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E 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP (USE (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 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1L O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF 2 10d TOENAILS AT EA. () INTERIOR HEADER DETAILS 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 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 q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48 O.C. A SIMPSON LS30 w/ (6) 10d 1Od x 1 1/2 CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS END OF INSTALLED AT EA. END @ CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB °� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. I TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d r EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 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 °' '°• VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) 8d NAILS @ 3" O.C. /� JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK 8„o WALL SHEATHING / (2) 12d TOE NAILS TOP Od NAI (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ c SIMPSON MSTA36 STRAPS w/ (26) 10d -- TO RIM BOARD & BOTT. CHORD 1/4" SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 GABLE END RIM JOIST SEE R/S6 FOR / O.C. (MAX) AND @ EACH END OF WALL UNDER CORNERS PROVIDE BLOCKING BELOW JAMBS FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED i, OTHERWISE DETAIL CAN BE IGNORED - - SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O 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 TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 1Od (1) SIMPSON LSTA30 w/ (22) 10 BACK LEG OF CIPPLE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE 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) 1Od NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER e G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6" FLOOR SYSTEM OR BASE PLATE PRE-ENGINEERED (F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM `- SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/6 10d x 1 1/2" EACH SIDE (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). 2-STY. FRAMING BAND JOIST & BLKG. O.C. TYP T & B ' `\ SIMPSON SP6 w/ (6) 1 Od x (2) 2 x #2 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 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) i TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS:; O SEE PLAN FOR 2 x CONT. T & B --- AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE ffl 2 x 4 #2 SPF STUDS B INTERIOR HEADER TYPICAL BLOCK WALL —---,NAILING PLYWOOD ATTACHED PER SCHEDULE SIMPSON HTT4�w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8 ANCHOR BOLT w/ BOX HEADER E F j TYP FSEE PLAN 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) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT o. ,. 6" SEE FOUND. PLAN FOR FTG. REQ. �H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS : ° : ' - - ---- TOP AND SIMPSON SP1 —_ - - NAILS AT BASE w/ (10) 10d \ - NOT REQ'D TO HAVE CONNECTIONS. �• ••, • � I� PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL - - j FOR FTG. REQ. SITUATIONNECT G.T. TO 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING j STUDS 0 (2) SIMPSON SON TS 0 w/ MATCH JACK ATTACHED PER NAILING SCHEDULE , AND EXTERIOR HEADER CONN. @ 2nd FLOOR (24) 1Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR2STORYWALLSONLY.j SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. @ GIRDER j (IF CRIPPLES ARE LESS THAN 8" 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 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 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) 1Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE j FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) — SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS j 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) 10d 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'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od 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 () SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ — 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. j0 Fti �T 02 � 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x 48� rOA TOP SPLICE M� SILL PLATE W/ (2) 12dTOENAILS. (2) 1 Od TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) ' E RIOR HEADERS EXTERIOR END OF SILL (MAX. OPENING E WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF NAILED TO STUD 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1Od 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 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 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) 1Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS „ W/ (2C ) 1d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 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. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] �10 TOP PLATE SPLICE DETAIL 9 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 L-� 0 C z z z g (ov)_W z OLU IN c � U m a �0 so UCMy w W \�i I t/111*14, ` ?5 CY 4 U 10 F S SRO E \�\ 7o the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. (oQ M M N� Q Q C 1= O Sw zo oa z IE ccU s I - m,CL Q Eo ro § 0 oU Uy p V It *5 wg ¢w z : g 1.�& Z W 3 T 01 LL law � ° a ww LL o� > 6 ^L' W a) O O C o N ~ 3 LO r**- o r- s� r O� Li) LO N T T rn N •L co r Z a C)M c a E O E 0 a o JOB NO: 19-5888 SCALE : AS NOTED SHEET NO. D2