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11419 19TH AVE SE 2018-01-02 MF Import
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11419 19TH AVE SE 2018-01-02 MF Import
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Last modified
2/19/2020 9:10:51 AM
Creation date
4/2/2017 1:00:57 PM
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Address Document
Street Name
19TH AVE SE
Street Number
11419
Imported From Microfiche
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;-x <br /> PUBL/L /�f/O/�LS <br /> ENGINEER/NG /PUBLIC SERVICES DEPARTMENT <br /> March 24, 2003 <br /> Sandra Alder, A1A <br /> Capital Architects <br /> 1312 Hewitt Avenue <br /> Suite A <br /> Everett, WA 98201 <br /> RE: Owner. Ntarincr Square Investments <br /> Job Address: 1 ldl9— lJ`�' Avenue S.E. <br /> Plan Check No: B97( l-0?3 & B9712-01�-017 <br /> Dear Ms. Alder: <br /> In responsc to your application for a construction permit, your plans have been examined and you are <br />' advised that the issuance of a permit is bein� withheld for the reasons listed below. These comments <br /> address building issucs only. Additional revisions, or adr]itions, may be required by other <br /> departmen[s (such as Utilities, Planning or Fire). All refemnces refer to the 1997 Uniform Buildin� <br /> Code, as amended by the State of Washin�ton ancUor Washington State Energy Code, 2001 Edition, <br /> unless stated othcnvise. <br /> In order Por the processing of your application to continue, it will be necessary to provide the <br /> I3uilding Division with two complete new sets o�'drawings retlecting the corrections requested. <br /> The comments that follow are �er.eral in na[ure and may not be complete. An additional plan review <br /> response may be required ufter receipt of revised plans. i he comments apply to buildin�s A,C & D. <br /> I. Roof diaphragms are required to have chords. Provide details and calculutions. UBC <br /> 1633.29. <br /> 2. Collector elements (dra� s[ruts) �u•e required to tr;msfer roof diaphra�m Corces to shear walls. <br /> Collector element� shall have the desisn strength to resist the combined loads resulting from <br /> the special seisrnic load o( Section lG12.4 where S2o= 2.5. UBC 1633.2.6. The desien axial <br /> load must be provided ro the truss supplicr and included on the roof framing plan.y Please <br /> include a copy of the allowable shear load values for the proposed metal roofing as provided <br /> by the manufacturer. <br /> 3. The truss to post connection of detuil 3/S-�F is required to resist Ihe Anchorage requirements <br /> of UBC 1633.2.S.l. Include the effect of vertical ecccntricity into the resulting calculations. <br /> oFnim�.cr��isni,�uuiem�mi.m�x u�nc�n�s�nv i iuio.w"�,wc sei /L <br /> CITY OF EVERETT•3200 Cedar Street • Everett, WA 98201 • (425) 257-8200 • F<�x (425) 257-8850 <br />
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