4526 FEDERAL AVE 2018-01-02 MF Import

Jm.hfyinl cdlcufaticns 'rod dolail 1¢udd 6c pro vided for .._.. .............. 154. . Roof:• Shall be designed fm snow loads of --•......... pounds per square foot. Section 2305 (c). 155. The roof shoUld be designed for uplift wind pres- sures with due cunsidemlion for lateral support Of compression flanges of flexural members. Floor load should considor a 2O-pound poi 156. 1 square foul pmlition load. Section 2302 (h). 157. I Marquees should be designed for a 60-pound per square loot live load. Table No. 2.3-A. 168. Garages for the storage of private pleasure cars should be dnsigned for a minimum 2000-pound w11001 load. Section 2302 (b). 159. _........... Live load signs are required. Section 2309. Son ................. .......... .................... ............. ... 160. Glued laminated lumber should be fabricated in accordance with Section 2513 (c). A certificate Of inspection shocid be submitted to you. Sec. Lion 2513 (a). 161. Allo::ahle stress in glued -laminated members over 12 inches In depth should consider a depth reduction factor. Section 2513 (a) 4. 162. Cross grain tension in wood is limited to approxi. malely one Third' the'allowable stress in shear. Rocf and floor ledgers should be justified for this tension resulting from a 200-pound per lineal foot horizontal force specified in Section 2313 in combination with dead loads, both causing eccentric moments. 163. Bolted connectioas c,p)s,,d to the weather are limited to 75 per cent of the aliovn6le load under protected conditions. U.B.C. Standard No. 25.1711 (c). 164. Anchorage of concrete and masonry walls should comply with Section 2313. 165. Plywood grades should conform with Table No. 25-C. 166. Justhicalion 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 flooding of water. Section 2305 (f). Additional Corrections: -- 10'7. Details on .stressing method and hardw,ro .atomg -. with justifying data are required oil pnstios;• d ccncrela work. 1-his data should be suLnlitl0a vnl approved prior to ordering of nrdcl i.tl. Note that all tendons should COIIII,ly v:dll Sec - ---I lion 4303 (a) 3, for fire resistivo purposr;. 166 Weldlilg data or details for steel ducking used a^. a diaphragm should be prnvidrd. Informatimi should comply with a specific IC0O reseawll recommendation of test data submitted in cool. pliance with Section 1%. ]ti9. Details should be provided on roof (floor) ilia pludgm connections that indicate flow the shears are transferrer) to vertical shear-rosisting elements. Connections should Lc justified will, structural calculations for compliance with it. Towable values. 370. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified and comply with Table No. 47-1. 171. Shear walls utilizing gypsum board (lath, sheath. ing board) cannot be used to resist loads um• posed by masonry or concrete walls. Footnote 1, Table No. 47-1. 172. Rdilings should be designed to withstand a 20 pound per foot horizontal force. Section 2304. 173. Ceiling joists should be designed for total load . of not less than 30 pounds per square foot. Section 2304. 174. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 175. ...................... .......... ..... should comply with a specific ICBO research recommendation or justifying test data should ,be submitted in compliance with Section 106. 176. Wood members entering masonry or concrete should comply with Section 2509 (1). 177. Plans should indicate that foundations extend below the frost line. 178. Provide complete specification in conformance with the design for ............................................ I Theso sheets are a Part of the plans and shall remain nitached thmeto. Corrections as above indicated will be complied with. Recheckedand Approved................................................................ (Sign Here) ....... ............. ....................................-............. (Sinnaturc of Ownrr or APPIIcantl . . ......... Date........................................................... Checked by............................................ Date................................................................................ Form 200.3 Sheet No..... J ......of..... . ......Shoals