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From: Jon Conner <LakeviewSE@outlook.com> <br />Sent: Wednesday, April 19, 2023 8:47 PM <br />To: Pavel A; Rakeeb Khan <br />Subject: [EXTERNAL] RE: Starborn Truss Screw Technical Info <br />CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you <br />recognize the sender and know the content is safe. <br />Hi Pavel — yes, the truss screws are OK to use in lieu of the H1 brackets. <br />You'll need the 6" length to work with the double top plate and they should be installed at 90 degrees (straight up thru <br />the top plate). Do not angle the screws unless needed to avoid a stud. Our loads here are: <br />- 152 Ibs uplift per truss. Screw uplift capacity is 295 Ibs each <br />- 102 Ibs shear (in -plane) per truss. Screws parallel capacity is 280 Ibs each <br />- 101 Ibs shear (out of plane) perpendicular to truss. Screw perpendicular capacity is 395 Ibs each. <br />Only 2 of these conditions can occur at the same time, which puts the maximum utilization at about 88%. If you angle <br />the screws the utilization is up at 97%. <br />Let me know if you need anything else on this. <br />Thanks! <br />Jon Conner PE, SE <br />Structural Engineer I Lakeview Structural Engineering <br />1802 Amanda Ave <br />Gold Bar, WA 98251 <br />C: 206.914.9536 <br />LakeviewSE@Outlook.com <br />From: Pavel A <pavelgpa@gmail.com> <br />Sent: Tuesday, April 18, 2023 4:31 PM <br />To: Rakeeb Khan <rkhan@everettwa.gov>; Jon Conner <LakeviewSE@outlook.com> <br />Subject: Fwd: Starborn Truss Screw Technical Info <br />Good Afternoon Jon <br />We had a framing inspection today and Rakeev Wanted to make sure we can use screws instead of the clips. I called my <br />lumber guy and he sent me this. <br />Regards <br />Pavel Andreyanov <br />(425)5082465 <br />---------- Forwarded message --------- <br />From: Travis Koster <travis@cascadelumber.com> <br />