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(2)- 12d � TOENAILS 2x4 GABLE END FLOOR TRUSS SEE R/S6 FOR TO TRUSS TOP MASONRY WALL TO EXT. SHEATHING Q BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d 1. BLOCKING NAILS T/B FLANGE l FLOOR APPLY SUB + DETAILS 2x STUDS © ADHESIVE TO 2x4 CONTACT SURFACE Qq 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS .. .. CORRECT BLOCKING w/ (3) 12d EA. END — — — — — — — — — — — — — — — G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING EXTERIOR STRUCTURAL 1-1/8" RIM BOARD (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d ' ' • NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN JOIST SEE PLAN 8d NAILS @ 3" O.C. BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING r.- (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" SCALE: N.T.S. GABLE END RIM JOIST O.C. (MAX) AND @EACH r END OF WALL UNDER SEE SS FOR RETROFIT SEE R/S6 FOR CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(1$) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED T-YO o.0P � . 2 - 2 x 4 SPF � SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR C 1 SIMPSON LSTA30 w/ 22 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. () ( ) q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER (2) 2x HEADER G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM END 3) HEADER SEE S FOR EXTERIOR HEADERS EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN T' OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B H B C FLOOR SYSTEM SP6 FR 2x6 WALL OR BEAM WALLOAT EACHSTUD AT HEADERWALL, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP FEET BUT NOT EXCEEDING 6 FEET, (2) - 2 x 4 SPFA.B. TO 2X CRIPPLE AT EACH END OF STUDS ARE w/IN WALL SYSTEM A r r OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TOP PLATES BE SPACED W/IN 6" FROM OPENINGS TO BE INSTALLED AT EACH END. AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8 O.C. g G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER LE 2 x 4 #2 SPF STUDS \ ` O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. NAILING SCHEDULE AT 16 O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN SIMPSON MSTAM36 W/ 7 --%� E F np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. () TIE BEAM 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" D PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS �,BASEPROVIDE BLOCKING g" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c' \ \ \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 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 LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE—� EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF — 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r; ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] r10 SYSTEM 42 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE (2) SIMPSON MSTAM36 w/ 1-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8 o.c. FLOOR TRUSS/ I -JOIST SEE PLAN 1/4" TITENS SIMPSON LSTA30 FROM WINDOW JAMB TO PROVIDE BLOCKING FLOOR TRUSS/ SOLID BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED GIRDER/COL. CONN. @dyN 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE _ T = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .._ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 311 O/ A xrF TOP SPLICE PROVIDE 2x4 ONE TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTI01 OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. - / 2xCONT. T&B 2x CRIPPLES TC MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. i BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT ZL TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) A "Ill ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 crs N , C !V W I� Q � L c-+ a " C= ..- w o m = d Wd C2 v _• d � 3 � 7 C O d �p o. o a � 0 ��a�oeesar:aa,, o '•��` IV �f w Gj)• •No �S o-vr �. '74 y : Ylr 3 7- ^ < ti To the best of the Enpineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � p. o E Yf N 0 CO1 r� Q.41 Nd) °0 LL W LLl di aq yNiv W a a r Lti a L z Z Z Lrov O 0 N (p m 0 Z Z U 2 3: Z W 0 N th z � a LLj 'U O c� � E s I Q �0 15 gg z Z Z M 6JL E o i o �o wZ® <s r I— rd CL s uO K 00 �V SEwz .n t o < w .0 �- C S 10 Y Y Z z OD J ab 'aw �z 8 aZ WT N Q� �o M W �Iw z% } o. u3 CO = O a O ICU Ul) N 0 � Q Cr 0 N ch m a N �—' o Lid U c) O < ca O 00 N Ln N Q M �_ n r- E E M Z MCD E M U a � ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2