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•Matt Pereira <br /> From: John Riley <JRiley@quantumce.com> <br /> Sent: Monday, May 08, 2017 11:29 AM <br /> To: michael.houser@mtc-inc.net <br /> Cc: Dave Martinez; Matt Pereira <br /> Subject: RE: Northshore Christian Academy Pavillion, 05/05/2017, [Report No] F81299, Field <br /> Report: Structural Steel,Job site [Digital Paper Route] <br /> Michael: <br /> We reviewed the non-compliant one-sided fillet weld at the stair stringer connection, and this weld has <br /> adequate capacity to resist design gravity plus seismic forces. <br /> Thanks, <br /> John Riley, S.E., P.E. <br /> Principal <br /> Quantum Consulting Engineers LLC <br /> 1511 Third Avenue, Suite 323 <br /> Seattle, WA 98101 <br /> T 206.957.3906 <br /> F 206.957.3901 <br /> www.auantumce.com <br /> From: Michael Houser [mailto:michael.houser@mtc-inc.net] <br /> Sent: Sunday, May 07, 2017 3:30 PM • <br /> To: John Riley <br /> Subject: Northshore Christian Academy Pavillion, 05/05/2017, [Report No] F81299, Field Report: Structural Steel, Job <br /> site [Digital Paper Route] <br /> From your MTC Project Manager, Michael Houser: <br /> Project: Northshore Christian Academy Pavillion <br /> Permit #: <br /> Project Address: 5700 23rd Drive West <br /> MTC Project No: 178024 <br /> Report Date: 5/5/2017 12:00:00 AM <br /> Report Type: Field Report: Structural Steel, Job site <br /> Report Number: F81299 <br /> Report Status: Deficient, Needs Approval, <br /> Important note about this report: Interior stair framing <br />