2920 GRAND AVE 2018-01-02 MF Import

M, 01 157. Garages for the storage of private pleasure cars should be designed for a minimum 2000•pound wheel load. Section 2302 (b). 15B. Live load signs a7c required. Section 2309. See .......................................................................... 159. Glued -laminated lumber should be fabricated in accordance with Section 2511 (1). 160.1 Allowable stress in glued -laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. 1G). Belled connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. U.B.C. Standard Ilo. 25.17. 162. Anchorage of concrete ano masonry walls should comply with Section 2313. 163.' Piywood grades should conform with Table No. 25-B. 16J. Justification is required that sufficient slope or camber is available.to assure adequate roof drainage after long time deflections. In lieu of I this, roofs must be designed for possible pored• ing of water. Section 2305 (e). 165. I Details on stressing metlind and hardware ato3g with justifying data are required on prestressed concrete work.. This data should be submitted and- approved prior to ordering of material. Note that all tendons should comply with Sec. tion 4303 (c) 3, for fire -resistive purposes. 166. Welding data or details for steel decking used a a diaphragm should be provided. Information should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. Additional Corrections: �qZd� G,.,... 167. Details should be provided on'roof (floor) dia- phraCm connections that indicate how the shears are transferred to vertical shear -resist. ' Ing elements. Connections should be justified with structural calculations for compliance with allowable values. 168. Nailing for gypsum board (lath, sheathing board) used structurally on <hear walls should be specified to comply with Table No. 47.1. 169. Shcar walls utilizing gypsum board (lath, sheath- ing board) cannot be used to resist loads im- posed by masonry or concrete walls. footnote 1, Table No. 47-I. 170. Railings should be designed to withstand a 20 (50) pound per foot horizontal force. Table No. 23-C. 171. Ceiling joists should be designed for total load of not less than 10 (20) pounds per square foot. Table No. 23-C. 172. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 173. .................................................... should comply with a specific ICSO research recommendation or justifying test data should be submitted in compliance with Section 106. 174. flans should indicate that foundations extend below the frost line. 175. Provide complete specification in conformance with tire design for ............................................ ✓i_ PLEASE PRoviD F-t �4A71f-t(. .� �i.�N'tlt.�"TII-IGL At ✓�tor::'.:.�� _ I ra,t. ¢czar-�-i �n These sheets am a part of the plans and sh311 remain attached thereto. Corrections as above indicatc;u will be compiled with. Recheckedand Approved............................................................................(Sign licre)..........r................................................................. (Signature of Owner or Applicant) Dalo......... ........................................................... Checked by ........................................................ _.................. Date ......................... Shect No. 6 of G Sheets