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157. <br />Garages for the storage of private pleasure cars <br />should be designed for a minimum 2000•pound <br />Wheel foot[. Section 2302 (b). <br />1r2. <br />I Live loath signs are required. Section 2309. See <br />159. <br />Glued -laminated lumber should be fabricated fit <br />accordance with Section 2511 (9). <br />M. <br />Nlo..able shess in glued -laminated members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2511 (d) G. <br />IGI.IBalled <br />connections exposed to tire weather are <br />limited to 75 percent of the allowable load <br />under protected conditions, U.D.C. Standard <br />No. 25.17. <br />IG2. <br />i Anchorage of concrete and masonry walls should <br />comply will% Section 2313. <br />M. <br />` Piyaood grades should conform Willi Table No. <br />25•D. <br />164. <br />Justification is required that sufficient slope or <br />camber is available to assure adequate root <br />drainaLe after long time deflections. In Ifeu of <br />this, roofs must be designed for possible pond• <br />ing of Water. Section 2305 (e). <br />165. <br />trefoils on stressing method and hardware along <br />with justifying data are required on prestressed <br />concrete work. This data should be submitted <br />ofij approved prior to ordering of material. <br />Note that all tendons should comply with Sec- <br />tion 4303 (c) 3, for fire-tcsistive purposes. <br />165. <br />Welding data or details for steel decking used as <br />a diaphrncm should be provided. Information <br />should comply with a specific ICBO research <br />recommendation or test data submitted in <br />tomplfmhce. with Section 106. <br />IGV.1 <br />Details should be provided on'roof (floor) din• <br />phragrn connections that indicate 1.3W gh^ <br />shoats are transferred to vertical shear -resist. <br />' <br />,• <br />Ing elements. Cmmectlnns� should he justilied <br />Will clruclural calculations for compliance with <br />alimvable values. <br />100. <br />Nailing for gypsum board (lath, sheathing boar(i) <br />used structurally on shear walls shr.utd be <br />specified to comply Willi Table No, 47.1, <br />169. <br />Slfear walls utilizing Bypsant hoard (lath, sheath- <br />Ing board) cannot be used to rosist loads inn• <br />posed by masonry or concrete walls. i'ootnole <br />1, Table No. 47.1. <br />170. <br />tailings should ba designed to wflhstund n 20 <br />(50) pound lor.fool horizontal force, Table <br />'No. 23•C. <br />171. <br />Ceiling joists should he designed for total load <br />of not less than 10 (20) pounds per square <br />foot. Table No. 23•C. <br />172: <br />'Interior partitions should be justified structurally <br />for strength and deflection criteria specified In <br />Section 2312 (b). <br />173. <br />................................................. should comply <br />with a specific ICBO research recommendation <br />or justifying test data should be submitted in <br />compliance with Section 106. <br />174. <br />Plans should indicate that foundations extend <br />below the frost line. <br />175. <br />.Provide complete specification In conrorrnance <br />•with the design for ............................................ <br />I I <br />• Additionalco:mclions: <br />r" "L.c'(@Ae1L or-t r-rofli ✓A4� t ro��;i rr..r ae.4! nF op. <br />h• c�r�.- REshsYty` Rt,2TI. ea r•,j a gyp. w XH <br />�sAlti 4jRDr -rw Sszr D F TLr c s A it At l.4& %-M _ke !L%Z j r IS ALSO . <br />r/•,i P-enc S PRiuhn,c• 5 d�thnt .S, P.�R .►lc-�aYts-.r,G vrr•a'fr��Tlr—ram_ <br />i <br />r. <br />These s`cels ate a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. <br />Rechecked arAApproved_ <br />..._...._»............ .... ••.......... ».... ..•••..._.•...(Sign Here) ... ................................... ... ..•.... ......................... <br />• pignntura of Owner or Applicant <br />Data :... »: ..... _ __._._ checked Iiy. _...... <br />Data _........_...•...••............... ............ ..... ... ........ <br />Shoat No. 6 of b Shot: <br />