RESPONSE TO BLDG COMMENTS 2.pdfewcade 53uiedm NW 3tw.
7108 6561 Clue SC
sudwasi Ft, `ti a 98290
425-231-5277
425-377-0734 Sax
Be # CASCABOOONB
RESUB
JUL 17 2017
BUR DW DEPARTMENT
CITY of EDMONDS
Response to requested additional information — 4/05/2017:
1. Declaration of energy credits appear on page 2 of revised plans.
2. Vented 100 cfm fans with switch control have been located in the
Family room first floor & hallway second floor on page 2 of
revised plans.
3. See energy credits page 2 of revised plans.
4. a. Pg. 2 of revised plans
b. Pg. 2 of revised plans
C. Pg. 2 of revised plans
d. legend note — Pg. 2 of revised plans
e. The existing dwelling has 3 B/R, Family Rm & Proposed
Family Rm — all of which exceed 120sf.
f. The sink has been repositioned — Pg. 2 of revised plans
g. Pg. 2 of revised plans
h. Pg. 2 of revised plans
i.
J•
Sheet 3:
5. See revised drawing page 3
6. See revised drawing page 3
7. See revised drawing page 3
8. See revised drawing page 3
9. a. See page 4 of revised plans —the ex. slab on grade was
undermined during previous construction (2013) and inspected by
Edmonds building inspector.
b.
C.
ewcade 53uitdew .N`lU Jac.
7108 65t& aae SE
suohond.6k wa 98290
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425-231-5277
425-377-0734 gam
.eic # CAScae000NS
10. a.
b. Anchor bolts shall 5/8" diameter —see revised pg. 4
RESUB
JUL 17 2017
E3UH.DING DEPARTMENT
CITY OF EDMONDS
p�Np4
July 11, 2017
Cascade Builders R E 3 U B
Attn: Zeke Barnsworth JUL 17 2017
7108 650' Ave SE
Snohomish, WA BUILDING DEPARTMENT
CITY OF EDMONDS
Subject: Building Official Comments
SDA Job # 7730
To whom this may concern:
At your request, this office reviewed the subject project to answer the building official comments. Following is
our response to those comments:
4. Proposed First Floor Plan:
i. A new beam line has been added. MST 37 straps connecting the beam line to the shearwall, completes the
shear path to the main level shearwalls, (see detail 3/S-3.0).
j. See detail 3/S-3.0
9. Proposed Foundation Plan
Please contact this office if you have any questions concerning this letter, or for any other assistance.
b. See revised foundation plan and footing schedule on 4/S-3.0.
c. See revised foundation plan and footing schedule on 4/S-3.0.
d. See detail 5/S-3.0
10. Footing Detail
a. See revised detail 5/S-2.0.
b. Note added "see shearwall schedule"
c. Connection details added, (see S-3.0).
d. Structural elements added to plans.
e. Structural calculations enclosed.
11. First Floor Framing Detail
a. Floor joist require 11 7/8 TJ1210 @ 16"" o/c, (see attached calculation).
12. Second Floor. Framing Detail
a. See 11.
b. See revised plans
c. See revised plans
d. Per architect
e. mono trusses are show-q on the piasis
13- Cross Sections
a. Stairs revised on First, and second floor frarning plans
14. Detail at,.loor Joist
a. 'rlai floor joists revised.
Sznc�;rely.
chric C3,1ifA.gton, z .ice.