18206 88TH AVE W.PDFIIIIIIIIIIII
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18206 88TH AVE W
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M, AY 21 �� I
P ER ii!V i 1 T C 0 U PJ ER
DRAINAGE REPORT
FOR
MR. & MRS. WALTER LEE
IN GOV'T LOT 1, SECTION 18, TWP. 27N, RGE. 3E, W.M.
CITY OP EDMONDS, WASHINGTON
MAY, lq'�l
i. H21 Date
M.B. Meyr
B. 4f,
wash
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NARRATIVE
WALTER LEE RESIDENCE
PROPOG-*AL
The objective of the proposal is to construct in place after
removal of an existing single family residence on site, a new
structure containine approximately 5,000 Square feet of
impervious area. Drainage facilities are in place that carry
run-off from dow-ispouts and driveway to natural outfalls located
on the East and West sides of the Subject property.
LOCATION
The tract of land under consideration is located at 182,016 89th
Avenue North in the City of Edmonds. The property is further
described as all that portion of Lot 15. plat of Dobson Fark,
per plat recorded in Volume 16 of Plat"s at Pages 90 & 91,
records of Snohomish County, Washiripton and situated in Gov't
Lot 1, Section 18, Township 27 North, Rc-nse 4 East., less
the South 115.00 feet thereof. The site is presenitly served by
all the necessary utilities.
SITE DESCRIPTION
The subject site is located on prominatory at the top of a
northerly slc-lpe. A natural drainage swale exists or the East
and West sides that slope downward to an intersection on the
South side of Olympic Marine View ID -rive where the drainage f lows
through an existing 24 inch concrete culvert pipe under Olympic
Marine View, Drive. A single family structure presently occupies
the site but will be removed completely down to the concrete
foundation, which will be retained for construction of the new
structure. An asphaltic driveway loops along the South side of
the site connecting with a private roadway having access from
the West side of 88th Avenue North. The majority of this loop
driveway will be retained for the new structure. A turnaround
and parking area having an asphaltic surface is in place
adjoining the Southwest area of the existing structure and will
be retained.
A catch basin and spillway from the above asphaltic surfaces are
in place. These structures direct the run-off waters through a
4 inch PVC piping system to outfall on the West slope of the
subject parcel at a point 17 feet East and 32 feet North of the
Southwest corner and direct the storm water into the ' soils of
the natural swale along the West side of the parcel. No erosion
or scouring has taken place from this outfall. A six inch
concrete pipe outfalls at a point 7 feet East and 72 feet North
of the Southwest corner. The source of the water observed
flowing from this outfall has not been determined at this time.
Minor siltation occurs at this outfall which directs storm or
run-off water towards the natural swale. There is no scouring
of the soils at this outfall.
The West side of this existing development is landscaped with a
terraced sioe slope between the structure and the West property
line. This terrace is ideally located for installation of a
retention/detention drainage system for the West one-half of the
proposed new structure. The topography of the East side
contains a level area adjoining the existing and proposed
structure above a natural swale. The level area is large enough
so as to allow the installation of a retention/detention pipe to
accomodate run-off from the East one-half of the proposed
structure. The area surrounding the structure except for the
asphalt driveway and parking supports ground cover vegetation
and trees.
AREA
The area of the parcel is approximately 32,520 square feet of
land which has been used structurally and environmentally. The
vegetative growth consists of low growth ivy on the slopes which
is controlling erosion and numerous Douglas Fir trees that will
remain.
STORMWATER FLOWS
The storm water from the new structure, which will have a slate
or tile roof, will be directed.to two separate detention
systems. Due to the length of the new structure and
availability of location, a detention pipe system will be
located on each side of the property (see plan) using the
natural swale outfalls to reduce any impact that would occur
from a single location. The split system will also reduce the
flow grade that occurs for the lengths that would be required
for a single system.
0
PERmrr APPLICATION REQumEAMEET FILE
TO: Permit Coordinator, Building Division
FROM: Lyle Chrisman, Engineering Inspector
OWNER: LR� I PLAN CK #
ADDRESS: 16ZE)G ;?l6fA 3ki 0 W DATE: I )
After review of the subject permit application, the following requirements mustbe met.
1. Construction hours are: WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKENDS/HOLIDAYS ..... 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/Owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d)
S. NO WORK SHALL BE DONE VRTUIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACIL-
ITY BUILDERIOWNER IS REPSONSIBLE FOR IDEN77FYING COND17IONS ON THE DRAWNG. (ECDC18.30.50G)
6 FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION
(ECDC 18.30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEM, TIGHILINES, FOUNDATION INS, AND
CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFELLING. (EC C 18.30)
8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersecti is involved a
handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the exten of repair prior to
issuance of the permit. (ECDC 18.90)
9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14
Waiver granted to _%. (ECDC 18.80.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC
18.80.060C)
11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING.
(ECDC 18.30)
12. No burning of construction refuse without a permit from the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30)
14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18. 10)
16. Connectv�n to the City sanitary system is required. A separate permit is required.
LID# I '�;' I — Fees paid: Yes No - Charge�.�. (ECDC 18. 10)
17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50% of the total
assessed value of the structure. (ECDC 18.05.010)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU-
PANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
19. 1) &" 1%4- dWza�lm STREET FILE
20.
STREET FILE
CITY OF EDMONDS
250 .5TH AVE N - EDMONDS, WA 98020 - (206) 771.12 202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation * Engineering
, 8 9 0 - 19 )
LETTER OF TRANSMITTAL
Date: Z122 1/�F/
To: W J �4
Project:
Address: 10
LARRY S. NAUGHTEN
MAYOR
Plan review number: 360
PETER E. HAHN
DIRECTOR
Transmitting: Plans & Calcs
Soils Report - Other' �12
For your information:
As requested by your office:
For structural plan review:
For non-structural plan review: -
For Washington State Energy Code review:
For Northwest Energy Code review:
For Fire Code review:
Note attached comments:
Comments:
For Corrections and resubmittal: Building Division
Respond to letter in writing:
Resubmit 2 revised plans: City Official
Send directly to City Building Division:
Incorporated A ugust 11, 1890
Sister Cities International — Hekinan, Japan
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INCORPORATED0
March 25,1991
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Mr. Richard Mumma
Edmonds Building Department
Edmonds Civic Center MOW
250 Fifth North
Edmonds, Washington 98020
Subject: Edmonds Plan Check No. 300,
Lee residence revisions requested by WJA.
Dear Mr. Mumma:
We have received your transmittal and a copy of the letter sent to you by WJA
Architects and Engineers dated March 12,1991. In response, we have made the
requested modifications and additions to the Lee residence plans and are resubmitting
them for approval.
In reference to the letter are the following changes:
General
1. a. Plywood index with applicable sizes added to general notes in "Additions to
General Notes", Schedule H-1, sheet #1 of drawings.
b. Noted in G. 12. of "Additions to General Notes", sheet #1, and detail B-7, sheet 7.
c. Noted in G. 13. of "Additions to General Notes", sheet #1.
Framing
1. Added typical nailing note on Basement Foundation Plan, top right of sheet 2
near master bedroom deck.
2. Nailing note added to detail H-7, sheet 7.
3. Deck rail and post detail B-3 added to sheet #3, upper right corner.
4. Calculations by Lee Johnson Consultants (Engineer) submitted. Also added 1
additional sheet to back of calculations.
5. Posts located on Roof, Floor, and Basement Plan highlighted with half -tone
screen showing post supporting main beam over master bath.
6. Roof framing added to Roof Plan over inasLer bath, sheet #4.
7. Bathroom windows added to South Elevation.
(continued)
CONSTRUCTION PLANNING El DESIGN 0 DEVELOPMENT
19105 36TH AVENUE WEST, SUITE 207, LYNNWOOD, WA 98036, (206) 771-0847
0
C --
Foundation
1. Detail B-2 added to sheet #2, center top of page showing foundation connection
to existing foundation.
Lateral
1. Toenail note added to detail H-7 of sheet #7, and sheet #4, top center.
2. Drag struts added to plates as shown on Roof Plan and detail B-4, sheet #4.
Please feel free to contact us with questions or comments.
Sincerel
Tom M. Leren,
Project Designer
IF V J.A.
WHITELEY JACOBSEN AND ASSOCIATES
ARCHITECTS / ENGINEERS / PLANNERS
306 Seattle Tower 1218 Third Avenue Seattle, WA 98101
Telephone (206) 623-0331 FAX (206) 467-8441
12 March 1991
Mr. Richard Mumma
Edmonds Building Department
Edmonds Civic Center
250 Fifth North
Edmonds, WA 98020
Subject: Edmonds Plan Check #300
18206 88th Avenue West
Lee
Lenen Company - Designer
Lee Johnson Consultants - Engineer
Single Family Addition
Dear Mr. Mumma:
9100-L
MAR 8
PERMIT =14TER
We have reviewed the referenced project's structural submittal requirements and
have the following comments:
General
1. General notes must include:
a. The plywood index with Panel Span Rating for roof and floor sheathing
per Table 25-S-1.
b. Non -bearing walls must be held away from the truss bottom chord with
an approved fastener (such as Simpson STC or approved equal) to insure
that the truss bottom chord will not bear on the wall.
C. Approved hangers must be used at all connections of rafters, jack or
hip trusses to the main girder trLISS.
Framing
1. The multi 2x built-up beams must be nailed together in order to
effectively transmit the vertical loads equally to all 2x members.
Provide a note or detail on the drawings specifying nail size and spacing.
2. The screened ventblocking at the eaves must adequately connect the roof to
the wall plate so that transfer of roof lateral forces into the shear
walls may take place. Clarify the eave blocking detail. See Edmonds
"Residential Permit Submittal Requirements" Detail B-B.
Mr. Richard Mumma
12 March 1991
Page Two
3. Show a detail on the drawings for the connection of deck railings. The
railing must sustain the load of 20 pounds per lineal foot (Table 23-B-9).
4. Provide calculations for all floor joists supporting concentrated loads
from posts. There does not appear to be any footings under the posts to
carrying roof loads.
5. Show post locations on floor plan and coordinate.
6. Show roof framing over the master bathroom.
7. Show master bathroom windows on south elevation.
Foundation
1. Specify how new foundations are attached to existing.
Lateral
1. Plans must show or note details of connections to transfer lateral loads
from horizontal diaphragms to shear walls (or bracing) (Section 2513(a)).
2. Shear walls must be provided with drag struts and the attachment to the
shear wall clearly shown. Drag struts may be required at the north wall,
the northwest corner and the garage front wall.
Please respond in writing to each comment, referring by heading and item number
(e.g. Lateral I.b.) followed by the measures taken to comply.
Please call if you have any questions regarding the comments.
Very truly yours,
WJA, P. S.
Architects, Engineers, Planners
o")
Ce
J�ack H Whiteley,� V.E.
C Civil
ivil and Structural Engineer
STREET FILE
01
CITY OF EDMONDS
250 . 5TH AVE N - EDMONDS. WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation 9 Engineering
� 8 9 0 . 1 9 9
Date: //,3
To:
Project:
Address: /R,�00
LETTER OF TRANSMITTAL
LARRY S, NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Plan review number: 300
Transmitting: - Plans & Calcs- Soils Report - Other /J
For your information:
As requested by your office:
For structural plan review:
For non-structural plan review:
For Washington State Energy Code review:
For Northwest Energy Code review:
For Fire Code review:
Note attached comments:
For Corrections and resubmittal:
Respond to letter in writing:
Resubmit 2 revised plans:
Send directly to City Building Division: /
Comments:
Building Division
City Official
* Incorporated August 11., 1890 0
Sister Cities In ternational Hekinan, Japan
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LEGAL DESCRIPTION
LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16
OF PLATS, ON PAGES 90 AND 91, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE SOUTH 115 FEET THEREOF.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER, UNDER,
AND.ACROSS, THROUGH AND UPON THE NORTH 15.00 FEET OF THE FOLLOWING
DESCRIBED TRACT:
THAT PORTION OF LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, ON PAGES 90 AND 91, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON MORE PARTICULARLY DESCRIBED AS FOLLOWS.
BEGINNING AT 'THE SOUTHEAST CORNER OF SAID LOT 15; THENCE NORTH 89 DEGREES
17- 34" WEST, ALONG THE SOUTH LINE OF SAID LOT 15, A DISTANCE OF 96.89
FEET; THENCE NORTH 24 DEGREES 44' 55" WEST, A DISTANCE OF 127.36 FEET TO
AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 115.00 FEET OF SAID LOT
15; THENCE SOUTH 89 DEGREES 17' 34" EAST, PARALLEL HITH THE SOUTH LINE OF
SAID LOT 15, A DISTANCE OF 151.96 FEET TO AN INTERSECTION WITH TBE EAST . -
LINE OF SAID LOT 15; THENCE SOUTH 0 DEGREES 52' 20" WEST, ALONG*SAID EAST
LINE A DISTANCE OF 115.00 FEET TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
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MAR - 7 lqql
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PERMIT COUNT
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ELEVATION CALCULATIONS
AVf,'91q6t Nfl6tfFr /01?.O'f 676't 96 '77(9
4
SITE ADDRESS
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At LASO
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DATUM: AS,5UMED
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:SCRIBED TRACT:
IAT PORTION OF LOT 15, DOBSON F
ECORDED IN VOLUME 16 OF PLATS,
)UNTY, WASHINGTON MORE PARTICUI
ECINNING AT *THE SOUTHEAST CORNF
7' 34" WEST, ALONG THE SOUTH Ll
EET; THENCE NORTH 24 DEGREES 44
N INTERSECTION WITH THE NORTH 1
5; THENCE SOUTH 89 DEGREES 17'
AID LOT 15, A DISTANCE OF 151.!
INE OF SAID LOT 15; THENCE SOUI
INE A DISTANCE OF 115.00 FEET I
ITUATE IN THE COUNTY OF SNOHOM:
R la� C 4 i -4 iE D
MAR -7 1�ql
PERMIT COUNTER
STREET FILE
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202
COMMUNITY SERVICES:
Public Works @ Planning * Parks and Recreation 9 Engineering
8 9 0 . 19 "
L E T T E R 0 F T R A N S M I T T A L
DATE:
�///A/
TO: xjw
SUBJECT: A& - '&a1l4a,11 1--141--soo
TRANSMITTING:
/ J.zT A �*/vs -/- e�'
FOR YOUR INFORMATION:
AS YOU REQUESTED:
REVIEW AND COMMENT:
FOR STRUCTURAL PLAN CHECK:
FOR NON-STRUCTURAL PLAN.CHECK:
FOR CORRECTION AND RESUBMITTAL:
RESPOND TO LETTER IN WRITING:
RESUBMIT 2 REVISED DRAWINGS:
SEND COMMENTS DIRECTLY TO
BUILDING DIVISION:
COMMENTS:
BUILDING DIVISION
CITY OFFICIAL
LARRY S, NALIGHTEW
MAYOR
PETER E. HAHN
DIRECTOR
Incorporated August 11 1890
Sister Cities International — Hekinan, Japan
I LJEE
imnson
STREET FILE
4-o Ps�=
('0 Psi=
Pjc) o-)P"Al
JUN 2 5 1990
Rac"i'vim
MAR -
PERMIT COUNTER
JOB NAME:
CHECKED:
JOB # 9000-74f. a(
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JOB NAME: L JOB # 9 n C)o -74. r
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-
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~~~
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~,���[�n
4.2 - SUHM�h,
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|�ape : 1
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0:0B9oo0/8.HIli L
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HOUSE IDEN
TIF1CA\1UN
House lU:
MkFE
U+ilit.v'
: SN0|UMlSH
COUP,T7^POD'��'1
Address
: ]82,b Hd[H AVE W FN�UNL`5
A'`a�v�i
: PETE HELD
Bui1der
:
i''ca(ioo
: 13EATT|-E1
Owner
F1o.,r �/ea:
62/5 fL2
P(/�|lFTCAT IOM CH|TE|,/t 4 ================= ====
�
| SUPEH 8U00 LN|S/
� NOR[HWES[ ENEH6Y CODE .� `� �E�ERENC� CUHRB`|[ PR(�PO5ED |
Perfor01JJ2 9,Y9° �
( Energy Dudg*L ' Wh/ft�-v 6.57 2.—^ * �
QUALlFlES * |
\VIA
� � (
~�
| WASHIN6[UN SlATE �NERGy ED PRUPUS�J |
�
|
_____ - ----------------'------'- (
| Chapter 4 (UO)
| (CoJe ufficial may require j���nal�lah insulation) |
� |
| .
�
�
y
HEATING ANu VEN|ILA[TNS SYSTEMS Ll/HH�Nl PHOPOSED
. ... .........
Heating System Type F'n nace Ueat Pump
Heai Pump Heabm} ance Factor N/A 6.80
He�t Load at 5C, F desi ,�n �emp di
Sysiem Si re at 150% Des` gn Luad (kW (kB|!/h`.>
Avera�e Annual S|`ace
VenLilat Ion F iystem lvpC-1
ECONOMICS
----'---------------'-----------
Incre(vie n{al Con/r^C',os+
Pruject- "d Yeo,rl, |k,+iino �nst
FirsL Year Mont11ly 1-11[1 ($/month)
Average Monthlv Heai(ng Costs
l(/(A(' FIRST YEAH MUNIHLY PAYMF:Nl
30 vear i-Ife Cvc(e Cu�( �
'
N�|Rv�)n�egrate,yw'F.it- ceJ Ai ri-trnace
��4Y� \y��, /z��»
/�
CUkREN[ F., f I -t-3E"Y',
0.0« 0.00
$ 0.00
-' ' - - --------- '--- ..........
0.06
Acival eoergy
usw w
var, with
.:]imate,
lifC-,stv\e,
ao.|
cmnstruciion.
Ecooioic and
energy kee
est(maLes
shmUd
be 'ee.| /CH,
cnmparaLive
purposes cnl�.
�
()8/yw/90 WAYTSUN 4.2 - COMPONEN[s kEpUR[ Page : 2
FILE : 8:08900078.HSE
BUILDING COMPONENT SUMMARY
Curr
Prop
Component
Entries
Area
UA
UA Cost $/UA
Below -grade walls
1
199
153.2
153.2
Slab perimeters
1
23
10.6
11.5
Floors over crawl spaces
1
2243
89.7
65.0
Walls
1
3009
192.6
192.6
Windows
2
644
386.4
171.4
Doors
1
60
23.4
23.4
Skylights
0
0
0.0
0.0
Ceilings
2
4061
131.5
131.5
Air Leakage Control
1
40353
363.2
254.2
Mass
1
6275
18825.0
l8825.0
TOTALS
________________________________________________________________________________
135V.6
1002.8
8LAZINO OR1hNlATTUN
CURREN[
PROPOSED
Area
Effarea
%F1oorArea
Orientation
Area
Effarea
%FloorArea
____________________
157.5
157.5
-------------------
2.5
_----____-_-___-__--_-'_--_-__-_-____
South
157.5
157.5
2.5
0.()
0.0
0.0
Southeast
0.0
0.0
0.0
0.o
0.0
0.0
East
0.0
0.0
0.0
0.0
0.0
0.0
Northeast
0.0
0.0
0.0
486.5
208.7
7.8
North
486.5
208.7
7.8
0.0
V.V
0.0
Northwest
0.0
0.0
0.0
0.0
0.0
0.0
West
0.0
0.0
0.0
0.0
Southwest
O.V
o.0
_________________
«.0
644.0
366.2
10.3
TOTALS
644.0
366.2
1O.3
HAUFSUH version 4.2 CIMPONENib NEPURF &=L.) paq(--� 1
FILE 00090007B.HSE
BELOW-ORADE WALLS
Description
F-value
Pmtr
UA
$/If
Cost.
C, 0' depth/2m4 U" o.c./interior R-19
0.770
199.0
153.2
P> B' depth/2x4 16" mc./interior R-19
----------------------------------------------------------------------------------
0.770
199.0
153.2
SLAB PERIMEfERS
Descriptior,
F-value
Pmtr
UA
$/If
Cost
C> Slab/R-7.5 insul. /2' horizontal
0.460
23.0
10.6
P> NO INSULATION/R-(..)
0.500
23.0
11.5
FLOURS OVER CRAWL SPACES
Descriptiors
U-value
Area
UA
$/sf
Cost
C> R-19 under floor -.vented crawl
0.040
2242.5
89.7
P> R-30 under floor - vented crawl
---------------------------------------------
0.029
--------------
2242.5
6Z('')
-----------------------
WALLIS
Descriptiori
U-value
Area
UA
S/sf
Cost
C> 2mb R-19 batt/standard
0.064
3009.0
192...,.'-,
P> 2x6 R-19 batt/standard
0.064
3009.0
192.6
WINDOWS
DescripLior,
U-Value
-----------------------------------------
Area
UA
$/sf
Cost
0>*1989 CODE CLASS 60
0.600
644.0
386.4
PQANDERSON WOOD FRAME W/LOW E W/ARGON
0.240
524.0
125.8
*ANDERSON WOOD FRAME W/LOW E W/AR FRENCH
0.380
120.0
45.6
---------------------------------------
TOTALS.',
644.0
171.4
08'09/9* WAT[SUN version 4.2 - COMPONENlS REPORT (cont.) Page : 4
FILE : 008900078.HSE
______________________________________________________________________________
DOURS
Description U-value U-value Area UA $/sf Cost
----------- ------------------------------ ---- ________________________________
C> Wood 1-1/8" panel 0.390 60.0 23.4
P> Wood 1-1/8" panel 0.390 60.0 23.4
________________________________________________________________________________
CEILINGS
Description U-value Area UA $/sf Cost
_____________________________________________________________________________
C> R-38 standard 0.032 3538.5 113.2
R-30 vaulted * 0.035 522.0 18.3
_______________________________________
TOTALS> 4060.5 131.5
P> R-38 standard 0.032 3538.5 113.2
R-30 vaulted * 0.035 522.0 18.3
_______________________________________
TOTALS> 4060.5 131.5
------ - -- -- -`�������— - --- -- - --- -- - -- - ---`- --------- - - ----------------------------
AIR LEAKAGE CONTR0
Description ACH Volume UA $ Cost
C>*1989 CODE .5 ACH 0.500 40353.0 363.2
P> Standard Air Sealioo -above grade volume 0.350 40353.0 254.2
________________________________________________________________________________
MASS
________________________________________________________________________________
Description M-value �Area BTU/F $/sf Cost
____________________________________________________________________________
C> Light frame construction BTU/F-ft2 flr 3.0u0 6275.0 18825.0
P> Light frame construction BTU/F-4t2 flr 3.o0» 6275.0 18825.0
----------------`—`-----'-------------------------------------------------------
________________________________________________________________________________
Actual energy use will vary with climate, lifestyle, and construction.
Economic and energy use estimates should be used for comparative purposes only.
________________________________________________________________________________
08/0�/90°
WATTSiiN version 4.2
- HEAT1Nb SYMEM
HEPOR[ Page : 5
---'-------------
FILE :
-------'-----------------------'-'---------------'----------
008900078.HSE
SYSTEM CURRENT PROPOSED
_____________________________________________________________________
� Heatjng system tvpe Furnace Heat Pump
� Heat Pump HSPF 6.80
Ducts Size Lqth Rval Size Lgth Rval
__________________
10"x20"150ft R-7 10020"150ft R-11
8" 190ft R-7 8" 190ft R-11
BUILDING HEAT LOSS CURRENT PROPOSED
------------------ Z---------------------------------------- W_____--_--__-______
Envelope 1350.6 BTU/hr-F 1002.8 BTU/hr-F
Ducts 163.5 103.6
_________________________________________
TOTALS> 1514.1 1106.4
________________________________________________________________________________
DESIGN RESULTS
L
CURRENT
PROPOSED
� ----------------------- --------------------
� Design heat load
-___________________________________
75703.3
8TU/hr
55321.2 BTU/hr
�
22.2
kW
16.2 kW
Svstem size (150%)
113.5
kBTU/hr
83.0 kBTU/hr
33.5
kW
24.5 kW
Total Space Heat
54/50
kWh/yr
21348 kWh/yr
BASED ON
THE F(/LLOW|Nb DEMON CONDITIONS
Winter
design design wind speed
15
mph
Thermostat set point
70
deg F.
Winter
design temperature
20
deg F.
Design
temperature differpnce
---_---------------------------------------_-------------------------
50
deg F.
Actual energy
use will
vary with climate,
lifesty]e,
and construction.
Economir and
energy use
... .... .... ... _--_--_---_____-____-'________'_-__-_---____'-_-_-__-__'--_____
estimates
should
be used
for
comparative purposes only.
PROJECT REVIEW CHECKLIST
PROJECT NAME: ILE PLAN CHECK #: ..
PROJECT ADDRESS:- 1OZa6, E52rc-VAV14, RECEIPT DATE: *1 q
D
IREVIEW BY: (
nitial/Date), --i-- -
W �TER
PLAN. A
I
COMMENTS
FIRE
[QLDG. SEWER
S i
SThEg�� i JtNG.':
Setbacks/Variance/Setback Adjustment . . . . . . . . . . . . . . . .
-4
Conditional Use Permit
ADB Requirements
3
Other Zoning Requirements
Underground Wiring Required
..............
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit..
Tree Cuffing Plan
Plat/Subdivision Requirements
Legal Description Verification
Quit Claim/Street Dedications
. . . . . . . . . . . . . . . . . . . . . . . . . .
.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Easements - Public/Private
47z--
Engineering Storm Drain Review Fee, . ... ....... ....... ....
. WA 4wlL
EngineeringMff Inspection Fee
Drainage Plan (On -Site)
Setback - Top� of Bank, Stream, Water Courses'
Setback - Storm Drain Line .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41Z
........................
............
Open Ditch - Existing L46,* . . . . . . . . . . . . . . .
36
Culvert Required. .......
.. . ...........
Culvert Size . . .
. . . . . . . . .
. . . . . .......
. . . . . . . . .
20'
Shoijider Drainage/Shale Open Runoff
. . . . . . . . . . .........
44z-
Catch Basin Required ..... . . . . .
Driveway Slope & Vehicle Access % . .
. . . . . . . . . . .
Sidewalk Required D
W- — ---- --
--------- ---------
1-1*., 1
Curb & Gutter Required 0.0
Curb Cut For Driveway Required
4/2-
Street Paving Required
2T
Right -Of -Way Construction Permit Required N-1.0
9/30
A (Z
-28.
.29
Street Name . Sign Required
Other Signing Required - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
.41 -
30.1
Bond Required For Public Improvements.
....... . . . . . . . .
4�14
....... .
FEMA Map Check/Water Table 01�-
................ ............ . . . . . . . . . . . .
4/7-
32
Side Sewer Availability Fjot6ruoc, - - - - - - - - - - - - - - - - - - - - - - - - -
. . . . . . . . . . .
47z-
Calculate Sewer Connection Fee If'Nq LID
Z.
34
Create Street File' Kjo &Agtol�
35
Existing Water Main Size
:96
Water Meter Size
... 37 -
Service Line Size
Water Meter Charge Required
--------- 1
�39
.40
Hydrant Required
Hydrant Size Existing
41:
Fire Line Charge Required - Sprinkler
42
IStreet Cut.
4 ......
IMiscellaneous
44
Reviewed By:
FIRE
PLANNING
ENGINEERING
V %JU L.1%.0 VV NJ nf\Q I .
---------------------------------- ---------- I -------------------
08/09/90 WATTSUN versisTift bl JM 'Itiff-E- F-` 0 R T gPe I
FILE : B:08900070.HSE
-------------------------------------------------------------------------- MAR--j-1
HOUSE IDENTIFICATION 'PERMIT COUNTER
---------------------------------------------------------------------------------
House ID: MR� & MRS. LEE Utility a SNOHOMISH COUNTY PUD # 1.
Address 18206 88TH AVE W EDMONDS Analyst ; PETE HELD
Builder Location : SEATTLE1
Owner- MR. & MRS LEE Floor Area: 6275 +t2
QUALIFICATION CRITERIA
114L
SUPER GOOD CENTS/
1 NORTHWEST ENERGY CODE REFERENCE CURRENT PROPOSED i
------------------------- --- ---- ------------------------------ 1
Thermal Performance (Btu/"r-h 1332 999 i
i Energy Budget (kWh/ft2-yr 4.46 6.57 2.513
I QUALIFIES
1 WASHINGTON STATE ENERGY C.. El AL -LOWED PROPOSED
-------------------------- - --- ---------------------------------
i Chapter 4 (UO) 1353 700
1 (Code official may require a difffnal.slab insulation)
QUALIFIES
HEATING AND VENTILATING SYSTEMS-- CURRENT PROPOSED
.................................................
heating System Type Furnace Heat Pump
Heat Pump Heating Season Performance Factor N/A 6.B(-')
Heat Load at 50 F design temp difference (BTU/hr) 75703.3 55321.2
4
System Size at 150% Design Load (kW (kBTU/hr)) 33.5(113.5 "05(83.0)
Average Annual Space Heat Requirement AA/vr) 54750 �>--""01348
Ventilation System Type
ECONOMICS
------------------------------------------
Incremental Construction Cost
Projected Yearly Heating Cost
First Year Monthly PITI 0/month)
Average Monthly Heating Costs
TOTAL FIRST YEAR MONTHLY PAYMENT
30 year Life Cycle Cost
N IW73
NHRV:Integrate Xu -4,760
Air rn8ce
22 NOW
0 0 la 71ro
CURRENT
PR � (F) (- t-3 F-- -Z -
--------------------------------I
Jost-
$ 0.00
0.00
0.00
$ 0.00
$ 0. 00
$ 0.00
------------------------------
S 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0. 00
----------------------------------------------------------------------------------
Actual energy use will vary with climate, lifestyle, and construction.
Economic and energy use estimates should be used for comparative purposes only.
----------------------------------------------------------------------------------
---------------------------------------------------------------------------------
0Q/09Q0 WATTSUN version 4.2 - COMPONENTS REPORT* Page g 2
FILE g B:08900078.HSE
-----------------------------------------------------------------------------------
BUILDING COMPONENT SUMMARY
Curr
Prop
Component
------------------------------------------------------------------------------
Entries
Area
UA
UA Cost $/UA
Below-grade walls
1
199
153.2
133.2
Slab perimeters
1
23
10.6
11.3
Floors over crawl spaces
1
2243
89.7
65.0
walls
1
3009
192.6
192.6
Windows
2
644
306.4
171.4
Doors
1
60
23.4
23.4
Skylights
0
0
0.0
0.0
Ceilings
2
4061
131.5
131.5
Air Leakage Control
1.
4035:'-1:
363.2
234.2
Mass
------------------------------------------------------------------------------
1
6275
18825.0
18025.0
TOTALS
--------------------------------------------------------------------------------
1350.6
1002.8
GLAZING ORIENTATION
CURRENT
PROPOSED
Area
------------------------------------------------------------------------------
Effarea
%FloorArea
Orientation
Area
Effarea
%FloorArea
157.5
157.5
2.5
South
157.5
157.5
2.5
0.0
0.0
0.0
Southeast
0.0
0.0
0.0
0. 0
C) � (:)
0.0
East
0.0
0.0
0, (:)
0.0
0. 0
0. 0
Northeast
(). 0
0.0
0.0
486.5
208.7
7.0
North
486.5
208.7
7.(3
0.0
0.0
o.0
Northwest
0.0
0.0
0. 0
C). ()
0.(.--)
West.
0.0
0.0
0. 0
0.0
-----------------------------------------------------------------------------
0.0
0.0
Southwest
0.0
0.0
(). 0
644.0
---------------------------------------------------------------------------------
366.2
10.3
TOTALS
644.0
366.2
10.3.
00/o'?/90 WATTSLJN version 4.2 -- COtlP011,1ENTS REF'ORT fcont. Page
FI'LE -. B-.,.'(39C')C('7F
j. HSE
BELOW -GRADE WALLS
Desi,cription F --- va 1. u e Pfntr LJA Cost
C> 8' depth/2.-A 16" o.c.../interior R---19 0. 770 199,10 153. 2
P";- B" clepth/2,<4 16" o.c./interior R-19 0. 770 19 9 153.2
SLAES PERIMETERS
Demisc r i p t i on v a 1. LA e Pmtr UA $/1-f Cost
C'%- Slab/R-7.5 inst..tl. /2' horizontal 0. 460 233 1.0.6
1. - '713. C)
F1 ) NO INSUI A*TION/R--O 0.5C)0 11.5
FLOORS OVEF�Z CRAWL f-.)F'ACES
Desic r i p t i on
LJ---val ue
A r ea
UPI $/sf Cost
C `1- R ---- 19 under floor vented crawl
0. 040
2242.5
89.7
F"'" R--30 t-inder -Floor- vented crawl
0. 029
22242. 5
65. 0
W f -1 L L L")
Desc r i p t i on
(.J---v.A I ue
Area
LJA $/sf Cost
C'> 2x.6 R---19 batt/standard
0. 064
7-.-'009. 0
192.6
P:;- 2x6 R-19 batt/s-tAndard
0. 064
:'rx)C)'?. 0
192.6
WINDOWS)
Descr i pt i on
U -- val u e
Ar ea
LJA $/sf Geist
C>*1989 CODE CLASS 60
0.600
644.0
386.4
P"14ANDERSON WOOD FRAMEE
W/LOW E7 W/ARGON 0. 2 4 C.)
524. 0
125.8
*ANDERSON WOOD FRAME
W/LOW E W/AIR FRENCH 0 � 3180
120.0
45.6
TOTALS
644.0
3. 7 1. 4
�
0g/09/g0 WATTSUN version 4.2 - COMPONENTS REPORT (cont.} Page : 4
FILE : B:08900078.HSE
Description U-value Area UA $/sf Cost
C> Wood 1.... 1/8" panel 0.390 60.0 23.4
P> Wood 1-1/8" panel 0.390 60.0 23.4
CEILINGS
Description U-value Area UA $/sf Cost
C> R-38 standard 0.032 3538.5 113.2
R-30 vaulted * 0.035 522.0 18.3
TOTALS> 4060.5 131.5
P> R-38 standard 0.032 3538.5 113.2
R-30 vaulted * 0.035 522.0 18.3
TOTALS). 4O60.5 131.5
AIR LEAKAGE CONTROL
Description ACH Volume UA $ Cost
C>*1989 CODE .5 ACH 0.500 40353.0 363.2
P> Standard Air Sealing -above grade volume 0.350 40353.0 254.2
MASS
Description M-value Area BTU/F $/sf Cost
C> Light frame construction BTU/F-ft2 flr 3.000 6275.0 18825.0
P> Light frame construction BTU/F-ft2 flr 3.000 6275.0 18825.0
_... ...... ... ______------ ________________________________......
__________
Actual energy use will vary with climate, lifestyle, and construction.
Economic and energy use estimates should be used for comparative purposes only.
---------------------------------------------------------------------------------
08V09/q0 WATTSUN version 4.2 - HEATING SYSTEM REPORT Page 5
FILE : B:08900078.HSE
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SYSTEM CURRENT PROPOSED
--------------------------------------------------------------------------------
Heating system type Furnace Heat Pump
Heat Pump HSPF 6.80
Ducts Size Lqth Rval Size Lgth Rval
10"x20"150+t R-7 10"x20"150ft R-11
8" 190ft R-7 8" 190ft R-11
BUILDING HEAT LOSS CURRENT PROPOSED
---------------------------------------------------------------------------------
Envelope 1350.6 BTU/hr-F 1002.8 BTU/hr-F
Ducts 163.5 103.6
-----------------------------------------
TOTALS> 1514.1 1106.A.
---------------------------------------------------------------------------------
DESIGN RESULTS
----------------------------------
Design heat load
Svstem size (150%)
Total Space Heat.
----------------------------------
CURRENT
--------------------------------------------
PROPOSED
75703.3
BTU/hr
55321.2
BTU/hr
22.2
kW
16.2
kW
113.5
kPTU/hr
83.0
kBTU/hr
33.5
kW
24.5
kW
54750
-------------------------------------------
kWh/yr
21348
kWh/yr
BASED ON THE FOLLOWING DESIGN CONDITIONS
----------------------------------------------------------------------------
Winter design wind speed 15 mph
Thermostat set point 70 deg F.
Winter design temperature 20 deg F.
Design temperature difference 50 deg F.
-----------------------------------------------------------------------------
---------------------------------------------------------------------------------
Actual energy use will vary with climate, lifestyle, and construction.
Economic and energy use estimates should be used for comparative purposes only.
---------------------------------------------------------------------------------
n EIET FILE
USE PERMIT
91,04-sw
i
CITY OF EDMONDS
ZONE NUMBER
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
JOB UITE/APT
ADDRESS /0,206 00" 117w_ W
#
MI. & Mrs. Walter Lee
EGAL DESCRIPTION CHECKrUSDIVISiON
NO.
LID NO.
z
MAILING ADDRESS
3:
0
18206-88th Ave. W.
TESCP
CITY zip
TELEPHONE NUMBER
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
APPROVED BY
Edmonds, 98020
1774-3397
EXISTING - REQUIRED DEDICATION
NAME
PROPOSED
Leren Company, Inc., Designers
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
ADDRESS
STREET USE PERMIT REQUIRED 0
Z
i
19105-36th Ave. W., Suite 207
REVIEW BY
SEE ENGINEERING MEMO DATED
Z
IX
CITY ZIP
NUM13ER
�76 �- 4�t, C___
Lynnuood, 98036
ITELEPHONE
771-0847
REMARKS
NAME
ADDRESS
0
METER.SIXE
BUILDING SUPPLYS
CITY ZIP
TELEPHONE NUMBER
JFI;�^UNITS
Z
8
1
REMARKS
K
STATE LICENSE NUMBER
:%_N -A E��. 41
ENV. REVIEW
ADS NO.
Le Description of Property - include all Baseman
ALLOWED
PR61��
60
COMPLETE
EXEMPT
(goal
w below or attach two copies)
SHORELINE N
Z
0
See Attached.
VARIANCE OR CU
PLANNING REVIEW BY
<
SETBACKS - FEET HEIGTT
COVERAGE
FRONT SIDE REAR
Z3
Z
Tax Account Parcel NO- 4188000 0 1 0:00 9
0
76
NEW
RESIDENTIAL
PLUMBING
ADDIALTER
COMMERCIAL
MECHANICAL
REPAIR
APT. BLDG.
SIGN
EXCAVATE, FILL FENCE
OR GRADE
CHECKED BY
ITYPE OF CONSTRUCTION CODE
1
HE IGHT
DEMOLISH I x _177)
D
00
CARPORT swim
REMODEL GARAGE
SPECIAL INSPECTOR
AREA OCCUPANCY
OCCUPANT
POOL
REQUIRED
GROUP
LOAD
ODD STOVE'l RETAINING WALL/
0 YES 0 NO
INSERT ROCKERY RENEWAL
EMARKS
Z
0-
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
PROGRESS INSPECTIONS PER UBC 305
Z
F,
Single Family Residence.
NUMBER OF STORIES NUMBER OF,
2
DWELLING
UNITS
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Demolis h to existing main sub —floor.
FINAL INSPECTION REQUIRED
VALUATION
FEE
PLAN CHECK FEE
BUILDING
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATESURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided WorN Is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to Indemnity, defend and hold
wo
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims.for damages of
<m
whatever nature, arising directly or indirectly from the issuance
p
of this permit. lss�ance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
-
d
modify, waive o re'duce any requirement of any city ordinance
x,
nor limit In any waV the City's ability to enforce any ordinance
provision."
TOTAL AMOUNT DUE
I hereby acknowledge that I have read this application; that the
Information given Is correct; and that I am the owner, or the.cwly":
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; a V In doing the work authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ed thereby, no person will be am ployed In violation of the Labor
�61SILY THE
signed by the Building Official or his
Code of the State of Washington relling to Workmen's Compensa
W9RK NOTED
Deputy; and fees are paid, and receipt Is
tion Insurance.
INSPECTION
acknowledged in space provided..
SIGNATURE/�"NE 0 AGENT)
DATE SI ED
DEPARTMENT
CITY OF
OFFIC S S G AT RE DATE
EDMONDS
ATTENTION
CALL FOR
RELEASED BY: DATE
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
771-3202
—
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGINAL — File YELLOW — Inspectoi
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
102-87
A.
CITY OF EDMOOS:
CONSTRUCTION PERMIT APPLIQATION
OWNER NAME/NAME OF BUSINESS
Mr. & Mrs. Waiter Lee
MAILING ADDRESS
.18206-88th Ave. W.
CITY ZIP TELEPHONE NUMBER
Edmonds 98020 774-3397
NAME
Leren Company, Inc., Designers
ADDRESS
19105-36th Ave. W. Suite 207
CITY ZIP TELEPHONE NUMBER
Lvnnwodd 98036 1 771-0847
," 20026 - 20th N. W.
c ITY ZIP TELEPHONE NUMI
Seattle 542-6655
STATE LICENSE NUMBER
12� NUMBER r,
OB
ADDRESS /8 2-04 08"If
LEGAL DESCRIPTIO�71JBDIVISION
NO. LIE
IZONE
PUBL STREET P.
EXIS N:IGH URED DEDICATION TE
T:C 2;;E7.Y�PER OFFICIAL AP
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRE
STREET USE PERMIT REQUIRED 0
SEE ENGINEERING MEMO DATED , J-
00 Fl�� oj4ii.4 lose
WEE FILE
BY
Z
---0
�IEW �Y Z
PaX0 rj_1_ I I I L L'I r
- bIUN AHEA
ENV. REVIEW
ADS NO.
Le of Property - include all easements
ALLOWED
PROPOSED
COMPLETE
EXEMPT
Z
(sgal"Description
below or attach two copies)
SI 'OR LINE#
0
2:
3)
See attached.
VARIANCE OR CU
PLAJNING REVIEW BY
T�
ID
SETBACKS — FEET
HEIGtjT LOT
C�CVFRAG E
F 0 SIDE FEAR
Tax Account Parcel N 0' 4188000 015 000 9
R ;AtATI&
E]
1 :,/ i,? -- t'..#i fe I aa- L;,0C, 1,k1;4Z//A. 'r, 12.� k-,_
NEW
RESIDENTIAL
PLUMBING
ADDIALTER
0
COMMERCIAL
APT BLDG
MECHANICAL
REPAIR
SIGN
EXCAVATE, jLL- 1— FENCE
DE.O.S. OR GRADt x
CHECKED 1Y,.
ITYPE OF CONSTRUC TIC"
ICODE,,> IH
HEIGHT
—FT)
b
a
CARPORT
REMODEL 1-1 -P 0-- 0--L
GARAGE
SPECIAL INSPEFTOR
OCCUPANJ*,
WOOD STOVE/ M RETAINING WALL/
JAREA
REQUIRED
0 YES L NO
GROUP
JOCCUPANT
LOAD
INSERT L—J ROCKERY RENEWAL
ITYI�E OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
REMARKS
PROGRESS INSPECTIONS PER LIBC 305
0
'a
Sikngle Family Residence
NUMB�R OF STORIES
NUMBEROF
a
2
DWELLING 1
NITS
NATURE'OF WORK TO BE DONE (ATTACH PLOTPLAN)
',Deme,4tion of existing rnain floor down to
FINAL INSPECTION REQUIRED
S�b-floor and ioists. Remodel and Additioi
VALUATION
FEE
PLAN CHECK FEE
of new main floor as per plans, —
BUILDING
—WVff,4?S1(jW 9Y eC&4t OV, ?16
PL...IN. 00)
61
Plan Check No. 3co
MECHANICAL
2-7
This Permit covers work to be done On private property ONLY.
GRADINGIFILL
Any construction on the public domain (curts, sidewplks,
-
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
41 so
Permit Application: 180 Days
30 4D,
Permit Limit: I Year - Provided Work is Started Within 180 Days
omw
"Applicant, on behalf of his 0,,hei a h assigns and
rspous 0'rs,.,-
F/Y& vy-w-rawl
11, Oro
w
ow
successors in interest, agrees nd.mn d.f
&
harmless the City of Edmonds, Washingtk, its officials,
from
I
employees, and agents any a
Wn..4U AjaimsNor- damages of
whatever
nature, aq;jW�dlxecWo - ndirectly frolh the issuance
of this permit. ISA—uance of this permit shall not be df!emed tw.,
PLAN CHECK DEPOSIT
0
modify, waive Or reduce any requirement of any city ordinagOW'
nor limit in any way the City's ability to enforce any ordin
provision." �, ;Mce
.70L
TOTAL AMOUNT DUE
[Zp TO
I hereby acknow ledge that I have read this*applic ti - on; that the
Information given is correct; and that I am the ow r, Or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply Ith city and
state laws regulating construction; and in doing thfeork authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ad thereby, no person will be employed in violatl of the Labor
ONLY THE
signed by the Building Official or his
Code of the State of Washington relating to Workman's Compensa-
WORK NOTED
Deputy; and fees 4paid, and receipt is
tiQn Insuranc
INSPECTION`
acknowled ed In
R AGENT�,/�)
DATE S G ED
72
DEPARTMENT
CITY OF
..-? ,7
4TURE AT/E
;r/
EDMONDS
ATTENTION
CALL FOR
INSPECTION
RECEASPO DATE
r- // 4, - 7-
IT IS UN . LAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
771-3202
UNTIL A F�NAL INSPECTION HAS BEEN MADE AND APPROVAL OR OIRI61NAL��P�,;,�File :YELLOW — Inspector
A CERTIF CATE OF OCCUPANCY * HAS BEEN GRANTED. UBC
U,
CHAPTER 3.
IVA?
311hl -PINK Owner GOLD — Assessor
STREET FILE
MR. & MRS. WALTER LEE RESIDENCE
LEGAL DESCRIPTION
LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16
OP PLATS, ON PAGES 90 AND 91, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE SOUTH 115 FEET THEREOF.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER, UNDER,
ANU.ACHOSS, THROUGH AND UPON THE NORTH 15.00 FEET OF THE FOLLOWING
DESCRIBED TRACT;
THAT PORTION OF LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, ON PAGES 90 AND 91, RECORDS OF SNOIIOMISII
COUNTY, WASHINGTON MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT 'THE SOUTHEAST CORNER OF SAID LOT 15; THENCE NORTH 89 DEGREES
17' 34" WEST, ALONG THE SOUTH LINE OF SAID LOT 15, A DISTANCE OF 96.89
FEET; THENCE NORTH 24 DEGREES 44' 55" WEST, A DISTANCE OF 127.36 FEET TO
AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 115.00 FEET OF SAID LOT
15; THENCE SOUTH 89 DEGREES 17' 34- EAST, PARALLEL WITH THE SOUTH LINE OF
SAID LOT 15, A DISTANCE OF 151.96 FEET TO AN INTERSECTION WITH THE EAST
LINE OF SAID LOT 15; THENCE SOUTH 0 DEGREES 52' 20" WEST, ALONG SAID EAST
LINE A DISTANCE Of' 11S.00 FEET TO THE POINT Of' BEGINNING.
SITUATE 11) THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
4 1 1 S-�? It 11
ond manuracturer�
'Vol a3 Per
1011t At Ion or window
1PL --M 0
A
IXClUding
N.Man impact.shall
pit
Mt limited to 10-or
Within 18- or
111nated glass or
A Windows
or doors
th minimum
r
Sill height
floo,
1131 than I I of F
1W I or door) area !n
-,iv-YvDmr-v w4o FLcr,),-�
Uch rooms..
C-,
"11111-lal and garage
I"0111 Wall board
't0PP0d and nails
10C
W411 board.
Ct)VOred with %,4,6
Night of 72 Ui 1OK15 'To SQDPK�
ANr MVIS
II) On drawings in LCC,-1 Ic*z,
kkiro,
ju
Anplication
Ui
40 by a
'*X* w I th the
Hot
)Of the
44COMDetant
kLl- Df-;Tw,-�
--+-'44-4- �- 1 -,
-i I - . , - " - I. . �
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tw
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1OK6
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LU
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co L, 301.
NIS)
APPLICATION
ILE for
The City of Edmonds RES SIODE SEWER PERY[IT
NEW CONSTRUCTION E] REPAIRS 0
OWNER
ADD ESS
e
EASEMEN T No.
_PERMIT No..--.( ------------------
.......... . �__s ae
4tr_
-CK No . ............ ...............................
LEGAL DE76RIIPTION: LOT No . ............................... ........ .... BLO
...........
............ ............. I/ - _� -Z�
_NAME OF ADDITION. ........................... ................... ( LZ _s..
Approved:
DATE.......... ............ ----------
M
Harshberger - Dobson
Easement description:
The North five (5) feet of Lot 2, Dobson Park, according
to Plat thereof recorded in Volume 16 of Plats, page 90,
records of Snohomish County, Washington.
N 101. MIS M.
_a�
CITY OF EDMONDS Permit No
COMMUNITY SERVICES DEPARTMENT S - TREET FILE,
RIGHT -OF. -WAY CONSTRUCTION PERMIT Issue Date
A. e Owner: B. Contractor: 40*413,6,es "Z5'sJPCW ox CA
Name Name
-7. Mel / PJ F 7
Mailing Address Mailing Address
City State Zip City State Zip
Scfl�W--- C e- A0 0 A 7 7 4 — -5-14
State License Number Telephone Number
C. e Address or Vicinity of Construction.
Type of Work to be Done: L A-Y CA VIA 95JOS-r COODL4r .4c_,e4JV 667-ij F,
POO 9 F/A
D. 0 Work in Connection With: 0 Sub or Plat 0 Single Family 11 City Projects
0 Commerc ial El Multifamily utility
E. 0 Pavement Cut: 0 Y El N F. 0 Size of Cut: — X
APPLICANT TO READ AND SIGN
4 -
INDEMNITY: Applicant understands and by his signature to this,�application, agrees to hold the City'of Edmonds
harmless from any'injuries, damages, or claims of any kind or �e'Kiiption whatsoever, forsd'_eri'br-,unforseen, that may
be made against the City of Edmon I ds, or any of its departments dilemployees, includini or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all, times.
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
, r
I understand the bove anat this permit must ble at the job site for inspection purposes at all times.
Signature: Date:
Owner or Contracto��
This Permi Must be Posted at the Job Site For Inspection' Purposes
\ '-- ) Call DIAL -A -DIG Prior to Beginning Work
>, APPROVED BY:
Z Time Authorized: Void after FAR— days.
0
W Special Conditions:
V)
U,
RELEASED BY Date
�14 1 �40 WORK TO BEGIN PRIOR TO PERMIT ISSU
PERMIT FEE:
Restoration Fee:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions: $
INSPECTED BY
Date AP *
rng. uiv. marcn ivoy
FIELD INSPECTION NOTES
(Fund I I I - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
VAC-
- - --------
INSTALL PE D
F,-XIST PwR
V L
A
..........
I s ZI/6 � If - I g z 1 C-3
2-70 . Rl,- 7
LJ6 e-A IN PLACE
PER PR-Fz- \,Nl Prz-
tj
M'DUIT ENDS
44 a
w �- I
44-26),
I
Z
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works a Plannina * Parks and Recreation * Enaineenno
9 0 C)
Date:
To:
LETTER OF TRANSMITTAL
June 4, 1992
Felix Martinez
20122 32nd Ave. W.
Edmonds, Wa. 98036
Subject: Critical Areas Checklist
Transmitting:
For your information: XX
As you requested:
For your file:
Comment and return:
Note attachments:
Comments:
Planning' Division
Di'ane Cunningham
cc: Walter Lee
Inc-orporoted August 11, 1890 e
Sister Cities International — Hekinan, Japan
LAURA M. HALL
MAYOR
PETER E. HAHN
DIRECTOR
City of Edmonds
Critical Are as Checklist
The Critical 4xeas Checklist contained on
this form -is to ' be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development -permit
to the City. I
The purpose of the Checklist is to enable
City staff to determine whether any potential
Critical Arms are or may be present on the
subject property. The information needed. to
complete the Checklist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys).
An applicant� or his/her representafive, must
fill out the checklist, sign and date it, and ,
submit it to the City. The City will review.,
the checldist� make a precursory site visit,
and make a determination of the subsequent
steps necessary to complete a development
permit application.
)ffith a signed copy of this form, the
applicant should also submit a vicinity map
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant is
encouraged to include any other pertinent
information or studies in conjunction with
this Checklist to assist staff in completing
their preliminary assessment of the site..
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Narne
0 CO /U4f7_k
Title
Applicant Representative:
Name
(72 A) 7— e) P-,
Title
Street Address Street Address
'2- C71
City, State, ZIP Phone
Signature Date
tell , Z; 5 V-��
City_--�t�te,4 "I Phone
Or Date
STREET FILE R E C E
Critical Areas Checklist JUN 0 3 1992
Site Information PEOMMIT COUNTER
ProjectName: Aff-5 -zv ff- Permit Number:
Site.�LocatioP Property Tax Account Number v C)
.Z i—te Site Size (acres or snilarn feet): Z7
T-VFFL%J�
Have you filled out a Critical Areas Checklist for a project on this site before?
General Site Conditions
/,/0
1. Has the site been cleared or logged? Date of most recent action:
Soils / Topography
2. In the Snohomish County Soil Survey, what isthe mapped soil type(s)?
3. Describe the general site topography. Check all that apply.
Flat: less than 5 feet elevation change over entire site.
—Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a
onzontal distance of 66 feet.)
sithan 30% ( a vertical rise
j1illy. slopes present on site of more than 15% and les
of 10 feet of horizontal distance.)
— Steep: grades of greater than 30% present on site.
Comments
Hydrology/Vegetation
4. Site contains areas of year-round standing water: �v
5. Site contains areas of seasonal standing water: Approx. Depth:
6. Site is in the floodway /()0 floodplain '
-2-of a water course.
Z? flows
7. Site contains a creZ�o an area where water flows agrass the grounds surfac
are year-round? Flows are seasonal?
8. Site is primarily: forested meadow —;shrubs mixed
9. Obvious wetland is present on site:
10. )Vetland inventory or map indicates wetland present on site:
11. Critical Areas inventory or map indicates any Critical Area on site: A
For City Use Only
STUDY REQUIRED: Criticalaieeas study is required.
CONDITIONAL WAIVER: Critical areas study not required if specified conditions satisfied.
AIVER: Critical areas study is not required.
'2-
Determination Number. -Reviewer
Planner Date
RcXM7/92� .... _ .
WA-m-P. Seqvlcr--
The City of Edmom mmmm� �� Drawing EASEMENT NO - ---------------------------- ...............
REET V11 F-
NEW CONSTRUCTION El REPAIRS F� LID NO . .................. ASMT. NO . ........ .........
OWNER------------------------------------------------------- --------- ------------------------------ CONTRACTOR ----------------------------------------------------------- -------------------- PERMIT NO. -- ................
4 o
JOB ADDRESS .-LIC:�.2-JOG ----------- 8-s ---------- AvF--..-W.---- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
PWW-0001-1 1/75 (REV.1 1/78)
i
Z
0.
V
5 �,
COPM
/4,4444" 4
8
Approved: 'TR-
j
DATE 1-10--9.2 .................. Bylf4 --- -- -- --- ---------- ...... ....
Li
M 0
14
fit
61 9 0 - 1 9 9 -
Uity of hamonds
R"iff LMoWAy CONSTRUTMET FILE--
FEB 5 1992 PERMIT v Permit Number: 9�) -o3 (0
ENGINEERING Issue Date:
A. Address or Vicinity of Construction: 18206 88 Avenue West
B. Type of Work (be specific): Install New Service
C. Contractor: -Washington Natural Gas Compan Contact: Frank Swan
Mailing Address:. 815 Mercer Street, Phone: 224-2278
State License #: Seattle, -WA 98111 Liability Insurance:
D. Building Permit # (if applicable):
Bond: $
Side Sewer Permit # (if applicable):
E. 'F� Commercial EJ Subdivision F1 City Project F] Utility (PUD, GTE, WNG, CABLE, WATER)
F1 Multi -Family EZ Single Family Other
INSPECTOR: INSPECTOR:
P PaupmPnt r%r rnnrrptp rtit - rX V.. MN.. ( i ) (1 4Z; 7Pnf (-,it- 2 y 4. 14 (bnrap t
APPLICANT TO READ SIGN
INDEMNITY: Applicant understands and by his signature to this application, ag", hold he City of Edmonds harrnlessfrom injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the Cizy of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting thq'pennit.
THE COA7RACT0R IS RESPONSIBLEFOR WORKMANSHIPAND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECITON
I
AND ACCEPTANCE OF THE WORK. ES77MA7FD RESTORA77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH'IS 66MPLEYED BY
CITYFORCES, A T WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202.
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engipeer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on -site at all timesfor inspection purposes.
Signature: 446,A-4 in Date: January 25, 1992
(Nntracto� or )kgnent
CALL DIAL -A -DIG PRIOR TO BEGNNING WORK
LIVID" "I
D M .-::::::.:,ISSUED BY
A
PERMIT
Engrg. Div. 1991
FIELD INSPECTION NOTES
(Fund I I I - Route copy to Street Dept
Comments:
Diagram:
CONTRACTOR CALLED.FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
Washingtm
Natural Gas
AVVdOvVtOn &XnW COffPOrV
Addendum to
Submitted by:
� �710(p
1�1�'
F97
Wa
un
IF)
City of Edmonds
Right of Way
Permit Application
Kerry Walsh
Engineering Aide
Washington Natural Gas
622-6767 x2761
pager 969-1686
I C'ZK4) 5 \NPc7--0Z
iydrant
815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767
I
4
ity'of Edmonds 'T FILE
's
AOff6fWAY CONSTRL$Wg�
FFR % 1992
ENGINEERING 1rhfCV11T Permit Number: 0P C),
Issue Date:
A. Address or Vicinity of Construction: AtNJ
B TvneofWork esnecific): =Az-Lqjj-e- 0A
8 9 0 99 3:Q 140rAd-L
C. Contractor: Contact: Y'V (X-T (A A VL:Ti VJ
Mailing Address: 2.1011% �kvjl c1q Phone: (o-7o - 3Z07 �
State License #: f-0 %fte" DS W.A Liability Insurance: Bond: $
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. E] Commercial El Subdivision El City Project [] Utility (PUD, GTE, WNG, CABLE, WATER)
F1 Multi -Family Dpo!fingle Family F] Other
INSPECTOR: C,"?�15tJAN INSPECTOR:
F. Pavement or Concrete Cut Yes QWo G. Size of Cut: x H. Charge$
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds fiarmlessftom injuries, damages, or
claims of any kind or description whatsoever, foreseen or unjoreen,jhatpLa b mald againsf the-00to
Ve f Edmonds, or any of its departments or employ-
!y �y Yees Ay?reason of granting this pertnit.
ees, including or not limited to the defense of any legal proceedings includin;'je� e costs, ;7a attorn
THE CONTRACTOR I IS RESPONSIBLE FOR WORKMANSHIP AAD MA5RF R,4 P)P�03700AIFOLLOWNG THE FINAL INSPECI70N
AND ACCEPTANCE OF THE WORK ES77MA TED RESTORA77ON FEES -WILL BE HELD UN77L THE FINAL, S77ZEET PATCH IS COMPLETED BY
C17Y FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCES fO ,
,$kE.�T�kISSUAN,'CE— T!YE-AF�LI�ANT
Construction drawing of proposed work required with permit;ao0licaition.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202.
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfor inspection purposes
Signature: Date:
(Contractor or Ag(Fht),
CALL DIAL -A -DIG PRIOR TO BEGINNNG WORK
4%
0,
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
FIELD INSPECTION NOTES (Fund I I I - Route copy to Street
Comments:
I Diagram:
CONTRACTOR CALLED. FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved* By: Date:
FINAL APPROVAL BY: Date:-
Eng. Div. Jul)
t Do
1476
Ll UT11 ITY DISTRICT NO.1 OF SNOHOMISH COUNTY
REV. 7/a7
LOCATION I SZ 0
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(206) 778-3101
23423 Highway 99
F(imonds, WA 98020
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VOL, 16 PG,90
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IV8 ? 7',34 " IV
DATUM: AS,5UMED
BENCHMARK: FlIvIsliEo
FLOOR EL E VA T10Al A T DOORWAY
6 L 6 V -- /00. 00
ELEVATION CALCULATIONS
2157.66,
AV,f/�A67,f HL-16t�F= /Olf-O" 676't'96�1` '776 -::- 0�3.
4
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LEGAL DESCRIPTION
LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16
OF PLATS, ON PAGES 90 AND 91, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE SOUTH 115 FEET THEREOF.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER, UNDER,
AND.ACROSS, THROUGH AND UPON THE NORTH 15.00 FEET OF THE FOLLOWING
DESCRIBED TRACT:
THAT PORTION OF LOT 15, DOBSON PARK, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, ON PAGES 90 AND 91, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 15; THENCE NORTH 89 DEGREES
17' 34" WEST, ALONG THE SOUTH LINE OF SAID LOT 15, A DISTANCE OF 96.89
FEET; THENCE NORTH 24 DEGREES 44' 55" WEST, A DISTANCE OF 127.36 FEET TO
AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 115.00 FEET OF SAID LOT
15; THENCE SOUTH 89 DEGREES 17' 34" EAST, PARALLEL ;qlTH THE SOUTH LINE OF
SAID LOT 15, A DISTANCE OF 151.96 FEET TO AN INTERSECTION WITH THE EAST
LINE OF SAID LOT 15; THENCE SOUTH 0 DEGREES 52' 20" WEST, ALONG'SAID EAST
LINE A DISTANCE OF 115.00 FEET TO THE POINT OF BEGINNING.
SITUATE 114 THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
ELEVATION STUDY
FOR
THE WALTER LEE RESIDENCE.
IN SECTION 18,T27N.,R.4E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
f
APPROVED BY PLANNING
CATCH tASIN — TYPE I
FRAME AND GRATE
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USED FOR FINAL ADJUSTMENT TO
A MAXIMUM LIFT OF
12" RISER SECTION
PRECAST BASE SECTION
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23423 Highway 99
Edmonds, WA 98020
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Lynnwood, WA 98046
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