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,. ' � <,I�. L��/ �,,..:� ; ' , ,: , , ,, ..,. ^ <br /> , ` �I157. Gar.,;c, lor Ilic ;lorer,c uf priv,tc picr,urc cars 167. Dclail: :hou�A bc nrovlded on'rool (Iloor) Jia• ' <br /> shoulJ Lc dc;�gnr.d lur.i n:inimurn 20U0•pound • phraC.��� conncclinns thot inJicatc how Um ;I <br /> whccl load. Seclion 2302 (h). slio�rs .rc lr.n;fcrrcA to vcrtical slic,rresisb <br /> I58. I Livc load si;ns arc r.yuired. Seclimi 2309. Scc � „ Ing cicmenU. Connection_ stmi4A bc jtr.Ghcd i I <br /> .......................................................................... eiilli strucluial c�t:ulilions lor coiripliancc witli i <br /> 159.I G!utddominated lum6cr slmuld bc f,brieolcd in ' allowablc valucs. <br /> accorJancc witl� Seclion .'.511 (q. 1G6. Nailinr for�ypsum 6oard (lacl�, slicathing boird) � <br /> 1GD. lJ:or�aLlc :tress in �lucd•Iaminated mem6cr5 Used struclpr.11y on shca• vralls shoWd Gc t <br /> ovcr 12 inchc, in dcplh shoultl r.on;idcr a :rec�ttoa �o comniy v,�th rat,i� r�o. n�•i. � <br /> depth •educlion IaUur. :rttion 25ll (d) 6. 1G9. Shcar wilL ulilizine �yp;vm hoard (Ia(h, shcath• � <br /> 1W. CoI1cA conneUmn; e:po.ed to the vieaUicr are In� boarcl) canrw: be used fo resist loods inr ! <br /> IimitcJ to 75 percent of thc allar�alac load poscd by m�,onry or tontrelc walls. Footnotc <br /> undcr protecicd eonJdions. U.O.C. Standard 1, Tabic No. 47•I. <br /> tlo. 25•17. _ � <br /> 162. I Anchor,pr. nf concrcle and misonry vialls should 170. Rai�inC.s sliould be designed lo e:ilhslind a 20 ' <br /> ! c�mply v�ith Settion 2s'13. (5U) pound per (ool horizonWl forca Tabie <br /> No. 23 C. <br /> 163. ` R,uood �rades slwnid conform �vith TabINNo. <br /> I ��•B. ]71. Ccilin�; joisls should be desi�ned for total Icad � <br /> 1W. Juslifiwtion is rcauired lhat sul!icient slope or of nol Iess lhan 10 (20) pound; per square <br /> I czmber is avaitablc.to .swrc adequnL^ roof fwt. 'I'able No. 23�C. ! <br /> draina�(c aftcr long time ucllections. In licu of 172. Inlerior partitions should be justi(ied slructurzuy � <br /> Ihis, roofs mu�t bc dcsi��i d for possi6ic pond• for slren�th and dMlection critcria s ecified in � <br /> . , c " � Section 2312 (b). P <br /> 1G5. ['cootorete rrorL.eTh s,dalo s iculd b�ware r!on� _._ I <br /> G O <br /> v.ith juslilyin�data arc required on prestressed 173. .................................................... should comply E <br /> , ' submitted wilh a speeitic ICCO msearch recommendation <br /> and approved prior to orderm� of matr.rial. or juslifying test data should bc .ubmitted in i <br /> Itote lhzt 211 icr,;:�.is should CornFly v:ith Sec• eompii,nce with Section 106. <br /> tion 4303 (cj ;, 1.r firaresistivc purposes. <br /> 7GG. P!e!ding zta or dctails for steel decking us_d ,5 17A. Plans should indieate that toundations eztend <br /> I a dizphragm should bc providcd. Information bclow lhe frost linc. . <br /> Shouid cemply arith a spec4ie IC��� research <br /> recommendalion or test daW submitted in 175. Pro��ide wmptete spccification in conformance <br /> � cumpliance e:ith Section IOG. . v:ith the desi�n for............................................ �. <br /> Additional Corrections: � . � • � � � • • <br /> �r�; - �ao��.2 � c, f.. -;f" ��.�:r_-.i ' . . <br /> . • . i <br /> These shees are a part of lhe plans and;hail remain atWched !!urcto. Correclions as above indicaled wiil be eomplied aith. <br /> I:ecluckcd and Ap�rovcd ...........................:............._...................:............(Si�n ilcrc)..........,................................................................... <br /> . � • f51�na{uro of Owner or ApplicanU • <br /> , Dalo....._._..__...................:...........:..................... � Checked by........................................................_.................... <br /> � . , . <br /> � Ualc. ........................................................................... <br /> . • . t <br /> ii <br /> Shcet Wo.G of G Shccls I f <br /> �T+.�,dih�'.:,i:h? sc�.s> - _ � _ � <br /> . . �. � t'q '�Q_ <br /> 6 i Y�+��(��. <br /> ... . Y:'r... <br /> 1� <br />