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J <br /> . . ' . .. ,. _ ' , <br /> l57, Gara;cs lor thc :torar,^ of priwlc ptcasurc cars 1G7. DcWils ;IioulA Gc provided on'rool (Iloor) dia• ' <br /> shoWd Lc dcsign^d lora mmimum 2LOO�pound • phraC.m conncction; Uut indicitc huvr inc �� �.,,r„�.,_�, <br /> r�hetl load. �ection 2302 (4). shuors .rc tran;fcrreA to venicol ;hcarresisb � '���, �£��� <br /> � 15R. Li•:c load sign. arc �cquired. Seclion 2309. Sce � , In� MemcnL^. ConnecGons shculA bc ;:rshhed '� � . � �� . <br /> .......................................................................... � wilh slructura� calculations lor compiiancc vnth �� .- <br /> ailott•ablc valucs. �I <br /> L9. IG!ucddiminated lumbcr Shr,Wd bc (aAriwtcd in � <br /> accordancc v�ith Sedion 2511 (1). 1L8. Nailin� for�ypsum board Qa,h, shcathing Gcard) - I� <br /> ]f/J.I FJ:o�uaLl� stre,s in glucd�Iamina;ed mr.m6ers used strucWmlly on shcar walls should be �: <br /> cvcr 12 inchcs in dcGth shoWd considcr a spccificd to mmpl�viiU� Tablc No. 47•). � . <br /> dep;h reduction factur. Section 7.511 (d) 6. IG9. Shear walls utilizing gypsum bozrd (I.,Ih, slieath• i� <br /> 761. Calted conncuions cxp•�scd to thc v:e�ther arc inp Loard) eanno. Le u,cd to wslsi loads im• �� � <br /> .limilcd to i5 Gercent of the atloa:able load posed by masonry or wnaete walls. footncte '� <br /> under protected eonditions. U.D.C. Star,dard ], Table No. 47•I. �� ' <br /> tio. 2�•17. _ �� . <br /> 162. I Anthora�e of concrel^ ,nd masonry vralls should 170. Rarlings should be designed to e:iihstand a 20 ' ! - <br /> compfy vrith Sectior. 2313. (-+0) pound per foot horizontal forea Tabte i� <br /> fJo. 23�C. <br /> ]63. i P,+iood Grades should eonform with Tnblc No. i I <br /> e5•B, ]71. Cciling joists shovtd be desi�ned for total Icad � <br /> ]E;. Lsti(ication is repuirzd lhat sutficient slope or of not Iess than 30 (20) pounds per squxre <br /> camber is zvailable.to assure z,cGuat^ roof foot. Table No. 23�0. i� <br /> I draina;;e after lon�; time deflec;ions. in lieu cf 172. Inlerior partitions should b= jus;ified structural,y � �� �� <br /> this, roo(s nust he desi��ed ;or possible pond• for strength and uellection cri;e:ia sp=cified in • <br /> ing of�•rater. Section 2�_5 (e). Seetion '1312 (L)_ •I <br /> � ]65. � D_tails on stressir� mclhod znd harda:zre z!cr.e — i <br /> vrith juslifyin�data are rcquired on prestressed , 173. ...............P.................................. should eomc!y ; � <br /> , concrete v:o:k. Thi, daW shculd be submi:;ed vrith a s ecific ICEO researth recommendation � i <br /> ard an�roved prior to ordering of ineterial. o� justifying t�;! dala sh�uitl be submiCed in i <br /> Note thzt ztl ler,dons should compiy w.ith Ser eomplianee with Settion ]C6. <br /> ticn 4303 (c) 3, for fire�resistive Curpcses. � <br /> 165. 1'lclding dzia or details for s;eel d=cF:ing us^d as 174. Plans should indieztc that faunda:ions extcnd � <br /> I a dizphragm should 6e provid^_d. IMormation bc�ow the frost linc. � <br /> . should ecr.ipl/ with a specific ICBO researeh � <br /> recomn:endzhon or iest data submi.:ed in 17�. Provide complete sFeeifiwtion in wnformance i <br /> � cumpliance�slUi Section IGG. . wilh the design for......................._................... . � <br /> . . • • . , � <br /> kddition;l Corredions: . . , , <br /> ✓ 1. -�o�wT" �Ra�l`�S s�fi��� .•c:,N,P�/ �aJi-fH f�.� �'.NK . 1 <br /> , . - ' I �� <br /> . . � � <br /> 1 <br /> . . . . . . I • <br /> { <br /> . . " ' . . ' , • ' � � � ... . . . . . <br /> Thcse shces arc a part of the plans and shail rcmain atlached!hcrclo. Correclions as abovc indicaled wi�l be eomplicd xith. � ; � � . <br /> heel�eci:ed and Approved_..........._...._.......:........._.__......__...._...._._._..(Sl�n 11ere) ..........�............_..._................................................ � . <br /> .....(SipnaWro of Owoer or Applicanl) • <br /> , Datc.._._�._...................:.._.......:.........._......... � Checkcd by................._. ..._................... � � <br /> ' ' Dalc. ......:................................................................... � I <br /> . ' , • ' . II <br /> ' I � <br /> . . I <br /> , • . ii <br /> � <br /> shcet Nc. e ot G shcets � f � <br /> I <br /> � - ---.._.---; . . <br /> I <br />