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EXT. SHEATHING FLUSH W/ TOP -SEE FOR 2 OF MASNORY & 8d rSEEFOR BLOCKING NAILS T/B FLANGE BLOCKING DETAILS DETAILS 2xSTUDS ....... —FLOOR SYSTEM M SEE PLAN 7E G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) USP MSTAM36 STRAPS w/ (8) 1 Od EXTERIOR STRUCTURAL NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN MASONRY WALL BELOW. CONTRACTOR MAY USE (2) SIMPSON MSTAM36 STRAPS W/ (7) 1 Od NAILS & (4) )/4" x 2 Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" V-0- WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0" STRAPS w/ (22) 1 Od NAILS OR (2) SEE SS FOR RETROFIT SIMPSON MSTA36 STRAPS W/ (26) 1 Od CONNECTION IF MSTAM36 NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED IS INSTALLED). EITHER USP OR SIMPSON SECTION CORNER STRAPS ARE ADEQUATE FRAMING ATTACHMENT AS NOTED (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO G) 0 1. APPLY SUB LO FLOOR + ADHESIVE TO 2x4 CONTACT SURFACE A 2x4 #2 BLOCKING 2 NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING (2) - 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST— END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRYWALL EACH SIDE BLOCKING DETAIL r2 SCALE: 3/4" V-101" 11�1"j SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF X STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN 2X CONT. RIBBON TYPICAL BLOCK WALL (2) USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. CONTRACTOR MAY USE SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4"xV4" TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: 1/2" V-0" (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2" OF HEADER/STUDS W/ @ 24" O.C. (22) 1 Od NAILS (2) - 2x SPF TOP PLATE 2x CRIPPLES @ 16" 0 C (2) 2x HEADER SEE PLAN Wit (2) 12d TOENAILS T/B INTERIOR HEADER (2) 1 Od TOE NAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I EXTERIOR HEADERS END OF SILL. MAX, OPENING WIDTH 4 FEET. (1) 2x SILL PLATE Wit (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D - J JAMB INFO 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od END OF OPENING TO STUDS ABOVE PLATE NAILED TO STUD PACK w/1 Od NAIL FLOOR DECK @ 8"O.C. "nz FLOOR TRUSS/ I -JOIST SEE PLAN USP LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOORr4N� 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 TY @ 24" O.C. USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN TYP A 2-2x4SPF (K) USP RS1 50 W1 MIN. 12" END USP SPT4 W/ (6)-1 Od X 1 1/2" 2x HEADER TO SIT A 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 HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. 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. D USP SPT22 W/ (6)-10d 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 CONNECTION SEE PLAN (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) 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) 10d NAILS PLATE SEE PLAN 2 SPF EMBEDMENT PAST STEP. x (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" K-f [B�AjE 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. RAMING 1� ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B B D W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. (2) 2 x #2 FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF KNE L R 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 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 SEE PLAN FOR 2 x CONT. T & B INTERIOR HEADER PACKW/ 10d NAILS@ 8"O.C.— 6 FEET, A MP3 CLIP IS TO BE 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 T4 USP HT 5 BASE W/ (2) 2x HEADER AT 16" O.C. U.N.O. \--�JG OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN V. (18) 16d NAILS & %" ANCHOR BOLT W/ BOX HEADER SEE PLAN F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS L TIE BEAM MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE BASE 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 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"X24" 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 (6 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-101" SYSTEM 42 SCALE: 1/2" = V-10" REQ'D) SCALE: 1/2" V-10" L �_ADDITIONAL STRAPS ,�SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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) 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 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 (2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT HEADER/STUDS W/ (22) 10d NAILS 2x CRIPPLES @ 16" O.C. DOUBLE 2X4 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) 1 Od NAILS (2) - 2X SPF TOP PLATE M IN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. It 3' 0/ _��2x 2x CRIPPLES @ 16" 0 C (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (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 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 1 Od TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od NAILS IF OPENING IS GREATER THAN 4, r8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCKWALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2X4 ON SCALE: N.T.S. A MP3 CLIP IS TO BE INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. TOP OF 2x8 TO 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 W1(22) 1 Od NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/ (2) 1 Od NAILS - NAILED TO STUD PACK W/ 1 Od NAILS @ 8"o.c. FLOOR DECK CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE ol 6 5, CONTRACTOR MAY USE 2x8 TOP - FLOOR TRUSS/ I -JOIST SEE PLAN S I M PSO N (2) M STAM 36 Wit (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1 Od NAILS & (4) Y4"x2Y4" BELOW JAM BS 2x8 STUDS 2x4 Wit 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 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" 0"'a Z�; U z V) 0 Q) — 4--J (10 n U 0 LU V) ix ::D 1, 0 0) 0 C') V) .20 M rn r- W Cf) LU E 0 0) M a cc cy) 00 C14 q (OD w -C FL 0 1:5 _800 0 cu_ 42) le < 0 0 C:) CL 0)< 6 A a Do I I D-c co 0 Z M N r.. -NM _g * lib �T. �t 4� .2 .- Ix 5 [z — (I 4Q -04- Ul W—jo _j Qj 3t z .0 v z i4 -'Z- Fl- LL JU , C, 0 F E S Sur To the best of the Engineer's knowledge, information, and and seal is only for the structural en gineering portions of the drawing pages bearing Engineer's signature and seal. C) C) Z r4 0 (1) r-, =3 t.0 C) > M r') p M Ln z < LL Lr, CL U CL 00 z z 3i E z LLJ _j C) W 0, z< z z E 8,0 0 0 0� La a, Z z z ui Z 2 g�.2 � 0 LL, i- N Cl) M z @ 8 ULL I) Z z 0 L0 0 U 2: z z 0 -0 D M M Cl) 0 06 U C/) < I _P0 50 Lu LL, 8 U.� 0. r_4 LU.2 Z z LLj r-4 L0 a- 2 <, 8 Uj < 0, 2 �ze Lu i5 ro Z z tu- 0� < (DIV) U) M 0 TV z LU Z 0 < V) V) SCALE AS NOTED DATE 2/24/2014 TECH: MJAMES VERSION NO 2mO SHEET NO. D2 S. z