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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/ (6)-1 Od X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STLIDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 1 Od NAILS EXT. SHEATHING BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN FOR 2 OF MASNORY & 8d SEE FOR BLOCKING NAILS T/B FLANGE BLOCK, NG o 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER FSEE DETAILS DETAILS LO FLOOR + STUDS w/ 10d @ 0— (2) - 2x SPF TOP PLATE (2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2xSTUDS 'ry ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS 71— if 2x4 CONTACT SURFACE 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x I FLOOR SYSTEM M SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2 B 2x4 SIDE BRACE AT 48" O.C. SILL PLATE W/ MP3 CLIPS EACH SIDE THAN 4 FEET BUT NOT --b EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END j 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 2x CRIPPLE AT EA. 1/2" GYP. BOARD OR BLOCKING WALL USP LSTA 30 wl (11) - 1 Od (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN 8d NAILS @ 3" 0 C JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) kJOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHI�G' (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. LOOR TRUSS/ I -JOIST SEE PLAN F MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" V-10" 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) 10d NAILS & (4) Y4"x2)14" 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) 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 (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED SECTION CORNER MASONRYWALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR r3 HEADER CONN. @ 2nd FLOORr4 SCALE: 1/2" V-0" AS NOTED SCALE: 3/4" V-0" SCALE: 1/2" V-0" SEE Q/S4 FOR 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)-1 Od X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE (2) (2) R EQ'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 7 2 - 2 x 4 SPF USP RS1 50 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 1 Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE H EAD E R w/ (2) 12 TON EAI LS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. NAILS TO STUDS BELOW. D USP SPT22 W/ (6)-10d TO STUD & THE FACE OF HEADER/ STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN NAILING AREA 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (4) - 1 Od TO PLATE SEE PLAN FOR (TYP.) I CONNECTION SEE PLAN 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 W1 (2) 12dTOENAILS. w/ (22) ld NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 1 Od NAILS PLATE SEE PLAN MORE INFORMATION X� 2 SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W1 (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" .�BjAE 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 B J� C TI PRE-ENGINEERED @ HEADER/ JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF \\—BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. OR LVL GIRDER SYP U.N.O. ....KNEEWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 SPACED W/IN 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"O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I 1 12 x 4 #2 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER C NAILING SCHEDULE USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & %" ANCHOR BOLT W/ BOX HEADER SEE PLAN E TYP F F F(�) PLATE W/ MP3 CLIPS EACH SIDE 1 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS r� TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D ASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE CONTRACTOR MAY USE PROVIDE BLOCKING 2x CRIPPLES @ 16" O.C. W/ USP 16" 1 SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36W/(7) BELOW JAMBS SPT22 & SPT24 (OR SPT4) 711 Ir 1 Od NAILS & (4) Y4"x2Y4" TAPCONS INSTEAD OF USP CONNECTORS @TOP' PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING SEE FOUNDATION PLAN 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 HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5� LOWER ROOF. I 2 STORY COL. GIRDER r7 (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE SCALE: 1/2" V-0" SYSTEM 42 SCALE: 1/2" 11-01, 1-01, REQ-D) S CALE: 1/2'1 1 �—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 W/ (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, H EADER/STU DS W/ (22) 1 Od 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)-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 M IN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3", O/C 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x PLATE W/ TOENAILS. 2x STUDS @ 16" O.C. @ W1 (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) SILL (2) 12d OPENING LARGER THAN 4 ft (2) 2x 'V614 TOP SPLICE 010 (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 1 Od TOENAILS AT EACH END OF SILL (MAX. OPENING—\q (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). WIDTH 4 FEET). IF OPENING (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCKWALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS 11 W/ 1 Od NAILS @ 8"O.C. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN S I M PSO N (2) M STAM 36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1 Od 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = V-10" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" Q) (Dru 4--J C) U 0 LIJ :D E 0 U) Cl) c) pe) E 0) C0 a ca m c" C14 000 4) co co 0 CL 0 LO 0 < 0 "t A 8 D. N C B D C A xC1 C.0 _"o wil 1111j, go Cn IN 0 , j r rc N, 9 Z LUZW6 r.- 0.- 1.- LL1 A LL LWL1 01 Z — 43 Z to-t__ LL1 F- LU ROFESS _q,\ ' INT To the best of the Engineer' `_ �tft =dd 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) C) Z r4 0 aj r-, 14 :!:! C:) Q =3 %0 > rt) C) fy) C�) zN M Ln r<-L v):2 z U_ LL U 0-00 E z LU C:) W _j 0 t.0 0 C, C, OZ ALLV) LL,. z i- � z & < U x (unj 0 0 EOR (.�) >z CZ, g Z U < Lzu ZZ 19 b _L_ul 8 4 m 3:8 8) HL0 -,., co, C:) ro 0 z @ LU z LU _j C:) C'4 f"4 V) w _j LU LU L U 0< ZO UO 10 0 Z U �-_ m Mm 0 z L, F_ fo Z UJ z 8, X z 2� (nWD0280 P LU Luvc 6 > 06 0 LU 2: 1.- 5 2 2 > 9 Ea. W,ouz< a <� <y vu-, mo: 00 Z 8' <x Lor a z z ce 0 0 < < W W F_ C:) CY) < z . . C.) LU > 0 Z LLj z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 16-6649 SHEET NO. D2 Z Z5 = z