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2014-0074 - Post Office - Approval Ltr by DBeck (5-31-14).doc Beck & Associates, PLLC Structural Engineering & Code Consulting Transmittal May 31, 2014 Leif Bjorback Building Official City of Edmonds th 121 5 Avenue North Edmonds, WA 98020-3145 Subject: 2014-0074 Post Office Multi-Use Enclosed:  (1) set of reviewed drawings (stamped REVIEWED, signed cover sheet)  (1) set of submitted documents  Beck Fee (struct) = $37,550.00 x 0.20 = $7,510.00 (Base Fee = Permit Fee x 20.00%)  Beck Fee (non-struct) = $37,550.00 x 0.20 = $7,510.00 (Base Fee = Permit Fee x 20.00%) Our review of the permit application materials & drawings is now complete. The following items should be noted as Conditions of Permit Approval:  The most recent drawing set submitted for review was a partial set only. This partial set will need to be incorporated into the most recent complete drawing set that was submitted for review/approval. I have incorporated and consolidated drawing sheets nd for the drawing set that I am approving. You will need to do this for the 2 drawing set.  Reference sheet A2.02A, Hallway 226. This is provided by the architect as an Alternate Method to emergency escape and egress openings required for loft sleeping rooms for Units 101, 102, and 103. The architect indicates that (2) duct shafts cross Hallway 226 and that at these locations the ceiling height is only 7’-0” (not 7’-6” as provided by the code; 1208.2). Please confirm your acceptance with this approach.  Redlines should be transferred to the second set of approved drawings. Redlines can be found on the following sheets: SH1.0 A2.01, A5.04, A6.01, A6.02, A8.17, A8.17A, A8.30, A8.30A S2.01A, S2.04B, S3.05, S3.10, S3.11, S3.12  Highlights should be transferred to the second set of approved drawings. Highlights can be found on sheets A2.01, A2.02, and A2.03.  The following items are required to be submitted as Deferred Submittals to this permit: Steel stairs (bidder design) o Guards & handrails (bidder design) o Mechanical unit anchorage (seismic, wind) o ●● th 16425 SE 66 Street, Bellevue, WA 98006 beckpllc@msn.com PH: 206-313-3739 Fall arrest devices (8/A5.51) and anchorage to the roof structure o The Engineer of Record (EOR) shall be responsible for reviewing design drawings and calculations for compliance with the design criteria and compatibility with the design of the primary structure, including review of all connections to the primary structure. The EOR shall review the submittal prior to providing it to the City for review. The submitted documents shall bear the shop drawing stamp of the EOR. The Specialty Structural Engineer (SSE) shall provide drawings and calculations for the deferred design submittal to the EOR for review. Design shall conform to loading & deflection criteria as required by the 2012 IBC. Drawings and calculations for deferred submittals shall be designed by a structural/civil engineer licensed in the state of Washington. Deferred submittals shall be stamped/signed by the SSE and shall include all material requirements and manufacturer literature.  Special inspections are required on this project as specified within the structural drawings: shotcrete, concrete, masonry, reinforcing steel, and steel fabrication & erection. Reference the Structural General Notes.  Geotechnical inspections (Robinson Noble, 425-488-0599) are required as recommended by the geotechnical engineer in their report Geotechnical Engineering Report, Edmonds Post Office, Edmonds, Washington for Edmonds 2020, LLC (January 2014), Page 10. Provide observation and consultation services during construction to confirm o that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. Evaluate whether or not earthwork and foundation installation activities comply o with contract plans and specifications.  Geotechnical and structural observation/testing/inspections for temporary shoring (Ground Support, 425-376-0177) are required as outlined in the Temporary Shoring Wall Plans provided by Ground Support.  Recorded easement agreements are required to be submitted where any construction, including soil nails and anchors, extend across the property line for this project. Copies of the recorded easement agreements are required to be submitted to the City of Edmonds prior to permit issuance. Please contact me at should you have any questions. Thank you. Douglas Beck, PE, SE Beck & Associates, PLLC Page 2 of 2