4526 FEDERAL AVE 2018-01-02 MF Import

153. Justd: u'I! calcul .•.... ...,. .:.d be Im vldcd for ....... _. .... 154, Roots shall I r for ads a .......................P `. .,1 silo:: t Sccalon 2305 (c). 'rile roof should be d. s;' •"I for uplift wind pres- -_ 155. sures with duo censr'..: ion for lateral support of compression fla,,:. f flexural members. Floor load should col,.:ider a 20 pound per 1 SG. square foot partition load. Section 2302 (h`. 157. Marquess sholdd be designed for a 60 pound per square foot live load. 'fable No. 23 A. 158. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Section 2302 (b). 159. Live load are required. Section 2309. See 160. Glued-!andnated lurobcr should be febricaled in accc,rdanco with Section 2513 (c). A certificate of Inspection should be submitted to you. Sec- tion 2513 (e). 161. Allowable sires in Oveddaminated alernbers over 12 inches In depth should consider a slept'' reduction factor. Section 2513 (a) 4. 162. Cross grain tension in wood is limited to approxi-mately one-third the allowable stress in shear. Roof and floor ledgers should be justified far this tension resulting from a 200-pound per lineal foot horizontal force specified in Section 2313 in combination with dead leads, both causing eccentric moments. 163. Rolled connections exp^sect to the weather are limited to 75 per cent of the allowable load under protecled conditions. U.R.C. Standard No. 25.1731 (c). _ 164. Anchorage of .oucrcte and masonry walls should comply with Section 2313. Plywood grades should confolm with Table No. 165. 25 C. 166. Justification is required that sufficient slope or camber is available to assure adequate roof drairi after long tinge deflections. In lieu of this, roofs must be designed for possible ponding of water. Section 2305 W. Additional Corrections: • 747. I fh. ills on -V-cling method and h I I '..I °"'"' 1''il jtlsUi)in" Bala 0fC ICglllred on plr hr!.'"i V OI'i . d erIC ❑ l ilis an I •pprnv(d p-ior to ordering of mate"11. Nole that all tendons should comply will' S"r- t'on 1303 (e) 3, for fire lcsr liver PW1P(r' . 1 G8. detaill e steel (. kifonnolmn \Y11 provide liaphmIdtgm should bedln should Comply with a spccilic IC8O rosomrh recon ilwndaliorl or test data submitted in cone pliance with Section 10G. 169. Details should be provided on roof (floor) (pa' ph fairin connections that indicate how file shears are transferred to vertical shear'r:isllnn elements. Connections should be justified •:n,n structural calculations for compliance with el' lovable values. 170. Nailing for gypsum board (lath, sheathing board) used stnlclurally on shear malls should be specified and comply with Table No. 47-1. 171. Shear walls utilizing gypsum board (lath, sheath ' ing board) cannot be used it, res;sl loads inn• posed by masonry or concrete wills. Footnote 1, Table No. 47-1. 172. Railings should be designed to v:ithstand a 20• pound per foot horizontal force. Section 230:1. 173. + Ceiling joists should be (designed for total load of not less than 10 pounds per square foot. Section 2304. _ 174. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). _ 175. I ....................................... ............ sInnll(1 comply with a specific ICeO research recommendation or justifying test data should be submitted in compliance v,ith Section 10G. 175. Wood members entering masonry or concrete should comply with Section 2509 if). 177. Plans should indicate that foundations extend below the frost fine. _ 178. Provide complete specification in conformance with the design for............................................ ............................................................................ These sheets are a part of the plans and shall remain attached thereto, Corrections as above Indicated will be complied with. (Sign [lore) ............................... .................... ................................. Rechecked and Approved ..................................... _....... _.......... I..... (5'Lnature of Owner or Applicant) Date............................................................ Cherkcd by .......... .......... ..... _.. .......... _. Date ... ....... .................. ._......._....... .... _........................ form 200.3 Sheet I10.._5....._ol ...G .Shoe!;