 #2 SPF STUDS G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER 1�: NAILING SCHEDULE T /— SIMPSON HTT4 W/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN F TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)— 1 Od NA I LS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 1 Od (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE ---SIMPSON SP2 w/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. -PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B OUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 4— -4- SITUATION. CONNECT G.T. TO 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO — MATCH JACK STUDS W/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLO OR (24) 1 Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. STOP ONCE UNDER 2 STORY COL. GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. �---ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /—(2) SIMPSON LSTA24 W/ (18) 10d NAILL\- (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 W/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2A SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30w/(22)10d SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER /--2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W1 (2) 12dTOENAILS. EXTERIOR HEADERS 3' �2XSTUDS 2x CRIPPLES @ 16" O.C. @ END OF HEADER SEE 2x SILL PLATE W/ 12d TOENAILS. Iq @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft 2x SILL PLATE W/ SIMPSON 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 1 Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR (2) IS GREATER THAN 4 FEET r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, . . . . . . SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2XI 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS SIMPSON (2) MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" --- TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 0 0 V 2: co U) Q) C—/:) 0 LLJ v) Ln T Cn M 2 C> CO r- 04 LU E I CLU -100 C1,-1) C'j C) 0'r -2 c> J__ U_ 00 50 < CM to 10 < A R D. Z LU LU LU z 0 22 LLLis Z LU < Pk NG C()M CI _j C) A� 4, 0 .......... "ROFES5 To the best of the Engineer's knowledge, information and be�ief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering porilons of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LU z c� 0 U M lu z LLI 0 Ce U < 0 Ho 0 Uj 0 U z 0 z -0 U) U-) D fu C-6 0 2! Cl) rt4) LU g u_ 2i RO �_j he P 0 C) U �5 0" :1 r*4 LLJ Lr) Uj 2: < 6j <LW, z 00 11`0 rj C:) Z Z V) S z �0 ca 0 Ck Uj V) z ui SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION NO 4l.2 SHEEFNO. D2