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(2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2" TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. EXT. SHEATHING MASONRY WALL CONNECTION. (22) 1 Od NAILS 2x SPF TOP PLATE BELOW AND ALT. + SEE PLAN FOR CONN. (2) - FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO 2x CRIPPLES @ 161, O.C.__\ (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS F LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 1 Od TOENAILS AT EA. (1) 2x S I L L P LATE W/ (2) 12dTO E NAI LS. 2xSTUDS ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS -------- ..... 2x4 CONTACT SURFACE A 2x4 #2 BLOCKING 2' U.N.O. ON PLAN OPENING WIDTH 4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 AT 48" O.C. :P I THAN 4 FEET BUT NOT EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE 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 . 0 M _7 :1 G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK L BLOCK FLOOR DECK 2x CRIPPLE AT EA. JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 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. 7/16") NAILED TO STUD CENTERED ON FLOOR SYSTEM TO Lp VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN T P(S) (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK W/1 Od 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 w/ (7) 1 Od NAILS & (4))/4" x 2 Y4" TITENS� v TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW INSTEAD OF USP MSTAM36 STRAPS, IF SCALE: 11/2" l'-O" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0" GABLE END RIM JOIST- O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 1 Od NAILS & (4) Y4"xZY4" TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS W/ (22) 1 Od NAILS OR (2) SIMPSON MSTA36 STRAPS W/ (26) 1 Od SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED SECTION CORNER CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN._@ 2nd FLOOR HEADER CONN. @ 2nd FLOOR('�'4� SCALE: 1/2" V-0" AS NOTED SCALE: 3/4" V-0" SCALE: 1/2" - 11-01, SEE Q/S4 FOR JAMB STUD USP SPT24 @ EA. STUD W/6-1 Od 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 US P S PT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE (2) (2) REQ'D TYP —7 @ 24" O.C. US P LSTA24 W/(1 8)-1 Od NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN 2-2x4SPF "END USP RS150 W/ MIN. 12 US P S PT4 W/ (6)-1 Od X 1 1/2' SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W1 (11) 1 Od BE NT (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 11 11 A NAILS TO STUDS ABOVE & (11) 1 Od IADWN 0 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. 'STUDS THE FACE OF HEADER/ STUDS 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. USP SPT22 W/ (6)-1 Od TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (4) - 1 Od TO PLATE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE /�(2) CONNECTION SEE PLAN USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR 4F �/S 0 (1) 2x SILL PLATE W/ (2) 12dTOENAILS. W/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO 10 EXTERIOR HEADERS MSTA36 STRAPS W/ (26) 1 Od NAILS PLATE SEE PLAN MORE INFORMATION 2XSP F EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" BLASE PLATE USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C PRE-ENGINEERED W/ (2) 12d TOENAILS T/B \—BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. 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 OR LVL GIRDER SYP U.N.O. IF8_1 1 1. U. SPACED WAN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B INTERIOR HEADER PACK W/ 1 Od NAILS @ 8"0. C.— INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. m 2 x 4 #2 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK PLYWOOD ATTACHED PER X NAILING SCHEDULE USP HTT45 BASE W1 AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL 1 FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & ANCHOR BOLT W/ BOX HEADER SEE PLAN TYP F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 1 Od NAILS TIE BEAM MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE 4 BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE CONTRACTOR MAY USE 11 PROVIDE BLOCKING 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS W/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS % SPT22 & SPT24 (OR SPT4) 10d NAILS & (4))/4"x2l/4" CONNECTORS@ TOP" PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP SEE FOUNDATION PLAN PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE STRAP. EITHER STRAP IS ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCHJACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER r5 HEADER CONN. @ 2nd FLOOR r6 STUDS BELOW HTW20 @ BASE TO HEADER LOWER ROOF. 2 STORY COL. GIRDER (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE SCALE: 1/2" V-10" SYSTEM 42 SCALE: 1/2" = V-0" REQ'D) SCALE: 1/2" V-0" A. l. ---ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W1 (6)-1 Od X 1 1/2" 2X4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, HEADER/STUDS W1 (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 US P S PT4 W/ (6)-1 Od 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) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3' 2x CRIPPLES @ 16" O.0 (2) 2x HEADER SEE PLAN @END OF HEADER. SEE FOR JAMB EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STUDS @ 16" O.C. W1 (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 REQ'D INFO. OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 1 Od TOENAILS AT EACH END OF SILL (MAX. OPENING-\ EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF OPENING TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x NAILED r8 SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. PROVIDE 2X4 ON INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH Ile END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) CENTERED W1 (8) 1 Od NAILS 2X CONT. RIBBON W/ (2) 1 Od NAILS NAILED TO STUD PACK W/ 1 Od NAILS @ 8110.C. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2X4 BEYOND DOUBLE CONTRACTOR MAY USE AGAINST 2x8 01 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1 Od NAILS & (4) Y4"x2,Y4" 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = 1'-Ov. SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" "NNNNNNNN.,� (D �2 Ce) CO z V) (D Z Q) C_/�l 4--J U 0 LU V) E 0 (n cl) CD .2 CO r- cli E 0 C c) E2 co 0 c"' a) all (D (n :5 LL 00 :3 - 00 m a) m -14 0 co -1d iZ_ CL 0 LO 0 'It < 0 CL < AI W. N-C B-D C -2 . A T CD 04 zi; CCO4 N 00 W C0 co le U1, W2 < z!m iWa= 0. Fu r $-!? LLAIZIU 5 E ;v �jn 0 To the best of the Engine rmation, and Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z r-4 0 Cv 1-� 4-J C:) > :3 C) " U-) rn C) i�6 ru Ln z C) , m N < -0 CL (n 'r 5:. (A ON 10 — Ln < U_ CIL 00 Z < z E z LU C) _j C) W I'D !-D 0z � 0,, Z o- Z IL < RE ow �480, OOW, LLj LLJ U 2 � zo, § z wo m:'4 12L U) OF- Z Z 8 > 0 z z z M C: Ln 0 V) CU _0 0 0 -5 Lr) 06 z < LU U)LLJ _j 0 < L.0 U M2 RW zi� CNN4 M z c)< < z 0 9 C6 ZC-1 LU Llj zo. V, 2 T__1 Lij < z V) �_u c) I- 1,0 Z z t CY M Z 0 W z uj 0 SCALE AS NOTED DATE 2/24/2014 TECH: MIAMES VERSION NO' 2mO SHEET NO. D2