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2129 S Wright St - Plan
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2129 S Wright St - Plan
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Last modified
2/13/2026 5:03:13 AM
Creation date
2/13/2026 5:00:58 AM
Metadata
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Template:
Plan
Permit Number
20185319
101122714
Full Address
2129 S Wright St
Street Number
2129
Street Direction
S
Street Name
Wright
Street Suffix
St
Document Relationships
101122714 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Wright St\2129 S Wright St
20185319 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Wright St\2129 S Wright St
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CITY OF SANTA ANA <br />Plag and Building Agency <br />Anchor Products Shear & Tension Testing <br />Scope: On July 17, 2014, Anchor Products conducted Tension & Shear Testing on thir <br />randomly chosen from our inventory. Fifteen in tension and fifteen in shear. (Note: Sheai <br />the base of the stud where it meets the plate.) Each plate has a standard 3/8"-16 x 1-1/2" <br />on to it. <br />Approved <br />FOR PERMIT ISSUANCE <br />y (30) U-Anchor Plates, <br />testing was conducted at <br />t�l0W YPeel bolt welded <br />Date: <br />Attending Technician: Gary Calderwood, Director of Engineering - Anchor Products, LLC. <br />Witnessed By: Ronald K. Farleman, Professional Engineer - Nautilus Engineering <br />Tested in accordance with TAS 117-95, Appendix B - Test Procedure for Dynamic Pull -Through Performance of <br />Roofing Membranes over Fastener Heads or Fasteners with Metal Bearing Plates, © FBC, 1995 <br />Results are recorded in reacting force in lbs. <br />Shear <br />"..1 <br />2000 <br />1500 <br />1000 -- <br />S00 - - <br />0 - <br />.-1 N Nf Q ut <br />W W N W d <br />H H f H F <br />1968 LBS — Average Ultimate Breaking Force <br />V <br />00 <br />O <br />O <br />v <br />i <br />A <br />Direction of Force <br />IML. <br />�i <br />•1 W <br />N H <br />Reacting Force in LBS <br />Tension <br />ry <br />N H1 � V1 00 <br />O <br />f• N M Q V1 10 1 GO 01 <br />1211 LBS — Average Ultimate Breaking Force <br />O H N M Q vl <br />W W N V N W <br />H H H H H H <br />■ Reacting Force in LBS <br />Results: Failure Mode: In all cases, the failure occurred at the weld junction between the bolt and plate. <br />Analysis: Upon analysis of test results, it is our professional opinion that the U-Anchor Plate - when installed in <br />accordance with Anchor Product's published installation requirements - will yield similar results as outlined above. <br />U-Anchor 2400 & U-Anchor 2600 provide consistent performance for all commercial roof types with a minimally <br />invasive attachment solution that is accepted by roofing manufacturers. <br />Anchor Product's support staff are positioned throughout the US to assist with rooftop identification, project specific <br />testing, and offer access a network of authorized contraih%f, �r any commercial rooftop system. <br />� 11�1i4I <br />` �'i..Oo.. p�r•�► <br />s Anchor <br />FARLEMAN TM <br />=-42 Products <br />t� 4;. � x 1551, Colleyville, TX 76034 1 888-575-2131w - •'��8 T EQ'••' \�.`� wwanchorp.com info anchorp.com <br />
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