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(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />(1) USP LSTA30 STRAPS <br />BENT OVER TOP PLATE <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />1 OR 2 PLY GIRDER <br />THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2" <br />MASONRYWALL <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUDS W/ @ 24" O.C. <br />N <br />EXT SHEATHING <br />BELOW AND ALT. <br />CONNECTION. <br />(22) 1 Od NAILS <br />+ <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO <br />SEE PLAN FOR CONN. <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS TIB FLANGE <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />DETAILS <br />r <br />2x STU, <br />2XSTUDS <br />LO <br />FLOOR <br />ADHESIVE TO <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 1 Od TO ENAI LS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2x4 CONTACT <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. EXTERIOR HEADERS <br />511 ------- "ITI ------- --- <br />SURFACE 2x4 #2 BLOCKING <br />U.N.O. ON PLA N <br />OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />SEE PLAN <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />2x4 SIDE BRACE <br />AT 48" O.C. <br />IF OPENING IS GREATER <br />THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE <br />EXCEEDING 6 FEET. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D <br />--------------------------------- <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />AAMBINFO <br />1/2"GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d <br />(2) USP MSTAM36 STRAPS w/ (8) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (5) Y4" x 2 Y4" TAPCONS <br />oo SHEATHING (MIN. 7116') <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />CENTERED ON FLOOR SYSTEM TO UA <br />0o <br />VERIFY W/ PLAN <br />lo <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE PLAN <br />PACK w/1 Od 4AILS FLOOR DECK <br />MASONRY WALL BELOW. CONTRACTOR <br />WALL SHEATHING <br />(2) - 12d TOE NAILS TOP <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN <br />MAY USE (2) SIMPSON MSTAM36 STRAPS <br />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 1/4 TAPCONS. <br />USP LSTA30 FROM WINDO W <br />w/ (7) 1 Od NAILS & (4) Y " x 2 & TITENS <br />4 4 <br />INSTEAD OF USP MSTAM36 STRAPS. IF <br />SCALE: 11/2" V-0" <br />AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />WOOD WALL IS BELOW USE (2) MSTA36 SCALE:314" V- 0" <br />GABLE END RIM JOIST— <br />O.C. (MAX) AND @ EACH <br />END OF WALL UNDER <br />SIMPSON (2) MSTAM36 W/ (7) <br />10d NAILS & (4) Y4"x2Y4" TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAM BS <br />BLOCKING BELOW. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />STRAPS wl (22) 1 Od NAILS OR (2) <br />SIM PSON MSTA36 STRAPS w/ (26) 1 Od <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />CORNERS <br />INSTEAD OF USP STRAP. <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED <br />SECTION CORNER <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL CAN BE IGNORED <br />IS INSTALLED). EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />rT� <br />BLOCKING DETAIL <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR r3"�')l <br />HEADER CONN. @ 2nd FLOORK4 <br />SCALE: 1/2"= V-0" <br />AS NOTED <br />SCALE: 3/4" V-0" <br />SCALE: 1/2" V-0" <br />SEE Q/S4 FOR <br />USP SPT24 @ EA. STUD W/6-10d <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />JAMB STUD us P SPT4 W/ (6)-1 Od X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP -7 @ 24" O.C. <br />US P LSTA24 W/(1 8)-1 Od NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />2 2x4SPF USP RS150 W/ MIN. 12" END <br />@) <br />USP SPT4 W/ (6)-1 Od X 1 1/2" <br />SEE PLAN FOR CONN. <br />(CONTRACTOR MAY USE RTT CLIPS) <br />2x HEADER <br />:E <br />TOP PLATES LENGTH ON STUDS W/ (111) 1 Od <br />'T <br />(1) USP LSTA30 STRAPS BENT <br />@ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO (2) TO SIT <br />NAILS TO STUDS ABOVE & (11) 1 Od <br />OVER TOP PLATE THEN DOWN <br />NIN <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS BELOW. <br />D <br />THE FACE OF HEADER/ STUDS <br />S <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />AT 16" O.C. U.N.O. <br />US P SPT22 W/ (6)-1 Od TO STUD & <br />W/ (22) 1 Od NAILS <br />(2) 2x HEADER SEE PLAN <br />NAILING AREA (TYP.) <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />(2) 2x HEADER <br />(4) - 1 Od TO PLATE <br />5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />SEE PLAN FOR <br />COL. SIZE <br />�'�(2) <br />CONNECTION <br />SEE PLAN <br />USP MSTA36 STRAPS CENTERED <br />EACH END W/ 7" EMBEDMENT, IF <br />END OF HEADER SEE Q/1134 FOR <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />w/ (22) 1d NAILS OR (2) SIMPSON <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />AT STEP DOWN LOCATION, MIN 7 <br />REQ'D JAMB INFO <br />EXTERIOR HEADERS <br />---------------- <br />MSTA36 STRAPS w/ (26) 1 Od NAILS <br />CONNECTION DETAILS FOR <br />PLATE SEE PLAN <br />L2xSSPF EMBEDMENT PAST STEP. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FLOOR SYSTEM OR <br />(EITHER USP OR SIMPSON STRAPS <br />MORE INFORMATION <br />12d NAILS AT 6" <br />BA E PLATE USP SPT4 EACH STUD <br />2x CRIPPLES @ 16" O.C. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />2-STY. FRAMING <br />ARE ADEQUATE) <br />O.C. TYP T & B USP SPT6 OR <br />c B C <br />EERED @ HEADER / JAMB CONDITION <br />FLOOR SYSTEM OR IF BUILT-UP STUDS ARE <br />W/ (2) 12d TOENAILS T/B <br />(2) - 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />F-EY-1 <br />EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE <br />SILL (MAX. OPENING WIDTH 4 <br />OR LVL GIRDER <br />SYP U.N.O. <br />SPACED W/IN 6" FROM OPENINGS <br />(2) - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET). IF OPENING IS GREATER <br />(BLOCK SOLID) <br />AND MULTIPLE STUD PACKS <br />TOP PLATES <br />OPENING NAILED TO STUD <br />THAN 4 FEET, BUT NOT EXCEEDING <br />6 FEET, A MP3 CLIP IS TO BE <br />SEE PLAN FOR <br />2 x CONT. T & B <br />INTERIOR HEADER <br />PACK W/ 1 Od NAILS @ 8"O.C. <br />INSTALLED TO EACH END <br />COL. SIZE <br />T <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />N-1 <br />2 x 4 #2 SPF STUDS <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />__1_T__ USP HTT45 BASE W/ <br />AT 16" O.C. U.N.O. (2) 2x HEADER <br />OPENING LARGER THAN 4 ft (2) 2x SILL <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />(18) 16d NAILS & %" <br />ANCHOR BOLT W/ <br />BOX HEADER <br />SEE PLAN <br />TYP F F <br />PLATE W/ MP3 CLIPS EACH SIDE <br />2x4P.T. STUDS UNDER 2nd FLOOR HEADER <br />6 <br />USP MSTAM36 STRAP(S) <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) 2x TOP PLATE <br />(2) LSTA12 WRAPPED UP <br />D. <br />E PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />CONTRACTOR MAY USE <br />0 <br />PROVIDE BLOCKING <br />AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W1 USP <br />_7FFF— <br />SEE FOUND. PLAN FOR FTG. REQ. <br />CONNECTIONS. ATTACH STUDS wl (3) <br />12d TOENAILS T&B <br />SIMPSON MSTAM36 W/ (7) <br />BELOW JAMBS <br />Ir <br />it <br />SPT22 & SPT24 (OR SPT4) <br />1 Od NAILS & (4) 4'1x2,41t <br />CONNECTORS@ TOP <br />PROVIDE EXTERIOR SHEATHING <br />2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />TAPCONS INSTEAD OF USP <br />STRAP. EITHER STRAP IS <br />ADEQUATE <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />r5 <br />HEADER CONN. 2nd FLO OR r6 <br />STUDS BELOW HTW20 @ BASE TO HEADER <br />LOWER ROOF. <br />2 STORY COL. <br />GIRDER r7 <br />(IF CRIPLLES ARE LESS THAN <br />SCALE: <br />1/2" V-0" <br />SYSTEM 42 <br />SCALE: 1/2" V-0- <br />8" LONG NO STRAPS ARE <br />SCALE: 1/2" V-0" <br />REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />4, CONNECTION DETAILS FOR TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />MORE INFORMATION HEADER STRAPS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2)LSTA24 (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />(2) USP LSTA30 STRAPS <br />USP SPT4 W/ (6)-1 Od X 1 1/2" <br />2x4 STUDS <br />PER PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />BENT OVER TOP PLATE <br />@ 24" O.C. <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />THEN DOWN THE FACE OF <br />HEADER/STUDS W/ (22) 10d <br />2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />USP MP3 EACH END TYP. <br />FOR OPENINGS LESS THAN 4'-0" WIDE, <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />SILL MAY BE ATTACHED W/ (2) - 16d <br />OVER TOP PLATE THEN DOWN <br />USP SPT4 W/ (6)-1 Od X 1 1/2" <br />W/ (2) 12d TOENAILS T/B <br />TOENAILS @ EACH END <br />THE FACE OF HEADER/ STUDS <br />@ 24" O.C. <br />INTERIOR HEADER <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />W/ (22) 1 Od NAILS <br />(2) - 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS, <br />3 110 <br />(2) 2x HEADER SEE PLAN <br />@END OF HEADER. SEE <br />EXTERIOR HEADERS <br />S�TUDS @ 16' O.C. <br />2x CRIPPLES @ 16" O.C. <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />TOP SPLICE <br />W/ (2) 12d TOENAILS T/B <br />(1) 2x SILL PLATE W1 (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />1 <br />(2) - 1 Od TOENAILS AT EACH <br />END OF SILL (MAX. OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />(2) - 1 Od TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />ALT. HEADER ANCHOR <br />r8 <br />WIDTH 4 FEET). IF OPENING <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 1 Od NAILS <br />IF OPENING IS GREATER THAN 4, <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <br />BUT NOT EXCEEDING 6 FEET, <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCKWALL <br />A MP3 CLIP IS TO BE INSTALLED AT <br />PROVIDE 2x4 ON <br />SCALE: N.T.S. <br />A MP3 CLIP IS TO BE <br />INSTALLED AT EACH END <br />OF HEADER SEE Q/S4 FOR <br />EACH END. <br />FLOOR DECK <br />TOP OF 2x8 TO <br />REQ'D JAMB INFO <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />USP LSTA30 CENTERED <br />(2) USP MSTAM36 STRAP(S) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PLATE ATTACH <br />Ile <br />END OF OPENING <br />NAILED TO STUD PACK <br />W/(22) 10d NAILS <br />CENTERED W/ (8) 10d NAILS <br />2X CONT. RIBBON <br />W/ (2) 10d NAILS <br />J <br />W/ 1 Od NAILS @ 8"o.c. lk� <br />FLOOR DECK <br />& (5) 1/4 TAPCONS. <br />TIE BEAM <br />@ W O.C. 2x4 BEYOND <br />AGAINST <br />DOUBLE <br />2x8 <br />CONTRACTOR MAY USE <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON (2) MSTAM36 W1 (7) <br />PROVIDE BLOCKING <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />10d NAILS & (4) Y4"x2,Y4" <br />BELOW JAMBS <br />2x8 STUDS 2x4 W/ 2 ROWS <br />SIZE & CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN OF 10d NAILS <br />STRAP. EITHER STRAP IS <br />PLATE LENGTHS MUST BE <br />@ W O.C. <br />HEADER CONN. <br />2nd FLOOR <br />ADEQUATE HEADER CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />r9 <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE <br />DETAIL <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />(D <br />z <br />z <br />z <br />CL <br />z <br />IV,) (D <br />a) <br />C—f 3 <br />4--J LU <br />(Dru <br />0 <br />U <br />1! <br />0 <br />E <br />V) <br />012 <br />0 <br />I LU <br />E <br />8 <br />02 <br />La : 0, CM4 <br />0.2" <br />_r 4) <br />:S U_ Go <br />19 <br />< 00 <br />Lo <br />D . <br />N-C-11,D,C <br />'V <br />*I <br />Al. <br />N <br />AA <br />PZ C4 C14 <br />z <br />0 <br />Ul <br />U1 L!] <br />z 4L - AT <br />73 <br />Z 2 q, <br />LLW <br />r/q-, I OR <br />c9) <br />0 1: <br />To the best of the Engineer's knowledge, information, and <br />gs comp y w e on a I ing <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />z N <br />0 4) N <br />cc) <br />�5 <br />v — Ln <br />ck U_ <br />Ce 0- 00 <br />< <br />- E <br />z 3: <br />z g <br />LU Cl <br />_j CD <br />Z <br />uj Z <br />51 00W <br />< u <br />z >_ 0. <br />� U j W< <br />Z Z i,.; Z <br />Wzi <br />0. Lo <br />84 U <br />j5 z @ <br />z <br />0 <br />Ln <br />r_j <br />r4 <br />Ln <br />W <br />Lu 3i <br />�208 <br />2 9 <br />0 <br />P in co <br />P . F3 CK <br />-0 <br />12 <br />Z <br />Z <br />LU <br />CL LLJ <br />0 <br />2 PY � C' 2E <br />'1" 0 L" - 0 <br />-1 ND 8 r- <br />ti 8 <br />06 <br />8 <br />0 LL Z <br />g <br />C) <br />r-4 Z <br />V.., 0 <br />zrz <br />:1 Uj <br />CD <br />fy) <br />LL <br />z <br />LLJ <br />> <br />Uj <br />z <br />�_4 <br />0 <br />_j <br />- Cn <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: WAMES <br />VERSION NO, <br />1525 <br />30B NO: 17-4135 <br />SHEET NO. <br />D2 <br />