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. , . - . _ . . . � i <br /> ]57, Garages lor lhr. ;tora�e of privalc plmsurc cars 1W, DclaiL• should lic proviAcd on'raol (Iloor) dia� , <br /> shoulJ bc desi�ned lor a minunUm 2000�pow�d phra�nt conncclions lhat ���Ji�:alc Iww thc � <br /> whetl load. Seclion 230?. (b). shoars are Irans(ened to vertic:d shmrresisb � <br /> . — .. Inp clemcnls. Conncetions shou-d bc ���slihcA <br /> � 156. Livc load si�n5 .rc rCQui2d. Sedion 2309. Scc wilh slniclural c�iculaliors lor compliancc�.vith <br /> � .......................................................................... � <br /> .Ilowd�lc val�es. <br /> 755,I G�ucA�laminaled lumbcr ShoWd 6c �abricaled in � ' ; <br /> acCoiAancc r+ith Seciion 2511 (I). 1G�. I�ailin�;for gpP������ board Qath. shcalhm� board) <br /> J(�j.I hltowaUlc s;�ctis in plucd�laminatcJ mrmbcrs — UscA str�¢lw:d�y On sl�car walls sho:dd Uc � <br /> ovcr 72 indic; in deplh �I�o�dd r,on,idcr a <br /> specilicJ to comply wilh l:iblc No. 47d. <br /> u'epih mJuelion factur. Section ^5ll (d) G. 1G3. Sliearwalls ulilizinp CYP%um 6oard ilalh. sheath� <br /> , 1W. I F:oiled conncclions cxposed to the v:calher .uc _ ing 6oard) cannot be used lo res-st IoaJs inr ' <br /> limited to %5 percent ol lhe .Itn�.vable load posed by masonry m' eonemte rn Is. footnote � <br /> unJer proteeled conAitions. U.It.C. Slandard l, Tahle No. 47�1. <br /> No. 2G•17. <br /> 1G2. i I.nchoraQc uf conuctc �nd masonry wall;shoutd 170. liailiii�;s shoidd bc desi�neA lo w.iths[:nd a ^.0 j <br /> comply vrith Sectir•n 2313. (SU) pound per feot horizontil foze. Table I <br /> No. 23 C. t <br /> ]63. i FI(�:'ood grades shoulG cor.form with Tablc No. -- 1 <br /> ?�,1�. ]71. Cciiin� joi;l5 should hc desi�ned lor �olal inad � <br /> of noL Irss lhan 10 ('0) pounds per SQuarc ` <br /> 7G:, Jusiificalicn is rcquiretl ihat suflicirn( slope or {oot. T.^b�c tlo. 23�C. I <br /> I cambcr is nv,ilab:c to .ssurc adcquatc roof _ — „ <br /> tirain�Ce .tter Ior.F lime del:ccti,^.iu. In lieu of 77�; ��n{crior partitinns shoutd I±c justificd stru[luraliy i <br /> ihis, roofs musl b^designed for possible pond• for slren�lh ,nd dclleetion eiitena sp:cificd in <br /> in�nf eiater. Sectien i3D5 (e). Section 2312 (b). <br /> ]65. C^lails on siressing m�ihod and haiAwarc alonA ]73. ......_ should comply <br /> vrilh jusGtyin�dzta are rcU�!ircd en prestresscd .......................... ............� .. <br /> conuele r:o�l:. 7his data sho�td be submitted v:ilh a specilic IC[30 msearch �rcommendalion <br /> � and apProved prior lo orrieiing of malerial. or jUSI��)'in� lc.t data shoWA bc submiNed in <br /> t7olc ihat .II tendons shoWd compiy�:�ith Sec tompliancc with Sedion ]06. <br /> fion 4303 (c) 3, !or firc�rcsistivc purposes. — -- <br /> 1G5. 1Yelding data or detail;(or steel dec6.in� used as • 1��• �'��ns should indicatc ihat foundations czlend. <br /> a diaphr�m should bc prc•iided. Informalion beiow lhc frost !inc. __ <br /> should eempty wi;h a spcciiic ICUO researeh 175. Provide complete specifieation in r.onformance <br /> . recommendation or test data suLmitted in <br /> � comp!iancc with Section ]06. ��•;ilh thc desi�n for............................................ <br /> . . - � . . . ' � ' <br /> - hddilional Conections: - • . ' • ,?:)�'� . . , <br /> . • ' . . . . � .i r-'W'`��`[, . <br /> . . ' . � ' � . 13.�.-C,,.'�I• �.��(� ^f,/�N'L ' <br /> ��hR ��� <br /> i' i aP`���r-��c i��� o� � �P�r_.�c�/ ' �FPARa'f�Ji t ��a �C+aw 3� or-�_� �-+.,•�iZ_ <br /> i��(C�G — ('U�'Z c �!_t r"� �r_ S �c \ <br /> � r,���s <br /> . ./ ' s-e2 ,�-t iR'n� e ,��� �tr � � �, ,e�-1 r.�Rr=i�-tG carA:.r S�-�r�i i n ° ,i-.� .a�•.��r <br /> •-�M1` PR-o-r�.� -1 ��b. <br /> These shce;s arc a part of lhc pians and sholl remain alWthed lhcreto. Coimctions as abovc indiwted wili bc complicd xith. <br /> . . . � . ........ Si ) ..........:................................................................... <br /> Rechecked zr.d Approved......................._..:......................................_ � Gn Hcrc <br /> . (SiC��eWro of Owncr ar�f��liwnq <br /> ' ... C�ICC�C(� �lY.............................................................................. <br /> V��O...........�........................................................ <br /> � •, . <br /> � • . - � � . Dalc........................................................................................ <br /> Shcet IJo.G o(G Shcel^, . � <br />