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' • , <br /> . • �• , • /;�;G ;==�=r�-�� '^.� <br /> ���. ca�.r.�s ror inc sm�,r,c or rr��,io yo�s�,« o,rs 167. Details should hc proviACd on'wof Qloor) d�a• I <br /> ShoulJ Lc dcsi�ncd for a uunintum 2000�pound phr�gm conneclions lha( ind¢alc how thc � <br /> whCH load. Scclion 230.' (6). stwars are lransfcned lo vcrticol slmarresisF <br /> 4 156. Live Inad sipns are mcpiired. $ection 23D9. Sec � , �nC cicmcnts. Coimections should be ju.titicA �. <br /> .......................................................................... � wilh slruclural c�ICUlalions lor compliancc with + <br /> allow�ablc v,Wes. I <br /> 153. Glucddaminaled lumbcr shr.uld Lc fabricaled in _ � <br /> attordancc �vith Sccti �n till (Q. IG9. Nailin�, for�Ypsum Loard (lalh. shealhin�Loard) . <br /> 1GD.I lJlov:aLic strcs; in ��Iucd�iaminnted mr.mbers used shucWnlly on shear walls should be � <br /> ovcr 12 inchcs in dcpU� should consiAcr a specilicd to cotnpty v�ilh Tahlc No. 4%�L i <br /> _ Jepth roduclion lactoc Section 2511 (d) G_ IGJ. Sliear wnlls utilizin�;��,yp;um 6oard (lafh, tihCath• � <br /> . 7G7.� Eolled conncctiom cxpo;cJ lo ihc wcather arc ing LnarJ) Wnno1 bc u;cd Io resist �o.ds im� � <br /> limiled In 75 percent o1 the alloviabfc load pnsed by masnnry or concrete wall;. f-ooinote i <br /> undcr prolccicd mndilions. U.6.C. SWr�d�rd ], 1'ablc Wo. A7�1. <br /> r�a 25a�. <br /> IG2. I l,nchora�c u(con[rdc and masonp•v:alL hould 170. (iailint:� should hc dcsi�nrd lo wilhstand a ,'.0 <br /> comP�Y�'��tli Sedian 237:t. (��) P�����d per fool horizonWl lo�ce. Tabie <br /> No. 7.3 C. <br /> 1G3. i PI•;wood �rades shoutd Conlorm viith Tablc Wo. <br /> 2��6. 177. Ceiling joists should he designed foi Inf�l Ioad <br /> lEw. Juslification is rcyuiicd (hat su�fi[icn( slopr. or of nol Icss than ]0 (20) pound; per sqtmrc <br /> I cambrr is availablc to assurc aucyualc roof foot_l"abtc No. 23�C. _ <br /> drainage aficr long timc defletlions. In lieu o( ]7�; Inlcrior partilinns should bc jusli(icd strueturally <br /> Ihis, wnls must be designed fnr possible pand� � <br /> in� of r;ater. Sretion '1.305 (e). for elrcnPth and defleetion criteria speeificd in � <br /> -- Seclinn 2312 (b). <br /> ]G5. Det,ils on siressine mclhed and hardwarc along <br /> with juslifyin�data are requireA ,n prestmssed 173. .................................................... should comply <br /> euncrete v:orl;. Thiz data shoultl 6e submitted with a speeific IC00 research receinmr,nJafiOn � <br /> and app�mcA prior to orderin�; ot rnalcrial. or juslifyin� lest data shoulA be submitted in + <br /> . Wol.^. lhzt all lendons ShoWd comply �;�ith Sec comP��ance rrith Section ]06. 1 � <br /> fion A303 (c) 3, tor firrrcsistivc purposes. � <br /> ]65. {7etding Jcla or detailr.for slecl dcckin�; used as � 174. Plans shouid inAicate thal (oundations eztend <br /> a diaphrz�m should bc provitled. In(ormation bclow thc (rost linc. . <br /> should centpt)' v%ith a SPecific ICQD roseaich <br /> mconr.��rndalion or lest data Spllplll(CII in S%J. PIOtlIfIC complete speci(ication in wMormance <br /> • � tompliancc�sith Seclion ]06. �K•ilh thc dzsign lor..._....................................... <br /> � AdJilianai Corrections: - � • � � � • <br /> . ' SUill.l� I�u 5St1 �TIO1� . ' • . . <br /> 7hese�heN.s are. �a�t or ti,��i,�,s and shall mmain altached lherelo. Coneclions as above indicaled will be complied .vith. � <br /> ReclicckeQar.d AP�ro:•ed............................................................................�SiCn ticrc) ..........,.................................................................. I <br /> � ' � . (SICnaWrn ol Ownv or Appiicenq ' <br /> � <br /> � , o�io......_._......................_.._.......::._............:_.. ' ci�od;�d �y................................................................ I <br /> ' , • . . ........... I <br /> • � Dalc........................................................................................ j <br /> � . . . , . ., . . � <br /> Shccl No. G nf G Shccls � <br />