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� � . ' � � . � . ' . . •. •.� 1 <br /> . ♦ . . . . , . . . . � .4 <br /> � <br /> - irvate plcasure care � 167. Detaiis shuuld be provided on'roof (Iloor) dia• <br /> 157. Gareges t�r the slorage ot p � \� hra m mnnections that indiwte how the <br /> should be designed for a mmimum 2000•pound sheags are trensferred to vcrtical shearresisb <br /> wheei load. Section 2302 (b). in� elemenis. Connections should be justitied <br /> ( 158. Live load si ns are re uircd. Seclion 2309. See ,! \ ' with structural calculations tor compliance with <br /> •��Q �-�-•••"""""""" allowable vatues. <br /> ...............8........... ............... <br /> __--- <br /> � 159. Glueddaminated lumber should be fabricated in ' <br /> accordance with Section 2511 (q. ���,�� 1�' Nused st uctunllybonrshear walle shouldarbe <br /> - 160. Allowable stress in Glued•laminated members \ specified to comply wiUi Tabie No. 47•I. <br /> over 12 inches in depth should consider a <br /> depth reduction factor. Section 2511 (d) 6. 1�g, Shear walls utilizing�ypsum board (lalh. sheath• <br /> ing board) cannot be used to resist loads im- <br /> 161. Bolled connections exposed to the weatlier are osed b mason or concrete walls. Footnote <br /> ' limited to 75 percent o( the allowable load j 7able No. 47•lY � <br /> under protected conditions. U.D.C. Standard <br /> No. 25•17. 170. Railings should 6e designed to withstand a 20 <br /> 162. Anchorage ot concrete and masonry walls should 50) pound per toot horizontal force. Table <br /> comply with Seclion 2313. No. 23•C. <br /> 163. Plywood grades should conform with Table No. 171. Ceiling joists should be designed fo� total toad <br /> 25•B, oi not Iess lhan 10 (20) pounds per square <br /> 164. Justification is required lhat sufficient slope or fooL Tabie No. 23�C. <br /> camber is availahle to assure adequate roof . <br /> drainage after long time deflections. In lieu of 172. Interior partitions shouid be justi(ied structurally <br /> this, roots must be designed tor possible pond- tor strength and dellection criteria specified in <br /> ing of water. Section 2305 (e). Section 2312 (b). <br /> • 165. Detaiis on stressing method and hardwarc along 173 .......... ..... should comp�y <br /> with justitying data are required on prestressed <br /> wilh a specific ICBO msexrch recommendation <br /> concrete �.vork. This data should be subrnitted or justif in test data shouid be submitted in <br /> and approved prior to ordering of material. y �' <br /> Note that all tendons should comply with Sec• eompliance with Section 306. <br /> tion A303 (c) 3, tor tire•resistive purposes. <br /> 174. Plans shouid inAicate that foundations extend <br /> . 166. Weiding dxta or details for sleel decking used as below the frost line. � <br /> a diaphragm should bc provided. Information <br /> should comply with a specific ICBO research 175. Provide complete specification in conformance <br /> recommendation or test data su6mitted in with thn design tor............................................ . <br /> compliancc wilh Section 106. <br /> , Additional Corrections: ' . � ' � : <br /> • .� ,��, , � - r�, r � <br /> � ,p_ < �in�� �? .�i•-`� -�. , F.i' ` i'- : i �: <br /> � � � , <br /> � � � -�'1 � '� ' ' Z � CiSY.- " ��c' • i� - .r.l <br /> : � ' .� �. -`N.��i iZ �( '_ <br /> . �� l <br /> 1 <br /> ' , f <br /> � _If <br /> Q. „ n�, � ` �,. <br /> - � � ` �--fl�<--�--� - .��� <br /> i .. .,..w,„ � i.�n"� .- <br /> _ "t / 1 r . _ K `..`i�'.'+T.. <br /> ' i?�a+-t't�r--j=-+'�.��. ! ��- r=..r.P�—^'.�'.r� .-+c-;'J�R:� ,.-,-+_ <br /> A .� <br /> These sheels are a part of lhe plans and shall remain attached thereto. Cnrrections as above ir.Aicated will 6e complied ++ith. : <br /> � . . � .................._. <br /> �....... Si n Herc) ......................................................... <br /> Rechecked and APPro•ded .................................................. ................ ( C � <br /> , (SIC^ntum ol Owner or AOGlicanU <br /> . � . . . � � ' Checked by.................................................................._.......... ; <br /> . Datu....._............................. .._...........:..................... . <br /> _ �. • <br /> � ............ <br /> !. � . Date............................................................................ <br /> l . ' , . • <br /> � � � � Sheet No.6 ot G Shrcls <br />