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I t� <br />153. <br />159. <br />1CA. <br />1W. <br />] G4. <br />165. <br />Gara;;es for lhc :tor, �^ of Privatc picasurc wrs <br />shoulJ Lc des�encd �or :i m�mmurn ZOGO�pound <br />vrt�cel load. Section T.302 (b). <br />Live load siCns arc �.yuircJ. Seclion 2309. Sce <br />.................................... <br />................ <br />� ccord nce �vJtt�uS cl'oo 2511 L•"'f. bricalcd in <br />Al;ov�ablc stress in �lucd�laminated membcrs <br />uvcr 12 inchcs in deplli shoultl eonsidcr a <br />deplh reduction factoa Section ?.511 (d) 6. <br />Colted connettions exposcd [o thc vrcathcr arc <br />Ionderdprotcctedc ondiUornshU.6AvJS�landard <br />Ilo. 2��17. <br />p.nchora,^,c of concretc and masonry walis .hould <br />' eomply v�ith Seclion 2313. <br />._------ <br />ip,r�ood Crades should confonn wilh Tahlc No. <br />L�•B. <br />IJuslitication is rcauired that sufficient slope or <br />eamber is avail�b�c.to assurc zacquat^ root <br />drainage after long time C�(lections. In lieu ot <br />this, roofs must L•e desiened for possible pond• <br />in� ot v+alcr. Section 23C5 (e). . <br />Dztails on stressim method and hxrdw.zrc a!onC <br />v�iU� justi(yinp dz�a are rcquircA on prestressed <br />contrete v:orl:. This data should be submi:ted <br />and zpproved prior to orderine of mzterial. <br />tlote thzL all lendons should compiy with Seo <br />tion 4303 (c) 3, for lirrresistive Gurposes. <br />. Ylcldin� dzta or details for stccl decking w^d as <br />I a diaphragm should be proviocd. IMormation <br />shoutA wmp:y with a specitie IC�O resea¢h <br />recammendaLon er tesl dala submitted in <br />cumpli�ncc v:ilh Section 706. <br />hdditional Correclions: <br />�c� <br />170.' <br />]71. <br />I172. <br />173. <br />C-?/.� /��-.�.��°�/C, <br />Dclails siwuld 6c proviGed on'mof (Iloor) dia. l <br />� phragm conncction, lhal indiwtc hov: thc <br />sho�rs are lran.(crrcd to vcrticol shcarres�sb <br />In� cicq�enls. Connections 5houlA bC j'-�������'� <br />with strucWral wlculalions lor comptiancc v,�th <br />allowabic valucs. <br />Nailin� lor CYP�um �oard (lath, shcathing hcard) <br />used sVucWralty on shcar v:alls should bc <br />specilicd to comply vrith Tabic �io. 47•I. <br />Shcar walls utilizin� CYPsum hoard (lalh. sh^a:!r <br />inC boa;d) canno: be used lo resist leods im• <br />poscA by masonry or wneretc v�ai�s. Foo;r.c:c <br />], l'abtc No. A7-I. <br />RailiuCs sliould bc desiEned lo v:llh=tand a 20 <br />(50) pound per foot horizontaf forca Tzble <br />No. 23�C. <br />CcilinC loi:ts should tc desiGned for totzl lcdd <br />of not Icss lhan 10 (20) pounds per squarc <br />tooL Tab�c No. 23�C. <br />Inlerio� partitions shculd be justi(ied structurzlly <br />for slrenEth and deflection cri;eria sp^cified in <br />Scction 2312 (b)• _ <br />. shouid cenc:y <br />......................................... ........ . <br />wilh a specific ICEO rescarch recomrnendzt:on <br />or juslifyin�; test data shouid be submit;ed in <br />eomplianec with Section 106. <br />Plans should indicate that tcundations eztend <br />bclow the frosl linc. � <br />175, Pm��ide tomplMe speci(ication in eonlormxace <br />vrilh tiie design for ............. ...-...... <br />.................... _ <br />� � r- � i�l RJ R� J •Ih-1 SJ u__li-ALRL"y uy--��� . <br />✓ ,, ,�,�.,.�,n� -��,�.. (, r�,a �. o . <br />,� _ 'rlatii �.a �-c ��.,.�. z.� ris. <br />..,-,.�-....�c .�aPFrD P'r>c.tu � � <br />i , q_ i G f,� 7 a <br />. . . _ _ . .r. —i ..iA�.l,i • <br />� � L��G1S� ? �ti � � 1Si �R n-...1G . <br />7hesc shce.s arc n part ot thc pians and .hall rcmain attached !hcrclo. Correclions as abovc indicaled will bc eomplicd r+ilh. <br />........:........................._................_..(Sign I1c�e) <br />Rcchcckcd and Approved .................... <br />Dalu <br />Checkcd by <br />patc <br />Shect No. f ot G Shccls <br />............._----. <br />(Sipnalura o( O�vncr or ApPli<anq <br />