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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 @ BELOW AND ALT. CONNECTION. (22) 1 Od NAILS - 2x SPF TOP PLATE (2) FLUSH W/ TOP 2 OF MASNORY & 8d 2t5: BLOCKING INFO (& SEE PLAN FOR CONN. 2x CRIPPLES @ 16"O.C. (2) 2x HEADER SEE PLAN SEEFOR SEEFOR BLOCKING NAILS T/B FLANGE BLOCKING 0 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS DETAILS 2xSTUDS U) v FLOOR ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS SURFACE 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x YSTEM —FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 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. 74 OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END I CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR li G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK I. . FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 wl (11) - 10d (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" O.C. JOIST SEE PLAN (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 TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM INDOW - w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2"= l'-O" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:314"= 1'- 0" GABLE END RIM JOIST— O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4"l 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 RETROIFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d ST CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED �LL NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED] MASONRYWALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT KIIIIIIII1 IIIIIIIIIIIIIIIIIIIIIIIIIIIII�l�ii BLOCKING DETAIL r2 GIRDER/COL. CONN. i@ 2nd FLOOR HEADER CONN. @ 2nd FLOORK4N� _v SCALE: 1/2"= 1'l AS NOTED SCALE: 3/4"= V-0" SCALE: 1/2"= 1'l SEE Q1S4 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. JAMB STUD 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 Gd NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN 2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END US P SPT4 W/ (6)-1 Od X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO T Tli� f OP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 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 NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS —1 SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN I 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 EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q1S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) ld NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO EXTERIOR HEADERS --------- MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR Lj 2xSPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION T 6 U BASE 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 PR -EN ERED @ HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B 10d TOE (2) NAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. 4B EWALL OR BEAM WAN 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 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. 2 x 4 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL---------_, PLYWOOD ATTACHED PER NAILING SCHEDULE T USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ 1-JOIST SEE PLAN (18) 16d NAILS & ANCHOR BOLT W/ BOX HEADER SEE PLAN TYP PLATE W/ MP3 CLIPS EACH SIDE 2x4P.T. OH STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE — (2) LSTA12 WRAPPED UP E PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE 11 PROVIDE BLOCKING AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS wl (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS A. I- II. SPT22 & SPT24 (OR SPT4) PROVIDE EXTERIOR SHEATHING 1 Od NAILS & (4) Y4"x2Y4'f TAPCONS INSTEAD OF USP CONNECTORS@ TOP* PROVIDE (2) CRIPPLES BELOW 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 SHEATHING CAN STOP ONCE UNDER r5 HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER LOWER ROOF. I 2 STORY COL. GIRDER (IF CRIPLILES ARE LESS THAN SCALE: 1/2" V-0" SYSTEM 42 SCALE: 1/2" = l'-O" 8" LONG NO STRAPS ARE SCALE: 1/2" V-0" REQ'D) A__A_ '--ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE "�CONNECTION DETAILS FOR 7_ 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/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. HEADER/STUDS W1 (22) 10d DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-1 Od X 1 1/2" NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN 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 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ @END OF HEADER. SEE 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/ III CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH A, (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 r8 WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, Vv 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 SCALE: N.T.S. A MP3 CLIP IS TO BE INSTALLED AT EACH END OF HEADER SEE Q1S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO v 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 X1011 END OF OPENING NAILED TO STUD PAI K W/(22) 1 Od NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON W1 (2) 1 Od NAILS W/ 10d 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 SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 1 Od NAILS & (4) Y4"x24" 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'-Ow LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2"= 'I'l SYSTEM 42 SCALE: 1/2"= V-10" SCALE: 3/4"= V-0" 'a (D z cr) 81 10 Z z V) (D (1) — 4-J LU U 0 E v) LU E 8 cc 02, g u . 4) Z LL 00 - Ci 0 -, r1f W .he < 0) CL 0 Lo 0 'T Al RD. -D-C v U_ 0.0 Lu Uj i "U. 12 0- 61 6 C, LL urilI liz I To the best of the Engineer's knowledge, information, and I I ese raw ngs comp y w e ort u Code Sth 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. 0 C) z ell 0 cu rl 0-4 4.J C:) v) -5 kD > (D fn C) N CU LA U_ M Cn 00 z EIIII-IIIIIIII� C"' W _j C) %D m z Z 8,0, 06% zz �jz Izz W QL i �22,8 t� � N 6 ts 0 Z Z >-8 In 0 P I z C, (2 Lr) LLJ U) 8 CU > r4l Clots UI (j) I C/) _j uj Uj Z z r_4 CY - LLJ Ln Uj m: < � 0 Cn < z r? Z z t 0 0 LU ;�m z IAj rl V) SCALE AS NOTED DATE: 2/24/2014 TECH: ERAND VERSION No' 2mO SHEET NO. D2