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3721 ROCKEFELLER AVE 2016-01-01 MF Import
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3721 ROCKEFELLER AVE 2016-01-01 MF Import
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Last modified
5/4/2017 10:25:52 PM
Creation date
2/27/2017 2:20:53 PM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
3721
Imported From Microfiche
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Capital Architecte, Inc. <br />2813 Rockefeller Ave. <br />kvcrctt, tvn v6211 <br />Y <br />I I� <br />�Ulll' �� 2�% <br />City of Everett <br />3200 Ceder S[. <br />Everett, WA 98201 <br />httentlon: JeffHeilman <br />RE: S'rojecr Fagerlie <br />Job Address: 3721 Rockefeller Avenue <br />Plan Check No: CO510-006 <br />Dear Jeff, <br />The following comments and clarificadons regarding the plan review for the Rockefeller Ave - Fagerlie. <br />We have provided smoke alarms on A-2.7 <br />There are notes, calculaHons and a whole house fan indicated on A-2.2 <br />R-10 in,ulad�n will be on exlerior walls, noted on A-2.1 <br />W ith R-10 insuladon on the exterior of the foundatlon walls, the stain will remain in the location <br />indicated on the plan as there will not be a need to fur out the concrete walls ro accommodaM <br />insulation. <br />We have added the 100 cfin exhaust fan on A-2.1. All other fans are noted as 50 cfm min. <br />Refer to the attached engineering calculations which we ui error forgot to submiL <br />The hold down was erroneously referred to as a"W" but should have been and "H" as in HDUB. <br />We have dimensioned all in partitlons, shown on A-2.1 <br />Handrails have been added to the stairs and the stairs are dimensioned as 36" clear width typical <br />on A-2.1 <br />.. 10. Safety glass is required at the lower Floor fixed windows only and is noled on the plan at that <br />Iocallon. <br />— 11. Refer to A-4.1 for a detail of the balcony rail, r��hich is a typical metal picket ]uliet balcony. <br />12. All window sizes are shown on A-2.1 and U-value is shown on A-1.D under Energy Code <br />Information. <br />� 13. Refer to the ettached engineering for calculallons regerding the canfllever. <br />14. Ref�r ro the engineering calculations for clarification regaring the hanger for the 6 x 12 beam. <br />15. A-1.1.1 had been updaled with the new footprint of unit C. We are aware that ptanning has <br />reviewed the changed footprint. <br />]6. Re(er to the engineering which addresses the point load for the M03. <br />Cepital Architects, Inc. <br />Tal: 425-317-8017 <br />Fa�: 425J 17-8489 <br />'foll Frtc: 877.317.8884 <br />�v <br />
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