20150521160120055.pdfDATE: May 1.3t1i, 2015
TO: City of Edmonds Plans Examiner
I'ROM: Steve Olheiser - IROS (General Contractor)
RE: Written Response to Plan Review Comments
Plan check: BLD2015-0410
Project: Holzman addition -remodel
Project Address: 925 Mountain Lane
Response and clouded locations in Red
General Review Note:
Indicate on the plans the location of the water heater with an EF of .82 (tankless) to be
installed as the selected option (5b) to develop the required additional energy
efficiency credits per Washington State Energy Code (WSEC) R406.2 i_o(, ,tfMl
Indicate on the plans the means to be used to provide the whole -house mechanical
ventilation per M1.50J.3. I,ot,.: t�Jo 1 awuko'°d//;io d"t I r�11 jj�c 4
The truss drawings shall be brought into the Permit Coordinator as a'deferred submittal' for
intake and review of the required 'Girder Truss Loading' per the provided engineer design
on sheet'SS' prior to truss installation per International Residential Code (IRC) 8802.10.1.
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On sheet 1:
4. Rear Elevation - Indicate on the plans the required safety glazing for the window
adjacent the tub in the'Master Bath' per IRC R308.4.S. � ,or,.,, 'Wn ,udcd ntr
p, jp c 8
On sheet 2:
Foundation Plan
a. Indicate on the plans the proposed use of the 'Existing Basement' after the
construction done under the scope of work of this permit has been completed.
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b. Indicate on the plans the required carbon monoxide alarm per IRC 8315.3. ! ,nco d k )l"1
d%, i 1c'rl Ifl p"'q c ),
c. Indicate on the plans the required 'R-21' wall insulation for the finished walls of the
basement comprising the building envelope per WSEC Table R402.1.1.
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P.O. Box 2432 -Lynnwood, WA 98036-2432 ® Tel. 425.418.5462 ®f=ax 4.25.745.0476- Lic, # KADYKOS00808 '����'
d. Clarify the callout for bearn'13-0 V- 3-1/2x 10-1/2 2417- V 4 GLB to be used to
support the loads over the west portion of the'Existing Basement'. It appears to be
over spanned, fails in bending and in shear, and deflects beyond that perrnitted by
IRC Table R301.7. The location of point loads below the beam supporting the floor
over the north end of the 'Entry' and the Lipper floor loads in the provided structural
calculations appear to be different than that represented oil the construction
documents . . . . . . . . . uhoducd m,"Vv /d �rVcm (m 1 2
e. Clarify the callout for the footing marked '18' - 8xI 8x 18 - to be used to SUPPOrt the
loads below the east end of beat-yi'B--01'-- 3-1/2x10-1/2 2d -F V4 GL.B. It appears to
be undersized for the loads anticipated by the represented C011SULIction.
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f. Indicate on the plans the required minimum isolated footing to support the loads
below the west end of the 'existing beam' shown and of beam 'M-05' - 3-112x9 24F -
V 4 GLB above. rfcm mbmkk"�d oaH k)r nu� ",f u4 VmOhq,,
On sheet 3:
6. Main Floor Plan
Indicate oil the plans the proposed use of all of the existing areas after the
construction done under the scope of work of this permit has been completed.
mi 3
Clarify the callout For beam N-04' - 2.-2x6 HF 42 to be used to support the loads
over the east window in the 'Great Room'. It appears to be over spanned and fails in
bending. 'I'lie location of the roof load in the provided structural calculations appears
to be different than that represented on the construction documents. ne�v lo,/',arn
of W, cm 3
On sheet d.:
Upper Floor Plan
a. Indicate on the plans the proposed use of all ofthe existing areas after the
construction done under the scope of work of this permit has been completed.
b. Indicate on the plans the required safety glazing for the window adjacent the tub in
the 'Master Bath' per IRC R30SA.5. Iii m"1<0d/cdoud(J orli J,
On sheet 6:
8. Details - Label the provided details to coincide with the references made elsewhere to guide
proper review, construction, and inspection. xf on 3,4',/,i and ()
On sheet SI:
9. Provide a stamped, signed copy of the work done or overseen by the licensed engineer per
Revised Code of Washington (RCW) 18.43.070. suhnlitfc'd fm"'c I
On sheet S3:
10. Main Floor Shearwalls & Framing Above - Clarify the callout for the 2-.2x6 HF 112 (beam
M -04 in the provided structural calculations) to be Used to support (tie loads over the east
window in the'Great Room'. It appears to be over spanned and fails in bending. The
location of the roof load in the provided structural calculations appears to be different than
that represented oil the COnStrUCtiOn documents,