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- ,� : • . <br />r I157. I Garoges tor the storaRe ot private plcasure cars <br />Ishould be Cesiynetl for a minimum 2000�Daund <br />r wMeel load. Section 2302 (6). <br />( 1 158. Live load sipns are required. Seclion 2309. See <br />159. Glued-laminated lumber should be labricated in <br />aceordance with Seclion 2511 (t). <br />160. Allowabie stress in glued�laminated members <br />over 12 inches in depth shoulG consider a <br />depth reductio� factor. Section 2511 (d) 6. <br />161. Boited tonnections e�0osed to the weather are <br />limited to 75 percent ot the allowable load <br />under nrotected conditions. U.B.C. Standard <br />No. 25•17. <br />162. Anchorage of concrete and masonry walls should <br />comply with Section 2312. <br />163. PIywood grades should ccniorm with Table No. <br />25•B. <br />164. Justification i5 required that sufficient slope or <br />camber is available to assure adequate rooi <br />drainage after long time dellections. In lieu of <br />this, roofs must be �esigned for possi6le pond� <br />ing of water. Section 23D5 (e). <br />165. Details on slressinq method and hardware along <br />with �ustifying data are repuired on prestressed <br />eonerete work. This data ehoultl he submitted <br />end approved prior to orderinq o1 material. <br />Note Lhat all tendops should comply with Sec• <br />tion 4303 (c) 3, for tire�resistive purposes. <br />]66. Welding dxta or details for steel decking used as <br />e diaphragm should be providetl. Information <br />should tomply with a specific ICBO research <br />recommendalion or test data su6mitted in <br />compliance with Section 106. <br />Addition�l Comeetions: <br />. �I` - • -i . _.-.�_ if <br />. . i�� �� 0./a-F� .. . . , � <br />167. Details should 6e provided on�roof (Iloor) dia• <br />phragm connections tha; indicate how the <br />shears are transterred to verticat shear�resisl• <br />Ing elements. Connections should be justified <br />� with structural calculations tor tompliancc with <br />allowable values. <br />168. Nailing for gypsum boarA (lath, sheathing board) <br />used structurally on shear walls should be <br />apecilied to comply with Table No. 47�1. <br />169. Shear walls utilizing gypsum boarG (lalh, sheath• <br />ing board) cannot be useA to resist loads im� <br />posed by masonry or concrete walls. t�ootnote <br />1. Table No. 47•�. <br />170. Railings shouid be designed to withstand a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23�C. <br />]71. Ceiling joists shoutd be designed tor total load <br />of not less than 10 (20) pounds per square <br />loot Table No. 23�C. <br />172. Interior partitions should be justilied structurally <br />for strength and delle-tion aiteria specitied in <br />Section 2312 (b). <br />�173 . .................................................... should comD�Y <br />with a specific ICBO research recommendatioa <br />or �ustiiyinQ test data shouid be :ubmitted �n <br />rnmpliance with Section 306. <br />174. Plans shouid indicate that foundations extend <br />beiow the frost Iine. <br />175. Provide complete specification in contormance <br />with the design tor ............................................ <br />f•rl-i...� p�..- .�1� --.�p.cr �SC. i�.,�,�- - <br />�r <br />-l-...'.�� - ��... ., � .t%- i' . ' "1 I � ' ' iJ r � i;t _. <br />� � {-, , . . � � , � IP �. ��''- �. ��. . . % ?. <br />�' : 1 <br />These sheets are a part of the plans and shall remain attached thereto. <br />Rechecked and ApProved <br />Dale............................... <br />r <br />Correclions as above indicaled will be compliEd +vith. <br />Here) ................. <br />Checked by <br />Date <br />Sheet No. G ol G SheMs <br />(Slgn�ture of Owner or ApO���ant) <br />