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USP LSTA30 STRAPS (2)- 12d oo GABLE END FLOOR SEE SS FOR RETROFIT B(1)ENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. 2 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d Q 2x CRIPPLES @ 16" O.C. ( ) ------------------------------------ 1. APPLY SUB W/ (2) 12d TOENAILS T/B 7r BLOCKING NAILS TB FLANGE ° (3) 2x #SPF LO FLOOR 2 - 2x SPF TOP PLATE INTERIOR HEADER DETAILS STUDS w/ 10d @ () (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS ADHESIVE TO EXTERIOR HEADERS © 2x4 CONTACT 8 O.C. EACH SIDE END OF SILL. MAX. 1 2x SILL PLATE W/ 2 12d TOENAILS. ------------ U.N.O. ON PLAN OPENING WIDTH 4 FEET. () ( ) SURFACE 2x4 #2 BLOCKING IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. MIN (3) 2x #2 SPF STUDS @ END OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR REQ'D CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK NAILS & 5 �" x 2 Y" TAPCONS 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. TO STUDSUSP LSTA 3ABOVEIPLATE CENTERED ONFLOORSYSTEM TO EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN JOIST SEE PLAN I -JOIST SEE PLAN PACK w/1Od NAILS _ FLOOR DECK MAY USE (2) SIMPSON MSTAM36 STRAPS 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) ' w/ (7) 10d NAILS & (4) �" x 2 y" TITENS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM F@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN INSTEAD OF USP MSTAM36 STRAPS. IF TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW WOOD WALL IS BELOW USE (2) MSTA36 AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID STRAPS w/ (22) 10d NAILS OR (2) SCALE: 1 1/2" = 1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. SIMPSON MSTA36 STRAPS w/ (26) 10d SCALE:3/4" 1'- 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE NAILS (G.C. TO INSURE SOLID BLOCKING SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED IS INSTALLED). EITHER USP OR SIMPSON CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED STRAPS ARE ADEQUATE 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 AS NOTED SCALE: 3/4" = T-0" SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" REQ'D TYP 7 @ 24" O.C. A 2 x 4 #2 SPF STUDS Li AT 16" O.C. U.N.O. (2) 2x HEADER G SEE PLAN C B H B C LE 2 x 4 #2 SPF STUDS B AT 16" O.C. U.N.O. (2) 2x HEADER G E F SEE PLAN TYP F F Li SEE FOUND. PLAN FOR FTG. REQ. SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE OUSP TO STUD & TO TOP PLATE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED OUSP LSTA24 W/(18)-10d NAILS 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2' , TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS W/ (22) 1Od NAILS (2) 2x HEADER SEE PLAN DD USP SPT22 W/ (6)-10d TO STUD & (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. BASE PLATE USP SPT4 EACH STUD O 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE PRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 (2 ) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREA DER TOP PLATES AND MULTIPLE STUD PACKS OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' 6 FEET, A MP3 CLIP IS TO BE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INSTALLED TO EACH END EXTERIOR HEADERS PLYWOOD ATTACHED PER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL NAILING SCHEDULE OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE USP MSTAM36 STRAP(S) TIE BEAM 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER CENTERED W/ (8) 10d NAILS BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. PROVIDE BLOCKING CONNECTIONS. ATTACH STUDS w/ 3 () CONTRACTOR MAY USE BELOW JAMBS 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) is"x2Y4" PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE STRAP. EITHER STRAP IS FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR 6 rj LOWER ROOF. SCALE: 1/2" = T-0" SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" THE FACE OF HEADER/ STUDS @ 24" O.C. W/ (22) 1Od NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. INTERIOR HEADER W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) - 10d TOENAILS AT EACH EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EACH USP LSTA30 CENTERED END OF OPENING W/(22) 1Od NAILS NAILED TO STUD PACK / 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 r9 SCALE: 1/2" = T-0" SYSTEM 42 SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — SEE PLAN FOR CONN. NAILING AREA (TYP.) (2) USP MSTA36 STRAPS CENTERED w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS ARE ADEQUATE) BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) USP HTT16 BASE W/ (18) 16d NAILS & %" ANCHOR BOLT W/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @.GIRDER 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) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" BENT OVER TOP PLATE @ 24" O.C. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN HEADER/STUDS W/ (22) 10d NAILS 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. PROVIDE 2x4 ON INFO. OPENING LARGER THAN 4 ft (2) 2x TOP OF 2x8 TO SILL PLATE W/ MP3 CLIPS EACH SIDE BLOCK OUT TOP 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF PLATE ATTACH OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). W/ (2) 1Od NAILS PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. FEET BUT NOT EXCEEDING 6 FEET, TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END SCALE: 1/2" = T-0" DOUBLE 2x4 TOP PLATE 2 ROWS 10d @ 3" O/C FLOOR DECK 2x4 STUDS � PER PLAN FLOOR TRUSS/ I -JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) .� 2X CONT. RIBBON CENTERED W/ (8) 10d NAILS 2x4 BEYOND & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 CONTRACTOR MAY USE STUDS SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS 10a NAILS & (4) -4 BELOW JAMBS TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd CI nno 1'mni im C 0'rM A M7 PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS HEADER FLUSH TO OUTSID DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T&B (2) 2 x #2 SYP U.N.O. 2xCONT. T&B� (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — USP SPT6 OR SPT8 @ 24" o.c. BOX HEADER (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP ° SPT22 & SPT24 (OR SPT4) CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2x CRIPPLES TO STUDS W/ (2) - HTW20 TOP & (2) MATCH JACK HTW20 @ BASE TO HEADER STUDS BELOW (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE TO CONNECTION DETAILS FOR STUDS TO MATCH HEADER MORE INFORMATION STRAPS (2) LSTA24 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END 77'TDS (2) 2x SILL PLATE @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 • D ~ O ti 0 0 U fnMCDN O) O cn TLLLLt- O ~ � ua T Q x •� r C w. 4 ` 0 x _ o o ,o r Mta zaw� MN` py to 5 o _FLU �N LL IU El N IHO�''Jt1HSQtTASASM W J Q L 1 Q N (3) W N qt Q z 00 1 � Q Q Z Z z 0 W J � W J tt— W title: DETAILS 5 project no. 2017566 W checked: AB/MC drawn: LO date: 10-09-17 N scale: AS NOTED 0 0 D a 2 0 U -1 I --7F— 1 I - -- iF I I „ _.., 1 .....i.-7-- i_: 1 1-..--'TIC.. - _-__ I - F ------ r-7_ The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as sucl EDITED: - -