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(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <br />SON SP4 w/ (6) 10d x 1 1/2" <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />/ <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />(USE <br />(USESP6 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 />EXT. SHEATHING <br />MASONRY WALL <br />Q BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO <br />SEE PLAN FOR CONN. <br />W/ 2 12d TOENAILS T/B <br />( ) <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 OF MASONRY & 8d <br />BLOCKING NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />FDETAILS <br />FLOOR <br />P24#2B <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 PLANTHAN <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SURFACE <br />4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />�� <br />AT 48 O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ 6 10d <br />O <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />�� <br />10d 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 <br />MIN (3) 2x #2 SPF STUDS @END OF <br />•' <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />AT 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 />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 10d <br />(2) SIMPSON MSTAM36 STRAPS wf (7) 10d EXTERIOR STRUCTURAL <br />1-1l8" RIM BOARD <br />END OF OPENING <br />w/ (11) <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") <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 />[-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„0 <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). 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 1S USED <br />CAN NOT BE INSTALLED <br />SECTION CORNER <br />CONNECTION INFO TO <br />MASONRY WALL <br />2 10d TOE NAILS <br />( ) <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT 1 <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 />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d 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 />O ( ) <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS <br />4 O <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />.o.oa.7 000-aouooa <br />OF CRIPPLES IF LONGER THAN 8" <br />P-j 2 - 2 x 4 SPF 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 NAIL BACK LEG TO <br />(2) 2x HEADER TO SIT <br />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />) OF CIPPLE <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 />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />2 x 4 #2 SPF STUDS <br />C 0AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />HEADER FLUSH TO OUTSIDE <br />2x6 / 2x8 WALL BEYOND SEE <br />FLOOR PLAN FOR HEADER <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN ( #2 SPF STUDS 2@ 3) x <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 FOR <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 />2 x SPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <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 & B <br />SIMPSON SP6 w/ (6) 10d x <br />PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1!2" (USE <br />C B B 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 />H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />TSILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />SYP U.N.O. <br />WALL) @ 24" O.C. <br />EWALL OR BEAM WALL AT EACH STUD AT / <br />- ) <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <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 />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 />2 x 4 #2 SPF STUDS B O INTERIOR HEADER <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 O 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />EXTERIOR HEADERS <br />SEE PLAN <br />E F TYP F F (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 />10d NAILS & (4) 1/4"x2 1/4" <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />➢ <br />TIE BEAM <br />\ <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 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) 10d NAILS AT <br />PROVIDE BLOCKING <br />SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />° ° <br />TOP AND SIMPSON SP1 w/ 10 10d <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />O ID <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN <br />TO ANY GIRDER TRUSS N THIS <br />IS <br />2 STORY I NT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR EXTERIOR STORY ONLY. <br />HEADER CONK. @ 2nd FLOOR <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK <br />STUDS BELOW <br />SITUATION. CONNECT G.T. TO <br />STUDS wl (2) SIMPSON HTS20 w/ <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR 2 WALLS <br />SHEATHING CAN STOP ONCE UNDER <br />6 <br />2 STORY COL. <br />a� <br />GIRDER <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 />; <br />°.o <br />. I. o <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <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 />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 />og <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 <br />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'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />° <br />TOP PLATE <br />ATTACHED w/ (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 />° <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />. <br />2 WS 10d @ <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/ <br />(} (2) 12dTOENAILS. <br />3" 0/C <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 />�� �Vp <br />FQ 2x� <br />— <br />2x 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 />8 Mfg OA 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 />, <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />10d x 1 1/2" EACH SIDE <br />° <br />A. HEADER ANCHOR <br />IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />8 <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 />. <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 wI (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 />10d NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />Ile <br />END OF OPENING CENTERED <br />TAPCONS <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />@ 3" O.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 <br />PER PLAN 2x4 W/ 2 ROWS <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 9 <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />10 <br />11 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />fy. <br />i, <br />M <br />_ o <br />z�z <br />J <br />a <br />� <br />Q1 <br />�LLj <br />o <br />.® L <br />o <br />([N <br />U <br />co <br />�CD <br />W <br />U <br />Z <br />4)m <br />C N co <br />9,10 C N <br />O <br />00 <br />� d0 <br />0 <br />¢0 <br />�QV <br />w Q d <br />Al <br />D. <br />x <br />'L <br />10 <br />C <br />� O N A <br />Z W a) w a <br />U' Z <br />a <br />LU <br />N N1LU <br />tca <br />4' LL <br />Ck <br />Z Q -g9 <br />is (A �a✓ <br />gn9E42 <br />Z <br />LL W a NQ Q <br />`�,etilllllfl �l�/�r�o <br />w <br />00 <br />:t•• S <br />r6l CV <br />Vh <br />�CC•J Off• <br />•. ��- : <br />tv <br />IL '• • <br />'/i "R O F E S5'0 <br />` <br />hefee`I' ftI11111tt`� \\ <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 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 />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0zzC <br />GO <br />a� <br />} <br />�� <br />zoo <br />�zz <br />�o�W <br />U <br />Lu <br />° <br />C� <br />O�O <br />L <br />1 <br />z <br />O <br />zz <br />2:z Y <br />Z <br />> <br />a <br />Z <br />Q <br />U <br />4� <br />D <br />a <br />W <br />Cf) <br />1 <br />U <br />= <br />�../ <br />� <br />_J <br />o9 <br />o <br />w1z <br />. r <br />0 <br />VOgea< <br />N <br />0 <br />o: ¢ <br />zac¢ <br />N <br />W2a <br />uj <br />< <br />o � <br />z <br />¢ aRI <br />J <br />1--1 <br />L1J <br />Q¢ <br />¢ z 8 <br />d" <br />Q <br />Z <br />z <br />�¢Z <br />CY <br />Z <br />U <br />m <br />oo <br />: <br />= <br />a <br />n <br />1--1 <br />0- <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 11 /2/2Q 18 <br />TECH: KFRAZER <br />VERSION NO. 5ol <br />SHEET NO. <br />D2 <br />