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4908 23RD AVE W 2016-01-01 MF Import
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4908 23RD AVE W 2016-01-01 MF Import
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Last modified
4/1/2017 8:19:33 AM
Creation date
4/1/2017 8:19:25 AM
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Address Document
Street Name
23RD AVE W
Street Number
4908
Imported From Microfiche
Yes
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���. <br /> ,. � <br /> .;. . � /°�/� /�/O?� � <br /> o � <br /> Au`uu 9, 1996 � ,4U��� � <br /> �ry�..� D <br /> �. �W ���,...... <br /> ��z �n� S,�SW <br /> Lynnwood, WA 98037 �� <br /> Subjact: Owner: R. Brokaw <br /> Jab Address: Lot 7 <br /> Plan Check No.: 52455 <br /> Dear Mr. Brokaw: <br /> Inresponse W your a�plic�tion for a oonstrucdon permit, your plans have been eaamined and you <br /> ue adviaed that tl�e iasuanoe of a permit is bang wrthheld for the n�sons listed below. These <br /> oomrtronts add�buildin�iswa only, additional revisions or addi6ons may be roc,•�irod by otha� <br /> Buil'�d'm �Co e�as �amaided b� the Stateg of Washin All refenences refer to the 1994 Unifurm <br /> 1995 Edition, unless stated oNkrw�ise. � or Washin <br /> Btan S�e FnerBy Code <br /> In order tor t6e prooessin ot,our application to oontinue, it wW be neoessary <br /> to�provlde tLe Building �vision wiEh two complete oew aets o[ drawings <br /> retT�ting the uurrections requested. <br /> ✓1. The window schedute does not include doors with SO% glazing as is �q uiied by the <br /> Washington State Energy Code (WSfiC7, therefore, the compliance path chosai cannot <br /> be usod. The glazin� percent is actually 22.5% which would fall inW Option No. VI of <br /> Table 6-2 of the WSEC. <br /> ✓2. Detail FD-1 on Shcet A/2 shows 2z4 bearing wall on the interior side of the ruaining <br /> wall, R-19 ir�sulation will not fit inw a 3'fi"framing cavity. <br /> ✓3. Provide a thermal bc�eak deqil at the perimeter of the slab-on-grade for lacations where <br /> the slab is within 24"of Ghe fin:shed grade. <br /> �. Provide a secdon of the brick vt�eer including foundation support and dimensions. <br /> Show the following: <br /> a. A 1"airspace between the veneer and backing, 15t fe(t and minimum No. 9 gauge <br /> approved type non-corrosive ties at 1 for ea;,h 2 squaze feet of wall surface. Wap <br /> holes at the lowest course. (1403.6.4.2.1) <br /> b. A maximum stud spacing of 16"on xncer for the wall anchoring the brick vencer. <br /> (1403.6.4.2) <br /> c. A support, other than wood, for the veneer over the garage daor, windows and other <br /> daors. Show the lintel size. (2316.1) <br /> d. Construcdon of the bric� column. Provide reinforced construcdon unless it is <br /> designed as a veneer over a structural oolumn. <br /> CITY OF �VERETT•3200 Cedar Street• Everett, WA 98201 •(206) 259•8800•Fax(206)259-8856 <br />
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