2011-0158 First Security Bank.pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: April 7, 2011
TO: Mat Bergman
Email: mbergman@bcradesign.com
FROM: Leif Bjorback, Assistant Building Official
RE: Plan Check: 2011-0158
Project: First Security Bank
Project Address: 620 Edmonds Way
During review of the plans for the above noted project, it was found that the following information,
clarifications or changes are needed. Please provide written responses as to where the changes can
be found on the plans, and submit revised plans/documents to Theresa Umbaugh, Senior Permit
Coordinator. Thank you.
1.On sheet G1.01, note that the Washington State VIAQ is not adopted. Ventilation
requirements are now found in the IBC and the IMC. If you choose, this item may be
stricken from the page by redlining.
2.Please complete and return the attached Special Inspection Agreement forms (one each for
soils and structural).
3.Please complete and submit the 2009 Energy Code forms for Building Envelope and for
Mechanical. These forms may be found on www.neec.net.
4.Metal frame windows must meet a maximum U-value of 0.40 prescriptively. Sheet A3.01
indicates a U-value of 0.45. Please justify the higher value through a Component
Performance approach, or indicate a value meeting the prescriptive maximum. WSEC Table
13-1.
5.The minimum R value for wall insulation is R-21. Please correct the references where R-19
is indicated as on sheet A8.01. WSEC Table 13-1.
6.The R-30 batt insulation shown in the high ceiling as in detail 3/A8.01 must be minimum R-
38. Please correct all applicable references. (R-30 rigid insulation is allowed when entirely
above the roof deck as shown in detail 4/A8.01.) WSEC Table 13-1
7.In the restrooms, show a 60 inch wide clear space at the toilets from the side wall to the
nearest fixture (lav). ANSI A117.1 Section 604.3
8.Show at least one teller station that provides an accessible counter for customers complying
with ANSI A117.1 Section 904.
9.It appears that references within detail 1/A10.02 should be to other details on the same page,
and not page A2.01. Please make adjustments accordingly.
10.Please add details or a note stating that the ATM will meet the accessibility requirements of
ANSI A117.1 Section 707.
11.On the plumbing plans, please indicate an expansion tank on the potable water system. This
item may be redlined on the plans if you choose. UPC 608.3
12.Engineer of Record:
a.In the calculations provided, Beam 5 (on GL E2 to E3) calls for B3 (5 ¼ x 11 7/8),
however the plans show B5 (7 x 9 1/2). Please justify the use of the different size of
beam , or adjust the plans as needed.
b.Provide gravity calculations for B3 beams at the lower roof in gridlines C and D.
c.Provide gravity calculations for all beams at the high roof.
d.Indicate the size and embedment depth of the anchor bolts at the column base shown
in detail 4/S3.1.
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