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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 TRUSS. SEE PLAN FOR THEN DOWN THE FACE USP SPT4 W/ 6 -1 OF HEADER/STUDS W/ () Od X 1 1/2" MASONRY WALL CONNECTION. @ 24" O.C. (22) 10d NAILS EXT. SHEATHING G) BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO AO SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE o 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/6 INTERIOR HEADER DETAILS 2x STUDS Nr 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 END OF SILL. MAX. EXTERIOR HEADERS • • '° SURFACE q 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 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 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 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK WALL FLOOR DECK JAMB INFO 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1Od (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL END OF OPENING 1-1/8" RIM BOARD TO STUDS ABOVE PLATE NAILS & (5)Ya" x 2 Y4' TAPCONS • SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '''° MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN 8d NAILS @ 3 O.C. WALL SHEATHING JOIST SEE PLAN (2) - 12d TOE NAILS TOP (2) USP MSTAM36 STIR P(S) CENTERED W/ (8) 1Od NAILS I -JOIST SEE PLAN TIE BEAM PACK w/1 Od NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE SIMPSON MSTAM36 STRAPS (2) w/ (7) 10d NAILS & (4)Y4" x 2Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 112" = 1'-0" TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" & (5) 1/4 TAPCONS. CONTRACTOR MAY USE USP LSTA30 FROM WINDOW 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 L SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. - END OF WALL UNDER 1Od NAILS & (4)Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS wJ 22 10d NAILS OR 2 ( ) () SIMPSON MSTA36 STRAPS w/ (26) 10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL - 10d TOE NAILS E EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL Z GIRDER/COL. CONN. 2nd FLOOR HEADER CONN. @ 2nd FLOOR 3 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" „ - '_ „ SCALE: 1/2 - 1 0 SEE Q/S4 FOR O 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)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o..u• o.:o� uo: ._;u�, CRIPPLES IF LONGER THAN 8" TALL. f A 2 - 2 x 4 SPF C USP RS150 W/ IN. 12"END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER 2 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & 11 10d ( ) OVER TOP PLATE THEN DOWN 2 - 2X SPF TOP PLATE O w/ () 2 x 4 #2 NAILS TO STUDS BELOW. SPF STUDS THE FACE OF HEADER/ STUDS W/ 22) 1Od NAILS (2) 2x HEADER SEE PLAN SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE C USP SPT22 W/ (6)-10d TO STUD & ( HEADER FLUSH TO OUTSIDE AT 16" O.C. U.N.O.FLOOR O NAILING NAILING AREA (TYP.) PLAN HEADER (2) 2x HEADER �a� G (4) - 10d TO PLATE OE 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 AT STEP DOWN LOCATION, MIN 7" 2 x SPF 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. w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION BASE PLATE USP SPT4 EACH STUD OPENING LARGER THAN 4 ft 2 2x O FLOOR SYSTEM OR ARE ADEQUATE) 12d NAILS AT 6" _ C B H B C PRE-ENGINEERED O @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF 2-STY. FRAMING BAND JOIST & BLKG. O.C. TYP T & B USP SPT6 OR SPT8 @ 24" o.c. (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. ° SPACED W/IN 6" FROM OPENINGS 2 4 SPF () - 2 x 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 G INTERIOR HEADER O PACK W/ 10d NAILS @ 8 O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL-----,, PLYWOOD ATTACHED PER NAILING SCHEDULE TUSP HTT45 BASE W/ � AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & %" ANCHOR BOLT W/ BOX HEADER E F ^ TYPSEE PLAN F PLATE W/ MP3 CLIPS EACH SIDE F 2 x 4 P.T. H� 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 D ) ,BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. O CONTRACTOR MAY USE PROVIDE BLOCKING �— AND OVER TOP PLATE 2x CRIPPLES 16" O.C. W/ USP @ SEE FOUND. PLAN FOR CONNECTIONS. ATTACH STUDS w/ (3) FT G. REQ. 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS . " ., � °- � �• . �a '• a• .. �. - " � �� ' � SPT22 &SPT24 (OR SPT4) - PROVIDE EXTERIOR SHEATHING PROVIDED 10d NAILS & (4)Ya"x2Ya" TAPCONS INSTEAD OF USP CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW STRAP. EITHER STRAP IS SEE FOUNDATION PLAN ` _ TO ANY GIRDER TRUSS IN THIS PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE FOR FTG. RE Q SITUATION. CONNECT 2x CRIPPLES CO C G.T. TO MATCH JACK TO STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR("6LOWER BELOW HTW20 @BASE TO HEADER 5 ROOF.STUDS 2 STORY COL. @ GIRDER \� (IF CRIPLLES ARE LESS THAN SCALE: 1/2" = 1'-O" SYSTEM 42 SCALE: 1/2" = 1'-0" 7 8" LONG NO STRAPS ARE I � ��`�� REQ D) SCALE: 1/2" = 1'-0" �� 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/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)-10d X 1 1/2" 2x4 STUDS PER PLAN `- MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO (1) USP LSTA30 STRAPS BENT THEN DOWN THE FACE OF \ HEADER/STUDS W/ (22) 10d NAILS 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE USP MP3 EACH END TYP.(2) FOR OPENINGS LESS THAN 4'_ 0„ WIDE, 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) 10d NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS HEADER. SEE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ �c�T �2xDS 2x 16" @ END OF 2x SILL PLATE W/ 12d TOENAILS. F48r?�4T @ 16" O.C. CRIPPLES @ O.C. -�� W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x MAN Op TOP SPLICE (1) 2x SILL PLATE WJ (2) 12dTOENAILS. INFO. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ° . ALT. HEADER ANCHOR 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 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 @ 3" O.C. 2x4 BEYOND __X W/ 10d NAILS @ 8"o.c.—�� I FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM 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 1Od NAILS & (4)Y4"x2Y" 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. aC� 2nd FLOOR ADEQUATE HEADER CONN. a� 2nd AT LEAST 4"1 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o 1 SCALE: 1/2" = 1'-O" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" (D0 z z�z U) z cn 0 C t„ LU C6 U U °° t, i M to W ' ' S x nr C fli M O O N O _ U CIS 00 cle C) LO&: ¢rn a;¢o BD NIFX 'r I 0011 �! o142 fit► N '' U) al. lL• N Q �` Wlu 10z 650o �•. N .0 r LL Z W a'� = .�� o••••.F �•�� To the best of the Engine � ow d e, atio 1� belief, the structural plans a ff��ppffions within these drawings comply wit M9RWk a Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C) Z O ) Ul CD ►> M aV•MLr) L d- r2 U)LL z `n �M V CL Q oU z E W Z Lu J C) d' Lu a a gLun ow W� �Z Z Ia �o!fW owW U) U F- � z O o O 0 U� 2:> N W o O Cl) Q u Z 3 o ©- F— W Uo 0 �o LL,z;� Q d. �oLu $2 Z W(V N Ln LU �Wf J r-1 LU Z Q Z w� z LM k m O = a= r+ a cn SCALE . AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. D2