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- <br /> /. l / REVISION I BY'\ <br /> s;L_eaN ac. 5/26/03 FLl <br /> raga AreuoxAlx <br /> FABRIC.Ea AT TOP FELy T STRUCTURAL NOTES: <br /> T6a INSIDE TO IsNOe (0).50011. VOID 000115?05t0;FTEON. -_ <br /> rr,..a Construction to meet uniform Building Cantle,lag]Edition. <br /> ® rAArw PaaaEepGaBT. \� -_-- _-- _- jity LOADS: <br /> I <br /> Frn _ _61 2 CON I. City of Everett H5-25 <br /> SEE .co2K iFt;�aF:Nee.4At. n aR B.ao 1 RFaAsf aw aaPe J <br /> �- k} Fara' IAMB. <br /> 501E AND FOUNDATION DATA: <br /> k -- v -a�Plx N NERORAIL SCro-fie I x ale io I. <br /> Oesig,bearing capacity 2000 pot,EFF•SOpef. <br /> P;;3++0 NBTALL FER Br veBPARmi�5Ta <br /> MANFACA PCPS <br /> ��-9 _ ® I1 I slur-wA,lws 1 "..I_L e'“ CONCRETE: <br /> • < I SI - 1. Octad,lobricate,ma place re-steel os shown in Ael•naval of Standard <br /> P P ASERORAIN VERT BAR TO MArul owe. Practice'ACI 315. <br /> o IR 9 n r-�I�J T 4 -o ---I <br /> AELG 6'w9VCIcaa6 I-T, n•Ian oc c 2. Concrete and Reinfaci W� <br /> a �� -- - } Io a. 25De day test strength <br /> i'c 3000 poi ���III <br /> A R •.BORIC masa II]rxR sowe.A PSR b, Reinforcing Grode, 60 ksi unless ted otherwise ("\-n <br /> o } 3-j I PA MAIN Rax lF.I rrr^� <br /> Q g /W.MN <br /> 6•FEW.PIPE`A ..I _ rERsroP 3. Cover(Clea Dimensions) I V l <br /> n u ® vwOPuw SEE ofT�3r51 ® ¢� 4 IT BEV.BaB.0 \•!/'} I� ".a oc sixstWL*IOnS Vertical foxes deposed to earth a weather. I-vY dear(R5 t smaller) W L"- <br /> -may � M b. Vertical faces exposed to earth a weather: 2'dear(a6 a lam) <br /> : I a e h a <br />