BLD20100400ZL'UMV-®ovGLAs
Construction, LLC
Date: July 7, 2010
To: Leif Bjorback, Assistant Building Official
From: Lori Harvey, Project Coordinator
Re: Plan Review Comments of June 28, 2010
Permit: BLD20100400
Site Address: 1300 Olympic View Drive
In response to comments as noted above, the following changes have been made or supplemental information
supplied:
1. Sheet Al.1 has been changed to reflect the building constriction type to VB
2. The plumbing permit will be deferred
3. The threshold located at the front and rear doors will not exceed the maximum 3/4" height
4. Wall covering in the lavatory will be FRP and will be to a height of 4 feet.
5. The vinyl cove base will be 6 inches high in the restroom. Sheet A1.3 "Finish Schedule"; has been
changed to reflect this
6. See attached Lavatory Elevations/Details
7. See attached suspended ceiling details
S. See attached existing and proposed ADA parking plan, ramp and signage details
Thank you,
>�,�/ 6647
lit
Lori L. Harvey
Project Coordinator
JUI (I
Enclosure(s): Lavatory Elevations/Details ?IfILDl�)�EPF 7v1EN`'
Suspended Ceiling Detail
Existing ADA
Proposed ADA
Ramp Detail
Signage Detail
Pride in Quality and Customer Service
P.O. Box 8019 • Covington, WA 98042-8019 • Office 253-939-5190 • Fax 253-939-5189 • build@linn-douglas.com
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OF ED,V0 CITY OF EDMONDS
6
N PLAN REVIEW COMMENTS
v
" ENGINEERING DIVISION
�s. 1 g90 (425) 771-0220
City Website: www.d.edmonds.wa.us
DATE: July 22, 2010
TO: Lori Harvey, Linn -Douglas Construction, LLC
lori@linn-douglas.com
FROM: Jeanie McConnell, Engineering Program Manager
RE: Application #: bld20100400
Project: Edwards Jones
Project Address: 1300 Olympic View Drive
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit three (3) sets of revised
plans/documents with a written response to each of the items below to Linda Thornquist.
City of Edmonds handouts, standard details and Edmonds Community Development Code (ECDC)
can be referenced on the City website.
1. Please submit a traffic impact analysis for this project. Please refer to ECDC 18.82 as well as
City handout #E82 for traffic impact analysis requirements. Items #1 and #7 of the #E82
worksheet will need to be completed. The handout is available on the City's website under
Quick links, Handouts, at www.ci.edmonds.wa.us.
o Under Item Number 7, Mitigation Recommendations, please state the previous use of the
tenant space and assess an impact fee for this use accordingly. Please also state the
proposed use of the tenant space and assess an impact fee for this use accordingly. The
impact fee required for this project, if any, will be the difference between the previous
use and the new use.
2. Please show staging of equipment and materials on the site plan.
Please contact me at 425.771.0220 x1338 or by e-mail at mcconnell@ci.edmonds.wa.us if
you have specific questions regarding these plan corrections.
IEF U*
BUILDING
CITY OF EN DMON S
b1d20100400-Edward Jones -El Page 1 of 1
8° 12- GA. VERTICAL WIRE
MIN HORIZONTAL STRUT
TYPICAL CONTINOUS
1/8" POP RIVET
@ ALL MEMBERS,
TO ADJACENT WALLS
Z MIN,
WALLANGLE
12 GA. SPLAY WIRE BRACING
IN PLANE OF EACH nl it, 1AI1:0
VERTICAL ANGLE - 4E
IN BOTH DIRECTIONS. I
MA)q START WITHIN 6
VERTICAL SEISMIC STRU
AT12'OX
NOTES:
CLGS < 1000 SF -PROVIDE
HORIZ: RESTRAINT WIRES
CLGS < 2500 SF -PROVIDE
SEISMIC SEPARATION JOINTS
CLGS W/OUT RIGID BRACING -
PROVIDE 2' OVERSIZED TRIM
RINGS INDEPENDENTLY SUPPORT
CABLE TRAYS & CONDUIT
' PROVIDE 3/4'
ACCOUSTICAL SPACE OPPOSING
BOARD WALLS; STABILZER
BARS REO'D.
HEAVY DUTY SUSP. GRID
MAIN RUNNER OR CROSS TEE
#12 HANDER WIRE @ 4'-O'
" I BOTH DIRECTIONS
%LAGERS AND SPLAY
TO HAVEA MIN.
URNS IN 1" OF RUN
SUSPENDED CEILING DETAIL
NOT TO SCALE
R EFoi
JUL 12 2010
BUILDING
Ur-DNCITY oEDMOS
Pt. 36, App. A
28 CFR Ch. 1 (7-1-94 Edition)
X
4.8 Ramps
Adfolningslope shall - Y
not exceed 1:20
Slope= Y:X
where X is a level plane
walk street
(a)
Flared Sides
lfX is less that:48 lr4
then the slope of the flared side
shall not exceed 1:12.
Fig. 11
Measurement of Curb Ramp Slopes
Fig. 12
Sides of Curb Ramps
4.7.11 Islands. Any raised islands in cross-
ings shall be cut through level with the street or
have curb ramps at both sides and a level area
at least 48 in (1220 mm) long between the curb
ramps in the part of the island intersected by
the crossings (see Fig. 15(a) and (b)).
4.8 Ramps.
4.8.1* General. Any part of an accessible route
with a slope greater than 1:20 shall be consid-
ered a ramp and shall comply with 4.8.
4.8.2* Slope and Rise. The least possible
slope shall be used for any ramp. The maximum
slope of a ramp in new construction shall be
1:12. The maximum rise for any run shall be 30
in (760 mm) (see Fig. 16). Curb ramps and
" -yung or othsr
-waking surface
(b)
Retumed Curb
Fig. 13
Built Qp Curb Ramp
ramps to be constructed on existing sites or in
existing buildings or facilities may have slopes
and rises as allowed in 4.1.6(3)(a) if space
limitations prohibit the use of a 1:12 slope or
less.
27
518 RUB'
JUL 12 2010
BUILDING DEPARt-IVIENT
CIS C= ED'ti ONDS
0 ED V City of Edmonds
N
PLAN REVIEW COMMENTS
BUILDING DIVISION
FSr,,.lg9� (425)771-0220
DATE: June 28, 2010
TO: Linn -Douglas Construction
Lori@Linn-Douglas.com
FROM: Leif Bjorback, Assistant Building Official
RE: Plan Check: 2010-0400
Project: Edward Jones Office
Project Address: 1300 Olympic View Drive
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/do uments to Linda Thornquist, Permit Specialist.
Thank
1. It appears from existing city records and from visual observation that the Construction Type
of the building is "VB", not "113". Please note this on page ALL This may be redlined.
2. Please indicate whether or not the Plumbing permit will be a deferred submittal.
3. The front and rear doors must be fitted with thresholds that are a maximum of 3/4 inch high.
IBC 3409.8.12
4. Show that wall coverings within 2 feet of the toilet are a smooth, hard, non -absorbent
material to a height of 4 feet. IBC 1210.2
✓�. Show that the vinyl cove base in the restroom is 6 inches high. IBC 1210.1
6. Please provide accessibility details for all features within the restroom, including dimensions
for plumbing fixtures, grab bars, countertops, clear floor spaces, etc. These may be similar to
those on the Restroom tipsheet found on MyBuildingPermit.com. ANSI A117.1 section 603
7. Provide details for the suspended ceiling.
8. The Change of Use for the space requires that accessible parking be provided. Please show
on the site plan a van -accessible space with access aisle and signage. The stall may be either
11 feet wide with a 5 foot access aisle or 8 feet wide with an 8 foot access aisle. An
accessible path from the parking is also required, including a curb ramp from the parking
level to the walkway. Provide details for the curb ramp on the plans. IBC 3409.4
PLAN CHECK NO.:
OWNER NAME:_
City of Edmonds
RESUBMITTAL CHECKLIST
�) (T� t (� ( 4o o GATE:
LN
SEC EC' = 8c GQI` E Ui R ` ' ¢i E3Q HE'S B Q .
Kesuamitral Tor rsuiming
❑ Section Views
Fj Floor Plans
Structural and/or Beam Calculations
❑ Energy Worksheets/Envelope Summary
Special Inspection/Testing Form
❑ Contractor's bid
❑ Other (describe)
Resubmittat for Engineering
Drainage Plan/Report
❑ Grading Plan
❑ Traffic Control Plan
❑ Engineers Estimate
❑ Bond
f ] Driveway Waiver Request
Other (describe)
t
Resubmittal for Fire Resubmittat for Planning
Hydraulic Calculations (Fire Flow) ❑ Plot Plan ❑ Reduced Plot Plan
❑ Cut Sheets ❑ Elevation Views
Fire Protection Plan ❑ Height Calculations
❑ Contractor's Bid ❑ Landscape Plan
❑ Other (describe) ❑ Other (describe)
Thank you!
L:\TEMP\DST's\Forms\Res u bmittal.d o c2/5/2009
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Sign white symbols
and fetters on blue
background
International symbol
of access
"State Disabled
o
Parking Permit
Required"
"Van Accessible" see
o�
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site plan for location
o
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Install one sign at
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head of each
designated
m
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accessible parking
stall
®REQUIRED SIGNAGE
JUL 12 2010
BUILDING!Dm oN DS
CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.dedmonds.wa.us
DATE: July 22, 2010
TO: Lori Harvey, Linn -Douglas Construction, LLC
lori@linn-douglas.com
FROM: Jeanie McConnell, Engineering Program Manager
RE: Application #: bld20100400
Project: Edwards Jones
Project Address: 1300 Olympic View Drive
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit three (3) sets of revised
plans/documents with a written response to each of the items below to Linda Thomquist.
City of Edmonds handouts, standard details and Edmonds Community Development Code (ECDC)
can be referenced on the City website.
Please submit a traffic impact analysis for this project. Please refer to ECDC 18.82 as well as
City handout #E82 for traffic impact analysis requirements. Items #1 and #7 of the #E82
worksheet will need to be completed. The handout is available on the City's website under
Quick links, Handouts, at www.ci.edmonds.wa.us.
o Under Item Number 7, Mitigation Recommendations, please state the previous use of the
tenant space and assess an impact fee for this use accordingly. Please also state the
proposed use of the tenant space and assess an impact fee for this use accordingly. The
impact fee required for this project, if any, will be the difference between the previous
use and the new use.
2. Please show staging of equipment and materials on the site plan.
Please contact me at 425.771.0220 x1338 or by e-mail at mcconnell(a,ci.edmonds.wa.us if
you have specific questions regarding these plan corrections.
W20100400-Edward Jones -El Page 1 of 1
,�c� 2D�p-oho
LINN- DOUG"S
Construction, LLC
July 27, 2010
Jeanie McConnell, Engineering Program Manager
City of Edmonds
121 5th Avenue North
Edmonds, WA 98020
RE: Engineering Review Comments, July 22, 2010
Permit # BLD20100400
Dear Ms. McConnell;
Below please find our response to the above noted Engneering Review Comments of July 22, 2010.
1. The traffic impact analysis worksheet has been completed. Impact fees have been determined to be
$1,476.30 in accordance with City of Edmonds Municipal Code 18.82.
2. Neither staging nor storage of construction materials or equipment will be located outside of the
building.
I believe that this will meet the engineering department's criteria and the project can move forward to permit
issuance.
Regards,
IfA/7
Lori L. Harvey
Project Coordinator
Enclosure(s) Engineering comments 7-22-10
TIA worksheet
JUL 2 9 2010
BUOIT`! OF EDMONDNT
Pride in Quality and Customer Service
P.O. Box 8019 • Covington, WA 98042-8019 • Office 253.939-5190 • Fax 253-939-5189 • build@linn-douglas.com
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RESUBMITTAL CHECKLIST
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PLAN CHECK N�.: �G� SATE:
OWNER NAME:
" t� ® D D A b
'MR D
Resubmittal for Building Resubmittal for Engineering
❑ Section Views ❑ Drainage Plan/Report
Floor Plans ❑ Grading Plan
❑ Structural and/or Beam Calculations ❑ Traffic Control Plan
❑ Energy Worksheets/Envelope Summary ❑ Engineers Estimate
❑ Special Inspection/Testing Form ❑ Bond
❑ Contractor's bid ❑ Driveway Waiver Request
Other (describe) ❑ Other (describe)
`
t� r�
lVli13
Resubmittal for Fire - Resubmittal for Planning
❑ Hydraulic Calculations (Fire Flow) ❑ Plot Plan ❑ Reduced Plot Plan
❑ Cut Sheets ❑ Elevation Views
❑ Fire Protection Plan ❑ Height Calculations
❑ Contractor's Bid ❑ Landscape Plan
❑ Other (describe) ❑ Other (describe)
Thank you!
L\TEMP\DST's\Fo rms\Resu bmittal. d oc2/5/2009
Message
McConnell, Jeanie
From: McConnell, Jeanie
Sent: Thursday, July 22, 2010 1:31 PM
To: 'lori@linn-douglas.com'
Subject: bld20100400-Edward Jones
Lori,
Page 1 of 1
Please find attached the plan review comments from the Engineering Division in review of the Edward Jones
tenant improvement proposed at 1300 Olympic View Drive.
Regards,
Jeanie
JEANIE McCONNELL I Engineering Program Manager I mcconnelifti.edmonds.wams
Public Works Department I Engineering Division 1 121 5th Ave N I Edmonds, WA 98020
City of Edmonds I www.ci.edmonds.wa.us I Tel: 425.771.0220 1 Fax: 425.771.0221
, Please consider the environment before printing this e-mail
7/22/2010
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