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151. Gara�cs for Ihc :torar,e �( privatc p�casurc cars <br />shmuld bc designcd fnr:� nunimunt 2000�pound <br />vihccl load. Sectiun 2302 (b). <br />I58. I Live load siCns arc r:quimd. Sectiun 2309. Scc <br />159. GIucA�laminated himLcr ;hould bc f,bricalcd in <br />� 2ceoN, nec vriUi Seclior, 2511 (1), <br />1GO.I/,IloviaL�c slress in ��ucd�laminated memLcrs <br />ovc� 12 inchc; in Jr.pth should mnsfAcr a <br />Aepth reduction fzUoc Sectiun 25l] (d) G. <br />]W.ICUled connctlions exposr�d to Ihe vmather are <br />IirnitcA l0 75 percent of thc ��Ilowabtc IoaJ <br />unAcr protccled eond:tions. U.U.C. Standard <br />I7o. 2517. <br />1G2. I hncho�a(;e of concrcic zno masOnry walls ;hould <br />comply r.itli Srdian 2313. <br />163. i Piynood grades �hould conform vrith Table No. <br />25 0. <br />16:. Ju;tification is requircA Uiat sul(icient stope or <br />I e�mLer i, TV. il�b�C.lO assurc adcQuaM roof <br />draina��,e altcr lone limc dcfleclions. �n licu of <br />ihis, wofs rr�ust be designecl tor possible pond� <br />ing of walcr. Sectien 2305 (e). <br />IGS. I Defails on stres.+ine muthnd anA hardwaic alon� <br />Iv+ith juslifying deta are requi�eA on prestressctl <br />conuele v;orY.. This dala shoultl be whmitted <br />xnd� approved prior to orAerin�; o( materizl. <br />I:ote ihal all Icndon; shoUld comply with SeC• <br />fion 430i (c) 3, for firrresistive purposes. <br />IG6. I 1';ciding data or Aetails for steel ciec4.ing u,ed as <br />a diaphra��m should be provided, inform?tion <br />56ould mmply with a specific ICBO mscarth <br />�recornmenAzlion or test da12 submittcA in <br />compliancc v6th Section ]OG. <br />Additional Currnclions: <br />�/ <br />:� <br />1G7,I Uctails should bc proviAed on'rool ploor) dia- <br />. I� P���� C.�n eonneelions thol inJiwtc how lhc <br />Shoars arc tr, n;leneA to verLcal ;hcar�rrsisb <br />Inp elemcnL•. Conne[(wns should be justdied <br />wilh slruclural cal[ulitions for compliancc wilh <br />allowaLlc values. <br />]G8. tJailin(, lor gYpsum I:onrd (I, tli, shcalhing board) <br />Used sfructurally on �h��r wails should be <br />Spe[ilicd lo mmply vii�h Tahlc Wo. 47.1, <br />7G9. Shcarwnlls ufi:izing gYpsum I�oard (lalh, shcath� <br />inC board) cannot bc uscA lo resrst loads im� <br />poscA by masonry r,r mnactc wails. Footnotc <br />], Tahlc No. 47�1. <br />170.I Railings should bc desienrd lo wilhst, nA a 7.0 <br />(50) pound per 'oot horizontal torca Tablc <br />fJo. 23 C. <br />]%1. Cciling joists sfiould bc dCSiGned lor total load <br />of nnf Iess lhrn 10 (?_0) pounJs per squarc <br />tool. 7'ahlc IVo. 23�C. <br />ll2. Inlcrior partifions shoWJ be justHied strucWraily <br />for st�ength and defleelion eriteria sprci(i=d in <br />Seclion 7.312 (b). <br />]73. ...:.. . ... should comply <br />wilh a specific ICL'0 rescaiN� recommendation <br />or justifyin� te,t data showd bc submitted in <br />compliancc with Section ]OG. <br />77A. Plans should indieate that loundations ca;end <br />bclow lhe frost line. <br />175. Provide complete sneci(ication in eonformanee <br />vrith tlic CesiEn (or ........................ <br />� <br />✓�� 1. P��AS.� .i : _ _i..� ��i ! t , . . <br />— � ! 1 ( �'. 41 � <br />� �,1• � L^� _ F,� .. � . .. <br />' 1 . <br />y — PI� `. 1 . I' <br />✓�'y. i�����1� Sli��' SL� I�v �1 �f. � <br />� � �4 , ' <br />lhese sheMs are a part of ihe plans and shall remain a(WcheA Iherelo, f,ormctinns as aLove indiw;cC xill be complied .vitli. <br />ReNircked ar.d Approved <br />Uatc <br />.............................(Slgn Hcrc) <br />ChecLed by <br />Dalc ........... <br />::hecl Wo. f of 6 :;hecis <br />. ._. _--------- ...................... <br />(Slgna�vm of Owner or Apylicanq <br />� <br />