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• , • • Vsm#rphy <br />amir-� Cor-pcmr-aR�3..cmn <br />4345 S. 93rd E. Ave. Oil 0 Job No. T-7027 <br />Tulsa Oklahoma 74145 27' x 46' 2-Columns x 22' MHR 9-30-87 <br />Phone (918) 622-1191 14'-6 Clearance 30" Fascia Page I of 7 <br />(DL+LL+WL/2) <br />(DL+LL / 2+WL ) <br />P(Axial) <br />29.41. kips <br />17.91 kips <br />Anchor Rods & Base Plate <br />M(Wind) <br />22.76 k-ft <br />45.53 k-ft <br />Use Standard Base Plate 3/4 x 20 x 20 W/ b Gussets <br />Use 8 - 1 Dia. A.R. (Embedded 32 inches minimum) A36 <br />Applied Tension = 12.16 k/bolt <br />Allowable Tension = 13.1 k/bolt <br />Bolt Separation = 16 inches I� <br />Bl;4ck Footing <br />USE 8.5 ft x 5.5 ft x 4.25 ft thick Pad 5 ft Deep <br />P(Uplift) <br />14.50 kips <br />29.00 k i ps <br />�Pm <br />� fi-ftoll� <br />Uplift Capacity = 31.91 kips Resisting Mom (L) = %135.60 k-ft <br />Vol. of Concrete = 198.69 cf. Resisting Mom (T) = 87.74 k-ft <br />(DL+LL+WL/2) (DL+LL/2+WL) <br />Pmax = 1.611 ksf 1.708 ksf <br />Pmin = 0.923 ksf 0.333 ksf <br />Pad Reinforcement <br />As = M(12)/(Fs*.id) <br />As = .1959 sq.in/ft <br />USE # C in. c/c <br />(E.W. - T.& B.) <br />Use 6 x 6 - 10/10 WWM as temperature <br />reinforcement in the four vertical faces. <br />I <br />hereby certify that this plan, speciticati)on, <br />p�ES�'/ <br />report was prepared by me or under my <br />I <br />Q <br />ct supervision an that I am a duly Regi <br />- <br />J� i6� <br />(v4IDF� <br />f <br />Architect and r the laws of the State <br />nesota.93 <br />I u <br />MICHAEL H. <br />REGEN <br />... <br />..............-'°"(`� <br />... .......... ........_....-....,...-._ <br />e�y 12514. <br />Beg,. No.71 <br />rf <br />