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1 VERTICAL WATER TANK AND <br /> PROPANE TANK INSTALLATION IN <br /> 1 SPECIAL FLOOD HAZARD AREA <br /> 1 <br /> 1 <br /> 1 <br /> 1 STEEL SADDLE WELDED <br /> TO TANK TYPICAL (SEE NOTE 71 <br /> 1 4— ANCHOR BOLTS (SEE NOTE 9,2) <br /> TANK ELEVATION PO Z• NIN.TYPICAL <br /> CONCRETE SLAB ELEVA , <br /> 1 <br /> 6 V". <br /> 1 DIA WK 2' -W I <br /> 1 CONCRETE NOT TO EXTEND MORE ANCHOR BOLT EMBEDDED IN CONCRETE TYPICAL (SEE NOTES 1,2) <br /> THAN 1" ABOVE ADJACENT GRADE <br /> #4 REBAR O 12" BOTH WAYS & T1E (SEE NOTE 3) <br /> 14 REBAR <br /> 1UNJlf <br /> 2' MIN <br /> 1 <br /> !VOTES AND SPECIFICATIONS <br /> 1. MinLmum anchor bolts and mounting hardware shall be sized as follows: <br /> 1 9/2 for tanks 480 gallons and under <br /> 5/8" for tanks larger than 480 and less than or equal to 525 Gallons QU I fV <br /> 3/4" for tanks above 525 Gallons <br /> 2. Anchor bolts shall be embedded a minimum of 6" into concrete '.' '°•O <br /> 1 and 6 from the nerarest edge of the concrete. _ Ci <br /> 3. Rebar shall be embeded a minimum of 3" into concrete. Z ;Z <br /> 4. All hardware shall be GALVANIZED and meet ASTM 307 requirements <br /> 5. Minimum size of angle brackets shall not be less than 1/4" X 3" X 3" X 3". to. :•C <br /> 6. Holes in angle brackets shall be centered on the angle flange and a minimum <br /> 1 diameter required for bolts. s• s <br /> 7. Minimum saddle welds shall be 6" of each foot of tank bearing surface. <br /> 8. Tank shall be centerd on concrete slob. Q. <br /> 4:r, S -7 ,30 <br /> 1 <br />