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157.I Garages for the storage of private pleasure cars <br />Should be desieneA lor a minimum 2000�pound <br />whcel load. Section 2302 (b). <br />156. Live Ioad si�ns arc requircd. Section 2309. See <br />............................................................ <br />159. Glucd�laminated lumbcr should be labricated in <br />accordance witb ScUion 2511 (Q. <br />1fi0. AllowaWc stress in glucd-Isnin�ted members <br />ovcr 12 inches in Ucpth should considcr a <br />deplh reduction lactor. Section 2511 (d) 6. <br />j61. Bolled connections exposeA to the weather are <br />limited to 75 percent of the al�owable load <br />under protected conditio�s. U.B.0. Stand-•rd <br />tJo. 25�17. <br />I1G2. Anchorage of concrete and masonry walls should <br />comply wilh Section 2313. <br />163. I PiNvood grades should con(orm with Tablc No. <br />25�6. <br />164. I Juslification is mquired that sufficient slope or <br />eamber is availanlc to assure adequate roof <br />drainagc aft�- long timc deflections. In lieu of <br />this, roo's ri be oesi`ned ;`or Aossi6le pond� <br />in� of water. aection 2305 (e�. <br />165. Details on stressing method and nardwarc along <br />with justifying data are required on prestresscA <br />eoncrete worh. This data should be su6mitteA <br />and approved prior to ordering of matcrial. <br />Notc that all tendons shoultl comply vith Sec� <br />lion 4303 (c) 3, for firc�resistive purposes. <br />766. Pleldim data or details !or steel decking usco as <br />a diaphragm should bc provided. Inlormation <br />should mmply with a soecif,c ICBO rcseareh <br />recomm^ndation or test data suGmitted in <br />tomptiancc with Section ]06. <br />Additional Corrections: <br />I167. Details shoWA bc provided on'roof (flom) dia• <br />phragm rnnnections lhal indicte hc�v the <br />I shoars arc iranslerred to vcrtical shcar resisb <br />f�C elements. Connection� shoulA bc I�stified <br />wiUi strucWral wlculations !or compliancc with <br />allowa�lc values. <br />168. Nailin� for gypsum boarA (lath, shcathing board) <br />used siructurally on shear walls should be <br />specificd to comply wilh Tablc 1Vo. q7.1. <br />169. Shear walls utilizin� �ypsum boarA (la:h, shca:h• <br />ing Loard) cannot be usetl to resist Ioads im� <br />posed Ly masonry or concrete walls. Fooinote <br />1, Tablc No. 47•1. <br />I170.I Railin�s should 6c Acsigned to witl„tanA a 20 <br />(50) pound per (oot horizortal force. Tablc <br />No. 23 C. <br />l'1. Ccilin� joists should he desi�ned for lotal Ioad <br />of not Icss lhan 10 (20) pounds per squarc <br />fooL TaAle No. 73�C. <br />172. Intcrior partitions should bc justi(icd structurally <br />for streneth and deflection criteria speci(ied in <br />Section 2312 (b). <br />173 . .................................................... should comply <br />witfi a specific IC80 research recommend�._�n <br />or ji�stifyir,� te,t data should be submitted in <br />eompliance with Section l0ii. <br />174. Plans should inAicate that foundations exicnd <br />bclow lhe frost line. <br />Provide complete specilicaticn in conformance <br />wilh the design for ................ <br />............................ <br />These sheels am a paR of the plans and shall rmeain attached thereto. Corrections as above indicated will Le eomplied Nitli. <br />fiecliecked an� �pproved ........................................................................... Si n liere ' <br />( e ) .................................................... ... <br />Dato <br />. ..................... <br />(SICna�uro ol Owncr or Appiicant) <br />Chccked by <br />Datc.. :................................................ <br />Sheet No. G ol G SheMs <br />� <br />. <br />