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515 E Dyer Rd-EV Chargers & Parking lot - Plan
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2/24/2026 10:50:41 AM
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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 />111-11-071 <br />Planning and Build <br />Table 8 - Load Adjustment Factors for 3/8-in. diameter Hilti KH-EZ, KH-EZ C and KH-EZ CRC in uncrackel <br />',z Approve <br />Edge distance in shear <br />FOR <br />PERMIT IS' <br />It to and awa <br />3/8-in. KH-EZ <br />Spacing factor <br />Edge distance <br />Spacing factor <br />Conc. thickness factor <br />uncracked <br />in tension <br />factor in tension <br />in shear' <br />1 toward edge <br />from edge <br />in shear ^ <br />concrete <br />fM <br />fRN <br />f.,v <br />fm <br />fa <br />f„r <br />Embedment in- <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />lgj� <br />}/8 <br />2.1/2 <br />3.1/ <br />h (mm) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64)11 <br />i <br />e91) <br />(54) <br />(64) <br />(83) <br />1-1/2 (38) <br />n/a <br />n/a <br />n/a <br />n/a <br />0.58 <br />0.62 <br />0.63 <br />0.57 <br />n/a <br />n/a <br />n/a <br />n/a <br />0.49 <br />0.32 <br />0.25 <br />0.08 <br />0.58 <br />0.62 <br />0.5011 <br />0.17 <br />n/a <br />n/a <br />n/a <br />n/a <br />2 (51) <br />n/a <br />n/a <br />n/a <br />n/a <br />0.76 <br />0.75 <br />0.75 <br />0.66 <br />n/a <br />n/a <br />n/a <br />n/a <br />0.75 <br />0.49 <br />0.38 <br />0.13 <br />0.76 <br />0.75 <br />0.75 <br />2-1/4 (57) <br />0.84 <br />0.74 <br />0.70 <br />0.65 <br />0.86 <br />0.82 <br />0.81 <br />0.70 <br />0.65 <br />0.62 <br />0.60 <br />0.55 <br />0.90 <br />0.59 <br />0.46 <br />0.16 <br />0.90 <br />0.82 <br />0.81 <br />0.31 <br />n/a <br />n/a <br />n/a <br />n/a <br />c <br />2-1/2 (64) <br />0.88 <br />0.77 <br />0.72 <br />0.67 <br />0.95 <br />0.91 <br />0.88 <br />0.75 <br />0.67 <br />0.63 <br />0.61 <br />0.55 <br />1.00 <br />0.69 <br />0.54 <br />0.18 <br />1.00 <br />0.91 <br />0.88 <br />0.37 <br />n/a <br />n/a <br />n/a <br />n/a <br />t <br />3 (76) <br />0.95 <br />0.82 <br />0.77 <br />0.70 <br />1.00 <br />1.00 <br />1.00 <br />1 0.85 <br />0.71 <br />0.661 <br />0.63 <br />1 0.56 <br />1 0.901 <br />0.71 <br />0.24 <br />1 <br />1.00 <br />1.00 <br />0.48 <br />n/a <br />n/a <br />n/a <br />n/a <br />3-1/4 (83) <br />0.99 <br />0.85 <br />0.79 <br />0.72 <br />0.90 <br />0.72 <br />0.67 <br />0.64 <br />0.57 <br />1.00 <br />0.80 <br />0.27 <br />0.54 <br />0.95 <br />n/a <br />n/a <br />n/a <br />3-1/2 (89) <br />1.00 <br />0.88 <br />0.81 <br />0.73 <br />0.95 <br />0.74 <br />0.68 <br />0.65 <br />0.58 <br />0.89 <br />0.30 <br />0.61 <br />0.98 <br />n/a <br />n/a <br />n/a <br />4 (102) <br />0.93 <br />0.86 <br />0.77 <br />1.00 <br />0.78 <br />0.71 <br />0.68 <br />0.59 <br />1.00 <br />0.37 <br />0.74 <br />1.00 <br />0.91 <br />0.84 <br />n/a <br />Y <br />4-1/2 (114) <br />0.99 <br />0.901 <br />0.80 <br />0.81 <br />0.73 <br />0.70 <br />0.60 <br />0.44 <br />0.88 <br />0.89 <br />n/a <br />4-3/4 (121) <br />1.00 <br />0.93 <br />0.82 <br />0.83 <br />0.75 <br />0.71 <br />0.60 <br />0.48 <br />0.96 <br />0.91 <br />0.639 <br />5 (127) <br />0.95 <br />0.83 <br />1 <br />0.84 <br />0.76 <br />0.72 <br />0.61 <br />0.52 <br />1 <br />1 1.00 <br />0.94 <br />0.655 <br />6 (152) <br />1.00 <br />0.90 <br />0.91 <br />0.81 <br />1 0.76 <br />0.63 <br />1 <br />1 <br />0.68 <br />1.00 <br />0.718 <br />cis <br />7 (178) <br />0.97 <br />1 0.98 <br />0.86 <br />0.81 <br />1 0.65 <br />0.86 <br />0.775 <br />8 (203) <br />1.00 <br />1.00 <br />0.91 <br />0.85 <br />0.67 <br />1.00 <br />0.829 <br />m <br />9 (229) <br />0.97 <br />0.90 <br />0.69 <br />0.879 <br />a <br />10 (254) <br />1 1 <br />1.00 <br />0.94 <br />0.71 <br />0.927 <br />a <br />11 (279) <br />0.98 <br />0.74 <br />0.972 <br />12 (305) <br />1 <br />1 <br />1.00 <br />0.76 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1.000 <br />14 (356) <br />1 <br />0.80 <br />16 (406) <br />0.84 <br />0 <br />18 (457) <br />0.89 <br />C/) <br />20 (508) <br />0.93 <br />24 (61 OA <br />1 <br />11.000 <br />Table 9 - Load Adjustment Factors for 3/8-in. diameter Hilti KH-EZ, KH-EZ C and KH-EZ CRC in cracked 1,2 <br />Edge distance in shear <br />II to and away <br />3/8-in. KH-EZ <br />Spacing factor <br />Edge distance <br />Spacing factor <br />Conc. thickness factor <br />cracked <br />in tension <br />factor in tension <br />in shear' <br />1 toward edge <br />from edge <br />in shear' <br />concrete <br />fAN <br />fRN <br />fnv <br />fW <br />f, <br />fHv <br />Embedment in. <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />1-5/8 <br />2-1/8 <br />2-1/2 <br />3-1/4 <br />h (mm) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />(41) <br />(54) <br />(64) <br />(83) <br />1-1/2 (38) <br />n/a <br />n/a <br />n/a <br />n/a <br />0.92 <br />0.74 <br />0.66 <br />0.57 <br />n/a <br />n/a <br />n/a <br />n/a <br />0.49 <br />0.32 <br />0.25 <br />0.09 <br />0.92 <br />0.64 <br />0.50 <br />0.17 <br />n/a <br />n/a <br />n/a <br />n/a <br />_ <br />2 (51) <br />n/a <br />n/a <br />n/a <br />n/a <br />1.00 <br />0.90 <br />0.79 <br />0.66 <br />n/a <br />n/a <br />n/a <br />n/a <br />0.76 <br />0.50 <br />0.39 <br />0.13 <br />1.00 <br />0.90 <br />0.77 <br />0.26 <br />n/a <br />n/a <br />n/a <br />n/a <br />E <br />E <br />2-1/4 (57) <br />0.84 <br />0.74 <br />0.70 <br />0.65 <br />1.00 <br />0.98 <br />0.85 <br />0.70 <br />0.66 <br />0.62 <br />0.60 <br />0.55 <br />0.90 <br />0.59 <br />0.46 <br />0.16 <br />1.00 <br />0.98 <br />0.85 <br />0.31 <br />n/a <br />n/a <br />n/a <br />n/a <br />2-1/2 (64) <br />0.88 <br />0.77 <br />0.72 <br />0.67 <br />1.00 <br />1.00 <br />0.92 <br />0.75 <br />0.67 <br />0.63 <br />0.61 <br />0.55 <br />1.00 <br />0.69 <br />0.54 <br />0.18 <br />1.00 <br />1.00 <br />0.92 <br />0.37 <br />n/a <br />n/a <br />n/a <br />n/a <br />3 (76) <br />0.95 <br />1 0.82 <br />0.77 <br />1 0.70 <br />1.00 <br />1 1.00 <br />0.85 <br />0.71 <br />1 0.66 <br />1 0.63 <br />0.56 <br />1.00 <br />0.91 <br />0.71 <br />1 0.24 <br />1 1.00 <br />1.00 <br />1.00 <br />0.48 <br />n/a <br />n/a <br />I n/a <br />n/a <br />3-1/4 (83) <br />0.99 <br />0.85 <br />0.79 <br />0.72 <br />0.90 <br />0.73 <br />0.67 <br />0.64 <br />0.57 <br />1.00 <br />0.80 <br />0.27 <br />0.55 <br />0.95 <br />n/a <br />n/a <br />n/a <br />N <br />u <br />3-1/2 (89) <br />1.00 <br />0.88 <br />0.81 <br />0.73 <br />1 0.95 <br />0.74 <br />0.68 <br />0.65 <br />0.58 <br />0.90 <br />0.31 <br />1 <br />1 0.61 <br />0.98 <br />n/a <br />n/a <br />n/a <br />4 102 <br />0.93 <br />0.86 <br />0.77 <br />1.00 <br />0.78 <br />0.71 <br />0.68 <br />0.59 <br />1.00 <br />0.37 <br />0.75 <br />1.00 <br />0.91 <br />0.84 <br />n/a <br />4-1/2 (114) <br />0.99 <br />0.90 <br />0.80 <br />0.81 <br />0.73 <br />0.70 <br />0.60 <br />0.44 <br />0.89 <br />0.97 <br />0.89 <br />n/a <br />4-3/4 (121) <br />1.00 <br />0.93 <br />0.82 <br />0.83 <br />0.75 <br />0.71 <br />0.60 <br />0.48 <br />0.97 <br />1.00 <br />0.92 <br />0.64 <br />5 (127) <br />0.95 <br />0.83 <br />0.85 <br />0.76 <br />0.72 <br />0.61 <br />0.52 <br />1.00 <br />0.94 <br />0.66 <br />6 (152) <br />1 <br />1.00 <br />0.90 <br />0.92 <br />0.81 <br />0.77 <br />0.63 <br />0.69 <br />1.00 <br />0.72 <br />7 (178) <br />0.97 <br />0.98 <br />0.87 <br />0.81 <br />1 0.65 <br />0.86 <br />1 <br />1 <br />1 <br />1 0.78 <br />8 (203) <br />1.00 <br />1.00 <br />0.92 <br />1 0.85 <br />0.67 <br />1.00 <br />0.83 <br />y <br />9 (229) <br />0.97 <br />1 0.90 <br />0.69 <br />0.88 <br />N <br />-0 <br />10 (254) <br />1.00 <br />0.94 <br />0.72 <br />0.93 <br />11 (279) <br />0.99 <br />0.74 <br />0.97 <br />12 (305) <br />1.00 <br />0.76 <br />1.00 <br />m <br />14 (356) <br />0.80 <br />16 (406) <br />1 0.85 <br />18 (457) <br />0.89 <br />rn <br />20 (508) <br />0.93 <br />24 610) <br />11.00 <br />1 Linear interpolation not permitted. <br />2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use <br />Hilti Mons Engineering software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. <br />3 Spacing factor reduction in shear, f AN assumes an influence of a nearby edge. If no edge exists, then J Av= J AN. <br />4 Concrete thickness reduction factor in shear, f my assumes an influence of a nearby edge. If no edge exists, then f w = 1.0, <br />0 If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). <br />Check table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. <br />ing Agency <br />?d <br />-)UANCE <br />336 Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 13.3.6 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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