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' � • 2 ''��,, ' . � r <br /> L7. G�rages fcr Uie storar� or ���,,,i� n,ca;urc cars 1W, Dclails should bc p�ovided on'rool (Il,or) dla• <br /> ihoulJ Lc Jc���nrd lu�. nunmmm 2000�pound • ph�a�m connections th�t indiwtc how thc <br /> rihcci luad. :;ect�on 2302 (h). •ho�rs arc translcrrcA to vMical ;hcirresi;�� ! <br /> 158. Livc load signs .�c �:quired. Seclion 23G9. Sce � „ Ing cicmcMs. Connect�ons should pc �u:tihr.f �� <br /> ......................................................................... wi�h siruclurai wlculations for compliancc viilli ! <br /> ]54.I G!ucd��aminatcU lumbcr ;hr,uld bc f,bricalcd in atloN•abic vatucs. I� <br /> atcordancc viith Scction 25]1 (Q. 1G6. Nailinr for�yp;um board (lath, sheathing beard) - I� <br /> 162IlJ;ov:aLic Strcss in �lucd•taminated memGers used sUucturaily on shcar wolls should bc <br /> over ]2 inct�es in deF��� slioultl cons�der a speeilied to eompty vritli TaLle No. 47�1, i� <br /> depth reduttion factor. Sectwn 7.511 (d) 6. <br /> 169. Shcar v;atls ulilizinG CYPsum 6oard (lalh, shea:h� <br /> 761. Eolted �nnections exposcd to ihc v:cothcr arc ing board) canno; bc used to resi;t Iwds im� �i <br /> limit^ 0 75 percmt o( thc allowablc load puscd by masonry or concretc v�alls. Pootnutc <br /> und:r�protectcU tonUdion,. U.O.C, Stuntlard 1, Tablc No. 47•L �I <br /> 17r. 2�•17. <br /> �! <br /> 162. 6r_horape nf concrete and ma:onry wall; :hould 170. Raiiings should be designed to a�ith;tinA a 20 ' ;i <br /> eompiy v�ilh Secficn 2313. (50) pound per fool horizontal forea T.+.ble �� <br /> 763. j Pr,+iood grades ;hould eon(orm with Tablc IVo. t4o. 23�C. i <br /> � �0��' 171. Ccilin� joists 5hovid be desiened 1or total Ic�d � <br /> 164.I Jnli(ication is re�uir,,�d that suftieient slope or of not less than 10 (20) pounds per squarc ' <br /> tambcr is avaiiau:e.to assure adcquat^ raa( 1oot. 1'xGie ko. 23�C. <br /> draina�c a(ter lone timc �eflections. In lieu of <br /> ihis, roots must Le desipned `.or possibie pond• 172. Inlcrior partitions shoulA be jus;ified slructurzlly �i <br /> ing of waler. Sec,ion 25^5 (e). for strengih and de0eetion tri;eria specilied in �� <br /> ]G5. Detzils on stressin� mcthcd end hardwzre z!ong Seelion 2312 (b). I <br /> rrilh justifyin�deta are rcquired on prestressed 173. . ... should eomply <br /> � eoncrete worF:. This Cala should be submr;ed � ............................................... . <br /> and a roveJ wilh a specilie ICEO resc.rch recommenda;:on <br /> � � nn prior to orderinE of materixl. or (ustifying test dala shauld be submitted in <br /> f.ote fhxt all tenCons should comply �:i;h Seo tom liante wilh 5 <br /> tian 4303 (c) 3, for ftrrresistive ourposes. G ettion 106. <br /> 1G6. V1c!din�d2la or detaii, for sl^_el ded:ine u;ed as 174. Plans shouid indiwh that foundalions ezlend <br /> a diaphra�;m shoWd he pwvidcd. In(orma;ion bcloar the frost line. <br /> % should temp;y with a specilic IC80 researeh <br /> i� reeommendalion er test tla;a submiRed in 175. Provide co;npfete specification in eonformance <br /> tompliancc v;ith Settion 1GG. . with lhc desiEn for............................................ <br /> Additional Corrections: � • ' ' � . , • <br /> �_ I. N,>...oicnf-��,`i� 2�ST �2oorn.. ' • , • � • <br /> a e�. �.,'R .v�� -.,�� �'i ..-.�!—�F-T r.�o,�S � . . <br /> . . I <br /> • . - , . . , . . , � <br /> . • . ' '. . ' ' i <br /> These shens are a part of the plaos cnd shall rcmoin atiached !here:o. Correclions as above indiwled will be complied «ith. � <br /> � <br /> hctheckcdar.d Approvcd............................:........................._....................(SI.n Ilcrc ' � <br /> C J .............................................................................. , <br /> � - ' (Signalura ol Owncr or Applicanq • <br /> n���........_�..._........ ' . . ' ' <br /> � . ............................................. C.�ICC�C<� � <br /> y......................................................._.................... 1 <br /> Datc. ........................................................................... � � <br /> , • � <br /> . . . • ; <br /> ' . . ! <br /> . • ' � <br /> � <br /> � I <br /> Shcrt No. G of G Shccls � 1 <br />