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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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ID:
1
Creator:
Import Agent
Created:
2/24/2026 5:01 AM
Modified:
2/12/2026 8:08 AM
Text:
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Design Method <br />Connection Type <br />Fastener Type <br />Loading Scenario <br />Main Member Type <br />Main Member Thickness <br />Side Member Type <br />Side Member Thickness <br />Washer Thickness <br />Nominal Diameter <br />Length <br />Load Duration Factor <br />Wet Service Factor <br />End Grain Factor <br />Temperature Factor <br />Adjusted ASD Capacity 1153 lbs. <br />The Adjusted ASD Capacity only applies to withdrawal of the fastener from the <br />main member. It does not address head pull-through capacity of the fastener in the <br />side member. <br />While every effort has been made to insure the accuracy of the information presented, and <br />special effort has been made to assure that the information reflects the state-of-the-art, <br />neither the American Wood Council nor its members assume any responsibility for any <br />particular design prepared from this on-line Connection Calculator. Those using this on-line <br />Connection Calculator assume all liability from its use. <br />The Connection Calculator was designed and created by Cameron Knudson, Michael <br />Dodson and David Pollock at Washington State University. Support for development of the <br />Connection Calculator was provided by American Wood Council. <br />Allowable Stress Design (ASD) <br />Withdrawal loading <br />Lag Screw <br />N/A <br />Douglas Fir-Larch <br />7.5 in. <br />Steel <br />1/4 in. <br />0 in. <br />3/8 in. <br />7 in. <br />C_D = 1.0 <br />C_M = 1.0 <br />C_eg = 1.0 <br />C_t = 1.0 <br />09:54 16/8/24 Connection Calculator <br />https://calc.awc.org/connection/ccstyle.asp?design_method=ASD&connection_type=Withdrawal+loading&fastener_types=Lag+Screw&loading_scenar…1/1 <br />49 <br />1430 E Edinger Ave <br />3/27/2025
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