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'! ! - _ 1111E IN ITIMM-WI I 3 10 r4i rn _ 7j Ri Q co 3 J r2 -d' .S 3 C Q O g J N Li 0 UI a i a 0 LZ 0 0 00 M a CD C" 00 r' (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (2)- 12d GABLE END OR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP TOENAILS 2x4 TRUSS SEE FLOOR R/SFOR CONNECTION IF MSTAM36 PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FLO 1 OR 2 PLY GIRDER FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE EXT. SHEATHING Q BELOW AND ALT. —SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B FLUSH W/ TOP BLOCKING INFO (2 ) O 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d NAILS T/B FLANGE - � 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. -INTERIOR HEADER BLOCKING in (2) - 2x SPF TOP PLATE END OF SILL. MAX. DETAILS FLOOR + STUDS w/ 10d @ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ADHESIVE TO OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x STUDS © 8" O.C. EACH SIDE IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x4 CONTACT U.N.O. ON PLAN THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE L SIMPSON LS30 w/ (6) LA SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. x 1 1/2" CLIP IS TO BE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE NAILS & (4) 1/4 x 2 • • JOIST SEE PLAN I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK ON FLOOR SYSTEM TO MASONRY WALL '°• '° VERIFY W/ PLAN 8d NAILS @ 3" O.C. ,% (2) SIMPSON MSTAM36 w/ @ 8"o.c. �/" TIE BEAM BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING / (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD i." & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING WINDOW JAMB TO IS INSTALLED). = AJS BLOCKING PANEL @ 24" SCALE: N.T.S. -�- =�' PROVIDE BLOCKING FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST -�`�-"" BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT END OF WALL UNDER SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 N.T.S. SCALE: N.T.S. SCALE: 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 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP 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 NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OSIMPSON LSTA24 w/(18) 10d NAILS OF CRIPPLES IF LONGER THAN 8" SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10FLUSH w/ THE N T STUDS ABOVE & 11 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS SEE PLAN OR SIZE IDE AILS O ( ) THEN DOWN THE FACE OF 2x6 / 2x8 WALL BEYOND SEE I NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C �� `� AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER FLUSH TO OUTSIDE - FLOOR PLAN FOR HEADER NAILING AREA (TYP.) INTERIOR HEADER CONNECTION G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR (2) 2x HEADER MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER SEE PLAN UE 5/8" A.B. @ 24" O.C. AND 6" FROM END OF HEADER SEE Q/S4 FOR STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO PLATE SEE PLAN MORE INFORMATION AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 1 O.C. TYP T & B — SIMPSON SP6 w/ (6) 10d x BASE PLATE 10d x 1 1/2" EACH SIDE 2-STY. FRAMING SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE 2x CRIPPLES @ 16" O.C. 1 1/2" (USE SP8 FOR 2x8 PRE-ENGINEERED F W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 WALL) @ 24" O.C. C H B C FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. OR LVL GIRDER d UKNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (BLOCK SOLID) JAMB CONDITION OR IF BUILT-UP FEET BUT NOT EXCEEDING 6 FEET, 1 2X CRIPPLE AT EACH END OF -(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO r` j{ A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS 2 x CONT. T & B ' OPENING NAILED TO STUD SEE PLAN FOR TOP PLATES BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE AND MULTIPLE STUD PACKS { INTERIOR HEADER PLYWOOD ATTACHED PER SIMPSON HTT4 w/ (18) 2x4 #2 SPF STUDS TYPICAL BLOCK WALL NAILING SCHEDULE 16d NAILS & 5/8" BOX HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ 2 SIMPSON LSTJ2 w/ 10 10d (2) 2x TOP PLATE SEE PLAN SIMPSON MSTAM36 W/ (7)— MIN. MIN. 6" EMBEDMENT () ( ) E F Np (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TIE BEAM NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ l I F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT D h BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING J. . TOP AND SIMPSON SP1 w/ (10) lOd BELOW JAMBS ' — NAILS AT BASE \I_I L' " gM SEE FOUND. PLAN FOR FTG. RED. HO STUDS UNDER 2nd FLOOR HEADER ARE PROVIDE (2) CRIPPLES BELOW NOT REQ'D TO HAVE CONNECTIONS. TO ANY GIRDER TRUSS IN THIS ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO -4—-4— SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK PROVIDE EXTERIOR (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR 6 STUDS BELOW rj FOR EXTERIOR 2 STORY WALLS ONLY. BOTTOM TO HEADER 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 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 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) 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 10d NAILS BENT OVER TOP 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) 10d 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 2 WS 10d @ - (2) 2x SILL PLATE THEN DOWN THE FACE OF INTERIOR HEADER — - HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3 O/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS LqT NO �2xDS @ 16" O.C. T/B Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F�8 �4TOA TOP SPLICE W/ (2) 12d TOENAILS INTERIOR HEADER OPENING LARGER THAN 4 ft (2) 2x (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ N LS30 w/ (6) END OF SILL (MAX. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACHH SIDE WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING OPENING NAILED TO STUD ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 IS GREATER THAN 4 FEET 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 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 SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. PLATE ATTACH 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 10d NAILS & (4) 1/4"x2 1/4" END OF OPENING CENTERED TAPCONS W/ " O.C.NAILS NAILED TO STUD PACK t ' ` FLOOR DECK r FLOOR DECK @ 3" .C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE BELOW JAMBS TIE BEAM 2x8 STUDS 2x4 W/ 2 ROWS SEE PLAN FOR BEAM 2X CONT. RIBBON 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'-o"LONG, TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] �o TOP PLATE SPLICE DETAIL 9 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N 00 N r v p ©s o aa;d ? y G G A v o- 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. 9) Q A N Cl 0 �°� Co W ynn1? ei a M C I ih JutU' - ii Z i - v rig Y W " `° 0 m r�i�Q'Of if) N Z w a F �Z1� V N Ov o Z W El 13 CD z F N0 z N h O c �t3 U t c a -o o M p z J E E i o �R z® z�a�z �.-. ru � ¢ Y O °d oa OV fV w 7 -.0 L f0 rd YgLL a z - co�z C:�x >� W O o o � zi al z3T3 F �O = a C O i LO L 0 -^ H (� ca a 00 O O �C U) oco N m m c LO O �° N 00 o N Cr) M Q oo r E M Z C*M E N Q. E U _j o Q ai 0 c JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. D2