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1430 E Edinger Ave-REV 1 - Plan
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1430 E Edinger Ave-REV 1 - Plan
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Entry Properties
Last modified
2/24/2026 5:02:00 AM
Creation date
2/24/2026 5:00:43 AM
Metadata
Fields
Template:
Plan
Permit Number
20183198
20186203
30147418
30148982
40139225
40140476
101119781
101119782
Full Address
1430 E Edinger Ave
Street Number
1430
Street Direction
E
Street Name
Edinger
Street Suffix
Ave
Document Relationships
101119781 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
101119782 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20183198 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
20186203 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30147418 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
30148982 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40139225 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
40140476 - Permit
(Permit - Plan)
Path:
\Building\Permits\E\Edinger Ave\1430 E Edinger Ave
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Company:Date:8/16/2024 <br />Engineer:A.T.Page:1/6 <br />Project:23033/TRASH ENCLOSURE <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />1.Project information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />Project description: Anchorage @ Trash Enclosure <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: Cast-in-place <br />Material: AWS Type A <br />Diameter (inch): 0.500 <br />Effective Embedment depth, hef (inch): 4.000 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmin (inch): 5.25 <br />Cmin (inch): 1.25 <br />Smin (inch): 2.00 <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: A tension, A shear <br />Supplemental reinforcement: Not applicable <br />Reinforcement provided at corners: Yes <br />Ignore concrete breakout in tension: Yes <br />Ignore concrete breakout in shear: No <br />Ignore 6do requirement: No <br />Build-up grout pad: Yes <br />Base Plate <br />Length x Width x Thickness (inch): 6.00 x 6.00 x 0.50 <br />Yield stress: 36000 psi <br />Profile type/size: Pipe3STD <br />Recommended Anchor <br />Anchor Name: Headed Stud - 1/2"Ø AWS Type A Headed Stud <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. <br />18 <br />1430 E Edinger Ave <br />3/27/2025
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