4017_001.pdfHUTTEBALL IP
+OREMUS 1W
architecture
October 8, 2018
Mr. Chuck Miller
Senior Plans Examiner, City of Edmonds
121 51h Avenue North
Edmonds, WA 98020
Re: ESD Edmonds Woodway HS relocatable classroom — Permit Comments
Building Permit Application: BLD2018-1093
Mr. Miller,
We received comments from the City of Edmonds Building Division on September 13, 2018 related to the
proposed portable classroom building placement project at Edmonds Woodway High School. Please see
the attached Memorandum for our response to each comment.
Thank you for your time spent reviewing our submittal. I hope the information provided above and
attached with this letter will adequately address all items. Please feel free to call if you have any
questions need additional information.
Sincerely,
Steve Busig
Principal
RESUB
OCT 0 8 2018
BULDING DEPARTMEN
CITY OF EDMONbi�'
c: Nick Chou, Design and Construction Manager, Edmonds School District C" I T Y C 01'r" Y
4010 LAKE WASHINGTON BLVD. NE, SUITE 320, KIRKLAND, WA 98033 1 425.828.8948 1 HOARCH.COM
DEAN BRIGGS, PE
P.O. Box 140537, Garden City, ID 83714-0537
(208) 871-0200 / Fax (800) 572-8870
dean@briggs-engineering.com
Memomd=
To: Pacific Mobile, Joseph Mangan
CC: File, Mike Aldous
From: Dean Briggs
Date: October 5, 2018
Re: 1804.09.2-2, BLD2018-1093 September 13'h Comments, Chuck Miller - Responses
Joseph/Mike:
Pursuant to the I" Structural Plan Review, comments have been addressed as requested by your
office.
Following are our responses:
1. Detail I
a. Anchor Strap width, 3 ", has been coordinated between plan and
elevation.
b. Foundation anchor blocks are coordinated with calculations at 30"00"
2. Detail 2 —Column Pads are illustrated and dimensioned on the detail.
3. Detail 3 — Stacked plates are used in lieu of studs. This is illustrated on all details
4. Detail 4 —Additional notes have been added to discern the 2xI2 versus the 2x6 plates.
5. Plan A
a. Footing pad per Detail 2 is illustrated on the plan view.
b. Footing pad per Detail 4 is illustrated on the plan view.
1801.09.2-1 EDMONDS WOODWAY HS-RESPONSES
CITY OF EDMONDS
121 5th Avenue North, Edmonds WA 98020
Phone: 425.771.0220 - Fax: 425.771.0221 o Web:www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
e PLANNING * BUILDING* ENGINEERING
DATE: 09/14/2018
TO: Applicant
RE: Cons olirintorl P Inn PP /iPW (-r)mmpnt- ;4nd '�tqfi ir Rion nrt
Permit#: BLD20181093 Project Type: 01 -Accessory Structure
Project Name: 7600 212TH STSW, EDMONDS
Al I assigned departments have reviewed the submitted application. Plan review comments are now ready for your review
and response. The following hyperlinkwill takeyou to your online permit information. Onceyou haveselected the permit,
scrol I down to the ASSOCIATED FILES section to review a I I department comments.
LINK: Online Permit Information
Department
Response required
Approved as submitted
Planning
1:1
Building
12
Eng! neeri ng/ Storm Water
El
12
Fire
El
1:1
City Hal I
Development Services Permit Center
121 5th Ave N — 2nd Floor
Edmonds, WA 98020
Counter Hours:
Monday & Tuesday 8:00 AM —4:30 PM
Wednesday 8:30 - Noon
Thursday & Friday 8:00 AM —4:30 PM
Pleasere-submit 2 hard copies (not bound or stapled) of all revised documents & plans addressing commentsfrom all
departments. Include a response letter to each reviewer. Note: Do not re -submit large reports that have not
changed. Ex: Storm water and/or Geotech reports.
Thank you,
DENISE NELSON
Permit Coordinator
RESU13
OCT 0 8 2018
BUILDI DEPARTMENI
OrWRF EDMONDS
CITYCopy
2. Detail 2 — Roof Column Support Pads - Indicate on the plans the minimum size of the
required isolated footing/support pads to support the loads below each end of the two 3-
1/2x2l 24F-V4 GLB ridge beams. The total design load appears to be about 9300 pounds
at each location.
3. Detail 3 — Exterior Wall Pad - Clarify on the plans the resulting height of the (2)2x4 studs
after considering the height of floor above grade, the depth of the perimeter rail, and the
preservative treated 2x 12 and 2x4 bottom plates (and possible top plate). Studs may not be
less than 14 inches in length or solid blocking must be used per International Building Code
(IBC) 2308.5.6.
4. Detail 4 — Mateline Pad - Complete on the plans the provided information regarding the
placement of the 2x6 over the 12x24 'bearing pads'. A portion of the installation
requirements appears to be missing.
5. Plan A — Foundation Plan — 2802 Classroom
a. Clarify on the plans the 'callout' to detail '4/F V at the plan -west end of the
'marriage -line'. There does not appear to be consideration given to the point load
below the two 3-1/2x2l 24F-V4 GL13 ridge beams.
b. Clarify on the plans the 'callout' to detail '2/F I' at the plan -cast end of the
, marriage -line'. There does not appear to be consideration given to the point load
below the two 3-1/2x2l 24F-V4 GLB ridge beams.
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