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MINIMUM 24 IN.UCTURALPA ,o <br /> STRR321N. <br /> I sa s�e�maE �, <br /> SHEATHING FIBERS <br /> CORNER RETURN <br /> Parvr TSteoNSIWSF[x 180 NAa13X'n 0.191 ORIENTATION_UNWAL OF STUD MAY VARY SEE <br /> ` I jwnTaTENOFar AT 121N.O.C. <br /> /ACCOItOANCEV�DCHMIER]RERAN <br /> //. _ I aw'x 'wwzEowaswrdW vMEy . <br /> OPTIONAL NONSTRUCTURAL <br /> FILLER PANEL <br /> ® <br /> FEE] <br /> —�—— C: avwwm neer vlfAee«e ' meneveN roe.irr i / 9EE TABLE R8029(1) SiRCWUCTI�1RA�l <br /> Elli 9EE TABLE R802.3(1) FOR FASTENING SRAOED WALL <br /> Y FDR FASTENING <br /> 9 �, rRAw,m.N� I eNeLErAIE � <br /> i R; oTM pnm No�pAs unwa, rxAxE,p¢ra� rN1 { sEATwy (eI OUTSIDE CORNER OETAa <br /> Wl.v �I I CONeiMfeTM k'�. <br /> g�oll r/�I LL MIN lelcixa e+. —TAa.Es 1 x <br /> ------------ -- ---- L <br /> CONTINUOUS WOOD <br /> v+E+. <br /> SEE <br /> OF STUDS MAY VARY. SM STRUCTURAL F BEERBOARD <br /> East Elevation <br /> �1re ,I SEE FIGURERW232) BRACED HALL LINE <br /> t amiKrp�"pp 1 <br /> uc,pce0.m Rn <br /> — FRONT ELEVATION <br /> -- 180 NMN(3X'x 0.131 <br /> AT 121N O.C. SEE TABLE R802.3(1)FOR FASTENING <br /> GYPSUM WAU.BOARO AS <br /> INACCOWIREDAIDHJ9TALLED <br /> INACCORNEL WITH SEE TABLE R802.3(1)FOR FASTENING ' <br /> Wall BracingDetails <br /> I' MINIMUM 2A IN.WORD <br /> - No Scale STRUCTURAL PANELSHEATHING <br /> OR 321N.STRUCTURA <br /> FIBERBOARD CORNER RETURN i <br /> a)INSIDE CORNER DETAR. <br /> i Qh 1 <br /> P Q0 <br /> LCL <br /> SEE.pEThlL A5014—: FoR NAlu14,5 <br /> m (�" RbQM`I STRAPS$ ANGNotz BoL1S fB° <br /> South Elevation <br /> L_- <br /> F-. b9 OKIc, JKYA�GuoR f <br /> BOLTS Ism G�I�T I <br /> 41 - <br /> a� she kNCNOR . <br /> I <br /> DETA L-4430ve r r u <br /> m ���8 ��� 5 d �jI-0'I IA 0 Z� <br /> cJ ���— <br /> &t9II East Garage Wall Framing <br /> 11 FPD <br /> IoN -------- _ 1/4" - 1' 0" <br /> , ----- - , - - <br /> West Elevation c3� bls? <br /> i <br /> i <br /> - {1 - ---- Wall Bracing Layout <br /> 381"Etsr R1o6E <br /> I No Scale <br /> BRACED WALL PANELS <br /> Unless otherwise noted on the plans,Braced Wall Panel requirements will be by IRC(IRC R602"10)for the new construction area. - - <br /> �� Structural panel sheathing minimum 3/8"on all new exterior wall surfaces.CS-WSP will be along the south wall and CS-PF continuous portal frame ; <br /> sp with hold-downs will be along the east side(garage front)following Figure R602.10.3.3.Sheathing will extend from the sill plate to the top plate. <br /> Sheathing along the west wall may be 3/4"Structural I Plywood to match existing wall dimensions.The continuous sheathing along the south wall <br /> - ---- - - - - - - will follow the connection criteria of Table R602.10.4.1 with 6d common nails at 4"spacing along panel edges and at 12"spacing at intermediate 520 Home Place <br /> ® N supports.The same nailing criteria will be provided for the structural panel along the west wall. <br /> The nailing and connection details for the garage end wall CS-PF will follow the prescriptive requirements of Figure 602.10.33.The required tie- <br /> - downs will be SIMPSON Strapholder STDI4RJ with an allowable load of 44301b.A header tension strap,minimum 1000 lb capacity will be Residential Addition <br /> provided at each jackAing stud location.The tie-down devices will be installed in accordance with manufacturer's recommendations. LO en St Karen Sand <br /> --- The interior braced wall panel noted on the plans follows GB Method 5 Table R602.10.2,min W'gypsum wallboard fastened with 5d cooler nails <br /> " and horizontal blocking 8'min length,per IRC Section 602.10.3.The gypsum panel will extend from the sill plate to the top plate.The <br /> North Elevation garage/laundry wall will be covered with S4"gypsum wall board entirely up to the roof line. August 21, 2012 Page 5 of 6 <br /> Sill anchor bolts h"diameter will be provided 6'O.C.,minimum two bolts per panel,3 V2"min/12"max from edge,and 7"embedded in concrete. — <br />