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i (1) SIMPSON LSTA30 w/ (22) i (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 6 10 1Od NAILS BENT OVER TOP () d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @ 24" O.C. i EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP OF MASONRY & 8d BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 BLOCKING NAILS T/B FLANGE Fi / 0 APPLY SUB 5��, (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER i DETAILS U FLOOR + STUDS w/ 10d (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ 2 12d TOENAILS. () ( ) 2x STUDS © ADHESIVE TO I 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • i 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ;, SURFACE Q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 i FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE wl SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1Od 1Od x 1 1/2" CLIP EACH SIDE 1/2" SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED EA. END i CORRECT BLOCKING w/ (3) 12d EA. END ; FLOOR DECK AT HEADER SEE Q/S4 FOR REQ D JAMB ------------------------'--'---� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO lo 1/2 GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1Od 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 �o� �o� VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP 1Od NAILS (7),10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS FLOOR TRUSS/ I -JOIST SEE PLAN 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. 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 SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E -10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3NI HEADER CONN. @ 2nd FLOOR 4 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 O 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. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �.: SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o0o OF CRIPPLES IF LONGER THAN 8" :., P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 1Od 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 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE 2 - 2X SPF TOP PLATE O HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER NAILING AREA 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER o G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE (TYP.) ��(2) I I i CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS ; SIMPSON MST37 —� SEE STANDARD HEADER ' EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP 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 .{ 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" r BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B C W/ 2) 12d TOENAILS T/B ( (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. \ 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 C B H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER / t \\ JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET (BLOCK SOLID) / / STUDS ARE w/1N WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OPENING NAILED TO STUD PACK W/ 1Od NAILS @ 8"O.C. �� A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TO BE INSTALLED AT EACH END. SEE PLAN FOR COL. SIZE 2 x CONT. T & B — — e 2 x 4 #2 SPF STUDS B G li INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE :- - -- SIMPSON HTT4 w/ (18) - - -- G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8 BOX HEADER AT 16" O.C. U.N.O. 2 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) Zx TOP PLATE SEE PLAN E F Np 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) 1Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT o.° a g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ;� . •� ti 04. o TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. •" • P • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ 3 12d TOENAILS T&B O SEE FOUNDATION PLAN O ANY GIRDER TRUSS IN THIS —'�'— 2 STORY I NT. BEARING WALL FOR FTG. REQ. SITUATION. CONNECT G.T. TO 2x CRIPPLES TO TUASTUDS PROVIDE EXTERIOR SHEATHING MATCH JACK w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR (24) 1Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (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 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) 1 Od NAIL (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) 1 Od x 1 1/2" USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 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 PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (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 MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. " F.h, 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS '` 2x SILL PLATE W/ 12d TOENAILS. L9T �2 F48•• �`/T 2x STUDS @ 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 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE �� ALT. HEADER ANCHOR , LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET H LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d 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 2ON x4 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) 10d x 1 1/2" IS OUT P 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 11Od AIILSSIMPSON (&) 4 1/4"x21/4" (7) () TO BE INSTALLED AT EACH END. PLATE TTACHBLOCK END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK j � ' 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 PER PLAN 2x4 W/ 2 ROWS 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o 1j SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 0 > Q m M LL a uMo� C:-0 N � Na��c Q a U U N > Qi CIO 3 N Q-0 rn d O > x�1111111ltll//l�j��// r • CV 1 ' ` V � ci •. 5 R..: ''••,• FAO illlfl111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications 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. o cSE = O N U N J N # LL W Lo 0) 0) rn N do LL 0. d LL Q LL LU J LU Z rtm� t oo �i f0 04 (O IX m OJ CP a Z N M z K N O ILW oo �y Z pU0 W ❑❑❑ (D- z � z a � a N M N z Q) � s LL w U M 0 c .l) w 0 c Q Y N 0 � W M M z z J rn E o ! O � N Q <Z � O Co o wz a® oa j In CC O E °d� O� It CV wo w �� 'O �o �_ - C YoLL �x z z J� 21 ? > gw 3 O az W 3 U a� �3 a� st 5 ° _ Ln LID 4i C as >` CO : r It Cr r1I a m (0 N 0) o LO N LO T Q N T (0 z Ez �; .. a _j a o JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. D2