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1306 W Raymar St - Plan
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1306 W Raymar St - Plan
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Entry Properties
Last modified
6/1/2025 11:57:11 AM
Creation date
6/1/2025 11:56:56 AM
Metadata
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Template:
Plan
Permit Number
20177905
101112706
Full Address
1306 W Raymar St
Document Relationships
101112706 - Permit
(Permit - Plan)
Path:
\Building\Permits\R\Raymar St\1306 W Raymar St
20177905 - Permit
(Permit - Plan)
Path:
\Building\Permits\R\Raymar St\1306 W Raymar St
Text box
ID:
1
Creator:
Import Agent
Created:
6/1/2025 11:57 AM
Modified:
5/30/2025 12:21 PM
Text:
mailto:info@awc.org
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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 />Nail Type <br />Nail Size <br />Load Duration Factor <br />Wet Service Factor <br />End Grain Factor <br />Temperature Factor <br />Diaphragm Factor <br />Connection Yield Modes <br />Im 587 lbs. <br />Is 587 lbs. <br />II 243 lbs. <br />IIIm 214 lbs. <br />IIIs 214 lbs. <br />IV 147 lbs. <br />Adjusted ASD Capacity 147 lbs. <br />Nail bending yield strength of 90000 psi is assumed. <br />The Adjusted ASD Capacity does not apply for toe-nails installed in wood members. <br />Length of tapered tip is assumed to be two times the nail diameter for calculating <br />dowel bearing length in the main member. <br />The Adjusted ASD Capacity only applies for nails that have been driven flush with <br />the side member surface. It does not apply for nails that have been overdriven into <br />the 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 />Lateral loading <br />Nail <br />Single Shear <br />Douglas Fir-Larch <br />1.5 in. <br />Douglas Fir-Larch <br />1.5 in. <br />Common Wire <br />10d (D = 0.148 in.; L = 3 in.) <br />C_D = 1.25 <br />C_M = 1.0 <br />C_eg = 1.0 <br />C_t = 1.0 <br />C_di = 1.0 <br />Raymar Street - Santa Ana Page 60 of 114Raymar Street - Santa Ana Page 62 of 116 <br />1306 W Raymar St <br />11/14/22
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