3315 SEAWAY BLVD 2020-06-05 - Laserfiche WebLink

combinations; LRFD-based loads shall be used to verify the anchorage design, not soft conversions. See IBC Sections 1613.1 and 1901.2. j. The design of the HDU8 anchor requires a minimum embedment of 11";the calculations states a footing thickness of 14". The footings are only 12" thick per Sheet S2.O. The design shall be revised. The minimum concrete cover of 3" per ACI 318-14 shall be maintained. Verify the minimum clearance required by the manufacturer for this product. k. The following comments shall be addressed for the Hold-Down table in Detail 12/S3.O: i. The design strengths shall be defined as ASD or LRFD. Note that the design values in the Shear Wall Schedule of Detail 11/S3.0 should be similarly defined. ii. The embedment lengths shall be revised for the HDU8. iii. Calculation page T-8 is based on the Hilti HIT-RE 500 system. Note 6 specifies the HILTI HIT-HY 200 system. The note shall be revised. Note that holdowns used for other locations are based on the HILTI HIT-HY 200 system. If all anchors are changed to the new system, revised calculations for all holdowns shall be submitted for review. I. The following comments shall be addressed for the lid joists: i. Revised calculations for the gravity framing should be submitted for review as needed based on comments above for the gravity loading. Framing shall be designed for concentrated gravity loads where they occur. ii. If openings larger than 12" (i.e.,joist spacing minus the width of the joist top chords) are required, supplemental framing and details for the openings shall be provided. iii. Additional calculations shall be provided for continuous joists supporting transfer loads from adjacent discontinuous joists at openings. iv. Calculations substantiating the design of wall framing supporting concentrated loading from above shall be submitted for review. 1DrewCELEBRATING47, 125 Martin, P.E.,S.E. Associate Engineer—Commercial Plans Examiner 1 Permit Services YEARS 425.257.8813 1 3200 Cedar Street, 2nd Floor, Everett,WA 98201 A story worth telling everettwa.gov/permits 1 Facebook 1 Twitter Note:Emails and attachments sent to and from the City of Everett are public records and may be subject to disclosure pursuant to the Public Records Act. From: Nadia Azarova <nadia@craftarchitects.com> Sent:Thursday, November 8, 2018 1:18 PM To: Drew Martin<dmartin@everettwa.gov> Subject: RE:City of Everett Public Works: 3315 Seaway Blvd (B18O8-012) Drew, I forwarded your email to Craig. Please email us right away for any other items that need further attention. We greatly appreciate this expedited way of communication. Thank you, Nadia Azarova NELSON formerly Craft Architects p:206.720.7001 \. 8)