20150904095008.pdfIX JAMES-ANI»RSON 1»SISN P.S.
RE5/12,ENTIAL ARCH/TECTURF
19626 -i6T" ?AVE. K 5TE. A
LYNNWOOD, Y^A 98036
PHO..__..� NE 425-776-6766 � E
SUS
SEP 03 1
9/3/2015 BMM40 nr `M.N"r
Miy or D
City of Edmonds
Building Division
RE: BLD2015-0"794
Chuck,
I have reviewed your corrections and have modified or clarified the
following items:
1) Added the kitchen window to the alternate worksheet. There is no
window on the north wall. The opening has been removed from sheet
5. If it shows up on lateral, it doesn't matter because 25' is larger
than 11.5'.
2a) A note has been added to sheet 2 regarding R-30 insulation.
2b) Please see sketch attached. Although the load increased it spreads
over a (5 2-1/2", which is more than adequate even if you add in the
weight of the roof and the floors (1490#.)
3) No window on north wall. It has been removed from sheet 5.
4a) I have added 1- stud. Capacity is 8505#, but can reduce snow load
15% which meets criteria. See attached 0-2 calcs.
4b) 5ee calculations on bottom of attached C-3 calcs.
4c) By experience with a.2 -2X& column the plate is good for 6682#,
which is far greater than the 230'7#. The column itself I have included
in the attachments.
5) No window on north wall. It has been removed from sheet 5.
(6) Typical wall section, sheet 9 has been corrected.
igard, ',
Cathy Anderson
425-1-76-6166
CATHERINE ANDER50N
ARCHIMAMA@M5N.GOM,