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C <br />157. Garages lor thc sloragc o( privatc pleasurc ears <br />should bc desig�ed for a minimum 2000�pound <br />whcel load. Section 2302 (b). . <br />158. I Livc load si�ns arc requimd. Seclion 2309. Sce <br />159. I Glucddaminated lumber should 6e labricated in <br />accordance with Section 2511 (1). <br />160. I Allowable stress in �lucd�laminated members <br />over 12 inches in depth sliould consider a <br />depth reduction factoc Seclion 25.1 (d) 6. <br />I61. Bolled conneclions exposed to the weather are <br />limiled to 75 percent af thc aliowablc load <br />uoder protected conditions. U.B.Q Standard <br />No. 25•17. <br />1E2. ' �nchora�e of contrete and masonry walls should <br />__ eompty vrith Seetion 2313. <br />i63. i Plywocd grades should conform wilh Tablc No. <br />25�8. <br />164. I Justificatiun is mquired lhat sufficient slope or <br />tamber ,s availabie to assure adequate roo( <br />drain:+�c a(ter long time deflections. In lieu of <br />Uiis, roofs must be desi�ned for possible pond• <br />ing of water. Section 2305 (e). <br />165. Details on stressing melhod and hardware alon� <br />wilh justifyin� data are required on prestressed <br />concrele work. This dala should be submitted <br />and app�oved prior to orderin� of material._ <br />Note ihat all tendonc should comply with Sec <br />tion 4303 (c) 3, for fire�resistivc purposes. <br />]66. I�'leidin� d�la or details (or sleel decking used as <br />a diaphragm should be provided. Inlormation <br />should comply with a speci(ic IC�O researeh <br />recommendation or test da(a submitted in <br />compliancc with Section 106. <br />Additionai Corrections: <br />167. Delails shoulA Ge provideC on'roof (Iloor) dia• <br />�' �� phragm conneclions Wat inditate how the <br />'� shoars arc transfened to verticai shcar�resist• <br />, ing clemenl,. Connections should be justi(ieA <br />�' with structural colculations (or compliancc with <br />"J allowablc valucs. <br />�� � 1G8. Nailinp for gypsum boarA (IaUi, shcalhing board) <br />used structurally on shcar walls should bc <br />speeilicd to comply witli Tablc No. A7•I. <br />IG9. Shcar walls ulilizin� �ypsum board (lath, sheath- <br />in� Loard) cannot be used to resist loads inr <br />posed by masonry or concrete walls. Foc;note <br />� 1, Tablc No. 4'/d. <br />170.� Railings should bc desiEned to �ailhstand a 20 <br />(50) pound per fool horizontal force. Table <br />No. 23•C. <br />]71. Cciling joisis should bc desi�ned for lolal load <br />of nol less than 10 (20) pounds per square <br />foot. Tabic No. 23�C. <br />172. Inlcrior partitions shouid be justified slructurally <br />1or strength and def�ection triteria specified in <br />Section 2312 (b). <br />173 . .................................................... should comply <br />with a specific IC80 research recommendation <br />or justifyin� test data should be submitled in <br />compliancc with Section 106. <br />174. Plans ;hould indicate that toundations ezicnd <br />beiow lhe Irost linc. . <br />175.I Providc complete specification in conformante <br />{ witli lhe design tor ........................................ <br />a <br />Nnr-e,��c,aPP<_P� r=,�,.,�,,.-.•p,e_. . . <br />These sheets are a part of Ihe plans and shall remain atlathed lhereto. Correclions as abwe indiwled wiil be complied eith. <br />Reclieckedand Approved ...........................................................................(SiCn liere) ..........,...: <br />............................................................... <br />� (SlgnaWro ol Owncr ar Applicanq <br />Dato <br />Checked Ly ..... <br />Datc <br />Slicet No. G of 6 Sliccls <br />�� <br />