Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Building Agency <br />ESR-4266 {'dgr c.; <br />MosrN6defyAeceptedandTrusted - <br />4F Approved <br />TABLE 9—HILTI KB TZ2 CARBON STEEL ANCHORS SETTING INFORMATION FOR INSTALLATION C N *0R)PERM IT ISSUANCE <br />CONCRETE -FILLED PROFILE STEEL DECK ASSEMBLIFS ACCORDING TO FIGURE 5D1 <br />7 <br />3 <br />` <br />Design Information <br />Symbol <br />Units <br />Nominal anchor diameter (in.) <br />1/4 318 11 <br />— <br />_ <br />Effective Embedment Depth <br />p <br />, <br />in. <br />1-1/2 1-112 2 1-1/2 <br />-M <br />Dat: <br />e` <br />(mm) <br />(38) (38) (51) (38) <br />I) <br />_ <br />Nominal Embedment Depth <br />h,o,„ <br />in. <br />1-3/4 <br />1-718 <br />2-1/2 <br />--- <br />2 <br />_ <br />` <br />(mm) <br />(44) <br />(48) <br />(64) <br />(51) <br />(64) <br />Minimum Hole Depth <br />ho <br />In. <br />2 <br />2 <br />2-1/2 <br />2-3M <br />2-1M <br />_ <br />2-3/4 <br />(Inm) <br />(51) <br />(51) <br />(64) <br />(70) <br />(57) <br />(70) <br />Minimum Concrete Thickness' <br />h ,,.,d-k <br />in. <br />2-1/2 <br />2-1/2 <br />2-1/2 <br />3-114 <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,c a�Ck.,ov <br />in. <br />(mm) <br />5 <br />(127) <br />16 <br />(408) <br />8 <br />(204) <br />6 <br />(152) <br />7-1/2 <br />(191) <br />12 <br />(305) <br />7-1/2 <br />(191) <br />Minimum Edge Distance <br />cn,n,deck got, <br />in. <br />(mm) <br />3 <br />(76) <br />16 <br />(408) <br />8 <br />(204) <br />6 <br />(152) <br />7-1/2 <br />(191) <br />12 <br />(305) <br />7-1/2 <br />(191) <br />8 <br />(204) <br />Minimum Spacing <br />sro�,a��k.r� <br />in. <br />(mm) <br />3 <br />(76) <br />8 <br />(204) <br />6 <br />(152) <br />4 <br />(102) <br />9 <br />(229) <br />6 <br />(152) <br />9 <br />(229) <br />6 <br />(152) <br />Required Installation Torque <br />Timm <br />ft-Ib <br />(Nm) <br />4 <br />(5) <br />30 <br />(41) <br />50 <br />(68) <br />hmfn,drek <br />Max. 3" <br />hi,htdeck <br />Max. 3" <br />msrananons must compry win �ecuon 4.i. Iu ano �ecnon 4.� ano r,gure au or mis report. <br />7 Design capacity shall be based on calculations according to values in Tables 4 and 6 of this report. <br />' Applicable for h oha.ok < hmi, Table 3. For hmhd,ac t ho,r,, Table 3, use setting information in Tables 7 and � and critical ede distances In Table 4 <br />of this report. <br />' Minimum concrete thickness refers to concrete thickness above the upper Mule. See Figure 5D. <br />A A;- VW ..... <br />Lower flute installation <br />Upper flute <br />installatio�l <br />1" 1`P Min. 20-gauge steel deck <br />FIGURE 5A—KB-TZ2 IN THE 'ISOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES — W DECK <br />Min. 12" typ. <br />Lower flute installation <br />Upper flute <br />installatio�� <br />I00 <br />tn <br />_I 1" iP Min. 20-gauge steel deck <br />FIGURE 5B—KB-TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES — W DECK <br />Min. 6" typ. <br />Upper flute installation <br />