20040653.pdfDATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMEiNAME OF BUSINESS
MAILING ADDRESS
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CITY ZLIP TE EPHON
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CITY ZIP
STAIE LICENSE NUMBER
ACCOUNT PARCEL NO.
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TELEPHONE
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PERMIT EXPIRES
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USE PERMIT
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
P U I
RW Permit Reritjited
street use Permit Roq'
L X
EXISTING 1_1_� PROPOSED
Inspection Required
Sude*alk RaqUirod 13
REQUIRED DEDICATION FT
Undorground
Witing tequired
METER SIZE
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LINE SIZE
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PRV REQUIRED
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YE
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OWNER/CONTRACIOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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NEW RESIDENTIAL ';W<UMBING / MECH
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ADDITION El COMMERCIAL 7 CHANCE OF USE
REMODEL MULTIFAMILY 1:1 SIGN
FENCE
REPAIR CYDS 11 x FT)
DEMOLISH TANK 1:1 OTHER
M�GARAGE o RETAINING WALL FIRE SPRINKLER
CARPORT ROCKERY El FIRE ALARM
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
NUMBER NUMBER OF CRITICAL
OF DWELLING AREAS
STORIES UNITS NUM13ER f 7
DESCRIBE WORK TO BE DONE
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PLAN CHECK NO: VESTED DATE
6
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
W
IL PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
(n 'APPLICANT, ON BEHALF OF HIS OH HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W IN INTEREST AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS rHE CITY OF
-3
2 EDMONDS, ikASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLYOR INDIRECIIY
FROM 111E ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT HE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT` OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION -
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION. THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF
THE OWNER I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
1ION, AND IN DOING THE WORK AUTWRIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOr"-,COCf- PF THE STATE OF WASHINGTON RELATING TO
wnRKMEN'S COMPENSATtOlq Iq%U4jANqC AND RCW 18.27. 1
WNE[ ORA VEN "I D
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5'NGINEERING AVV WED BY DATE
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VARIANCE OR CU SHORELINE OR ADB# INSPECTION PBOND
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COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSEP
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LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED FROVT 5113,�E REAR FRONT LIP SIDE REAR
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SPECIAL INSPECTION JAREA
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PROGRESS INSPECTIONS PER UBC I 08/FINAL INSPECTION REQ'D 15
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VALUATION
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Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp.
FRecording Fee
FEE Description FEE
State Surcharge
(_0 City Surcharge
Base Fee
CALL
FOR INSPECTION
(404' — I
771-0220
TPNTION t:A 1 1 J0110 L i I
IT UALAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL I/ 21111x,1
INAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - Fit r - YELL10W. INS((ECTO'R
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK O��iNER - (101.1) ASSESSOR
0903 PRESS HARD -YOU ARE MAKING 4 COPIES
0 /-�
Plan Chk. Deposit
Receipt
Total Amt. Due
Receipt 0
APPLICATION APPROVAL
I his application is not a permit until signed by the
Building Officiai or his/1wr Deputy. and Fees are paid, and
receipt is acknowledged in space provided
DAIL E
TI C , 11 13 1 G N HE
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RE[ SED BY DATE
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CITY OF EDMONDS - -
1215TH AVENUE NORTH -EDMONDS, WA98020 - (425) 771-0220 * FAX (425) 771-0221
Website: wwadedmondsmams
DEVELOPMENT SERVICES DEPARTMENT
C. is 9 "1 Planning - Building - Engineering
December 9, 2004
Classico Homes
Attn: Joe Schmaus
746 Edmonds St
Edmonds, WA 98020
Building Pen -nit: 2004-0653
Site Address: 20130 MAplewood Dr
Expiration Date: 8/4/05
Dear Toe Schinaus:
GARY HAAKENSON
MAYOR
The purpose of this letter is to inforin you that the last remaining inspection on your
project is a final inspection(s). The final inspection(s) determines that there are no
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outstanding life -safety issues and approval allows the City to lose your permit F
The City considers the final inspection to be one of thernost important inspections
conducted on a project. In order to grant final approval the following must be complete -
smoke detectors, house numbers, guardrails, handrails, self close doors between garage
and residence, egress from sleeping rooms, safety glazing, weather-stripping, any
Engineering department requirements etc. of course not all of these things may
specifically apply to your project but it does give you an idea about the kinds of things
that must be complete as well as some items that do not need to be installed such as:
paint, carpet, moldings, wallpaper, etc. Please be advised permits expire one year frorn
the date of issuance. If you will need more time to complete the work, permits can be
renewed prior to expiration for one half fees. If the pen -nit expires without a final
approval granted by the Building Inspector, full fees are required in order to renew the
permit. This.can be very costly to you and we strongly encourage you to check your
pen -nit expiration date and call for the required final inspection(s). Note: If more than
one department is required to final your project, this is noted on your Job Card.
Please feel free to contact me at 425-771-0220 if You have any questions.
Sincerely,
Pennit Coordinator
Incorporated August 11, 1890 0
Sister Citv - Hekinan, Japan
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Height Calculation Worksheet
Address: ?3 rvv-N�
Date:
Inspector(s.):—,�)�
1. Datum Point: kx�,, &,) OLTrI—Az-
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2. Datum Point Elevation: Z)
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3. Avera*ge Grade: C)
.4. Maximum Elevation Allowed: (ave,�,&. grade): 25'.-'—
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5. Reference Point Elevation Shot to House:
(datum elevation)+ �G,54-,(grade to transit level Une'shot to house)=!/ 0,10
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6. Measurements from line shot onto house to roof ridge:
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Total
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7. Actual Elevation: (reference point elevation*) + (measurements
from #6) LP 12
Conclusion:
0 (actual) isgreater�,�stkQi (allowed); therefore the house is/
is not over the height requirement per ECDC 16.20-30 requirements
NTA T QDIF�QV-P P P 662 1 Poster Slough Rd Snohomish WA 98290
L.'; %J Phone: 425-334-9980 Fax: 425-3 34-7380
STORM DRAINAGE DETENTION REPORT
FOR
CLASSICO HOMES, INC.
SINGLE FAMILY LOT CONSTRUCTION
CITY OF EDMONDS PLAN CHECK NO. 04-164
DATE: JUNE 16,2004
SITE: 20130 MAPLEWOOD DRIVE
EDMONDS, WA 98020
N40� 11 op�
I EXPIRES: _j
CITY COPY
DRAINAGE - DETENTION - INSPECTION - GRADING & TESC
SEWER & WATER FEASIBILITY - SITE DEVELOPMENT
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R&EIVED
JUN 17 2004
PERMrr COUNTER
CLASSICO HOMES, INC.
KNE 16, 2004
OVERVIEW:
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The attached detention sizing calculations are provided in response to city of Edmonds
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review comments dated June 4, 2004. The total impervious area is 5,302 square feet and hence a
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detention system must be designed by a licensed civil engineer.
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DESIGN:
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The storm water detention system is designed in accordance with the SCS method for the
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2. 10, and 100- year 24-hr storm events. It is also designed in accordance w ith the city of
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Edmonds Conununity Development Code 18.30.060. A 2-foot diameter pipe, placed in two
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sections, for a total of 11 5-feet, is required for detention. A combination notch weir & orifice
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control structure is designed to release flows for the three storm events, at the pre -developed
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flows of the three respective storms. A chart of the pre -developed and post -developed flows is
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shown below:
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k cn
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DESCRIPTION
PRE -DEVELOPED
FLOWS
DEVELOPED
FLOWS
1-1 T_%
CONTROLLED
RELEASE DEV FLOWS
2-YR, 24 HR
0.01)
0.05
0.02
I 0-YR, 24 HR
0.04
0.8
0.04
1 00-YR, 24 HR
0.10
0.15
0.10
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A complete design of the system is included on the Drainage Drawing prepared by this
engineer and dated 6-16-04.
clas-si,cc, Home-�' Cq(C
SIT5 Pfg�E/91 197 Z30 501 UP
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Edmonds, Lot/4
Lot Coverac
LOT AREA 15,230 SQUARE FEET
LOT COVERAGE 2808 SQUARE FEET
LOT COVERAGE AS A PERCENTAGE OF LOT AREA
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page
6/16/04
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
BASIN SUMMARY
BASIN ID: A10OX NAME: EXISTING 100 YR
SBUH METHODOLOGY OWS: 0.00 cfs
TOTAL AREA ....... : 0.35 Acres BASEFL
RAINFALL TYPE .... : TYPElA PERVIOUS AREA
inches AREA..: 0.35 Acres
PRECIPITATION .... : 3.00
TIME INTERVAL .... : lo.00 min CN.... 85.00
TIME OF CONC ..... : 19.04 min IMPERVIOUS AREA 0
ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres
0
CN.... 98.00 M
1.50 s:0.0300
TcReach - Sheet L 175.00 ns:0.1500 p2yr:
Ac-ft TIME: 480 min
PEAK RATE: 0.10 cfs VOL: 0.05
0 M
C
M
0
0
0
BASIN ID: AlOX NAME:-EXISITING 10 YEAR
M
SBUH METHODOLOGY M Z
0.00 cfs
TOTAL AREA ....... : 0'.35 Acres BASEFLOWS: 10 --1
PERVIOUS AREA C= -Z
RAINFALL TYPE .... : TYPEIA 0.35 Acres
PRECIPITATION .... : 2.00 inches AREA..:
10.00 min CN.... 85.00
TIME INTERVAL ...
TIME OF CONC ..... 19.04 min IMPERVIOUS AREA 0
AREA..: 0.00 Acres -h
ABSTRACTION COEFF: 0.20
CN.... 8.00
9 x
M M
L 175.00 ns:0.1500 p2yr: 1.50 s:0.0300
TcReach - Sheet 00)
cfs VOL: 0.02 Ac-ft TIME: 480 min 0 r- 1� f,
PEAK RATE: 0.04 0 M
C 0)
9 Co
Q 0
BASIN ID: A2X NAME: EXISTING 2 YEAR
SBUH METHODOLOGY
0.00 cfs >
TOTAL AREA ....... : 0.35 Acres BASEFLOWS:
RAINFALL TYPE .... : TYPElA PERVIOUS AREA
PRECIPITATION .... : 1.50 inches AREA..: 0.35 Acres
TIME INTERVAL .... : lo.00 min CN.... 85.00
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19.04 min IMPERVIOUS AREA 0
TIME OF CONC ..... : AREA..: 0.00 Acres I
ABSTRACTION COEFF: 0.20 0
CN.... 98.00 M
TcReach - Sheet L: 175.00 ns:0.1500 p2yr: 1.50 s:0.0300
PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 490 min
6/16/04
page 2
CLASSICO
HOMES
20130 MAPLEWOOD DRIVE
BASIN SUMMARY
BASIN ID: B100D
NAME: DEVELOPED
100 YR
SBUH METHODOLOGY
TOTAL AREA ....... :
0.35 Acres
BASEFLOWS:
0.00
cfs
0
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
3.00 inches
AREA..:
0.23
Acres
TIME INTERVAL. -
0.00 min
CN....
86.00
TIME OF CONC .....
10.00 min
IMPERVIOUS AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.12
Acres
CN....
98.00
PEAK RATE: o.15 cfs VOL: 0.06
Ac-ft TIME:
480 min
0 M
C 0
M
0
0 0
M
M z
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BASIN ID: B10D
NAME: DEVELOPED 10 YEAR
C -Z
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SBUH METHODOLOGY
TOTAL AREA ......
0.35 Acres.
BASEFLOWS:
0.00
cfs
L/
Cn
0 -n
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
2.00 inches
AREA..:
0.23
Acres
TIME INTERVAL .... :
10.00 min
CN....
86.00
M M
TIME OF CONC ..... :
10-00 min
IMPERVIOUS
AREA
00)
0
ABSTRACTION COEFF:
0.20
AREA..:
0.12
Acres
0 M
CN....
98.00
C Cn
9 C/)
PEAK RATE: 0.08
cfs VOL: 0.03
Ac-ft TIME:
480 min
M 0
Z
BASIN ID: B2D
SBUH METHODOLOGY
NAME: DEVELOPED 2 YEAR
Cl)
TOTAL AREA ....... :
0.35 Acres
BASEFLOWS:
0.00
cfs
z
0
RAINFALL TYPE .... :
TYPElA
PERVIOUS AREA
PRECIPITATION .... :
1.50 inches
AREA..:
0.23
Acres
TIME INTERVAL .... :
10.00 min
CN.... :
86.00
TIME OF CONC ..... :
10.00 min
IMPERVIOUS
AREA
ABSTRACTION COEFF:
0.20
AREA..:
0.12
Acres
CN....
98.00
PEAK RATE: 0.05
cfs VOL: 0.02
Ac-ft TIME:
480
min
V,
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE
IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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page
6/16/04
CLASSICO HOMES
20130 MAPLEWOOD DRIVE
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. P1
Description: DETENTION PIPE
Diameter: 2.00 ft. Length: 126.00 ft.
Slope... 0.0050 ft/ft 0
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6/16/04 page 2
CLASSIC 0 HOMES
20130 MAPLEWOOD DRIVE
DISCHARGE STRUCTURE LIST
COMBINATION DISCHARGE ID No. C1
Description: COMBINATION DISCHARGE
Structure: 01 Structure:
Structure: N1 Structure:
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Structure:
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NOTCH WEIR ID No. N1
Description: NOTCH WEIR
Weir height 0.8000 ft.
Weir Length: 0.1600 ft. p
Elevation 96.40 ft. Weir Increm: 0.10,
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MULTIPLE ORIFICE ID No. 01
00
Description: ORIFICE
Outlet Elev: 95.20
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Elev: 94.70 ft orifice Diameter: 0.8500 in.
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PERMIT#:
EXPIRES:
k-,ny oi -f amonu
THIS CARD MUST BE POSTED ON AND AVAILABLE TO THE INSPECTOR
O%vnei-:. C1-45�516c) Setbacks for f?5'— ) 2,
Zone
Front
Rear:
Side: 10
Height: �2�15
Pi-o.ject: f4mw-i 1 0. ,,. ec7A L-Crr-
Inspections
Approv
Notes
#1 ENGINEERING,-,� I 6W
MOBILIZjkl'ION AND EROSION CONTROL INSTALLATION MUST
(425) 771-0220 x1326 Mobilization / Erosion Control
Tightline
Detention
(1:44 =orms (sidewalk, driveway)
Water Service
BE APPROVED
'T
PRIOR TO
CONINIENCENIENTOF ADDITIONAL WORK.
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Permit # Side Sewer
Permit # Right -of -Way
(s/w, c/g, pa ing)
#2 SITE/DEMOLITION Pre -Demolition
Asbestos SAPCA Permit
Sewer Cap
Cleaned Site/Final
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -- -
—
#3 FOUNDATION Setbacks
Footings
Foundation Wall
Piers
Retaining Wall
Slab Insulation
- - - - - - - - - - - - - - - - - - - - - -- -
9
Ams
#4 PLUMBING Ground Work
Permit # Rough In
Grease Fixture
- - - - - - - -- - - - - - - - - - - - - - - -
#5 PUBLIC WORKS Cross Connection Control
(425) 771-0235
#6 MECH/HVAC GasTest/Pipe
Perm it # I Equipment
- - - - - - - - - - - - - - - - - - - - - - - -
#7 FRAMING Exterior Sheathing
Shear Nailing
First Floor Franjing
Framing
Heiaht Check
#8 INSULATE CAULK Wall
Floor
Ceilinp,
- - - - - - - - - - - - - - - - - - -- - - -- -
-
#9 SHEETROCK NAIL
#10 FIRE Hydrant
(425) 771-0215 FDC
Fi[!re Protection S steni
._11ers
Extin uishers
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ddressing Visibility
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*** FINAL PROJECT
rlf-�) Enp-ineering
APPROVALS
Water 9+4.41
FINAL OCCUPANCY APPROVAL
�BUI�LDI�NG I[NSPECTOR
THIS BUILDING 0R-ANY PORTION THEREOF IS NOT TO BE OCCUPIED PER UBC 109—UNTIL ALL
APPLICABLE CITY DEPARTMENTS HAVE GRANTED A FINAL APPROVAL
Call (425) 771-0220 x1333 for BUILDING INSPECTIONS
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ENGINEERING SFR INSPECTIONS & FEES
TYPE OF NUMBEROF FEE TOTAL PAID INSP
INSPECTION INSPECTIONS
Erosion Control
X $50 = $ t0600—
...............
line X $50 = $ v5
.....................
Detention X $50 = $
......................
Spreader Trench X $50 = $
......................
Infiltration X $50 = $
'i�IW�ewer ........ X $50 = $
............. : --------
Water Service Line X $50 = $ A—'
................
Driveway form X $50 = $
......................
Curb/gutter form X $50 = $
... ................
Si��walk form X $50 = $
...... ..........
'�aving X $50 = $
......................
Right -of -Way X $50 = 1$
---- ----------
ic Control X $50 = $
...................
inal Engineering X $50 = $
.....................
Other: X $50 = $
......................
TOTAL PAID $
ENGINEERING INSPECTION LINE 425-771-0220, EXT 1326
ADDITIONAL INSPECTIONS $50
'E INSPECTION DATE AMOUNT
(NOT PAID FOR) DUE
TOTAL DUE
PRIOR TO FINAL $
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FINAL PROjECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
PLEASE SM
nq_�_ ENGINEERING DIVISION DATE
VPLEASE SIGN
PLANNING DIVISION DATE
PLEASE SIGN
PROJECT —
SITE ADDRESS �2 42 1,3 (0
PERMIT # 2 — (0(,0-5_3 ADB# DATE INSPECTED 5-
r
DESCRIPTION OF WORK TO BE INSPECTED
A field inspection was conducted to determine final compliance with approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
_GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
a Copy of CONDITIONS given to owner/contractor by inspector
I .
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
0 Copy of CORRECTION NOTICE given to owner/contractor by inspector
I .
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Sign_
ocaprv1.doc.1Aemp:b1dg:fonns 10/0 1
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RECORD OF INSPECTIONS
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INSPECTOR
DATE APPROVED
CD
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SETBACKS .....................
CD
FOUNDATION:
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Footing
er?
CD
......................
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CD
Wall ..........................
Pier/Porch .................
0
Retaining Wall ...........
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Slab Insulation ..........
PLUMBING:
Underground .............
Rough -In ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
V�
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
f ylv�
FIRST FLOOR FRAMING ...
INSULATION ...................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING
A �:r
9jit(
SPECIAL INSPECTION ...
MISCELLANEOUS ..........
FINAL APPROVAL FOR
j c)
OCCUPANCY ..................
The initials M'Faj-e N,jiltoll
Thompson,a tellll)ol*,Il,y cojltl,�lct
inspector flor tile City.
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