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(1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON 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 Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO q Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN o• SEE FOR 2 NAIOF LSS T B FLANGE BLOCKING 0 1. APPLY SUB 3 2x #SPF () (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to 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 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 AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w! (6) 10d 1 1/2" SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2 CLIP EACH SIDE .. .. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x CLIP IS TO BE INSTALLED AT EA. END MIN 3 2x #2 SPF STUDS () @ END OF .. .. - • 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 10d EXTERIOR STRUCTURAL () 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. 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 w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 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 CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O 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) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILSOF CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" P. \= 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O ( 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO(2) w/ (2) 12 TOENAILSFLUSH 2x HEADER TO SIT w/ THE OUTSIDE Ni NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OFSEE (2) - 2X SPF TOP PLATEHEADER PLAN FOR SIZE 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN0/1 2x6 / 2x8 WALL BEYOND SEE C „ D SIMPSON SP1 w/ 10 10d NAILS AT 16 O.C. U.N.O. .. (2) 2x HEADER o G O ( ) INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR 11 I I NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION „ E 5/8 A.B. 24 O.C. AND 6 FROM SEE PLAN O @ MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS COL. SIZE 12 () SIMPSON MST37 _1 --L SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP 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 2 x SPF EMBEDMENT PAST STEP. BAS E PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) �� FLOOR SYSTEM OR 12d NAILS AT 6" - „ 2x CRIPPLES 16 O.C. D 10d x 1 1/2 EACH SI E 2-STY. FRAMING O.C. TYP T & B SIMPSON P w/ 6 10d x SO S 6 PRE-ENGINEERED O 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 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. \ 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 I �� ' WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I I (BLOCK \ -\\ / 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"0.C. TO BE INSTALLED AT EACH END. COL. SIZE I I #2 B O INTERIOR HEADER 2 x 4 SPF STUDS 2 TYPICAL BLOCK WALL PLYWOOD ATTACHED PER ;; NAILING SCHEDULE _ = SIMPSON HTT4 w/ (18) —ti— 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 NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP (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/ 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) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS IFa• TOP AND SIMPSON SP1 w/ (10) 10d - 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 SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN@ 2nd FLOOR STUDS BELOW BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER % (IF CRIPPLES ARE LESS THAN 8 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 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 IS BE 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 MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 "FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 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 1 2x SILL PLATE W/ 2 () () 12dTOENAILS. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. LqT ti0 F4 2x4 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x • TOP SPLICE (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. OPENING2x SILL PLATE W/ (2)LS.10d OPENINGSIMPSON WIDTH 4 FEET). IF OPENING F x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ GREATER THAN 4 FEET OPENING NAILED TO STUD � g IS 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 LSTA30 w/ 22 10d NAILS 2x CRIPPLE AT EACH ( ) 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 W/2d NAILS NAILED TO STUD PACK �" ` FLOOR DECK FLOOR DECK @ 3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8110.c. •�I� , AGAINST 2x8 2x8 TOP J 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. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. M c-i o N c-4 ell �, Ix CT: ��-: c m= u� a a r ct N yq L G) Lf ¢ .i a. > r s.�• ra m � N O N Ln O 0 j L? 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. W �*E N N N # O a7 LL N n1A 0) torNity� u- M a a_ a U u_ a Ci Z U_ z '0rn � o O � o t o C14 `0J Q W W ogt`� ¢ m U) W LL o p w �' !_- o L) ❑❑❑ Z W Z N M 0 2 4 Cl)U) z � � o +, J V OLu g Lv N t(A v ' .r w ® J �- - OEo i = L U U o • c N O s� a w M c"J J y O Z G LL El zo o0 Zo Qa E E 9 � �0o� �LL< U ww=w < � °< awJj mz� O� z QoU N O OWLL <0 �w Fr 0I r> v a � o zla 3 0 C:) = 0 m 0 O co LO o IUD Cr x o N U).2CN f— 4-0 O L O a_j ILL 0 Y m NO N o `NI Lb Q L ui E 0 1qt o Z E r U)Z 2?C E o ui a U _j Q 0 � JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. D2