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E5 ai LO V) LO LO co 0 LO CO U') ID 0 c- Cn E a a Cl- LO en Cn (1) SIMPSON LSTA30 W/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1 Od NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 1 Od 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 FOR 2x8 WALL) TO TRUSS T CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE ' FLUSH W/ TOP >< BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN —SEE FOR 2 OF MASONRY & 8d FOR BLOCKING NAILS T/B FLANGE BLOCKING *1 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS DETAILS LO FLOOR + STUDS w/ 1 Od @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FSEE .01 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 A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x )R SYSTEM —FLOOR SYSTEM P N 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 EXCEEDING 6 FEET. A SIMPSON LS30 W/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ 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 HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR - REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 W/ (11) 1 Od 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 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 (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS W/ (26) 1 Od TO RIM BOARD & BOTT. CHORD 1/4" TITENS FROM SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING —E 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 81D-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) - 1 Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED I SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN._ @ 2nd FLOOR K'3 HEADER CONN, @ 2nd FLOORr4N� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 wl (12) 1 Od 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. (2) 2x8 OR (2) 2x6TOP 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" '0 PLATE SEE PLAN 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, 24" O.C.LIPS) 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES (1) SIMPSON LSTA30 w/ (22) 10d @ LENGTH ON STUDS W/ (11) 1 Od NAILS BENT OVER TOP PLATE HEADER W/ (2) 12 TOENAILS FLUSHOUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od (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 C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) OUTSIDE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER Id 1� (1) 2x SILL PLATE W1 (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE — CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER 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 LxSS SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 61, Y BA E PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x RED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C FOR 2x8 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. FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 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, JAMB CONDITION OR IF BUILT-UP x TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TOP PLATES BE SPACED W/IN 6" FROM OPENING$ OPENING NAILED TO STUD A SIMPSON LS30 wl (6) 10d x 1 1/2" IS SEE PLAN F 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE W1 I Ll�] 2 x 4 #2 SPF STUDS INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS TYPICAL BLOCK WALL-----_ PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" BOX HEADERFLOOR (1) (2) AT 16" O.C. U.N.O. (2) 2x HEADER . EXTERIOR HEADERS TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT W/ (2) 2x TOP PLATE TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 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) 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 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. *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 FOR FTG, REQ. 2x CRIPPLES TO SITUATION, CONNECT G.T. TO HTS20 PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS wl (2) SIMPSON w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 HEADER CONN. 2nd FL FLOOR STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. 6� 2 STORY COL. "GIRDE �Cv R (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. 7. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. _4 �0 ---ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH-2 SEE SS FOR RETROFIT SEE 80FOR 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) 1 Od x 1 1/2" (USE SP6 FOR 2x4 STUDS �MIN (3)2x#2SPF STUDS@ z END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 1 Od 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 SIMPSON 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 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. ADS2x 3" 0/ 14LL �2_x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE LRPLA STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x STE W/ (2) 12d TOENAILS.• OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 1 Od TOENAILS AT EACH INFO. SILL PLATE wl SIMPSON LS30 w/ (6) EXTERIOR HEADERS 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 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 1 Od 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 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) 10d 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/ (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/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS x4 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. E Aj CL. Cn "low M ki ki 4E C"') O FE rd 0 S T,VVE '41 Irle., 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. E 0 C00 r0_ Z' (.0 on Lu W W 0 z 00 0 0 �y LO Cl) z 0 z C' 13 U) LI) 2! W (a LU 0 LU V) offLU E U 0, 0 < 0 0 o 23 _j LL_ E z < E 8 4� 0 9 rd CL - 'C=3 E C) < 0 - z C: < '0 0 x 2 z 8 0 0 VJ R 9 z C� .2 C) CC? LO L0 < (0 C.0 C) j 0 U) 0 a) L0 4-J U) 0 (n co 0) CN 'Co C) C:) LO -0 U_ 0) 00 -0 0 LO (=:> cy') < I- Ce) t:t I- E 0 z E cc E 0 0 a) < _j JOB NO: 23-03655 SCALE : AS NOTED SHEET NO, D 2