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� <br /> 1 � <br /> � ' . .,. _ � <br /> .' ' • . I' :� <br /> ]67. C�r.r,;cs lor Ihc :lora,^,c of privatc picosurc cars 1W. DCW�is shoulA Gr pwvided on�root (11oor) Jia• ' '� I <br /> Should Lc Jcsignr,tl lo!a minimum 20GO�pound � phr.[;m connections Qlial indlcatc how thc . <br /> whecl load. 9ection 2302 (b). shoers .rc tran:IcrrcA to vcrtical :hcar�rezist• <br /> 153. Livc lo,d sipns ,rc t.yuimJ. Seclion 2309. Scc , Ing cicmcnU. Connctlians shoulA bc �u.tdied <br /> . . . . ...................... . I <br /> � wilh struclural cnlculalions lor compliancc wilh � I <br /> .................................. .......... ailow��lc v.lucs. t� <br /> 159. G!ucddaminatr.d tumbcr ;hr,uW L•c IaAriwlcd in — I <br /> actorJancc viith Scction 2511 (q. 1G6. Nailin� lor gyp.um 6oard (latli, shcathing �wrd) I I ; <br /> ]fi0. I !J!ar.abic stress in C���ed•laminalcd memLcr, used slruetUrally on shcar vralls shoWJ be � : <br /> spccilicd lo compiy vrith Tablc Go. A7•I. <br /> 4vcr 17. inehes in dcpth should eons�dcr a i� i <br /> d^plh rr.dudion faclor. SecLon 2511 (d) G. 1G9. Shear walls utilizin� �yp;um board (lalh, sheath• I( � <br /> 1W. Colled eonnection; expo;cJ to thc vrcalhcr arc ing board) wnno: bc used to resist londs im• � <br /> limitcd to 75 percent oi thc allowablc load posed by masonry or eon[relc vialis. Foulncte � <br /> undcr proiccted conddions. U.6.C. SWndard 7, TaLtc No. A7-I. <br /> fio. 25•17. . <br /> 1G2. P.nthora,^,e of contrel^ and ma:onry walis sliould 170. Railings should be desiEned lo v:ilhstanti a 20 <br /> cumply v�ith Setlion 23)3. (50) pound per fool horixoneal foree. 'Iobie <br /> No. 23�C. <br /> 163. i P,:�ood grades shoWd conform with Tahlc IJo. <br /> ��.p, ]71. Ccilin� loists should bc dcrgned for total Icad <br /> ot tml Icss lhan l0 (20) pounds per squarc <br /> ]64. Justification is required that sullicient slope or toot. Table No. 23�C. <br /> I eamber is availaGlc.lo assurc adcquat^ roof -- l <br /> drainagc ofter lon� timc ucflections. in �icu of 172. Intcrior partitions shovid be justified structurallq <br /> this, roofs must be dcsigned for possible pond• for strength aad dcflection ui;e:ia sp^ci(ied in �� <br /> inE of v+ater. Section 23.^5 (e). . Seclion 2312 (b). I <br /> 165. D=_tails on stressing mcthod and hardv:arc c!on� — <br /> vrilh justilyin�d�ta arc rcquireA on prestressed , 173. .................................................... should Compiy <br /> , contrele v:orL;. This dala should be submitted wilh a specilic 1'60 research recommendalion � <br /> and anrro�ed prior to ordtrinE ot m?terial. or juslifying test data shouid 6c submitted in <br /> tlote thzt all lendons should tomply �vith Sec eompiianec with Section 7Q6. <br /> ticn 4303 (c) 3, for firrresistivc purposcs. - <br /> 1L6. Ylcldin� dzta or details lor stecl Actking u;^d as 174. Plans should indiexle lhat loundations ezicnd � <br /> a diaphra�m should bc providcd. Inlormation bcloei Qie frosl linr. <br /> should comply with a specilic ICDO research 175. Provide complMe speciliwtion in eonformxnce I <br /> recommendation or tesl clata submitted in <br /> ' compiiancc v:ilh Scction 1G6. . with thc design (or............................................ . <br /> , . . • . , I <br /> Addilional Corrcctions: � • � � • . � � , � <br /> . . ' � . , � ' ' • • I <br /> .. ' . ' . ' • ' . I <br /> • � ' . � <br /> . —_ • , I <br /> .---- . . I <br /> . . . ! ' <br /> These sheets are a part of the plans and:h�ll remoin alWched !hereto. Corrcclion:as above indiwleJ wiil be complied .vith. ' <br /> i <br /> FetlicckcA ard APProved............................:..............................................(Slgn I ie�e) ..........,................................................................... <br /> I <br /> , . �Sipnaluro of Owncr or Applicant) • � , <br /> n�ia....._._�..._...................:..........::................:.... ' cn��k��i �y...:...................................................._.................... II <br /> � . . . , i <br /> • o�i�...................................:.................................................... � <br /> . . ` �� <br /> Shect tJo. G o(G Shccls _ I.'_.._-,.� � . � ' <br /> � <br />