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WPoT(EN DIMENSIONG ON THIS DRAWING SHALL HAVE PRK.ED@IGE OVER SOPLED DIMEIGIONS. <br /> GONIRALTOR SHALL VERIFY ALL DIMENSIONS,LOIbIT10N5,ETC.PERTAINING TO TIE WORK <br /> BEFORE PROL®ING.TIE OWNER MJST BE NOTIFIED OF ANY VACATIONS FROM TIIE <br /> 15o!L N5 AfOpR CONDITIONS GHOHN dtl THESE DRAWINGS.A 91 TH VWNA SHALL L <br /> RESOLVED BY THE OWNER PRIOR TO PROCEEDING W TI THE WORK,OR THE CONTRACTOR SHALL <br /> AccEPr wu RESPON5IB1utt FOR THE cost ro ftEcnFY SAME. <br /> Ma A'.ISTENE..I <br /> iC E <br /> SHEAR WALL SCHEDULE <br /> PM 80 2010 <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR H1AL1.MATERIALS, A E .A FJEASON <br /> NAILINS,ANCHOR BOLTS,AND HOLDOHNS.LOLATE HOEDOWNS AS LLOSE A5 POSSIBLE TO THE END STATE OF WASHINGI'ON <br /> OF TIE DESIGNATED WALL <br /> ALL HOLDOWIS, <br /> HOT ANCHOR BOLTS,WASHERS,<NAILS IN CONTACT YWTH P.T.hODD TO BE <br /> DIPPED GALVANIZED. <br /> PI = ONE SIDE PLYWOOD Eo HeAveR e a o.c.e.W <br /> P2 = TWO SIDES PLYWOOD eND wAL�s <br /> NAIL SPACINS SILL BASE — <br /> MARK TAG' TOP 1 es.BL C. PLATE PLATE VALUE VALUE <br /> PLYHO. ED6E5 FIELD PLATES Fmolo. ANCHOR BOLTS NALLINS MVLN (NAP) <br /> PI-6" Bd b" 12° b° 2x4 5/B"•4B' (2)16d O 10" 225 255 <br /> PI-4' 6d 4" 12' 4" 2x4 5/8'O 33° LL <br /> (2)16d a T' 335 395 W ry <br /> Pld°• 8tl 3' 12° 3' 5x4 5/B'•34" (2)Ibd aV 416 305 coM+ECT vLrwooO z r <br /> ea w.ILs•a"o.c. 1L v J <br /> PI-2"• Bd 2' 12" 2" 3x4 3/4"a 24' M 16d a 5' 544 610 .I i Hew�p •F�TE'� r :'+ <br /> P3b"• 8d 6' 12' b" 5x4 51"a 34" (W Ibd.5" 446 510 : P:A O rl <br /> -4" Btl 12" 4' I• 4' 5x4 3/4'a 1" 0)16d a 5" 65D Tq0 %A <br /> P2 :'MIN.�Mo e�imG.P2�°• Bd 3" 12' 1 3' 1 34 W <br /> - <br /> 5/4 <br /> 6 0 5- 1o10 d 3 <br /> O q <br /> P2-2'• Bcl 2' 12" j 2' 1 3x4 3/4'OWU D' (4)16d a 4" 1088 IITO �)a4 yERTIG L.5 d <br /> •N TE-HALLS WITH UNIT SHEAR OF 351WK.OR GREATER SHALL HAVE FRAMING MEMBER$(STUDS t PLP,TE51 tf4 HO i�lAl�s nnn iNG r^ �I y <br /> A INS PANELS NOT LE55 THAN 3X MEMBERS(PER IBC 2015 TABLE 25063)OR RIZ.® To LACH v <br /> DOUBEE 2z(PER IBC 2015-SECTION 2Wb3 fOoN U.3X FRAMING WILL BE NOTED ON PLAN. 12"o.c. 1c Q <br /> MND51LL DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANE.EDGES "s':o la•Aa. <br /> NOTE,HEM-FIR VALUES HAVE BEEN AD,p15TED AOCORIN6 TO IBC TABLE 23063 FooNo[e a.(3) <br /> SFELIFIC GRAVITY ADNSTMENT FACTOR•[I{OS-5G)15G FOR HEM-FIR•.43 FER AFt A[I-(05­.43)1_.q3 T Mam NT 1 <br /> N ] <br /> I. USE POWER-DRIVEN STEEL 57UM AND NAILS SY HILTY OR RAMSET WHERE APPLICABLE. 2 <br /> 2.PLYW MAY SE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. '_._.. <br /> 3.SOLID BLOCK WITH JOIST HIDER INTH M SHEAR WALL5. <br /> SHEAR WALL NOTE5 .FOOTNG <br /> TAb"05B OR PLYWOOD SHEATHING-USE Btl COMMON OR GALVANIZED NAILS.BLOCK ALL PANEL <br /> EDGES.LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY.NAIL•1V O.G.TO ALL <br /> INTERMEDIATE 5T XS.WHERE 3"NAIL SPACING 15 5PECIFIED AT PANE.EDbr5,USE 1-1/2.Bd HIGH STEM WALL <br /> SITYJRT NAILS oft 3X STUDS WITH IOtl COMMON NAILS.FOR 2'NAIL SPACIN5,USE 3X STUDS (STHD 14) <br /> AND 5TAb6Eft PANELS.WHERE PLYWOOD IS 2 SIDES OF WALL,JOINTS TO FALL ON O LATERAL RE5TRAINT PANEL <br /> SEPARATE STUDS ON EACH SIDE.. SEE 6ENER.4L NOTBB FLOOR RYV✓J'OD-USE 6d 4'O.C.N NAILS o to.EA O.G.AT <br /> INTBiMEDIATE SUPPORTS,6"O.G. 'xALe <br /> AT ALL PANEL EDGES AND 4"O.G.AT ALL SHEAR WALLS,UNLESS OTHERWISE SIOWI GN PLANS. <br /> FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALL5 SHALL BE <br /> 0P695 BLOCKED AT 45"O4,a ED5E5 W/(4)IOd NAILS FOR THE FIRST BAY. <br /> 3'x 3'x 1/4'SWARE WASHERS AT ALL ANCHOR BOLTS. <br /> STAPLE SGHEDULE <br /> TAW CSB OR PLYWOOD SHEATHING <br /> ALLOWABLE SHEAR VALUES <br /> Ily Ib gxp STAPLES-DF N2 STWS IYs Ib gaga STAPLES 112 STLO5 <br /> b"oA.-135 */ 6"o.C.-127 N/ft. TYPE PER PLAN- O <br /> 4"o.c.-alo N/Pt. 4"o.c.-IBB N/ft. REFER TO SHPAR <br /> 3'oc.-310 N/k. 3"0.0.-254 NN/k. SGHEDULE FOR <br /> 2' 2'ot.-325 /ft. PLATE NAILING t 2X STUDS O — <br /> EpGE NAILING Ib"OL. <br /> FIELD SPAOIN6�12"O.G.NAILS!STAPLES. PLYW . PLYWOOD SUB- 2X STUD/SHEAR WALL; <br /> SUB-FLOOR FLR.5Y5. FLOOR NAIL PER PLANS;SEE <br /> PER PLAN PER PLAN SHEAR WALL SGHEWLE. <br /> INSTALL 51MPSON HOLDOIN6 ORE H LE 2 THE END OF SHEAR WALLS FLOOR J 15T BOTTOM PLATE NAILING <br /> WEN SHOWN ON DRAWINGS.TO T5.ATTACHUSE 2X OR 3X VF N3 GONSTRIICTION GRADES AS PER PLAN PER SGHEDULE TO 2X <br /> 5HEAR WALL BOUNDARY ELEMENTS.HOLDOVNS ARE ONLY RE01/1RED WHERE SHOWN ON PLANS. RIM JOIST <br /> (3)BT TOE NAIL <br /> JOIST TO TOP NAILING PER SHEAR PLATE yL <br /> WALL SGHEDULE <br /> DOUBLE SOLID X BLOCK <br /> 4X FOUND.BEAM BLOCKING AT 2 <br /> PER ju <br /> PLAN BEARING <br /> 16d TOENAIL®b"o.c. <br /> TO TOP PLATES <br /> 5HEAR WALL WITH 2X sTvv/SHenR WALL; V <br /> E5EARING E5EAM ESELOW NAIL PER PLANS;SEE ul O <br /> 5HEAR WALL SGHEDULE. <br /> zxi- <br /> HEAR WALL TO FLOOR 1:;)E7AIL5 OP f5ET INTERIOR ® ~ (n <br /> C NOT TO SCALE � 5{-+EAR WALL o <br /> NO SCALE L <br /> a. <br /> IOd®4"Oc.-ROOF data: 04-15-21 <br /> SHEATHING TO TOP IOd a 4"0.0.-ROOF v]armit: <br /> CHORD TRU55. SHEATHING TO TOP 1� <br /> CHORD TRUSS. <br /> PLYWOOD ROOF TRU55 OVER rovlalons: <br /> SHEATHING S.W.TO HAVE PLYWOOD ROOF <br /> BLOCKING AT SHEATHING <br /> Ib"O.G. <br /> TRUSSES TRUSSE5 <br /> PER PLAN PER PLAN <br /> 2X NAILER- <br /> NAIL TO BOTTOM <br /> ®HOBO W/Ibd <br /> CLIPS CONTINUE <br /> PLYWOOD 0 24" 5HEAR WALL drawn by AM <br /> o.c. TD IMF ch®cicad by:MRA <br /> 2 ROWS 16d S�'1�E=T <br /> NAILS o 6"o.c. Ibd®4"o.c. <br /> PLYWOOD TO PLYWOOD TO <br /> TOP PLATE NAILER <br /> SHEAR WALL <br /> PER 51AR WALL <br /> SGHEDULE PER Q� <br /> SGHEDULE � I <br /> ®SHEAR WALL PARALLEL TO TRU55 <br /> NO SCALE <br />