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CY� T3 1z ca 04 Q f14 C) LO FL E 1�0_ LZ 12 0 -9 C, <:4 3 t9 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FACE OF HEADER/STUDS FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR @ 24" O.C. EXT * SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W1 TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEEFOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE B OCK'NG 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER FSEEFOR E A D T ILS DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS 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 W/ (2) 12d TOENAILS. SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT EXCEEDING 6 FEET. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM YSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2X4 SIDE BRACE 2 AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP IS TO BE SILL PLATE W1 SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS W/ (7) 10d EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. BLOCKING TYPICAL BLOCK WALL FLOOR 2x CRIPPLE AT EA. END OF OPENING INFO SIMPSON LSTA30 wl (11) 1 Od ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) S I M PSON MSTA36 STRAPS W/ (26) 1 Od y 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM NAILED TO STUD PACK w/1 Od I JAILS @ 8"o.c. TO STUDS FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST- END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL �2 GIRDER/COL. CONN. @ 2nd FLOOR r3_""� HEADER CONN. @ 2nd FLOOR,( �4 i( SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 W/ (6) 10d X 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 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 OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN 2-2x4SPF SIMPSON CS1 6 W/ MIN. 12" END 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 (1) SIMPSON LSTA30 W/ (22) 10 @ TOP PLATES LENGTH ON STUDS W/ (11) 1 Od HEADER W/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2X6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (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 W1 (2) 12dTOENAILS. /-EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 TOP CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x S I LL P LATE W/ (2) 12d TOE NAI LS. STRAPS W1 (42) 16d NAILS DOUBLE 2x6 OR 2x8 CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x ---------------- PLATE SEE PLAN MORE INFORMATION 2x PF S, EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 W/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMP N P wl dx 4EERED SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE B W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2' (USE SP8 FOR 2x8 WALL) @ 24" O.C. C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, Ll W JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A. B."I 0 TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d 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. C ---- ---- COL. SIZE INTERIOR HEADER LJJ 2 x 4 #2 SPF STUDS 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL--------_ PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER 4 JG (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN M ANCHOR BOLT W/ (2) 2X TOP PLATE SEE PLAN TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 1 Od NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. W/ BASE PLATE W/ SIMPSON LS30 W/ (6) 10d x 1 1/2" EACH SIDE _416- TAPCONS 0 PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT 16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAM BS TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE -PROVIDE (2) CRIPPLES BELOW ATTACH STUDS W/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR �6 FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS W/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. /,-- 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER (IF CRIPPLES ARE LESS THAN 8" 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 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION \ HEADER STRAPS 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 NAILS\\- (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 W/ (22) SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2X4 ATTACHED W/ (2) 16d TOENAILS AT EACH END S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE PLAN MIN (3) 2x #2 SPF STUDS (1) 2X SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS -4 �2x 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE @ END OF HEADER. SEE__'__�. STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER QIS4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE W/ SIMPSON LS30 w/ (6) (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING IF 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2X SILL PLATE W/ SIMPSON \ OPENING NAILED TO STUD IS GREATER THAN 4 FEET 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) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 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 F_ REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d 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" LL--' TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d 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. __j LAJ CC C: LZ CIIA ML C__ CL trill, fz' INN" 0 W Ax N 0 :__j <-30 4M F 0 To the best of the Engineers knowledge, Indonnation and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8. C., '6" 1 0 ;t-- — o? u'- r- C 7 7 -U Z 0 wo W LO < LLW 04 z 0 0) W 1:113 < V) :7-" M C11 Q) 0 4-J LU M U 0 V) U =Uj 4 C. z LL_ E E 0 S CIL SO z "':' M E � 0 0 t co '0 C 0 z z W cn U�' .2 LO LO Lo < CL CU co 0 LID < U) .4 M 0) ca C'4 C'4 LO Cn 00 CD 4i E 4_ 0 z E C C E 0) 0 0 'a 0 1 < JOB NO: 23-00518 SCALE : AS NOTED SHEET NO. D2