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ISL IG�ra�.es lor thc storar.c of nrivatc Plcosurc ca�s <br />ShoulJ Lc dcs�gned lor a mm�nium ZGOO�poUnd <br />whccl luad. Section 230^ (b). <br />�154. Li�.c lo,d siCns arc i.yuircd. Seclion 2309. Scc <br />....... ............................................................ <br />159. I G:ucAd,intinatcU Wmbcr ;hnuld Lc faAricatcd in <br />accorJan[c v:ith ScUion 2511 (I). <br />]NJ, I F,I:ouaLic 5trc55 in Clucd�laminated mr.inhcr5 <br />uvcr ]2 inchcs in dcpth :houltl consiucr a <br />d^pth reduetion lactoe Scdion ?.511 (n) G. <br />IW. Cclted conner.lion, crposed to Uie vmalher are <br />limitcd l0 75 pereent ol thr allo++ablc load <br />under protecteJ eonehtions. U.O.C. StanUard <br />110. 2�•17. <br />1G2. I Anchora;,r. n( �oncrcle and ma;onry wall; :hould <br />cumply with Sr.cticn 2313. <br />163. i F,::ood grades slioulJ eonform with TabINNo. <br />i5 [?. <br />1Wi. J�;tification is reavired that sul(ident slope er <br />I czmbcr is a�aiiablc to assurc aac�uat^ roof <br />drainagc aRer IvnF time defiections. In licu of <br />ihis, wols must L•e desipned 'or possible pond• <br />ing of �vatcr. Section ?.5.5 (c). <br />]G5. De'zils on stressir� mclted a:�d hardv:arc a!on� <br />rrith jus!ilyin� dzt3 2rc rmui�.td on prestresscd <br />� concrcle vrork. Th�s Cata shculd be submdted <br />and , pproved prior to ordcring ol matcrial. <br />I:otc ihat zll lcr.dons shou:A con;F�Y v+i:h Sco <br />tfcn 4303 (c) 3, for lire�resi;tive purposes. <br />1L6. I ISc'ding dzta or Cc!ail; (or strG dec6ing uscJ as <br />a diaphragm shoulC be p�ovidCJ. Inlormation <br />should com, ly r.i1h a spccilic IC60 rescarch <br />retommendalion er tas: clata 5ubmiRed in <br />tompliancc with Section 106. <br />AUditional Corrcctions: � • <br />`� � / _� <br />V �,�) l'•�� n�r�. .�i, P,n�.•.,i —_ <br />� .� <br />✓ n z: ,�: �b � � <br />_ ` . <br />Thcsc shcc:s arc n part of thc plans and :hall rcm�in atWched !!icrcto. <br />RceliccAedar.d ApprovcJ. ...........................:.............................................. <br />Dalo <br />a <br />1G7. Dclail, ;hoWA bc p�uvided on�rool (nnor) J�a• <br />� phragrm m�ncUion, thal indiwtc how Uic <br />Shnin. arc U�nslcncA to vcrliwl :hcarresi;b <br />In� cmmcnls. Conncction5 5hculA bc j�.r.tihed <br />wilh ;lruclural c�iculalions lor ComPliancC viAh <br />� BIIDR'd�IC VdWCi. <br />1G8. Nailin�: for �Ypsum 6oard (lath, slmaUun� Lcard) <br />❑SCd SifIICIULII�Y Ofl ShCdf wd115 SIIOIIId l/C <br />spctilicd lo mmpiy vrith Tablc No, A7�1. <br />]G9. Shcar e:alls ulili�ing �ypsun boarJ (I,ilh, shca;h� <br />ing boarJ) canno: bc usetl to rcvst lo�ds im• <br />poscA by masonry or toncrcic �•�•iils. Footnotc <br />1, 7a61e No. 47-I. - <br />170. Railings 5houlA Ge designed �o edlhstand a 2D <br />(SU) pcand per fool horizonlal forcc. Table <br />No. 23 C. <br />171. Cciling joists shoaid bc dcsigncd lor to!al Itad <br />of nol Icss than l0 (20) pounds per squarc <br />fool, l'abic No. 23�C. <br />172. Inlciior paniGons shnWd be justified structurauy <br />ior slrenGth and dellection Cnteria specified in <br />Section 2312 (b). <br />173 . .................................................... sl�oulcl comply <br />wit4 a sD�d�ic ICCO researth rccomrnenGztion <br />or juslifying test daW should bc submiNcd in <br />Comptiancc wilh Scction 1GG. <br />]74, Plans should inEicate that foundations ex,end <br />bclow thc frost Iinc. <br />ProviJe cmnplcte speeificalion in confomiar.ce <br />Y:ilil 111C GCSie�l (Of ............................................ <br />Corretlions as above indicaled will bc tompiicd nith. <br />I1crc) .............................................................................. <br />. (Signat�rto o/ Owncr or Applicanq <br />C�ICdcCd by <br />batc <br />Shrct Wu. G ol G Shecls <br />