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TANK DIAMETER DEADMAN DIMENSIONS SLAB WIDTHANCHORIN DIMENSIONS <br /> (FT) (W x D)(IN.) (FT.) TA® ETER „A„ .,g„ „C„ „E" «®„ <br /> 4 6"x 6" 6' MIN. MAX. <br /> 6 12"x 12" 9.5' 4' 24" 18" 12" 27" 30" 8'-41/4" <br /> 8 12"x 12" 11' 6' 35" 23" 13" 42" 48" 12'-1" <br /> 10 18"x 12" 13.5' 8' 43" 31" 15" 52" 58" 15'-1" <br /> 12 36"x 8" 15' 10' 57" 45" 15" 69" 75" 18'-83/4' <br /> TABLE 7-1 12' 58" 1 50" 1 23" 87" 1 93" 22'-63/a" <br /> TABLE 7-2 <br /> -III) POSITION STRAP CLIP = II <br /> IIIII— <br /> AT TANK TOP IIIII <br /> I <br /> •'•. •..o::••'`.' •.. �I III I ; I IIIII IIII <br /> :':.:�::�::' . ---------rt---------- -- <br /> C. I I Hill <br /> TYPICAL ANCHORING <br /> ( -III CONFIGURATION <br /> III A "E" IIII IIIII <br /> FIGURE 7-1 = _ <br /> I� I 12" DEADMAN '••=IIIII IIIII <br /> IN 'SLAB, <br /> •. •SLAB.• . • .• __— _ <br /> TANK SHADOW I —III—__ <br /> II— -IIII-III= III—IIII-IIIII= IIII—IIII-IIII <br /> IIII — FIGURE 7-2 - <br /> -111 IIII— <br /> Mill loll[ <br /> I IIIII I I I IIIII IIIII <br /> IIIII IIII IIIII IIIII <br /> — I _ III -1 1-11111 <br /> 2 X WIDTH IIIII 11111— <br /> IIII —II II—IIIII <br /> WIDTH (SEE TABLE 7-1) =T1—111 11111 <br /> FIGURE 7-1A III IIII III-IIIII <br /> Lay the deadmen in the excavation parallel to the tank and =IIII 12- 11111= <br /> outside of the tank"shadow."(See Figure 7-1 and 7-1 A).In <br /> multiple tank installations,each tank will require two deadmen. <br /> The minimum spacing between tanks must be equal to twice the I I -1 III—11111 IIIII=IIIII11111=11111-II I -1111 <br /> width of a single deadman.One deadman may be used between FIGURE 7-3 <br /> two tanks if it is doubled in width. Provide a separate anchor point <br /> for each holddown strap. OLDDOWN STRAPS <br /> ANCHOR SLAB Xerxes FRP straps must be used when a tank is to be anchored. <br /> The location of holddown straps for each tank is marked on the <br /> An anchor slab is a reinforced concrete base.The total length of tank by the arrow(><)symbol.Complete data for holddown <br /> the slab must be at least the same as the tank.The minimum slab straps are given in Table 7-2 and Figure 7-2. <br /> thickness is 8 inches.The width of the slab depends on the tank <br /> diameter.Refer to Table 7-1 for specific dimensions.Refer to Table 0 CI <br /> 7-2 and Figure 7-2 for anchor point dimensions.Provide a separate Place the straps only in the locations designated by the arrow <br /> anchor point for each holddown strap.When using a concrete base symbol(><). <br /> slab,allow sufficient depth in the excavation for 12 inches of To evenly distribute buoyancy loads,tighten all holddown straps <br /> bedding material below the tank.(Figure 7-3). uniformly until they are snug over the ribs but cause no deflection <br /> of the tank. Make an intermediate measurement of the tank <br /> diameter AFTER the straps have been installed and tightened. <br />