Laserfiche WebLink
.- <br /> i <br /> � ; <br /> �� <br /> . . . , J <br /> i CYi.-,_ ��.-1.�;�` <br /> � 157.` Gara�es tor the storaGc of private pleasure tars 167. Details shouid be provided on roo( (floor) dia•• <br /> should be designed for a minin7um 2000�pound phragm •connections lliat indicate how the � <br /> wheei load. Seclion 2302 (b). shears are transferred to verticai shearvresisb <br /> 156:� Live load si�ns are requimd. Seclion 2309. See , ing elements. Connections should bc I��stified <br /> .......................................................................... wilh structura� calculations for con:pliance witli <br /> 159: Glucd•Iaminated lumber shouid be fabricated in allowabie values. <br /> accmdance with Section 2511 (f). 168• NailinG Tor gypsum board Qath, sheathing board) <br /> 160: Alloe�ab�e stress in �lued�laminaled members ' used slrudurally on shear walls should be <br /> uver 12 inches in depth should consider a specified to complY with Table No. 47�1. <br /> ,deplh reduclion factoc Section 2511 (d) G. 169. Shear walis utilizing�ypsum board paUi, sheath� <br /> , 167.� �olled conneclions exposed to the weather are ing board) cannot be uscA to resist loads im� <br /> limited l0 75 percent of the allowable Ioad posed by masonry or concrete wails. Foolnote <br /> under protecled conditions. U.Q.Q Stantiard 1, Table No. 47•I. <br /> No. 25d7. <br /> 162.' Anchora�e of concmte and masonry walls shouid 170:�Rai�ings should bo designed to witlwtand a 20 <br /> comply vrilh Seclion 2313. . (50) pound per foot horizontal force. Table <br /> No. 23�C. <br /> 163.'' PlyNood grades sliould con(orm v+iti� Table No. <br /> � ^5•�. - 171: Ceiling joisis should be designed for total loaa <br /> 164:' Justification is required that sufficient siope or of not Iess than 10 (20) pounds per square <br /> eambcr is available to assurc adequaic roof fooL Tablc No. ?3�C. <br /> drainage after lon� time deflections. In lieu of 172:� InMrior naAilions should be justilicd structmally <br /> this, roofs must be designed for possi6le pond� for stren�th �nd dellection criteria specificd in <br /> in� of water. Sedion 2305 (e). Setlion 2372 (b), <br /> 165. Details on stressirg melhod and hardware alon� --- <br /> with justifyin�dala are required on,prestressed 173: ..`............................................ shoWd comply <br /> concrete work. This data should be submilled with a specific IC�O research recommendation <br /> and approved prior to ordering of matcrial. or jusli(yin� test dala should be submitted in <br /> Note that all tendons should comply wiUi Sec compliaace wilh Section 106. <br /> tiun 4303 (c) 3, for fire�resistivc purposes. <br /> 166. Weidin�data or details for sleel deckin� used as »4• Plans should indicate that founclations eztend <br /> � a diaphragm shoWd be provided. Information below lhe frost line. . . <br /> should comply with a specific IC�O research <br /> recommendation or test data submitted in 1��� ProviAe complele specification in con(ormance <br /> . compliance with Section 106. wilh the design for...._...................................... <br /> Additional Correclions: � � <br /> i 0. - . F: , i> !'.:n � - �i � � �.: � � � - <br /> i. <br /> �,� i._' t .� � � �l _ <br /> v <br /> These sheets are a part of the plans and shall remain attached lhercto. Cc:reclions as above indicated will be complied with. <br /> Recliecked and Ap��roved ...........................................................................(Sign liere) ............................................................................. <br /> � (516���urc ol Ox'ncr or nnr���a�u <br /> Datc.......................................................................... Checked by.............................................................................. <br /> � Uatc ........................................................................................ <br /> Short Nu. � n(G Shr.cls <br />