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I <br />(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 />/ <br />THEN DOWN THE USP SPT4 W/ (6)-10d X 1 1/2" <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUD W/E @ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />0 BELOW AND ALT. <br />CONNECTION. <br />(22) 10d NAILS <br />NJ <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO <br />A <br />Q <br />SEE PLAN FOR CONN. <br />@ 2 2x HEADER SEE PLAN <br />L( <br />1P <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />/ 0 <br />/ <br />1. APPLY SUB <br />(3) 2x #SPF <br />W/ (2) TOENAILS T B <br />dINTERIOR HEADER <br />I DETAILS <br />2x STUDS <br />� <br />� <br />FLOOR + <br />ADHESIVE TO <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />© <br />2x4 CONTACT <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. EXTERIOR HEADERS <br />SURFACE 2x4 #2 BLOCKING <br />U.N.O. ON PLAN <br />�. 1 2x SILL PLATE W/ 2 12d TOENAILS. <br />OPENING WIDTH 4 FEET. () ( ) <br />�. OPENING LARGER THAN 4 ft (2) 2x <br />I FLOOR SYSTEM <br />I IX SEE PLAN <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 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 />• ; ; <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />• ' <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 />JAMB INFO <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <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 />SHEATHING (MIN. 7/16") <br />JOIST SEE PLAN <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />CENTERED ON FLOOR SYSTEM TO '' <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS 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��° 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 WINDOW <br />w/ (7) 10d NAILS & (4) Y4" x 2Y4" TITENS <br />INSTEAD OF USP MSTAM36 STRAPS. IF <br />SCALE: 1 1/2" = l'-0" <br />AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />WOOD WALL IS BELOW USE (2) MSTA36 n _ ' _ " <br />SCALE:3/4 -1 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) Y"x2Y4' TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />BLOCKING BELOW. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />STRAPS w/ (22) 10d NAILS OR (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <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 (ALLEDO INSURE ID BLOCKING <br />SECTION CORNER <br />CAN NOT BE INSTALLED <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL CAN BE IGNORED <br />EITHER USP S MPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR 3 <br />HEADER CONN. 2nd FLOOR <br />4 <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 />O 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 />2x612x8 CRIPPLES @ 16" O.C. <br />JAMB STUDUSP SPT4 W! (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP <br />@ 24„ O.C. <br />� USP LSTA24 W/(18)-10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />C- : <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />000 0,0 oao. o0o <br />CRIPPLES IF LONGER THAN 8" TALL. <br />P. <br />2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />SEE PLAN FOR CONN. <br />(CONTRACTOR MAY USE RTT CLIPS) <br />2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) USP LSTA30 STRAPS BENT <br />@ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO (2) <br />NAILS TO STUDS ABOVE & (11) 10d <br />OVER TOP PLATE THEN DOWN <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS BELOW. <br />THE FACE OF DER/ STUDS <br />__ _ <br />_ _ _ _ _ <br />SEE OR <br />S PLAN F SIZE <br />ej 2 x 4 #2 SPF STUDS <br />C AT 16" O.C. U.N.O. O USP SPT22 W/ (6)-10d TO STUD & <br />o <br />W/ (22) 10d NAILS <br />2 2x HEADER SEE PLAN <br />O <br />NAILING AREA (TYP.) <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(4) - 10d TO PLATE <br />2x #2 <br />SEE PLAN FOR <br />COL. SIZE <br />� <br />:��(2)USP <br />( <br />) ( CONNECTION <br />E PLAN SE <br />E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />O <br />MIN (3) SPF STUDS @ <br />INTERIOR HEADER <br />MSTA36 STRAPS CENTERED <br />�- <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR <br />-� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />� v w/ (22) 1d NAILS OR (2) SIMPSON <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />• <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />,� EXTERIOR HEADERS <br />MSTA36 STRAPS w/ (26) 10d NAILS <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />2 x SPF 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 />BASE PLATE O USP SPT4 EACH STUD <br />�� <br />2x CRIPPLES @ 16 O.C. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />M <br />2-STY. FRAMING <br />ARE ADEQUATE) <br />� <br />/ <br />O.C. TYP T & B \ USP OR <br />C B H B C <br />PRE-ENGINEERED @ 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 <br />2 x #2 / �' SPT8 @ 24" o.c. <br />_KNEEWALL OR BEAM WAN WALL SYSTEM A.B. TO BE <br />SILL (MAX. OPENING WIDTH 4 <br />OR LVL GIRDER <br />SYP U.N.O. <br />S <br />/ <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 />\ <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 />OINTERIOR HEADER <br />G <br />PACK W/ 10d NAILS @ 8"O.C. <br />INSTALLED TO EACH END <br />COL. SIZE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <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 />__ _ __ <br />_ _ _ _ USP HTT45 BASE W/ <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />OPENING LARGER THAN 4 ft (2) 2x SILL <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />(18) 16d NAILS & /8 <br />ANCHOR BOLT W/ <br />BOX HEADER <br />SEE PLAN <br />E F TYp F F <br />PLATE W/ MP3 CLIPS EACH SIDE <br />2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER <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 />o. a o°o opo oao <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />�— AND OVER PLATE 2x CRIPPLES 16" O.C. W/ USP <br />SEE FOUND. PLAN FOR FTG. REQ. <br />CONNECTIONS. ATTACH STUDS w/ (3) <br />12d TOENAILS T&B <br />SIMPSON MSTAM36 W/ (7) <br />BELOW JAMBS <br />a• <br />ti ,• a' .a <br />SPT22 & SPT24@(OR SPT4) <br />— CONNECTORS <br />10d NAILS & (4) Y4'x2%4" <br />@TOP <br />PROVIDE EXTERIOR SHEATHING <br />2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />TAPCONS INSTEAD OF USP <br />STRAP. EITHER STRAP IS <br />ADEQUATE <br />PLAN <br />TG <br />FOR F. REQ. <br />PROVIDE 2 <br />O 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/ - TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />HEADER CONN. <br />@ 2nd FLOOR <br />TO HEADER <br />STUDS BELOW HTW20 BASE TO HEADER <br />5 LOWER ROOF. <br />6 <br />2 STORY COL. <br />aQ GIRDER <br />(IF CRIPLLES ARE LESS THAN <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />� 8" LONG NO STRAPS ARE <br />SCALE: 1/2" = 1'-0" <br />REQ'D) <br />o A 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 />PhrCONNECTION 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 10d X 1 1/2" <br />() <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 />2) 2x HEADER SEE PLAN' <br />USP MP3 EACH END TYP. <br />HEADER/STUDS W/ (22) 10d <br />DOUBLE 2x4 <br />FOR OPENINGS LESS THAN 4'4" 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)-10d 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) 10d NAILS <br />(2) - 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2)12dTOENAILS. <br />3" 0/ �c <br />2x CRIPPLES 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@END OF HEADER. SEE <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F48.¢TOp <br />2x STUDS @ 16" O.C. <br />@ <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />TOP SPLICE <br />W/ (2) 12d TOENAILS T/B <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />MAN. <br />E <br />E <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />, <br />(2) -10d TOENAILS AT EACH <br />END OF SILL (MAX. OPENING <br />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) - 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />' <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />8 <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <br />' <br />BUT NOT EXCEEDING 6 FEET, <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />A MP3 CLIP IS TO BE INSTALLED AT <br />PROVIDE 2x4 ON <br />' <br />' <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 />' <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 />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 />@ 3" O.C. 2x4 BEYOND <br />W/ 10d NAILS @ 8"o.c. / �,r� <br />FLOOR DECK <br />& (5) 1/4 TAPCONS. <br />TIE BEAM <br />DOUBLE <br />AGAINST 2x8 <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />CONTRACTOR MAY USE <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />2x8 TOP <br />STUDS PLATE <br />SEE PLAN FOR BEAM <br />10d NAILS & (4) Y"x2Y4" <br />BELOW JAMBS <br />2x8 STUDS 11 <br />2x4 W/ 2 ROWS <br />SIZE & CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN <br />OF 10d NAILS <br />STRAP. EITHER STRAP IS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. <br />@ 2nd FLOOR <br />ADEQUATE <br />HEADER CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />11 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />U'Lf) <br />z cr) <br />0 <br />z to <br />J <br />f1 <br />z <br />V) (D <br />(1) <br /><n <br />U — <br />Ow <br />N = <br />o <br />U <br />dM <br />M <br />w <br />— $0.2o <br />W E <br />C o <br />0 .co <br />2o <br />0 <br />1 <br />�LL <br />Co <br />Q rn <br />Ln$� <br />4 0 <br />B Ds <br />C,4 <br />o ��,itii�E1 <br />N ��pp <br />N <br />00 <br />IN <br />3� N , <br />Z. <br />L.L/ <br />In �• o <br />� t E <br />W <br />�� ua <br />N <br />LL <br />go <br />To the best of the En i/r�r's kn le i orm??�{p ��a d <br />belief, the structural plansIPdpp jfr,�tjgy� lJI ed <br />within these drawings comply w' }}��bId�ias Building <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 />O <br />O <br />z cV <br />01� <br />�,(AM0 <br />M <br />a �n•L� <br />a a U_Ln <br />a <br />Q 0000 <br />� <br />WJ <br />z � <br />CD <br />0 <br />&z <br />WLL <br />W Z d <br />� u'�i<0 <br />a <br />z>Z <br />� <br />Ns z �{µZµµ{uuii z <br />19 p & W <br />�360 <br />rNl <br />Paz® <br />,-a <br />n <br />N <br />Ln <br />W <br />J <br />Q <br />Q <br />he <br />c o <br />.0 <br />z <br />^ w <br />oW� <br />oon. <br />z �o z <br />LUa Q <br />��J_ <br />�98 <br />06 <br />8$W <br />A <br />CW <br />>- <br />zg <br />O <br />�a�g <br />$ ~ <br />z <br />O <br />M F_ <br />> <br />~ <br />OJ <br />z w <br />g <br />z <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />D2 <br />