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1 REVISIONS 1 <br />4'-O" MIN. ·LAP (2) 16d / STUD 4119 1.14 <br />LAP TOP PLT.16d 0 16" O.C. <br />@ STUD <br />MAX <br />4X4 <br />HDR. <br />MIN. <br />PROVIDE 1*6 LET-IN <br />BRAG (IF NO SHEAR <br />WALLS OCCUR) 0 60 <br />MAX. 0 45° MIN. W/ <br />(3) 8d EA. END & EA.16d 0 24" <br />O.C.FACE (3) 16d E.N.STUD BRACE EA <br />NAIL TYP.CORNER 0 25' O.C. MAX. <br />PROVIDE 2X FIRE <br />2X TRIM'R &(2) 16d E.N. <br />KING STUDS <br />BLOCK WHERE WALLS <br />TO 2X SILL <br />O JAMB TYP. <br />EXCEED 10' H. & AT ALL <br />CL'G & SOFFIT LINES <br />2X STUDS <br />O 16"0.C. <br />2X P.T.D.F. SILL PLT. <br />(2) 10d T.N. 0 W/%" DIA. ANCHOR <br />EA. SIDE STUD BOLTS W/ 7" EMBED'T <br />TO PLT.PER FOUNDATION PLAN. <br />PROVIDE A. B. <br />0 6'-0" O.C. & 472" <br />MIN. / 12" MAX. FRM. <br />Sit.L END <br />EXTERIOR BEARING WALL <br />FRAMING <br />--F - BORED HOLES MAX 40% OF STUD <br />WIDTH e BEARING WALLS. 60% MAX. <br />e NON-BEARING WALLS. <br />%" MIN. <br />NOTCHES- MAX. DEPTH 25% OF STUD <br />WIDTH O BEARING WALLS 40% MAX. <br />o NON-BEARING WALLS. <br />STUD <br />1 OF STUD 2X4 2X6 2X8 1 NOTE: NOTCH & BORE 4 <br />NOT TO OCCUR ON SAME <br />STUD WITHIN 36" OF <br />EACH OTHER. <br />BORED OR NOTCHED STUDS NTS <br />OUTER 1/3 MIDDLE .1/.3 OUTER 1/3 <br />AT TOP OR BOT NO NOTCHES AT TOP OR BOT <br />ALLOWED U.N.O. <br />0 <br />toi1 1 /01 <br />OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING <br />1 ' OF SPAN OF SPAN 2 OF SPAN- ONLY 1 <br />AT TOP OR BOT NO NOTCHES AT TOP OR BOT <br />ALLOWED U.N.O.SHEAR W <br />MARK WALL TYPE <br />LfRLILLL13 74* STUCCO OVER PAPER BACKED LATH W/16 GA <br />PLATES, EDGE OF SHEAR WALL AND ON FIELD (IC( <br />61&01 10 BELOW. <br />BORING 1412. PLYWD STRUCT i PLYWD OR O.S.B. W/ Bd N# <br />BORE DIA.FIELD TABLE 2306.3 2010 CBC, 2009 IBC NOTE <br />MIN.2" PLYWD STRUCT 1 PLYWD OR O.S.B. W/ 100 N <br />FIELD (TABLE 2306.3 2010 CBC, 2009 IBC) NOTE <br />104* PLYWD STRUCT I PLYWD OR O.S.B. W/ 8d h <br />2*6 2X8 2*10 2X12 2X14 A FIELD TABLE 2306.3 2010 CBC. 2009 BC NOTE <br />OF JOIST i <br />1 052" PLYWD STRUCT I PLYWO OR O.S.B. W/ 8d NA <br />TABLE 2306.3 2010 CBC. 2009 IBC NOTE 1, 3,5 <br />932" PLYWD STRUCT I PLYWD OR O.S.B. W/ 84 NA <br />TABLE 2306.3 2010 CBC, 2009 IBC NOTE 1,3,5 <br />BORED OR NOTCHED JOISTS 42" SmucT i PLYWD OR O.S.B. W/ 1Od HAILS O <br />NTS A 3X STUDS TABLE 2306.3 2010 CBC. 2009 BC NI <br />WAT're• <br />1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FR <br />3-*ICI <br />BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES RED. <br />9 & 10, AND 3X SOLID BLOCKING FOR WAU TYPES 11. <br />12, 13, & 14.6. WHI <br />WALL <br />2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED EITHER mut, MANEL Juint!, DMALL em Urrpt# iv PALL 1 ....TO 80TH SIDES OF WALL, DOUBLE THE NUMBER OF ON DIFFERENT FRAMNG MEMBERS OR FRAMING SHALL 11. USE COX. CC OR STD SHTG IN UEU OF STRUCT HBOLTS. BE. HALF THE 0/C SPACING)BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHERSIDE SHALL BE STAGGERED.SPEOES MAY REQUIRE CHANGES <br />3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL Scale 1/£.1 L g <br />7. ALL CONTINUOUS EXTERIOR FOOnNG TO HAVE 4£ XPLATES AT FOUNDATION (CONC, SLAB ON GRADE ONLY 100 A.B.*S O 48*O.C. UNLESS OTHERWISE NOTED ON 12. AT EXISTING FOOTINGS USE SIMPSON *SET-XP" <br />. NOT RE® O RAISED FLOOR FOUNDATION)PLANS.EPOXY BOLTS PER SCHEDULED SILL BOLNNG,EMBEDED <br />8". PER ICC# ESR-2508 WITH SPECIAL INSPECTION.Drawn < 6 G <br />4. PAPER BACKED SELF FURRING EXPANDED METAL 8. AT 3x SILL PLATE USE (2) 20d BOX END NAILS ATLATH *1TH ICC APPROVAL la PERIODIC SPECIAL INSPECTION REQUIRED ON WOODSTUD TO SILL PLATE CONNECTION IN UEU OF (2) 164 SHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUAL Job <br />NAILS PER LINE 8 OF TABLE 2304.9.1 (ALT: PROVIDE TO 4* O.C. <br />SiMP. A34 AT SILL TO STUD) <br />Sheet 2& <br />01 66 sheats <br />m <br />r <br />5 <br />4 <br />.. <br />:A , <br />i <br />. <br />0 , <br />A <br />m <br />r <br />m m <br />D <br />D I..0 - <br />ppoll El <br />D .m- .0 <br />00 <br />A <br />D 0 :0 . <br />24 X 36 PRINTED ON NO. 1000H CLEARPRINT®