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� 157. Garages for the storagc of private pleasure cars 167. Details should be provided on roof ((loor) dia�� � <br /> should be designed for a minimum 2000�pound phragm �wnnections that indicale how ihe � <br /> whecl load. Section 2302 (b). shears arc transferred to vertical shcar�resist� <br /> 158. Live load siQns are required. Section 2309. See , iaC elements. Connec;ions should be juslified � <br /> ........................................................._........_..... with strucWral cakulations for compliancc with <br /> allowable values. <br /> 159. GWeddaminated lumbcr should be L��ricated in <br /> accordance with Section 7511 (Q. 168• Nailing for�ypsum board Q2th, shcathin� boartl) <br /> 160. Allowable stress in Flued�laminatetl members � used structuraliy on shear walls should be � <br /> over 12 inches in depth should consider a specilied to comply viith Table Na 47-I. , <br /> depth roduction factoc Section 2511 (d) 6. 1b9. Sh�wr walls utilizing gypsum board (lath,sheath� <br /> . 1GI. �olted connections exposed b the weather are ing board) cannct 6e useA to resist loads im� <br /> Iimited to 75 percent of lhe allowabte load posed by masonr; or concrete walls. Footnote <br /> under protected condilions. U.B.C. Slandard 1, Table No. 47-I. <br /> No. 2517. � • <br /> 162. Anchorage of concrnle and masonry walls should 170. Railings should be desi�ned lo withstand � 20 <br /> � eomply viith Seclion 2313. (50) Pound per loot horizontal force. Table <br /> No. 23•C. <br /> 163. Plywcod grades should conform with Tablc No. ' <br /> Z��Q• 171. Ceilin� joists shoWd be desieneA for lotal load <br /> 164. Jusiilication is required that sWfir,ient slope or of not Icss than ]0 (20) pounds per square <br /> cainbcr is available to assure xdequate root fooL T.ble No. 23�C. <br /> drainaGe after IonG time d�flections. In lieu of 172. Inlerior partitions should be justified structurally <br /> lhis, roufs must be designed for possible pond� for ,[ren�;th and defleclion criteiia specified in <br /> in� of water. Seclion 2305 (e). Section 2312 (b). <br /> 165. Delails on stressing method znd hardwarc along — — <br /> with justifying data are requircd on,prestressed 173. .................................................... shoulA comply <br /> concrete v+orN,. This data shoWd be submitted wilh a specific IC80 research recommendation <br /> and approved prior to ordcrinE of material. or juslifying test Cata shouid be submittcd in <br /> Nole lhat aIl tendons sho�tld comply vrith Sec• eompliance wiih Section 106. <br /> tion 4303 (c) 3, for fire�resistive p.irposes. . _ . <br /> 166. We�din� dzta or details for steel Aecking used as 174. Plans shouid indicute that foundations extend <br /> � a diaphragm should 6c provided. InformaCon be�ow thc irost linc. . � <br /> should �omply with a speci(ic IC80 research -- <br /> recemrnendation :�r test data submitted m ll5. Provide comptete s.pecification in conformance <br /> � compliance�silh Section ]06. with the Aesign fo•................ ...._..................._ �� <br /> Additional Corrections � � <br /> Z_ i,I" �.r � <br /> - .r� .� , FtL_�1 �PUnG_��' f.., i'� .�, i�i_� � 1r���( c' < -r • � til <br /> � s. i� .rrn� ii � rl-U�K�_hc< c d�_�p -r�-�• � �� � !� "'�--Ch�1 �.�= TN� I�1AF""°��R � 4�-n !_'�� ry <br /> �. te�li L1.. �1 e_ �-'..rAG�y� Y��J. � � •l(i L� if-'t '."�!•-."� ��Q "i:� ' <br /> �'1 F�.t. ! L.(.. !.�'F.IIL-IS CT...1�� <br /> `���2p�/t��� �/�.�--!'( itA"T �.11�-1 'CI-1R�7� i [.�-( h'"'lc_I_.11`I � I '�. r.. ?� 1�/3 \ '�. <br /> � 1..1'"(If P. � , �G. f � �JJ �� � r. l...l.i'� n._1hIfA�G� . / Fn�Ar - � r ,�= � �" X � �.. ' - <br /> � ,�c ` <br /> . .f _ �n� )P. c �„ . �.-� i_.iC i..ti-!G P:�C'iC C�-IA�. i �c`-- o . �.{��v fr�. P, r-F� � f�. � � $: `= Cc'1 <br /> ,`3; �� l i-' - �r ..f �. i�: i:� <br /> . 1,r0�-/ � �• GILn .r,� -(L-�� F-tt,Jli!-� ��i.,�,��?. ._� ��.. _. 'ti.. �._ fV"�r� ni i . , i . '.�l c .. ., <br /> ` , � -: <br /> Vli:f.�. . ':.. _." . Lail(li,.� 'i`- �V<: 1� ' . <br /> These sheets are a part.of ihe plans and shal; r�iain a[tad�l thereto. C�rreclions as abnve indicatr.d e;ill be complied witP <br /> Recheckedand Approved...........................................................................(SiCn Herr.) ............................................................................. <br /> � (SiC���urc of Owncr or Appli[anU � <br /> Date ......................_..............._......................_.......... Cheched b <br /> y...................... ...................................................... <br /> ' Datc................................................:....................................... <br /> .^•hrel fJo. fi o!G Shee(s <br />� <br />