3614 WETMORE AVE 2018-01-02 MF Import

157. Garages for the storage of private pleasure cars should be designed for a minimum 2000 pound wheel load. Section 2302 (b). 158. Live load signs are required. Section 2309. See .......................................................................... 159. Glued -laminated lumber should be fabricated in accordance with Section 2511 M. 160. Allowable stress in glued -laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. U.B.C. Standard No. 25 17. 162. Anchorage of concrete and masonry walls shculd comply with Section 2313. 163. Plywood grades shc�ld conform with Table No. 25 B. 164. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long, time deflections. In lieu of this, roofs must be designed for possible pond- Ing of water. Section 2305 (e). 165. Details on stressing method and hardware along with justifying data are required cn prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendops should comply with Sec- tion 4303 (c) 3, for fire resistive purposes. 166. Welding data or details for steel decking used as 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: 167. Details should be provided on roof (floor) dia- phragm cuenections that indicate how the shears are transferred to vertical shear -resist- Ing etements. Connections should be justified - with structural calculations for compliance with allowable values. 168. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified to comply with Table No. 47-I. 169. Shear v:alls 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. Raslings 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 M. 173. .................................................... should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106. 174. Plans should indicate that foundations extend below the frost line. 175. Provide complete specification in conformance with the design for ................. ........................ wll- -rnoJ n00 ' Awl n(Lhy.J l)-z Cos Sc'. F+Lt R� S"fA�Pc..�- f?'/ A WA�.I'": T,�'Ai l•`fl�.—f�`. R • r l c'-f SQL r. tea• r-rr (C c-t o �t ' ?�' � 1 �:iP These sheets are a part of the plans and shall remain attached thereto. Corrections as above Indicated will be complied with. Recheckedand Approved ...... ................. _.........._..........................._.........(Sign Here) .......... :............................................................... (signalum of Owner or Applicant) Data .-_._............ .............. .... ... _............................. checked by ................. _.......... :............ __._.............. ............ , r Date ..................... _............... ................................................ Sheet No. 6 of G Sheets