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-_ -- - I I I I I I 1 I I 1 1 'I i I I I I I 1 I 1 I I I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS N SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS - 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS —~ P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. P1 w/ 1 10d NAIL D SIMPSON S 0 S O ( ) (2) 2x HEADER G SEE PLAN E 5/81 A.B. @ 24" O.C. AND 6" FROM O EACH END W/ 7)1 EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" x 2 S PF EMBEDMENT PAST STEP. I BASE PLATE PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE F C B B H _ C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 2x4 SPF 2 - () STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS �{ 2 x 4 #2 SPF STUDS B LLI O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER ---UG (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP. F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE O NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR rrj ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d - SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B `� INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING - (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH --SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c.-� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM - SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE AA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST - END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ -EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR / (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO -- "J OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) „ % 2x CRIPPLES @ 16 O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF ---SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -- - _ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)--` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS - PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 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 LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO, OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL --_ IF OPENING IS GREATER THAN 4, \� FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4"------- - TAPCONS 1' FLOOR DECK PROVIDE BLOCKING - FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM -2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. EE PLAN FOR CONN. ) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. 3 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B -(2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END ��_�.-_MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS ,! @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN CLIPS) NAIL BACK LEG OF CIPPLE TO %/ / (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE �- 2x6 / 2x8 WALL BEYOND SEE NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE I FLOOR PLAN FOR HEADER SEE PLAN FOR CONNECTION COL. SIZE - ' (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS -L-�- DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN -� / CONNECTION DETAILS FOR MORE INFORMATION FLOOR SYSTEM OR 12d NAILS AT 6" 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 BAND JOIST & BLKG. (2) 2 x #2 WALL) @ 24" O.C. OR LVL GIRDER SYP U.N.O. 1 (BLOCK SOLID) / I SEE PLAN FOR I 2 x CONT. T & B COL. SIZE --� __- - --- SIMPSON HTT4 w/ (18) I- 16d NAILS & 5/8" BOX HEADER ANCHOR BOLT w! MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE f-NAILS WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. w/ _SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - - - NAILS AT BASE 'PROVIDE I P 2 CRIPPLES LES BELOW SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ ti PROVIDE 2x4 ON -J TOP OF 2x8 TO BLOCK OUT TOP Li PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE �- DOUBLE 2x8 TOP PLATE -2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. _ TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO \\ -J-- SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW' (24) 10d x 1 1/2" NAILS AT TOP AND �._ BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" 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 (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END -- (2) 2x SILL PLATE �� 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. c-4 CZZ cxu; F f �a to .� N S: N fl C' �. �tLr_ d � � Q d Zj W E d t I u rtrriii��i `\��o��►I N �• s I$ ¢ FL •,� ? o•.••• OFESSIOtt, P\\ 11101111 11 1 %%11��\` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages beenng Engineer's signature and seal N W �� i O p M 8 O N Ci 3 O � N M U5 n0 # vi aj M v J tl V _j 0_ W fe N f0 O �c ��pjO' w Co Z L0 MZdJ ILW ZN O U U O W ❑ ❑ Q9 Z fv L O �- In V1 CD C' OL1 s N � Y U ® LLI J tl® Uo 0 C M J ad o i o e r� CL v1 oa n Z o E N ¢ 0 nZ Z Cn a�Ni a ya Z go rn w W T i C o w << = 5 �o 0 > CC 0 C) c T d. V / 0 m 4-+6-1 LO � � O � CO � N C)M O � o L fi r Q ^ r ui M �• N N o z z r_ O M cc a U Q p )OB NO: 22-08303 SCALE : AS NOTED SHEET NO. D2