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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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Steel Beam <br />LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:SB3 @ TRASH ENCLOSURE <br />Core Structure, Inc. <br />23172 Plaza Pointe Drive <br />Suite 145 <br />Laguna Hills, CA 92653 <br />925-270-0755 <br />Project File: 23033 - Beam Trash.ec6 <br />Project Title:TOM'S JR <br />Engineer:A.T. <br />Project ID:23033 <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0970 7.794 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.638 0.638 1.289 -0.233 <br />Max Upward from Load Combinations 0.638 0.638 1.289 -0.233 <br />Max Upward from Load Cases 0.328 0.328 1.289 -0.233 <br />Max Downward from all Load Conditions (Resisting Uplift 1.289 -0.233 <br />Max Downward from Load Combinations (Resisting Uplift)1.289 -0.233 <br />Max Downward from Load Cases (Resisting Uplift)1.289 -0.233 <br />D Only 0.328 0.328 1.289 -0.233 <br />+D+Lr 0.638 0.638 1.289 -0.233 <br />+D+0.750Lr 0.561 0.561 1.289 -0.233 <br />+0.60D 0.197 0.197 1.289 -0.233 <br />Lr Only 0.310 0.310 1.289 -0.233 <br />10 <br />1430 E Edinger Ave <br />3/27/2025
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