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14 <br /> T <br /> "1 n <br /> � = u ^w aL G�IG���r�uG9TEp <br /> i-r:PMS a-SryAF1Nr p lT!'>�1 <br /> 'FtiKSTCi�Z I�la 23 tJ 14 kG ��, <br /> • — Rvw 49gri m ea4p 414 <br /> cr <br /> 111 i k <br /> V t�k b sw — <br /> I' 'A�.a*i �� W✓r Ids .Iq R�1 I I I <br /> H iwr-.F Ga — ., 1?'QV?V w AS-WA ?..ter/ <br /> "AM a <br /> k- <br /> -•r-,ti @}- •- -- - ��_.- it-µd i '- '''�x°?-@"•erj _+ <br /> " - z <br /> vr <br /> �I=16 VR7'•Fy <br /> F, FaL y tten.��5Y$. <br /> Ivrl Jc� — <br /> _+ I -Z <br /> I'I` 2" CONCRETE SLAB ON 26 <br /> NIGAGE METAL FORM DECK, <br /> REINFORCED WITH 6x6 -- -- - <br /> W2.1xW2.1 WWF ON <br /> 12K3 JOISTS @ 2'-0" O.C. <br /> u <br /> N 3 % L <br /> % T — <br /> UP <br /> POTENTIAL RAMP -- L----and' awn for -.— --- REPLACEMENT <br /> a rhown pn[heae drawings are based . -.- .... .�_ <br /> 'I PISAI suPyl,cd by lh*owner. FRAMING FOR 100 y <br /> ndnlona may vary from ibos9 shown PSF LIVE LOAD <br /> ramona and field mea"ure eziaiing <br /> Iabrlcateon of 3,*el and Shall be <br /> FIRST FLOOR <br /> IFIGURE 3 d <br />