Laserfiche WebLink
157. GaraP.es lor t(c sloraGc ol private plcasurc cars <br />should be desiCned lor a mininwm 2COO�pound <br />whcel load. Seciion 2302 (U). <br />( 158. Livc load sipis are required. Seclion 2309. See <br />.......................................................................... <br />159. GWed�laminatcd lumber should be "abricated in <br />aecordancc with Section 2511 (p. <br />]60. Allowahle st�ess in �Iucd�iaminated members <br />over 12 inches in depth should consider a <br />depth reduclion factoc Section 2511 (d) 6. <br />161. Bolled wnneclions ezposed to the wcather arc <br />� limiled to 75 percent o1 thc allowablc load <br />under protected conditions. U.6.0. Standard <br />No. 25�17. <br />162. Anchoragc of concretc and masonry walls should <br />eomply with Section 2313. <br />163. ' Plywood grades should conform with Table No. <br />25•B. <br />164. Justification is required ihat suflicient slope or <br />eamber is availabie lo assure adcquate roof <br />drainagc aftcr long lime dellcctions. In lieu of <br />lhis, roofs must be dcsigned �ur possible pond• <br />in� of walr.�, Section 2305 (e). <br />165. Details on slressin� method and hardware along <br />with justi(yin� data : rc required on prestressed <br />tontrele work. This dita shou!d bc submitted <br />� and approved prbr co orderin� of mzterial. <br />Notc that all tenqo��s shoutd comply wilh Ser <br />- tion A303 (c) 3, for tire�resistive pdrposes. <br />Y66. \Yelding dzta or delails tor steel deckin� used as <br />a diaphra;m should be provided. Intormation <br />shoWd comply v+ith a specific IC60 research <br />recn:nmondalion or lest data submifled in <br />. , .omp�ioncc wita Section 1G6. <br />Addilional Corrections: <br />- -`� '��_ - - � <br />C � � � � I � . -� v , - . i ' <br />N <br />Thesc shcels arc a part of lhe Olans and shall remain altached thereto. <br />167. <br />168. <br />1G9. <br />170. <br />Detaiis shoutA bc provided on'roof (Iloor) dia• <br />phragm com�ections thal indiwtc how lhc <br />shoars are tnnslcrred to vertical shcar�resist� <br />InC elemenls. Connections shoulA bc I��stitieA <br />Wifh Slru[lurai caitUlalions lor compliancc with <br />allo,vablc values. <br />Nailinp for gypsum board (lath, shcalhing board) <br />used slructurally on shcar walls shouid be <br />specificd to camply wiUi Tablc No. 47�1. <br />Shcar walls utilizing GYPsum board (lath, sheatM <br />ing boar�) cannot �e used to msist loads im� <br />posed by masnnry or concrete wails. Footnote <br />1, Tablc No. 47-I. <br />fiailinp,s shoultl he dr.signed to a�ithsland a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23�C. <br />1Jl.lCciling joists should be desip.:ed for lotal load <br />of not Iess tlian ]0 (20j pounJs per squarc <br />toot. Table No. 23�C. <br />]72. Intcrior partilions should be lustified slructurally <br />for stren�th and deflection criieria specified in <br />Seclion 2312 (b). <br />173 . .................................................... should comoly <br />wilh a specific ICBO researd� recommendatien <br />or justifying test data should be submitted in <br />eompiiancc with Section ]06. <br />]7A. Plans should indicate that foundations extend <br />below the lrost linc. <br />175.I Provide comptete specification in conlormance <br />wilh tlic design (or ............................................ <br />� <br />Cortedions as abovc indicaled will be tompiied Nith. <br />Rect�ecked and Approved ...........................................................................(Sign liere) ........... <br />Dalo <br />tl <br />Checked by........... <br />Datc <br />Shect No. G ol G Shccls <br />............................................... <br />(SIC�aWre o1 Owncr or Applitanq <br />0 <br />