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(1) USP LSTA30 STRAPS (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT BENT 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/ ( )10d X 1 1/2" 6 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 A BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO q O SEE PLAN FOR CONN. 2x CRIPPLES 16" O.C. @ (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS B ADHESIVE TO 8" O.C. EACH SIDE END SILL. MAX. EXTERIOR HEADERS • • 2x4 CONTACT SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN IN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ;; IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. THAN 4 FEET BUT NOT EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END •• CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D •° • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4' TAPCONS SHEATHING (MIN. 7l16") NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '°• VERIFY W/ PLAN JOIST SEE PLAN 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) -12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o•c• FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 _ 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 STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE E IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR 1 2 3 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = l'-0" SCALE: 1/2" = l'-0" SEE Q/S4 FOR q USP SPT24 @ EA. STUD W/6-10d 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 USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) (2) REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°o u°o o°oo°o CRIPPLES IF LONGER THAN 8" TALL. P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS 2 x 4 #2 SPF STUDS W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER ° G (4) - 10d TO PLATE SEE PLAN FOR CONNECTION (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EITHER USP OR SIMPSON STRAPS 12d NAILS 6" MORE INFORMATION BASE PLATE O USP SPT4 EACH STUD OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLES @ 16" O.C. SILL PLATE W/ MP3 CLIPS EACH SIDE FLOOR SYSTEM OR 2-STY. FRAMING ARE ADEQUATE ) & O.C. TYP T & B USP SPT6 OR j PRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B SPT8 @ 24" o.c. C B H B C FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF FEET). IF OPENING IS GREATER 2X CRIPPLE AT EACH END OF (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS PLYWOOD ATTACHED PER USP HTT45 BASE W/ _�L4L 2 x 4 #2 SPF STUDS B (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL NAILING SCHEDULE (18) 16d NAILS & %$" AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ WOIST SEE PLAN ANCHOR BOLT W/ BOX HEADER SEE PLAN F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) TIE BEAM CENTERED W/ (8) 10d NAILS \ MIN. 6" EMBEDMENT — (2) LSTA12 WRAPPED (2) 2x TOP PLATE UP D BASE PLATE ARE NOT REQ D TO HAVE & (5) 1/4 TAPCONS. PROVIDE BLOCKING AND OVER TOP PLATE 2x CRIPPLES 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B CONTRACTOR MAY USE BELOW JAMBS SIMPSON MSTAM36 W/ (7) _ ° ' SPT22 & SPT24 OR SPT4) 10d NAILS & (4) Y4'x2Y4" CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL STRAP. EITHER STRAP IS FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF. � 2 STORY COL. GIRDER I � � (IF CRIPLLES ARE LESS THAN SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 SCALE: 1/2" = 1'-0" SEE STANDARD CONNECTION DETAILS MORE INFORMATION 8 LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS HEADER REQUIRED AT TOP PLATE FOR TO STUDS TO MATCH 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 HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS @ 24 O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE TYP. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN USP MP3 EACH * FOR OPENINGS END LESS THAN 4'-0"WIDE, HEADER/STUDS W/ (22) 10d DOUBLE 2x4 (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. ° TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B ° TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C � (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS �qT Np 2x STUDS 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F4 ,�-r4 TOP SPLICE @ W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, H IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON ° A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR EACH END. TOP OF 2x8 TO ' INSTALLED AT EACH END REQ'D JAMB INFO FLOOR DECK BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING WI(22) 10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/21d NAILS NAILED TO STUD ��PACK W/ 10d NAILS @ 8 o.c. FLOOR DECK CENTERED W/ (8) 10d NAILS �;; & (5) 1/4 TAPCONS. TIE BEAM @ 3O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE ° CONTRACTOR CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4"x2Y4' BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = l'-0" SCALE: 3/4" = 1'-0" 0 CM — 0 o co zC, U) a z cn U 4— w � V) o co ti U —3 M co m G f0 M 10 'O M 000 _ UCD c LL Co Y ¢ m Wao Lo O C"a a Al I ®® N C 8 D C T /r -*� Wtfi o .o. .