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ESR-4266 <br />CITY OF SANTA ANA <br />Pla ne gT3an 1guilding Agency <br />9 <br />Most Widely Accepted and Trusted <br />Max. 3" <br />��Approved <br />TABLE 9—HILTI KB-TZ2 CARBON STEEL ANCHORS SETTING INFORMATION FOR INSTALLATION N Rpr ISSUANCE <br />CONCRETE -FILLED PROFILE STEEL DECK ASSEMBLIES ACCORDING TO FIGURE 5D <br />Design Information <br />Symbol <br />Units <br />Nominal anchor diameter (in.) <br />1/4 <br />318 <br />1/ <br />Effective Embedment Depth <br />h,,, <br />in. <br />1-1/2 <br />1-1/2 <br />2 <br />1-1/2 <br />IVIaSlter . <br />(mm) <br />(38) <br />(38) <br />(51) <br />(38) <br />DatW) <br />Nominal Embedment Depth <br />h,— <br />in. <br />1-3/4 <br />1-7/8 <br />2-1/2 <br />2 <br />2-112 <br />(mm) <br />(44) <br />(48) <br />(64) <br />(51) <br />Minimum Hole Depth <br />h� <br />in. <br />2 <br />2 <br />2-1/2 <br />2-3/4 <br />2-1/4 <br />2-3/4 <br />(mm) <br />(51) <br />(51) <br />(64) <br />(70) <br />(57) <br />(70) <br />Minimum Concrete Thickness' <br />h �k, <br />in. <br />2-1/2 <br />2-1/2 <br />2-1/2 <br />3-1/4 <br />2-1/2 <br />3-1/4 <br />3-1/4 <br />(mm) <br />(64) <br />(64) <br />(64) <br />(83) <br />(64) <br />(83) <br />(83) <br />Critical Edge Distance <br />c,Kw.rcc <br />in. <br />5 <br />16 <br />8 <br />6 <br />7-1/2 <br />12 <br />7-1/2 <br />(mm) <br />(127) <br />(408) <br />(204) <br />1 (152) <br />(191) <br />(305) <br />(191) <br />Minimum Edge Distance <br />cme,eu.;� <br />in. <br />3 <br />16 <br />8 <br />6 <br />7-1/2 <br />12 <br />7-1/2 <br />8 <br />(mm) <br />(76) <br />(408) <br />(204) <br />(152) <br />(191) <br />(305) <br />(191) <br />(204) <br />Minimum Spacing <br />s—, .,.; <br />in. <br />3 <br />8 <br />6 <br />4 <br />9 <br />6 <br />9 <br />6 <br />(mm) <br />(76) <br />(204) <br />(152) <br />(102) <br />(229) <br />(152) <br />(229) <br />(152) <br />Required Installation Torque <br />T,n„ <br />ft-lb <br />4 <br />30 <br />50 <br />(Nm) <br />(5) <br />(41) <br />(68) <br />iistaiauuns must curnpry win oectwn 4. r. ru ano oecnon a.a ano rigure ou or ems report. <br />Design capacity shall be based on calculations according to values in Tables 4 and 6 of this report. <br />' Applicable for h— ­ < hm Table 3. For h— a . a hr., Table 3, use setting information in Tables t and � and critical ede distances in Table 4 <br />of this report. <br />° Minimum concrete thickness refers to concrete thickness above the upper flute. See Figure 5D. <br />,.ra..�tc�..n. <br />Lower flute installation <br />Upper flute <br />installatio�t <br />x <br />4-1/2-4 Min. <br />Nfin. 4-P-T . <br />1" — tin.-0-gauge steel deck <br />FIGURE 5A—KB-TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES - W DECK <br />Lower flute installation <br />�l m:n.Jn 4 <br />iViax.3" / <br />`tin. <br />3-7 S" <br />Min. <br />I" <br />Min. 13" typ. Upper flute <br />installation <br />- 0c <br />,Min. <br />Min. 20-gauge steel deck <br />FIGURE 5B—KB-TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES - W DECK <br />Mill i," rip. Upper flute installation <br />