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-- ' ;� . � . . • . <br />157 Garaqes for the storer;e of private pleasure cars <br />should be desiene:l for a minimum 2000•pound <br />v:heel load. Section 2302 (b). <br />158. Live Ioad si�ns are required. Seclion 2309. See <br />159. Gfued-laminated lumber shouid be fabricated in <br />accordance with Section 2511 (f). <br />160. Allowa6le stress irt Glued�iaminated members <br />over 12 inches in depth should consider a <br />depth reduction taclor. Section 2511 (d) 6. <br />161. Bolled connedions exposed ro lhe weather are <br />limited to 75 percent of the allowable load <br />under pmtected conditions. U.8.0. Standard <br />No. 25•17. <br />)62. Anchorege of concret� and masonry walis shuuld <br />compiy with Section 2313. <br />163. PlywooJ�grades shculd conform with Table No. <br />25�ft. <br />164 <br />Justification is req�ired that sufficient slope or <br />camber is availab c to assure auequztc roof <br />drainage a7ter lon�; time deflections. In licu of <br />this, mofs must be designed for possible pond- <br />fng of water. Ser.tion 2305 (e). <br />Untails on stressii N method and hardware along <br />with justifying d�rtn are required on prestressed <br />concrete work. "ihis data should be submitted <br />and approved �?:ior to ordering of material. <br />Note thai all lEndons should comply vrith Sec <br />tion 4303 (c) 3, tor fire�resis;ive purp. �es. <br />Welding data c� details tor steel deckin� used as <br />a diaphregm sho�ld 6r. provided. Informa;ion <br />should comFly uith a specilic ICBO research <br />� recommendation or tesi data su6mitted in <br />I compliance ���ilh Sc:tion 106. <br />pAdtb:nal Correcl�r is: <br />_ . <br />. <br />:. . <br />� 157. Details should bc provided on';oof (Iioor� dia- <br />i phragm cannections tha. . iicatc how thc <br />I shears are :ransterred to vertical shearresist• <br />ing elements. Co�nections should be jvsti(i�ed <br />with structur.. calcWztions for compliancc wi[h <br />aliowable vaiues. � <br />1G8. Nailing for gyGsum hoard (lath, sheathing b�ard) <br />used structurally on shear vialis should be <br />specilied to cu�n,^.iY with Table No. A; �I. <br />169. Shcar walis utilizing Sypsum 6oard (lalh, sheath- <br />ing board) cannot bc used to resist Ioads im- <br />posed by masonry or concrete walls. Footnote <br />1, Table No. 47-I. <br />170. Railings should be de;igned to withstand a 20 <br />(50) pound per foot horizontal (orce. Table <br />No. 23•C. <br />171. Ceilin� joists should be designed (or toWl Ioad <br />of not less than 30 (20) pounds per syuare <br />foot. Tabt= No. 23-C. <br />172. Interior partitions should be justified slruc[urally <br />for strength and dellection criteria specified in <br />� Section 2312 (b). <br />173 . .................................................... should comPlY <br />with a specitic ICBO research rec�mmendation <br />or justifyin� lest data sho�'7 bu submitted in <br />compliar�ce with Section 106. <br />174. Plans should indiwte that foundations extend <br />beiow the frost line. . <br />175.I Provide compiete specificztion in conformance <br />v.'ith the design for ............................................ <br />c <br />f�iNlLiv.�L .�-�•v�i:l`� rtr� Pc '� " 1'i i�Y�' 1' "F. .A�,�--iC. c�f-5; <br />_��--_� �' <br />f,�����2�5 :�'. •r' � !. '.I: - � '1' � i Itll� ,�1r-_:i� (',ro � l��,lY N,�,_ ��7 <br />� i..- <br />These sheets are a paR ot the plans ?!.d shall remain attached thereto. <br />Rechecked and Approved <br />Date.... _ .......................... <br />Gorrections as above indicated will be complied .vith. <br />(Sign Here) ....... <br />Checked by <br />Datc <br />Sheet No. 6 of 6 Shecic <br />(SiCnaWro o/ Owner or ApplicanU <br />