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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) 10d NAILS BELOW AND ALT. (2) - 2x SPF TOP PLATE SEE FOR FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO G) SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2xSTUDS f2x STU I U') FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x4 CONTACT 8" O.C. EACH SIDE )JEr END OF SILL. MAX. EXTERIOR HEADERS 71 ...... SURFACE A 2x4 #2 BLOCKING 2' U.N.O. ON PLAN 9- , OPENING WIDTH 4 FEET. (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 AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS RIBBON 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. L BLOCK TYPICAL BLOCK FLOOR DECK 101 JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL I 1-1/8" RIM BOARD BLOCKING WALL ASTRAP(S) t 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS z�_ SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO __7 VERIFY W/ PLAN 8d NAILS @ 3" O.C. IS JO T SEE PLAN (2) USP MSTAM36 ST P(S) I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR 7T MAY USE (2) SIMPSON MSTAM36 STRAPS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM INDOW INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 11/2" V-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" = V- 0" GABLE END RIM JOIST— O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. STRAPS w/ (22) 1 Od NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR END OF WALL UNDER 1 Od NAILS & (4) X"XZY4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO 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 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 FLOORr4 NN� SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" V-0" SCALE: 1/2" V-0" SEE Q/S4 FOR JAMB STUD 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. USP SPT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP -7 @ 24" O.C. USP LSTA24 W/(1 8)-1 Od NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN 1-11W CRIPPLES IF LONGER THAN 8" TALL. T_yP-A 2 - 2 x 4 SPF USP RS1 50 W/ MIN. 12" END US P SPT4 W/ (6)-1 Od X 1 1/2 SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) Ar r2 (�' T F TOP PLATES LENGTH ON STUDS W/ (11) 1 Old (1) USP LSTA30 STRAPS BENT @ 24 O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 1 Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C nD USP SPT22 W/ (6)-10d TO STUD & AT 16" O.C. U.N.O. W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE NAILING AREA (TYP.) 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 CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2xSPF EMBEDMENT PAST STEP. END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING FLOOR SYSTEM OR w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Old NAILS (EITHER USP OR SIMPSON STRAPS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" BASE PLATE USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B C B I ED @ HEADER / JAMB CONDITION W1 (2) 12d TOENAILS T/B r_(FY-1 V FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 1 Od 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. (2) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS 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. 2 x 4 #'2 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL-------, PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ 4__ AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN x % (18) 16d NAILS & %" ANCHOR BOLT W1 BOX HEADER SEE PLAN T4YP F F PLATE W/ MP3 CLIPS EACH SIDE 2x4P.T. STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) '>< CENTERED W/ (8) 10d NAILS TIE BEAM .1. MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP SE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING RRS "OIX AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (13) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) Y4"x2,Y4" BELOW JAMBS SPT22 & SPT24 (OR SPT4) CONNECTORS @TOP* TAPCONS INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. EITHER STRAP IS SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE 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 r5 SHEATHING CAN STOP ONCE UNDER LOWER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER ROOF. 2 STORY COL. GIRDER (IF CRIPLLES ARE LESS THAN SCALE: 1/2" V-0" SYSTEM 42 SCALE: 1/2" = V-0" ir7 8" LONG NO STRAPS ARE SCALE: 1/2" = V-0" REQ D) `—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 CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS US P S PT4 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 HEADER/STUDS W/ (22) 1 Od 2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES 16" O.C. MAY BE ATTACHED W/ (2) - 16d @ TOP PLATE OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-1 Od X 1 1/2" W/ (2) 12d TOENAILS T/B NAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. HEADER 10 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS //,-INTERIOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3"0/ (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 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. 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. OPE 10 �NING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD 1 SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR r8 WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W1 10d NAILS IF OPENING IS GREATER THAN 4, 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 BLOCK WALL 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 61 BLOCK OUT TOP 2x CRIPPLE AT EACH END OF OPENING USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W/ (8) 1 Od NAILS 2X CONT. RIBBON W/ (2) 1 Od NAILS @ W O.C. 2x4 BEYOND W1 1 Od NAILS @ 8"o. c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2X8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ WOIST SEE PLAN SIMPSON (2) MSTAM36 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-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = 1'-9' !� a (D z z z z L/) 0 4--J U 0 LU I(Dul CL, M E Ll g CD 00 t- C14 C) E 8 4) cl) ch - T : Cc C, 11, 000 MLL 0 M J9 CL 0 < 0 CD LO 0 t 0 A1 ED* 11,1*11 D*C v 0 vv ,U N N �'% . � E &0 fic" z 'Ce =0 FL �gq,jq �0_ 11 El To the best of the Engineer's knowledge, information, and e , t e structura p ans an sped ications containe w t n t ese raw ngs comp y w t t e or a u ng 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. (D z r*-4 0 o) r-, Lf) tD > (n Cn ci, t" C) N 0 0) U_ Ln 113� U CL 00 z z z LU C� W %0 g 0, Ce > Lr) 0 - F_ 2' .1, z D L0 0 LLJ 1H � z 8 r-4 C/) 06 �E U) LL 0 F— LU dog 518 < Z Ins z Uj _j T__1 Ln T_q Lij 2: Lij x < 00 M ko < Z z ca 0 Ln r%� z 5 Uj rn T-4 10L Ul SCALE AS NOTED DATE 2/24/2014 TECH: MJAMES VERSION No' 10 SHEETNO. D2