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1560, 1570 Brookhollow Dr & 1540 E Warner Ave - REV 1 - Plan
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1560, 1570 Brookhollow Dr & 1540 E Warner Ave - REV 1 - Plan
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Last modified
12/5/2025 5:00:13 AM
Creation date
12/5/2025 5:00:06 AM
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Plan
Permit Number
30148029
101121538
101121540
101125192
Full Address
1540 E Warner Ave
1560 Brookhollow Dr
Street Number
1560
Street Name
Brookhollow
Street Suffix
Dr
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Company:Date:10/29/2025 <br />Engineer:Page:1/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.25 <br />1.Project information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />Project description: <br />Location: <br />Fastening description: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Concrete screw <br />Material: Carbon Steel <br />Diameter (inch): 0.500 <br />Nominal Embedment depth (inch): 3.250 <br />Effective Embedment depth, hef (inch): 2.350 <br />Code report: ICC-ES ESR-2713 <br />Anchor category: 1 <br />Anchor ductility: No <br />hmin (inch): 5.00 <br />cac (inch): 3.56 <br />Cmin (inch): 1.75 <br />Smin (inch): 3.00 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 48.00 <br />State: Cracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout in shear: No <br />Ignore 6do requirement: Not applicable <br />Build-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (inch): 4.00 x 24.00 x 0.25 <br />Recommended Anchor <br />Anchor Name: Titen HD® - 1/2"Ø Titen HD, hnom:3.25" (83mm) <br />Code Report: ICC-ES ESR-2713 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
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