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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. MASONRY WALL G) BELOW AND ALT. CONNECTION. (22) 10d NAILS EXT SHEATHING + (2) - 2x SPF TOP PLATE FLUS'H W/ TOP 2 OF MASNORY & 8d BLOCKING INFO SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN -SEE FOR BLOCKING NAILS T/B FLANGE zo 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS F12x 2xSTUDS STUI 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 )JE/ 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS IT, ........ 2x4 #2 BLOCKING U.N.O. ON PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. X.. FLOOR SYSTEM q.. SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4 SIDE BRACE AT 48" O.C. �1� :: IF OPENING IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, SILL PLATE W/ MP3 CLIPS EACH SIDE 7K OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END ------------------------------- CORRECT BLOCKING I wl (3) 12d EA. E N D I FLOOR DECK INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1 Od (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL SHEATHING 7/16") 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING NAILED TO STUD TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS (MIN. 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) 1 Od NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS y TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 1 Old NAILS & (4) Y4" x 2 Y4" TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2"= V-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIS END OF WALL UNDER 1 Od NAILS & (4) Y4"xZY4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 1 Od NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS (2) - 10d TOE NAILS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOORr_4_�� 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. JAMB STUD USP SPT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP-7 @ 24" O.C. U SP LSTA24 W/(1 8)-1 Old NAILS INFO BELOW ON CONNECTION OF PLATE SEE PLAN 1I i" Al 2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-1 Od X 1 1/2' SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 1 Old (1) USP LSTA30 STRAPS BENT @ 24" O.C. LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (111) 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 'j AT 16" O.C. U.N.C. nD USP SPT22 W/ (6)-1 Od TO STUD & W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 11 NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER (2) 2x HEADER �_@ (4) - 1 Od TO PLATE MIN I SEE PLAN FOR COL. SIZE /�(2) CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM (3) 2x #2 SPF STUDS @ INTERIOR HEADER USP MSTA36 STRAPS CENTERED EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FO (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d 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 wl (26) 1 Od NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 F EMBEDMENT PAST STEP. x S P (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION BLASE PLATE USP SPT4 EACH STUD 2x CRIPPLES@ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W1 MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C I L-.,/ D B 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. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE L TH 4 OR LVL GIRDER SYP U.N.O. IF-8-1 1 1, -j 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.________1 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. , -'- �1, : PLYWOOD ATTACHED PER TYPICAL BLOCK WALL-------__,, 1, ., 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/ WOIST SEE PLAN W1, (18) 16d NAILS & ANCHOR BOLT W/ BOX HEADER SEE PLAN TYP F PLATE W1 MP3 CLIPS EACH SIDE 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER 8 USP MSTAM36 STRAP(S) CENTERED W/ (8) 1 Od NAILS TIE BEAM .7 .7 MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D 01 BASE PLATE ARE NOT REQ'D TO HAVE & (5) 114 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING AND OVER TOP PLATE 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 7 SPT22 & SPT24 (OR SPT4) 1 Od NAILS & (4),y4"x2,Y4" \_L�SEE CONNECTORS @TOP PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2 ST. INT. BEARING WALL FOR EXTERIOR 2 STORY WALLS ONLY. TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCHJACK PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR r�6 STUDS BELOW HTW20 @ BASE TO HEADER LOWER ROOF. 2 STORY COL. GIRDER r7 (IF CRIPLLES ARE LESS THAN SCALE: 1/2" V-10" SYSTEM 42 SCALE: 1/2" = V-0" 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 SE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED --- THEN DOWN THE FACE OF USP MP3 EACH END TYP. H EADER/STU DS W/ (22) 1 Od (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, (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) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d STUDS @ 16- O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) 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) - 1 Od TOENAILS AT EACH A, .-il (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/ 1 Od NAILS IF OPENING IS GREATER THAN 4, IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, 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 OF HEADER SEE Q/S4 FOR A EACH END. TOP OF 2x8 TO INSTALLED AT EACH END REQ'D JAMB INFO FLOOR DECK v 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 W/(22) 10d NAILS CENTERED W/ (8) 1 Old NAILS 2X CONT. RIBBON W/ (2) 1 Old NAILS NAILED TO STUD PACK W/ 10d NAILS @ 8"ox.�� FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE CONTRACTOR MAY USE AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W1 (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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-101" (D"'M ZCI) C3 —0 ZCD Z� Z U 0 LU V) Of 11� E 0 (a U) Cl) 00 C) 0 C"4) E 8 0) cf) C cc ce) T:S cl) 000 :5 1 CD 0 < 00) U) 0.0 Lo 0,�t cj Al &W. C"-D-c If A X, ........... 0 ,N ...... 2. WW E C; 0 Uj v't C 0 11.0 43- -,N 12-6 $,?FLO X LL OUESSIO < To the best of the Engineer's knowledge, information, and awing co y wi I ui 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. 0 C) Z r*4 0 2 N C) Q z > CY) C:, U0 -0 v) v- r 2: (A 0 IN z (1) — Ln 4C:L " U_ LL >� � M U (13 -1 < 00 z E z LU C) IT W _j C) tD 0 Q� ce Z LLJ Uj LL z ca z U i,- mi 0 � 1E OR - 6 0z z <Z U x z< �E 4 u, I � z 0. &: W, 0. U 0 v) U 0 ce 0 Uj 04 CD 'IT z @ LLJ z ce C) Ln r14 r14 Lr) U) _j 0;� uj;% 11 0 < U �U_-` 2 or- - Lz. W Z LL1 z 8y Ria ri;j LU 0 121 :0) 0 z 0 Uj VMP F- I LLI .1k 0 06 L>U 3 8 U) LU 0 u- z W< �-- 6 S r*j Z =) < W a u- z z 0 0 < LU U, he CL x c) rf) < z Uj > z Uj z U) SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 17-1426 SHEEr NO. D2