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• • <br /> Briii <br /> EV E R E T T September 30, 2019 <br /> WASHINGTON Charles Jacobs 1:- ...-vEcEgvED <br /> Washington Marine Cleaning <br /> charles@washmarine.com <br /> 2049 Main St OCT 0 4 2019 <br /> San Diego,CA 92113 ^CITY OF EVERETT <br /> Owner: Carr Family Trust Permit Services <br /> Job Address: 3430 16th St <br /> Plan Check No: B1909-029 <br /> RE: Building Permit Review Letter <br /> Dear Mr.Jacobs, <br /> In response to the application for a building permit,the plans have been <br /> examined and you are advised that revisions may be necessary before a permit <br /> can be issued. Please review and respond to the comments below. <br /> STRUCTURAL <br /> 1. According to the submitted permit calculations and the plan sheet,the .- <br /> proposed tank is a water tank please confirm that the design fluid is water and s & 1, <br /> 1.44 <br /> not a toxic or flammable substance. Per ASCE 7-10 Sec 13.1.3, non-structural f_f_��,;A d" ekt" <br /> component design demands are a function of its contents as expressed in the (-, <br /> importance factor, I. Please clarify. <br /> 2. Please provide anchorage calculations per Chapter 18 of ACI 318-14 as these <br /> appear to be missing from the calculation package. 1(-) <br /> 3. Please provide a schedule of special inspections per the applicable sections <br /> on IBC Table 1705.3 on the structural drawings as these appear to be missing OA <br /> from the drawings. LO' ' 1,1 <br /> 1c`^S <br /> 4. On the steel plate detail of the drawings, a "full depth fillet weld" is called 5 q, _ <br /> out, please indicate if this is a partial joint penetration, complete joint ® Q"N1 <br /> penetration,or a fillet weld. Please provide weld symbols and sizes for review. ki.-1 A!efrit 1 <br /> IBC 107.2.1. <br /> PERMIT SERVICES <br /> 5. For the tank weld construction, please provide a weld detail for the weld <br /> 3200 Cedar Street specified. It is unclear how a butt weld can be achieved when the steel angles Q V Everett,WA 98201 s p� 4 t14 <br /> are proposed to be used as a connecting material between the proposed welds 0k <br /> is425.257.8810 and tanks walls. IBC 107.2.1. v..cmj <br /> 425.257.8857 fax <br /> 6. On the drawings, anchorage callouts appear to be conflicting on the <br /> everetteps@everettwa.gov Red Head anchors,Simpson anchors, and epoxy dowels are specified <br /> •' everettwa.gov/permits <br /> for what appears to be the same connection. Please clarify. IBC 107.2.1 <br /> Page 1 of 2 <br />