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` �� <br />157.I Carages for tlic stora�^ of private plcasurc wrs <br />shoWJ Lc desi�ned lur:� nimirnum �OOO�pound <br />whcet laad. Setl�on 23D2 (b). <br />156. � Li�re load sipn. are t:quircd. Seclion 2309. Sce <br />I1.,9 I G!ucd�lominateJ lumbcr ;hr,uld 6c labricatcd in <br />accorJ, ncc vrith Scclion 2511 (I), <br />��,11G7• I l:IlovraLle stress in glucd•lominated mr.in6cr. <br />uvcr 12 inchcs in Ceplh ;houlp wnsidcr a <br />d=plh redudion faUur. Section 2511 (d) G. <br />161. Collcd connection; caposed to thc e:ealhcr arc <br />limitcd to 75 perwnt of thc .Ilowablc load <br />under proteded conJition,. U.D.C. Standard <br />(fo. 25•17. <br />1G2. Anchor,-.ge of concrete . nd ma:onry walls should <br />eumply viith Seclion 2313. <br />163. i Plynood grades ,hould eon(orm with Tahlc No. <br />f5�0. <br />1W. Justification is required that sufficient slope or <br />I cambcr i; availablc.to assurc adcquat^ roof <br />draina�c atter long time ueflecfions. In lieu c( <br />this, roofs must bc desi�ned for possible pond• <br />ing of vrelcr. Secfion YQS (e). <br />]65. Details on stressing methoJ znd hardv:are z!ong <br />with justi(yin� dzta are required on preslresscd <br />toncrcic wcrY.. This Cala s!�ould bc submitted <br />and approved prior lo ordering of material. <br />7Jotc thzt all lendons should tompiy �vith Sco <br />ticn 4303 (c) 3, for firo�rcsistive purposes. <br />1E6. I 1';elding data or details (or stcel deekinp us:d as <br />a diaphrarm should Lc provided. Inlormation <br />should mmplY with a speeifie IC�O research <br />recommendation or test <lata submitted in <br />compliance erith Section 306. <br />Additional Correclions: <br />y <br />m <br />7hese shcets arc a part of thc plans and .hall rem�in atiaclud !hcreto. <br />' .. .,. � _ <br />��7-�'�"='.-;<' r�.-�-(��i �, <br />1G7, Dclalis ;houlA bc provided on'rool (lioar) dia• � <br />• phrafm conncction, th�t inJicotc !�ow tl�c <br />5hoars arc tran:fcrrcd to vcrtiwi :hcar�rc;i,b <br />Ing cicment;, Conncctions ;hould hc j�r.t�fic:l <br />wilh slructurat cnlcuiations Ior tompliancc with <br />'� allow. Llc valucs. <br />1L8. Naiiin�t for �yp;um board (lath, ;hcathing Goard) <br />usnd slructGrally on shcar walls should bc <br />specilicd to comply wi(h Tabic No. 47•I. <br />1G9. Shcar walls utilizin� gypsum board (la�.°�. aheath� <br />in� !�oarn� r;�r.r�o; bc usc� to resist loods im• <br />posc<i t�y ma;onry or toner�tc walls, footne;e <br />1, TaLic No. A7-I, � <br />170. Raiiings should bc desiEncd to w.i(hstanA x 20 ' <br />(50) pound per foot hor�zonWl forcc. 1'aL•;e <br />No. 23�C. <br />171. Cciling joists should be dcsigned frn total Icad � <br />of �ot Iess than 10 (20) pounds per square <br />foot. Tablc No. 23�C. <br />172. Intcrior partitions should be justificd structurally � <br />for slrength and deflection triteria sp=cifir.d in <br />Section 2312 (b). <br />--- <br />173 . .................................................... should compiy <br />wilh a specific ICCO reseerch recomrnenda;�on <br />or jusLifyin� tc.[ daW shouid be submitted in <br />eomplianec r,ith Section ]06. <br />174. Plans should intliwtc that foundations eztend <br />bclo:i the frost linc. . <br />U5. Provide compiMe specification in eonformance <br />v:ilh ltie design (ar ............................................ <br />Correclions as above indiwled will 6e complicd .vith. <br />ticthccked and Approved ............................:..............................._.........._..(SICn Ilerc) ......, <br />D�10....._....�....._ ...................:...........:..................... � ��ICCtiC� L <br />� y ...:... <br />. • Dalc. ..... <br />Shcet tJo. G o( G Shccls <br />(Si�naturo Of Owncr or Appticanq <br />