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OPTION <br /> 12'-8' 3, -10 <br /> J"O 51MP. STRONG BOLT <br /> EMBED 3j" IN CONC. <br /> (TANK <br /> 1/2"0 POWER-BOLT+ <br /> r------------------------------� r------- W/ 3 1/4" EMBED <br /> 4'-5" I (2 BOLTS EA. SKID) <br /> II ---------------- <br /> 3'-8" -3'-8" 3-8 <br /> SEE SUPPORT i • <br /> DETAIL <br /> 14'-0" 2., -7'-0"--f EDGE DETAIL. <br /> FRONT VIEW SIDE VIEW <br /> #4 0 12" O.C. TYP 3"� <br /> T31 • • <br /> 6 <br /> � 1/2"0 POWER-BOLT+ <br /> ••,,,•- .�: • ANCHOR W/ 3 1/4- EMBED <br /> FOOTING DETAIL <br /> (8 TOT, 4 EA. SIDE) <br /> SUPPORT DETAIL <br /> COMMENT OPTION <br /> WHERE LOCAL AGENCIES REQUIREMENTS <br /> ARE MORE STRENGENT, THE FOOTING J"O SIMP. STRONG BOLT <br /> DEPTH MAY BE INCREASED WITH NO EMBED 3j" IN CONC. <br /> CHANGE IN AREA OF STEEL. <br /> THE 3" CLEAR FROM BOTTOM MUST <br /> BE MAINTAINED. h��V ti 'q( CONTAINMENT <br /> NOTES: `cy�y FI Akiqj <br /> SOLUT TIONS <br /> MPANY R <br /> 1. TANK DESIGN BY OTHERS a ENGINEERING ' 1,000 GAL. UL-142 2 1 <br /> C13MP <br /> 2. USE POWERS ANCHOR OR EQUAL R 106 500/500 KOMBO TANK <br /> 3. ALL STEEL A-36 OR EQUAL 9/3 <br /> wa <br /> 4. SEISMIC SITE CLASS D. SEISMIC CATEGORY D. OCCUPANCY CATEGORY N N.T.S. 8/25/17 R-0: <br /> 5. 130 MPH WIND, EXPOSURE D 9 -Mar <br /> B. ASSUME SNOW LOAD OF 185 PSFr TT__ <br /> _° <br /> 7. 1 = 1.5 SEISMIC CP�Y C.J. R.G.M. 1 <br /> 8. Q = 1,000 PSF MIN <br /> 9. f'C = 3.000 P51 .' THI�MA:Y:NOT <br /> G IS THE PROPERTY OF KGI ENGINEERInI�" <br /> 10. REINFORCING STEEL, Fy = 60,000 PSI MIN AND BE REPRODUCED NOR ffs UU <br /> 11. DESIGN BASED ON 2016 CBC IN AWITHOUT EXPRESS WRITTEN PERMISSION, <br />