3229 PINE ST 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. Glucd-larninated lumber should be fabricated in i I accordance with Section 2511 (1). 1 E.D. Allowable stress in Clued -laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. 161. Lolled connections exposed to the weather are P. limited to 75 percent of the allowable load under protected conditions. U.D.C. Standard I No. 25.17. 162. Anchorage of concrete and masonry walls should I comply with Section 2313. 163. Plywood grades should conform with Table No. i 25-D. 1 G1. 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 on prestressed concrete work. This data should be submitled and approved prior to ordering of material. Note that all tendons should comply v:ith Sec- tion 4303 (c) 3, for fire -resistive purposes. 166. t'lelding data or details for steel decking used as a diaphragm should be provident. Information should comply with a specific ICLO research recommendation or test data submitted in compliance with Section 106. Additional Corrections: 167. Details should be provided on'roof (floor) dia- phragm connections that indicate how the Shoals are tra nsfened to vertical shear -resist. ' ing elements. Conncctio^s should be justified with structural calculations for compliance with allowable values. 168. Nailing for gypsum board (lath, abcathing board) used structurally on shear walls should be specified to comply with Table No. 47-I. 1G9. Shear walls utilizing gypsum board (lath, sheath- ing board) cannot be used to resist loads im- posed by masonry or concrete walls. rootnote 1, Table No. 17-1. 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 fool. 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 ICDO research recommendation or justifying lest 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 ............................................ nuF cut`ATniln_1G 'Ae N4 C,D Ar e N e FS -TA Rk A These sheets are a part of the plans and shall remain attached thereto. Correct Ions as above indicated will be complied with. Rechecked and Approved_..........................................................................(Sign Here) ................. _.......................................................... . - (Sienaluroof owner or Applicant) r- , Dato..»..._._......... ................................................. � Checked by ................._.••••.. ........................................................... Date........................... _.................. _....................................... Sheet No. 6 of 6 Shecls E I