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f in as— 2-0 1 FRI 4: 43 DOUGL_AS ENG I NE E R I NG C Zos P_ 03 <br />TABLE 23414-1 <br />TABLE 23-04-2 <br />TABLE 23.11+1—ALLOEAR <br />SAHEEAR WALLS <br />Structural I <br />C-D, C-C <br />Sheathing, plywood <br />panel siding and <br />other grades covered <br />in UBC Standard <br />23.2 a 23-3 <br />PANELS ARUED OSECnY TO FAAMSND <br />NA Well At P" Edged Cl <br />M� tbailu x21,4101 rota <br />fAt NRMkErf too— <br />O■N g 4ri--r <br />■ <br />x 21.41 Wanlrh Senp x 0.2146 Ter lNwn <br />Inn 301) 390 510 <br />11/2 <br />gel <br />2554 <br />280 <br />3954 <br />430 <br />f./g <br />l0d <br />310 <br />510 <br />I /4 <br />6d <br />Igo <br />270 <br />200 <br />300 <br />11/2 <br />gel <br />22 <br />24 <br />3 <br />3 <br />260 <br />15/6 <br />IOd <br />310 <br />ur) <br />460 <br />510 <br />aaWa <br />xa■.4sarina <br />raSRaa <br />sM�IK <br />x0.S1M MINaII <br />Sri2OD <br />7(p <br />390 <br />SIO <br />10d <br />28n <br />430 <br />550 1 <br />730 <br />Bd 180 270 350 45C <br />NOWN0 <br />se0� <br />1 % panel SJtb I114EW 140 210 275 760 & 140r2l;�7�0 - _&UBC 7IIIz 160 240 310 410 101 160 <br />Stamdatd .2 <br />Aed <br />ll pail edged backed with 3i em eM ram/ nominal a wider framing. Panels iIM) pa ell i stalled onilnuds spaced) ASinches Motion) center and)12 inches <br />center <br />slog Inlesntedi to framingt member fa /s-inch (93 ram) arsd fi m values, arms) pane Ping i <br />(305 ram) on ter for erM1er conditions and pinch thickrnsses. These alas are for rho -time muds due to wind a partlpstake and mull be reduced 23 paten <br />for normal lading. by <br />Allowable shun values few nails in framing members of other species sd forth u Division III, Part 111. shall be c� oM f�lll oche but less than 0.49. <br />wd <br />the shear capacities for nails in Structurd 1 by the following raiders: 0.92 for species with specific gravity grc equal <br />0.65 for species with a specific trevitY lest Phan 0.42. dirtiness <br />panels ire applied onboth fees of a wall and rail spacing is less tun 6 inhess (152 min) o cena_r o either side panel jodnt, shall be offset b fall 011 <br />framing members a framing shall be 3-inch (76 mm) nominal or thickerand nails on each side shall be staggcrec . <br />Ila Scismuc Zorses 3 and 4, where allowable shearari ves "teed 350 pounds per for (5.11 N/nun), foundation sail pl: des aid all CTp,ng_nscmber receiving edge <br />nailing from abutting panels shall not be less than a single 3-inch (76 num) nominal menibm and foundation sill pt ties shall not Jess than a singk finch (76 <br />mm) nominal member. to show walls where load wall design shear does not exceed 60D pounds Per foot (9.76 N/mi t), A single 2 inch (51 mm) nominal sill plate <br />"my be sued provided ancisu bolts me designed for a bad capacity of 50 percent a less of the allowable c t at d bolts have a minimum of 2-inch-by-2-uch- <br />by- /1s-inch S51 mm by 51 Mini by 5 ram) tuck plate washers. Plywood joint and sill plate nailing shall be staggered b all cases. el aided <br />4TIe values fa Is inch (9.5 mml and 7116-inch (11 mm) panels applied direct to framsnp maybe increased to vaise5 shown for 15/32-Inch (12 mm) psn s, Pro <br />studs arc spaced a maximum of 16 inches (406 mm) o ¢Mier a panels are applied with long dimension across studs. <br />SGalvanited oils shall be h01-dipped or tumbled. <br />TABLE 2344-2—ALLLOWARLE SHEAR IN POUNDS PER FOOT FOR PARI ICLEBOARD <br />axes aaa ur_ ate rsruarl Ac aR.LARCH OR SOUTHEiiN PINEI" <br />Y NDIMAL PANEL <br />WM M NA L PENETRATION <br />_----- atllgw <br />1Yg alw (tamwn aPANEL <br />des"ranlip" <br />g7 !7MCRRE38 <br />M <br />XnA1■rnsnWmm6d <br />GRADE <br />Isja <br />� <br />IOdS <br />In230 <br />300I30240 313S/a11/2 <br />140270 <br />185360 <br />350M-54■rxlM•24i <br />460 <br />/2 <br />2W <br />305 <br />1 395 <br />520 <br />/g <br />IAII panel edges backed with 2-inch (51 mm) nmrtm a wtOcnrammg. apse la"' ..,,,n.-a.— ....... ... ..... _..... .......... ..... _--- - _ <br />(9.5 mm) pant installed with the log dimension parallel to studs spaced 24 inches (610 nan) o center and 12 itches (305 ran) on center ftrdba condilior <br />and panel thicknesses. These values are for short -time bads duc to wind or earthquake and must he reduced 25 )crccm for normal loading. <br />Allowable shill vsiues for nails in framing meaben of other specks so forth in Division Ill, hart Ill, shall be ealc listed for all grades by multiplying The vales <br />for Commas and galvanized box nails by the following factor: Group IIL 042 and Group IV. 0.65. <br />2 Where panickboard it applied on bah fats of await and ail spacing is less than 6 inches (152 mm) o sentu al cilha side, panel joists shall be o fsd b fall <br />us dilfatol framing member, a framing shdl be 3-inch (76 mm) nominal m thicker and nails o each side shi 11 be daggered. <br />Sln Seismic Zones 3 and 4, where allowable slam values exceed 350 pounds per fool (5.11 Nhoml foundation sill I later and all framing members receiving <br />edge <br />nailing from aborting panels shall nee be less than a single 34ach (76 mm) nominal member and fmmdetio sill hats shall not be less than a single 3-inch <br />(76 <br />mm) nominal member. In shear walis where total wall design shear does nee exceed 600 pounds per fool (9.76 Man), a single 2-inch (51 mm) nominal sill Pl■le <br />may be used, provided anchor bolts are designed for a load capacity of 50 percent or lea of the allowable capacity :ad bolts have a minimum of 2-inch-by-2-ndv <br />by' /16-inch (51 min by 51 min by 5 mm) thick plate washers. Plywood joint and sill plate nailing shall be smgl ered in all Cues. <br />•Product, shall be manufn wooed with exterior glue and shall be Identified with the woLs "Eatenor Glue" followil.g she product grade designation. <br />SFralun¢ at adjoinmg partel edges shall be 3-imh (76 root) noonial a wider and nails shall be staggered! where Ir)d ails having penenmlion into framing climate <br />tors I /s inches (41 nun) me spaced 3 inches (76 mm) or less on center. <br />