805 W CASINO RD 2018-01-01 MF Import

357. Garages for the slora�c af private pleasure cars 167. Details shoulA be provided on'roof (Iloor) dia• should bc designcA lor a mmimum 2000�pound . wheel load. Sec6on 2302 (b). � phragm connections tl�at indicate how the � thears are translerred to vertical shcarresist� 158. Live load signs are required. Section 2309. See , Ing elemenis. Connections should be �us!died � .......................................................................... � viith structural calculations lor compliuncc with 159, GIucA�laminaled lumbcr should be labricated in ellowaLle values. actordance with Section 2511 (1), 168, Nailin,lor - P gypsum boarA (lath, sheathin�board) 160. Atlowable stress in �lucd�leminated members used structurally on shear walls should be over 12 inches in deplh sl�ould cnnsiUer a specilied t� tomply with Table No, 47•I. depth reduction lactor. Section 2511 (d) 6. • 161. Bolled connections exposrd to the weather are �69. Shear walls utilizing GYpsum board (Icth,sheath• limited to 75 percent o( the ollowa6le load Ing board) cannot be usetl to resist loads im• under protetted conditions. U.D.C. Standard Posed by masonry or concrete watls. iootnote No. 25•17. 1, Table No. A7�1. 162. Anthorage ol concrete and masonry walls should 1J0. Railings should 6e desip,ned to withstand a 20 tomply wilh Section 2313. (50) pound per foot horizontal (orce. Table 163. Plywood grades should conform with Table No. No. 23�C. 25�8. 1)1. Ceiiin — g �olsts should Ae tlesi�ned lor lotal load 164. Justification is required lhat suflicient siope or ol not Iess lhan ]0 (20) pounds per square tamber is available to assure atlequate rool foot. Table No. 23�C. drainage alter long time detlections. In lieu ol Ih75, roofs must be designed for possible pond• �72• Inlerior partitions shouid be justified structural�y Ing ol water, Section 23'l,ri (e). for strength antl dellection criteria specified in � 165. Details on stressing method and hardwarc a�ons Settion 2312 (b). with�usttlying data ere requi�ed on preshessed 173. ............ convele work. This data shoultl bc submitled ""�""`��-��-�-��- should tampty and approved prior to ordering ol material, With a specific IC80 research recommendation Nnte that all tentlons should comply with Sec• or �ustilying test data should be submittetl in tion A303 (c) 3, lor lire�resistive purposes. tompliance wilh Sectlon 106. 166. Welding data or details for sleel deckin�used as 1�4• P�ens shou�d Indicate that Io�indatians eztend a diaphragm should be providetl. Information below Ihe frost linc. should comply wilh a specilic ICBO research recommendalion or test data submitted In ll5, Provide complete sDecification in conformance � complinnce with Section ]06. with the design lor............................................ • AddiOonel Corrcctions: . , . _ . . _ i t, i.' �� _ � i � , ' _ ,�-'-.�.' . r T_s. .� _ ._.:.. .. � , � ' - . " ', ,r� ,y��- - ' -'''--i'i-'-�---�—� -- -- . . . . . ' _ '. "� .� _ � .. _ �:. r . . �.� r. � 1 _ _ r , — � �� . - , � These theets aro a part of the pinns and sha�l remaln attached Uiereto. Coneclions as obove Indicated will be comptied .vith. = Rechecked and Appraved .............................. . ....................... 5f n Here � . .................... . � H ) ..........,............... � ...................................................� ' (Slen��un o/Owner or Appliq�q _ � ` Dato....._.................. � - � � � ................................................. Checked b y.............................................................................. � r. . , \ Date ........................................................................................ ' ' ` Sheet No. 6 of G SheMs �