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A�e <br />��'" � . <br />H <br />157. <br />156. <br />159. <br />160. <br />ic�. <br />162. <br />166. <br />GaraCes tor lhc slor. gc ol privatc plcasurc cars <br />shoWd bc designed for a mininmrn 2000�pound <br />whccl load. Scclion '1.302 (b). <br />Livc load siCn; , rc iequired. ScUion 2309. Sce <br />.......................................................................... <br />G!ued�laminated lumbcr shoidd 6c fabricated in <br />accorJancc wilh Seclion 2511 (I). <br />l.Iloviablc slress in C���ed��aminated mr.mbcrs <br />ovcf 12 inchcs in Jcplh should considcr a <br />Jepih redudion faclur. Section 2511 (d) 6. <br />Eclted eonnections exposed to the vrealher are <br />limited l0 75 p^rcent ot thc allowablc load <br />unJer protected conditions. U.U.0. Standard <br />(!o. '[5�17. <br />Anchoruec of toncretc and ma;onry walts should <br />comply r.ilh Seciion 2313. <br />Piy:�ood grades should conform with Tablc No. <br />'e5�I3. <br />Justification is required ihat sutlicient slope or <br />cam6er is avail�blc.to assure adequate roof <br />drainaE;e aker �ong timc deflections. In lieu of <br />this, roofs must be desiCned for possible pond• <br />ing of watcr. Section 2305 (e). <br />Details on stressing method and hzrdv:are zlon� <br />with justifying data are required on prestressed <br />eoncmte work. This dala shoutd he submitted <br />and -approved �rior to orderin� of malerial. <br />17ote thal all lendons ,hould comply vrith Sea <br />tion 4303 (c) 3, (or fire�resistivz purposes. <br />\'lcidine dala or detaits for sleel decking us_d as <br />a diaphragm shoul<i bc provided. Information <br />should compry with a specific IC�O researeh <br />recommendation or test da;a submitteJ in <br />compliance e�ilh Section 106. <br />Additional Comctions: <br />7hesc shcets are a part of thc plans and shall remain att¢ched �!icrqto. <br />1G7. Dclai�s shoWd bc provided on'roof (Iloor) d�a• <br />� phraem conncdions thal iadicatc how lhc <br />shoars arc transfcrred to vcrlic, I shr.ar•reSisL <br />In� cicmcnls. Connection� should bc justi(icd <br />� wilh strudural calculations for compliancc with <br />allowablc vaWes. <br />1GC. fJaifng far g�p;um 6oard Qalh, shcathing board) <br />used struclurally on shear v+alls should Lc <br />spccificd to mmply vrith Tablc No. 47•I. <br />169. Shcar walls utilir.inr gypsum hoard (lalh, sheath- <br />inC board) cannot bc used la resist loads im� <br />posecl hy masonry or concrete vialls. Footnote <br />7, Table No. A7•I. <br />170. Hailin�s shouid be desiEned lo wWislr.nd a 20 <br />(50) pound per loot horizonWl forcc. Table <br />No. 23•C. <br />171. Ccilin� joists should be designed for lotai lead <br />of not Iess than ]0 (ZO) pounds per squnre <br />foot. 1'able No. 23�C. <br />172. Inlcrior parlitions shoWd bc juslificd struclurally <br />for slrenGth and dellection triteria specified in <br />Section 2312 (G). <br />173 . .................................................... sliould comply <br />with a spacific IC60 research recommendaUon <br />or justi!yin� icst data should be submitted in <br />compiiancc with Section 106. <br />174. Plans sliouid indicate that foundations extend <br />bclow the frost linc. . <br />175.I Provide complete specitiwtion in conformance <br />wilh tiic desien (or ............................................ <br />� <br />Correttiens as above indicated wili ue eomplieA .vith. <br />Recl�ecAed ard APProved ............................:...............................................(Si�n liere) .. <br />Dalc <br />Checked by <br />Ualc <br />Shcct No. G of G Shccls <br />(SICn, luro of Ormer or Appiicanq <br />