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I (2)-12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO I MASONRY WALL EXT. SHEATHING Q BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d OA ° BLOCKING NAILS T/B FLANGE °LO 1. APPLY SUB DETAILS FLOOR + 2x STUDS B ADHESIVE TO 0 2x4 CONTACT I SURFACE 2x4 #2 BLOCKING I NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. X. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END -------------------------------J _ G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. • 1/2 GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD 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 (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" O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST SEE SS FOR RETROFIT SEE R/S6 FOR END WALL UNDER CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT j BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. 11�j SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 80-2 FOR ALT. CONDITION. DETAIL TO Dr - FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA24 w/(18) 10d NAILS O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR T P. q 2 - 2 x 4 SPF TOP PLATES SIMPSON CS16 w/ MIN. 12" END @) LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. 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 o C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER (2) 2x HEADER o G (1) 2x SILLPLATE W/ 2) 12dTOENAILS. SEE PLAN of 5/8" A.B. 24" O.C. AND 6" FROM O E MIN (3) 2x #2 SPF STUDS @ END HEADER SEE Q/S4 FOR HEADERS EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN 7" 'OF REQ D JAMB INFO -� OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON L330 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 FOR 2x6 WALL, USE SP8 FOR 2x8 l SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (2) - 2 x 4 SPF JAMB CONDITION OR IF BUILT-UP 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, 1, TOP PLATES STUDS ARE w/IN WALL SYSTEM A.B. TO OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. i AND MULTIPLE STUD PACKS e 2 x 4 #2 SPF STUDS B INTERIOR HEADER O TYPICAL BLOCK WALL ' . PLYWOOD ATTACHED PER NAILING SCHEDULE G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN F -gyp SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) 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 BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. 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 `j 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. 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 : FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR ' NAILING AREA (TYP.) COL. SIZE ' (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING `—BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT a. SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER kJ, (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 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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS! I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID 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 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 • TOP PLATE 2 WS 10d @ CqT Np2 • F�8" rOA TOP SPLICE PROVIDE 2x4 ON TOP OF 2x8 TO ' BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT I CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS i HEADER FLUSH TO OUTSIDE I DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2) 2 x #2 / SYP U.N.O. 2 x CONT. T & B (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. / 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 TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW j TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW ! (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 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'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END I (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR s SCALE: N.T.S. M) N 0 N t.n �LU tj a" ". !V m N <O O N b N Z N d O cc 3 2 67 E s c 0 • v as •�_ d c o H E� o a C5 w I \10111 11 l IN `� W ti�•��```�''O �v.. �NSE 0. LIP ��/ltlllllt��\ To the best of the Engineer's 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 Engineer's signature and seal. W E 0 a 8 0 0 om'00 J"�r�2 at LL M Co 2SS a C J 011 u- a 5 5 w _ o w o W 7 fON� W CD�� m w N Z ¢ J IL M < ZN OU 0 W ❑❑ z N o� z z a — N M Nn z W U o 4-J ° U O o w N c w N 'o co U LLJ E rs ° i^ N Q00 �0 N C' o w M M J w m z Q ri E a p E V =o g w� z Zo z® 0a f- r0 � R K 00 0 Q ZCC)� Z w WZ �— �o ¢o w0 m °z z Zm� J NmaW ¢� 8� gz go W c`gn 3 ao a W M J o wa >0 5 a O L6 0 m m 0 i cc T LO LO Co m LO O O co Ln LO � N T T Q LO ME CD i Ili o Z M Z i E T c d °0 - ¢ 0 JOB NO: 23-06115 SCALE : AS NOTED SHEET NO. D 2