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I I I i I I I 1' I1"tT1 ' 111m I I I 111 l 1 I_ (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP (USE SON SP4 w/ (6) 10d 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 TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. � EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q 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 0 1. APPLY SUB 3 2x #SPF () (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OF IWIDTH 2x STUDS © ADHESIVE TO 801 O.C. EACH SIDE OPENINGEND 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 Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 11 AT 48 O.C. EXCEEDING 6 FEET. ( ) () SILL A SIMPSON LS30 w/ 6 10d x1L1A/2'ECLIPIEACHOSIDE 0 w/ 6 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 FLOOR DECK HEADERSEE / 4 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. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d 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 W10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d J/ WALL SHEATHING TO RIM BOARD (2) 12d TOE NAILS TOP & BOTT. CHORD (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN FROM NAILS (G.C. TO INSURE SOLID BLOCKING 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. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d 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. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED 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 O SIMPSON CS16 w/ MIN. 12" END 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 BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF 2 - 2X SPF TOP PLATE O - -_ HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE � SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN _ 2x6 / 2x8 WALL BEYOND SEE 11 C SIMPSON SP1 w/ 10 10d NAILS AT 1 O.C. U.N.O. D 6 ( ) O G 2x HEADER INTERIOR R HEADER E O H (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) ) I I HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION (2) 11 „ 11 SEE PLAN E 5/8 A.B. @ 24 O.C. AND 6 FROM O MIN (3) 2x #2 SPF STUDS @ T EXTERIOR HEADERS COL. SIZE I 2 SIMPSON MST37 J' () SEE S STANDARD EACH END W/ 7" EMBEDMENT. IF 11 AT STEP DOWN LOCATION MIN 7 X. 2 SPF xEMBEDMENT PAT STEP. EMB E S S END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2 2x SILL PLATE w/ SIMPSON LS30 w/ 6 S O STRAPS w/ (42) 16d NAILS HEADER DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR , MORE INFORMATION 12d NAILS AT 6 " BASE PLATE „ FLOOR SYSTEM OR 2x CRIPPLES @ 16" O.C. 10d x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 11 P4 w/ 6 1 d x 1 1/2 USE PRE-ENGINEERED SIMPSON S O 0 ( F O W/ 2 12d TOENAILS T/B O 2 10d TOENAILS AT EACH END OF 11 \ � 1 1/2 (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 L AT STUD AT HEADER / EWALL OR BEAM WALL) A S U _ SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. OR LVL GIRDER (2) 2 x #2 1 WALL) @ 24" O.C. SYP U.N.O. \ Ic GREATER THAN 4 IF OPENING IS GRE E BLOCK SOLID I 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 ( ) \ / TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 1 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - SIMPSON HTT4 w/ (18) - - �— G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. .� 16d NAILS & 5/8" B 0 X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F I I TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE J L F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE 10d NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE w/ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT gH SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS _ 1 �; - -. -/ 10 0 - - - - NAILS AT D BASE ON SP1 w ( ) 10d 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 PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. 2 STORY COL • @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. 4 SYSTEM 2 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) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) 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 10d NAILS BENT OVER TOP 2x WALL E P F ° 6 , USE S 8 OR 2x8 WALL) @ 24 O C PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d 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 () S U S (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C �cX T 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. () 2x PP @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • '� FN L9T O F� 2x STUDS @ 16" O.C. 2 TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB41 (1) (2) OPENING LARGER THAN 4 ft (2) 2x ,2�� 8 T TOP SPLICE Mgt, OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , 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 OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 4 FEET \ \ g IS GREATER THAN 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/ 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w(7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS 1 ; W/ (2) NAILS NAILED TO STUD PACK �" l FLOOR DECK FLOOR DECK @ 3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �I� AGAINST 2x8 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. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] rj_o TOP PLATE SPLICE DETAIL 9 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. co p co X � ca u•- fl.. L L Z cz O l6 u -0 U) , r � N r Q ?� U) LU 7 _,_• ,�,,•;•;;t11V11111lIJJ � •r'�ySE �� f�5 W s . p4 W �,�; '• Fop n•• \N\\ 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. as W �co Q O M 8 N F04 u J M ANC) LL a. n Q a M'T ° Y Lu alU_ a L 5 Zug 0° '13 z c� G 0 _j r.- �x 0 �Q'� ¢ W -1� a Z oo uLo MZ tY� O aN Q U N OU Z W ❑❑❑ V M z N o� � a J QU) N z v CD o � i•1 c3 o A V O w s N c �V) C C)� W J � — E U 'O N O c (v Q o �w M M J hz O S z ¢ 11 z ❑ g O > Q O E U Z ❑ a � O U ao ¢ U � OU Zo o no CV I-- Wz a ¢a wz � _ C a= mg OK z Z U) J a w zz u) 3 ¢m Z gu 2 Q 2< w a �w W w w =r >° o °O > M cr-, O °' a 0 C T v Y ) U m (.0 a..+ N O .Q O O N T_ N Q � T E m E N � CD 4i N o Z Z E N 03 tL 0•. E U J Q J JOB NO : 22-02372 SCALE : AS NOTED SHEET NO. D 2 rr v ., 1• .