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515 E Dyer Rd-EV Chargers & Parking lot - Plan
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515 E Dyer Rd-EV Chargers & Parking lot - Plan
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Last modified
2/24/2026 10:50:41 AM
Creation date
2/24/2026 10:50:27 AM
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Plan
Permit Number
20186473
101124420
101124421
Full Address
515 E Dyer Rd
Street Number
515
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
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CITY OF SANTA ANA <br />Planning and Buildi <br />MATERIAL SPECIFICATIONS <br />Approv <br />FOR PERMIT IS <br />Heat treated carbon steel with a minimum zinc coating of 0.0003 inch (8 pm) thick in accordance with DIN EN ISO 4042. <br />KH-EZ CRC has mechanically deposited zinc coating with a minimum thickness of 0.0021 inch (53 um) in accordance with <br />ASTM B695, Class 55. <br />INSTALLATION PARAMETERS <br />Master ID: <br />Date: <br />Table 1 — Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC specifications <br />Nominal anchor diameter <br />Setting <br />1/4 <br />3/8 <br />1/2 <br />5/8 <br />3/4 <br />information <br />Symbol <br />Units <br />Head style and coating <br />Hex, P, PM, PL, <br />Hex, C head <br />Hex, C head <br />Hex head <br />Hex head <br />Hex head <br />C head <br />(Including CRC) <br />(Including CRC) <br />(Including CRC) <br />(Including CRC) <br />Nominal bit diameter <br />dbit <br />in. <br />1/4 <br />3/8 <br />1/2 <br />5/8 <br />3/4 <br />Minimum nominal <br />h <br />in. <br />1-5/8 <br />2-1/2 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />2-1/4 <br />3 <br />4-1/4 <br />3-1/4 <br />4 <br />5 <br />4 <br />6-1/4 <br />embedment <br />�m <br />Minimum effective <br />ha, <br />in. <br />1.18 <br />1.92 <br />1.11 <br />1.54 <br />1.86 <br />2.50 <br />1.50 <br />2.16 <br />3.22 <br />2.39 <br />3.03 <br />3.88 <br />2.92 <br />4.84 <br />embedment <br />Minimum hole depth <br />h <br />in. <br />2 <br />2-7/8 <br />1-7/8 <br />2-3/8 <br />2-3/4 <br />3-1/2 <br />2-5/8 <br />3-3/8 <br />4-5/8 <br />3-5/8 <br />4-3/8 <br />5-3/8 <br />4-3/8 <br />6-5/8 <br />Minimum fixture hole <br />d, <br />in. <br />3/8 <br />1/2 <br />5/8 <br />3/4 <br />7/8 <br />diameter <br />Anchor Length = h + t <br />f <br />See ordering information <br />Installation torque concrete' <br />T,_ <br />ft-lb <br />18 <br />19 <br />40 <br />45 <br />85 <br />954 <br />(Nm) <br />(24) <br />(26) <br />(54) <br />(61) <br />(115) <br />(129) <br />Maximum impact wrench <br />T <br />ft-lb <br />157 <br />157 <br />450 <br />137 <br />450 <br />590 <br />590 <br />torque rating concrete <br />nPa t.m <br />(Nm) <br />(213) <br />(213) <br />(610) <br />(186) <br />(610) <br />(800) <br />(800) <br />Installation torque masonry <br />ft-Ib <br />21 <br />22 <br />34 <br />38 <br />70 <br />KH-EZ <br />(P, PM, PL, C)' <br />T st <br />(Nm) <br />(28) <br />(30) <br />(46) <br />(52) <br />(95) <br />Installation torque <br />ft-lb <br />20 <br />25 <br />35 <br />45 <br />masonry for <br />T,i,st <br />(Nm) <br />(27) <br />(34) <br />(48) <br />(61) <br />KH-EZ CRC' <br />Maximum impact wrench <br />torque rating masonry for <br />T <br />ft-Ib <br />114 <br />114 <br />332 <br />332 <br />332 <br />332 <br />KH-EZ <br />mPa t.m <br />(Nm) <br />(155) <br />(155) <br />(450) <br />(450) <br />(450) <br />(450) <br />(P, PM, PL, C)2.3 <br />Maximum impact wrench <br />ft-lb <br />100 <br />100 <br />332 <br />332 <br />torque rating masonry for <br />TImP..t.m <br />(Nm) <br />(136) <br />(136) <br />(450) <br />(450) <br />KH-EZ CRC2.3 <br />Wrench size <br />in. <br />7/16 <br />9/16 <br />3/4 <br />15/16 <br />1-1/8 <br />1 T. , is the maximum installation torque that may be applied with a torque wrench. <br />2 Because of variability in measurement procedures, the published torque of an impact tool may not correlate properly with the above setting torques. <br />Over torquing can damage the base material, anchor and/or reduce its holding capacity. <br />3 For more information on KH-EZ installed in masonry, see ESR-3056 and Design Information for Masonry in this section. <br />4 Maximum installation torque in concrete for 3/4-in diameter KH-EZ CRC is 95 ft-lbs. (115 Nni <br />Figure 1 — Hilti KH-EZ <br />specifications <br />do 1Zjl DESIGN INFORMATION IN CONCRETE PER ACI 318 <br />t <br />ACI 318 Chapter 17 design <br />The load values contained in this section are Hilti Simplified Design Tables. The <br />load tables in this section were developed using the Strength Design parameters <br />hef hnom ho and variables of ESR-3027 and the equations within ACI 318 Chapter 17. For a <br />detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8 of <br />the North American Product Technical Guide, Volume 2: Anchor Fastening <br />Technical Guide, Edition 22 (PTG Ed. 21). Data tables from ESR-3027 are not <br />contained in this section, but can be found at www.icc-es.org or at <br />dbit �— www.hilti.com. <br />ng Agency <br />ed <br />UANCE <br />332 Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 1 3.3.6 KWIK HUS-EZ SCREW ANCHOR <br />Hilti, Inc. 1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti (Canada) Corporation I www.hilti.ca 1 1-800-363-4458 <br />
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