22414 96TH AVE W.PDFiiiiiiiiiiii
9469
22414 96TH AVE W
ADDRESS: 9RI-1-V-
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:— DETERMINATION: 0 Conditional Waiver 0 Study Required P�Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: —7111)V0 .
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER): 26W - 00,9
PLANNING DATA CHECKLIST DATED: —
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED
OTHER:
LID #:
LOT: BLOCK:
LATEMP\DS'rs\Fonns\Street File Checklist.doc
wo
STREET FILE
PROJECT NO PROPERTY NOTIS
PROJECT DESCRIPTION:. ZONE: RS-8
585 SF ADDITION ONTO EXISTING 1002 SF RESIDENCE.
40 SF ADDED FRONT PORCH LOT SIZE: 109 X 70 = 7630 SF (35% 2670 SF PERMITTED COVERAGE)
594 SF DETACHED 2-CAR GARAGE AT REAR YARD
LOT COVERAGE: 2181 SF (29% LOT COVERAGE)
ADDRESS: 22414 96"' Ave. W.
EDMONDS, WA- 98026 SUILDI I NG DEPARTMENT IMPERVIOUS SUPWACE CALCS (SOLID SURFACES)
PARCEL NO. 00559000200700 GITY OF EDMONDS Existing building roof line: 1200 SF (constructed in 1955Y
LEGAL: ROBERT E. THOMAS ADDITION NO. 4, BLOCK 2 D-00, LOT 7 Existing driveway: 385 SF (constructed in 1955)
Existing patio: 250 SF (constructed in 1955 q)-
OVMER-. BRIAN HUNT* Proposed addition: 667 SF
425-772-5525 Proposed garage: 750 SF
Proposed covered porch: 96 SF (Rear)
40 SF (Front)
10
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ry
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T. RAI
PAT
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7-
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3431 39th Ave. W.
Seattle, Washington 98199
J206)-28.478206
Fax 217-0485
'AS NUTO
"E'
APPROVE
0/m
V EN EERING
N CHERIE A. MUELLER DESIGNS
Date'. Architecture Interion;
I Table 1 -- Detention Pipe Sizes
Impervious
Surface Required Pipe Diameter
Area Sq. Ft. Vol Cu Ft 15" 18" 24" 30"
2000
50
40
28
16
10
2500
62
50
35
20
13
3000
75
60
42
24
15 Required pipe
3500
87
70
49
28
18 length in feet
4000
100
80
5-6
32
21
_(77�500
112
90
36
23
5000
125
100
70
40
25
*NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2280 use 2500)
I Table 2 -- Outlet Orifice Sizes
Impervious Surface
Area Sq. Ft. Outlet Orifice Diameter (inches)
2000-2999 5/8
3000-3999 3/4
4000-5000 7/8
ITable 3 -- Rectangular Catch Basin Requirements
Detention Max. Size Catch Basin.
pipe diameter knockout Type
< 18"
20"
18" to 24"
26"
24" to 36"
36"
36" to 42"
42"
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
Type 1, CB 15
Type IL, CB 16
Type 11, C13 19 19 (48" Basin)
Type 11, CB 19 19 (54" Basin)
ce te' 7
7.50
• Reinforced Concrete (right-of-way) I C) 4
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better 15 53
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under paved areas) water tight 2,0 00(
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
- Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:\ENGR\HANDOUTS\Drainage tables E21
PROJECT NOTES'
PROJECT DESCREMON:
ADDITION ONTO Eximm, RESIDENCE.
DETACHED 2-CAR GARAGE AT REAR YARD
NEWDRIVEWAY
IMPERVIOUS ��AC�E CALCS
INS NOT Existing building ' a 1482 SF*
FOOTING DRA EA<mg driveway area: 384 SF
To IBIE TIED INTQ Eiristirm Patio: 250 SF**
DETENTION SYSTEM Total existing: 2116 SF
ADDRESS:
22414 9e Ave. W.,
EDMONDS, WA 98026
Proposed building roof outline:
1881 SF***
PARCELN0.
005W000200700
Proposed new dnveway area.
1104 SF
LEGAL:
ROBERT E THOMAS ADDMON NO. 4, BLK 2 D-oo, LOT 7
Proposed new garage roof tine:
750 SF
OWNER-
BRL4,N HUNT
ACCE"A&E TIGHTIME
PropoEd new front walkway
160 SF
425-772-5525
MATEW,
Total proposed new.
3895 SF
V " U P4 f-,5
RESUB
JUL 112006
PROPERTY NOTES SDR 35 Total added new: 3895-2116 1779 SF SU .
SCH 40 CLgNG D M
ZONE: RS-8 OFEErA&CV
LOT SUE: 109 X 70 = 7630 SW5% 4"b SF PERWITED�, *(c6nstructed in 1955) includes old garage
orner 14D Flagl`4 0
pamm- 'WWEScated where new'addition is being Wed
LOT COVERAGE: 2 181 SF (29%
Setbuks B2glired AM *Includes covered porch of 96 SF, Front porch of 66 SF N
2-19 Sy CA4Z �Ljo A
front
lides t4 1 15 -m Pt loxA-"
1� Qtear w 115
-HO N� Vther 5'm M fy0m R4 r 5 N
-A
?gMl*- Z71a---"
FEue.*— AT W& ks
itq 'T -k- U
"ER
HEIGHT CALCULAT[ONS
INSPECTIONS REW
H[OusE
GA = +100.7
CALL 425-771-0220 Off. 132 B = +100.7'
C=+101.0.
D = +101.(Y
AVF— GRADE: 1010
ACIUAL. lot.& 11(p.1
MA10MUM: 126-0'
GARAGE
E = +101.0'
Ll=-Ii%l
G=+101ff
P R ( i6 VP1 WN AN 'G Hi= +101.01 STREET FIL
AVE. GRADE: 101.0'
0 1-/ a/ 0 ACTUAL: i9i.41 h4 Architecture o Intprinn;
t-/ , —
A. MUELLER DESIGNS
ma
PROJECT NOTES
OUS SURFACE CALCS
(Cyr L-1
PROJECT DESCRIUMON:
ADDITION oNTO EXISTING RESIDENCE. FOOTING DRAINS NOT
Existing building roofm 1492 SF*
�x 384 SF
Existing driveway "e": 250 SF** V-bk �'kmo
DETACHED 2-CAR GARAGE AT REAR YARI % . TO IBE TIED INTO
n Patio:
ETxoisiexisting: 2116 SF
NEW DP�IVEWAY
SYSTEM
'SS: 22414 9�1" Ave. W., EDMONDS, wADqWTION
ADDRF
Proposed building roof outline: 1881 SF***
1104 SF
PARCELNO. 005W000200700
LEGAL: ROBERT E. THOMAS ADDITIONNO. 4, BLK 2 D-00, LOT 7
Proposed new driveway area:
Proposed new garage roof line: 750 SF
OWNER_ BRLAN HUNT. ACCEPTABLE TIGHTIME
RMpMd new front walkway 160 SF
425-772-5525 MATM
Total proposed new. 3895 SF RESUB
PROPERW NOTIES SDF1 35
Tobd added new: 3895-2116 1779 SF
ZONE: RS-8 " 40
LOT SIZE: 109 X 70 = 7630 SF (350 710 SF pERMITTED)
--r!
*(cbnsumted in 1955) includes old garage JUL 112006
.
LOT COVERAGE: 2181 SF (29% LOT
**Located where new addition is being'added EXALD WG DEpA 'M
EDWNCr
***Includes covered porch of 96 SF, Front porchW66(SF
AWQ
7
'
C)
a- 5rq,0'
'1-101
LLJ
CC
CO
Cr C)
CD
I
C>
LLJ LLj
11 CC
C51 R
17J
,A,
MN
m__
FL 104.0
6-
a
14 FW1
o 4 't-- - - I I
if
F-0 'e7
WO 1961PW
Al
RAI, -YAW
looZ e
7P
1& 9*51706
S210 I
k1A, Ett�UA-1144'0 0.0
FEWt- AT W(0 16 L I
A-r -1,- 44 A I
*ATM & SEWER
INSPECTIONS REOD HOME
—Hz,Gmr cALcuLAT1oNsSTnEET
OO.T
CALL 426-771V20 EXT. I*= ++1100.T
C=+101.W '.Wl 39th Ave.
D = +161.0- Seattle, asl�*
AVF_ GRADE- 10 1.01 L t
ACTUAL- 101.4y - - --- Fax..217-0485
126.W
GARAGE
6A4E=+101.01
14 Uloo F +101.01
0 +101.&
H�=+101_0'
AVE. GRADE: 101.01
67V
IN
0
AM 9WL
1'z�
:D
CHERIE A. DESIGNS
AL: 101.01 Ard-itecture * Intprinm
�6VY,Tj
VAL11V
IOWNER:
DETENTION SYS TEM- WORKSHEET
(5000 SF OR LESS)
ADDRESS: CALC.BY:
PHONE: Ll 1.5" -7 7 2- _S-ra-f-
PID-Lill-A ct6 4VL-51, NA/ DATE: *7 - 8- 0 6,
-XW
IMPERVIOUS SUFACE AREA
PIPE DIA.
PIPE LENGTH
ORIFICE
FOOTING DRAINS SHALL NOT
RIM ELEV.L00 11-1 DETENTION PIPE LENGTH
FINISHED
GRADE
TIGHTLINE---\ I 1 11 M I 11MUM U I
- 0-5%TOI.O%SLOPE
UPPER CATCH BASIN
NV. ELEV. C1 �? I *��
CONTROL CB
BE CONNECTED TO
OCKING LID (TYP)
IM ELEV.!P—Q —t-I-->
6" Min. clearance
Measured from top of
Ir FConc. box or riser.
9.
DETENTION SYSTEM
TO CITY CONVEYANCE
-INV. 9 1
ELEV.
OUTLET
CONTROL
ctcr � 0
MINI r-Lr-V.
INV. ELEV.% 11F
2'X2'XI2" DEEP CONTROL CATCH BASIN
(4'-6- QUARRY SPALLS OR EQUAL)
OL�B__, OVER
FROM CONTR
0 CONTROLCB
RIPRAP OUTLET
SHALL BE PERPENDICULAR
TO SPREADER TRENCH
PERF. PIPE SHALL BE
LEVEL & CAPPED AT ENDS
NOTES
I
SPREADER TRENCH
TRENCH SHALL BE LINED
WITH MIRAF1 &ON TOP
WASHED DRAIN ROCK
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation.
The outlet control orifice must be kept open at all times.
CITY STORM
CONVEYANCE
SYSTEM
SPREADER TRENCH
SHALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
0
9
0 . 0
Table I Detention Pipe Sizes
Impervious
Surface
Required
Pipe Diameter
Area Sq. Ft.
Vol Cu Ft
15"'
18-9
24"
.30"
2000
50
40
28
16
10
2500
62
50.
35
20
13
3000
75
60
42
24
15 Required pipe
3500
87
70
49,
28
18 length in feet
4000
100
80
56
32
21-
4500
112
90
63
36
29
5000
125
100
70
40
25
*NOTE: Use the next highest surface area to determine detention size if calculated impervious surfa6e area is
greater than 1/2 the value between numbers. (i.e., 2280 use 2500) -
I Table 2 -- Outlet Orifice Sizes I
Impervious Surface
- Area Sq. Ft.
2000-2999
3000-3999
4000-5000
Detention
pipe diameter
< 18"
18" to 24"
24" to 36"
36" -to 42"
Outlet Orifice Diameter (inches
5/8
3/4
7/8
Table 3 -- Rectangular Catch Basin Requirements
Max. Size Catch Basin,
knockout Type
20" Type 1, CI3 15
26" Type IL, C13 16
36" Type 11, CB 19 19 (48" Basin)
42" Type 11, CB 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
• Reinforced Concrete (right-of-way) I
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under paved areas) water tight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Duct*cle iron pipe Class 50
Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-81 0
S:\ENGR\HANDOUTS\Drainage tables E21
0 40
PLANNING DATA LLEJ
Name: HLAVI-t
Date: C) 4-. 0 S . 1
.2.00 4p
SiteAddress: kVf., W
Plan Check #: C)(p- 10
Project Description: oewy�o c-avpor+ -7 new c1e,"ched gav'a ge. . ne\A/ aeW(-KM
Reduced Site Plan Provided: ((9 NO) l
Zoning: so
Map Page: 10 4-
1 Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination#: 1,00(p*C)02.
El Study Required
-Waiver
SEPA Determination: &XeAM"
1i Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger).
El Fee
[TChecklist
11 APO List with notarized form
E Exempt 415D CAALVIC q6trd5 Of OrAdfnq PkDpos-e'd.
Re d Setbacks
Street:
Side:
Side:(,,)
Rear: W
Actual. Setbacks
Street,-
CIO
Side:
(N) 1-5-
Side: (.5
1—
ear: W
Detached Structures: 6AO�C 4(10D TP (591-0) 60 CA�
Rockeries: &X 1*4,MV19 b4-, LV (,� d- WAIVL; 0 -F- 5 ' fYUM
Fences/Trellises: nonim s1lown rea r X-
El
Bay Windows/Projectin g Modulation: or') �5tf-d Plan.
11 Stairs/Deck:
Parking Required:
Parking Provided:
Lot Area: I 01f )C*tD In S) 0
Lot Coverage: "3 +
Lot Coverage Calculations: 47 4 + q to + 4 D
Bul`lding Height,,
DatumPoint: Wa+el( VVJe,-r-e�,V'
DatumElevation:
Maximum Height:
Actual Height: 116.13 V --�p 61W-1 /1141)
,ADU Created: (YES OV14P. k-jJ-CVie*i shown. Wad goA�L W
0 ay 6L
Subdivision: Tvi p Mg 6 Act 4 N q - + b 1 0 7- d - 00
Legal Nonconforming Land Use Determination Issued: (YES /0
Other.,
101.o +I E>-
r- iot.0
fit# MAX
C-A - 101-0
1171G-05 MA9 q1 (01.0
Plan Review By: .: aivia moirfa coc4falt-
RECEIVED 0 0
MAR 2 0 2006 #P20
CA File No:
PERMIT COUNTER Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location: ot & %A/
2. Property Tax Account Number: 6's-q n 0 0 (D�7 on 0
3. Approxuinate Site Size (acres or square feet):
4. is d-ds site currently developed? PI -yes; — no.
If yes; how is site developed? Cd LIC-
5. 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 horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over- a horizontal distance of 33 to 66-feet).
Steep: grades of - greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing Water. tJO Approx. Depth:
7. Site contains areas of seasonal standing waten, Lo Approx. Depth,:
What season(s) of the year?
8. Site is in the floodway t-tQ floodplain 00 of a water course.
9. Site contains a creek or an area where water flows across the, grounds surface? Flows are year-round?
Flows are seasonal? — (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: 1j 0
I C),/
For City Staff Use Only — \j
1 - Plan Check Number, if applicable?
2. Site is Zoned? RS —4Z
3. SCS mapped sofl type(s)? UrLa,
X
4. Critical Areas inventory or C.A. map indicates Critical Area on site? /110,
5. Site within designated earth subsidence landslide hazard area? Ato - -
DETERMINATION
STUDY REQUIRED WAJIVER
Reviewed bv- Date: ':k 1-7-
GENERAL NOTES
1. ALL WORK IS TO CONFORM TO ALL CURRENT FEDERAL,
STATE AND LOCAL CODES AND LOCAL JURISDICTION
REQUIREMENTS.
2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS AND INFORM ARCHITECT OR
STRUCTURAL ENGINEER OF ANY DISCREPANCIES
WHICH MAY IMPACT THE BASIC STRUCTURAL AND
DESIGN ELEMENTS OF THE BUILDING.
3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE
WITH THE FUGHEST STANDARDS OF THE TRADES
INVOLVED.
4. ALL WORK IS TO BE DONE IN SUCH A WAY AS TO
REDUCE ANY AND ALL TOXIC EXPOSURE DURING AND
FOLLOWING CONSTRUCTION. DUST IS TO BE KEPT TO A
MIND". KEEP ALL AREAS OF THE CONSTRUCTION
SITE SECURE AND CLEAR OF DIRT AND DEBRIS. ANY
OUT -GASSING WHICH IS UNAVOIDABLE IS TO BE
SHORT-TERM AND TO BE DONE AS QUICKLY AS
POSSIBLE, WITH MAXIMUM VENTILATION AND WITH AS
LITTLE EXPOSURE TO OCCUPANTS AND CREW AS
POSSIBLE. ALL PRODUCTS AND METHODS OF
CONSTRUCTION ARE TO BE AS TOXIC -FREE AS
POSSIBLE. ALL ADHESIVES, CAULKS, FILLERS, PAINTS,
ETC. ARE TO BE TOXIC -FREE OR VERY LOW TOXICITY.
ALL CABINETS ARE TO BE PRODUCED UREA -
FORMALDEHYDE FREE.
5. DEMOLITION: REMOVE PORTIONS OF EXISTING
STRUCTURE AS REQUIRED TO COMPLETE RENOVATION.
REMOVE DEBRIS FROM SITE. DEMOLITION MATERIALS
ARE THE PROPERTY OF THE GENERAL CONTRACTOR.
PROVIDE SHORING AND TEMPORARY ENCLOSURES TO
PROTECT EXISTING STRUCTURE. REPAIR ANY DAMAGE
CAUSED BY DEMOLITION WORK. SEPARATE PERMIT
REQUIRED FOR DEMOLITION.
6. PROVIDE FOR ALL ELECTRICAL AND PLUMBING WORK
TO BE FULLY IN ACCORDANCE WITH ALL CODES.
ARRANGE ALL REQUIRED INSPECTIONS.
SEPARATE ELECTRICAL, MECHANICAL AND PLUMBING
PERMITS ARE REQUIRED.
FILTER - FABRIC
SECURED TO 2' X 2'
14 GA. WIRE FABRIC
EQUAL
a, X 21� WOOD OR C1
EQUIVALENT
81- 12,
88
PLACE 3/4�-15' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC. TO WIRE.
7. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL
LABOR AND MATERIALS, EQUIPMENT AND
TRANSPORTATION NECESSARY AND/OR REASONABLY
INFERABLE AS BEING NECESSARY FOR THE EXECUTION
OF THE WORK. WHERE MINOR ADJUSTMENTS OF THE
WORK ARE NECESSARY FOR PURPOSES OF
FABRICATION OR INSTALLATION OF ITEMS OR
RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN
THE INTENT OF THE CONSTRUCTION DOCUMENTS, THE
CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT
NO ADDED EXPENSE TO THE OWNER.
8. CONTRACTOR SHALL COORDINATE ALL OPERATIONS
WITH THE OWNER, INCLUDING AREAS OF WORK,
MATERIALS STORAGE, ACCESS TO AND FROM THE
WORK, SPECIAL CONDITIONS, AND PROTECTION OF THE
PROPERTY WHEN NOT OCCUPIED.
9. SCHEDULE ALL WORK SO AS TO AVOID ANY
INCONVENIENCE TO ADJACENT NEIGHBORHOOD
PROPERTY OWNERS.
10. CONTRACTOR SHALL PROVIDE ALL SHORING,
BARRICADING AND BRACING NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY OF THE EXISTING AND
NEW STRUCTURE, ADJACENT PROPERTY OWNERS
STRUCTURES, AND TO PROTECT THEPEALTH AND
SAFETY OF THE PUBLIC AND ALL WHO ENTER TEE
BUILDING DURING CONSTRUCTION.
11. PROVIDE TEMPORARY FACILITIES AS REQUIRED BY
CODE. VERIFY LOCATIONS.
12. ALL MATERIALS INDICATED TO MATCH EXISTING
SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR,
TEXTURE, PATTERNS, QUALITY AND METHOD OF
INSTALLATION INSOFAR AS PRACTICAL AND SHALL
APPROVED BY THE OWNER/ARCHITECT BEFORE
INSTALLATION OR USE.
C� WIRE MESH SUPPORI
_714
TO SUPPORT FILTER
To S
FA IC.
,fE
�d
%D 4.4- - -------------- 4.4---
BOTTOM 13F FILTER
MATERIAL 8' TO 12'
6' MAX.
21 X 2' WOOD POSTS OR
EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
N
13. EXISTING WORK DAMAGED AS A RESULT OF TIES
WORK DONE UNDER THIS CONTRACT SHALL BE
REPAIRED TO ORIGINAL CONDITIONS AND FINISHED TO
MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S
APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL
REPLACEMENT MATERIALS REQUIRED TO MATCH
EXISTING MATERIALS SHALL DO SO WITH RESPECT TO
TYPE, PATTERNS, TEXTURE, SIZE, COLOR, QUALITY AND
METHOD OF INSTALLATION INSOFAR AS PRACTICABLE,
AND SHALL BE APPROVED BY OWNER/ARCFHTECT
PRIOR TO INSTALLATION.
14. ALL EXTERIOR OPENINGS EXPOSED TO THE WEATHER
SHALL BE FLASHED IN SUCH A MANNER AS TO BE
FULLY WEATHERPROOF.
15. ALL GLAZING IN DOORS AND ENCLOSURES FOR
SHOWERS SHALL BE IDENTIFIED BY A PERMANENT
LABEL THAT SPECIFIES LABELER AND STATE THAT
SAFETY GLAZING MATERIAL HAS BEEN UTILIZED.
GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 11. GLAZING IN FIXED OR
OPERABLE WINDOWS ADJACENT TO A DOOR WHERE
NEAREST EXPOSED EDGE OF GLAZING IS WITHIN 24
INCHES OF VERTICAL EDGES OF DOOR IN CLOSED
POSITION AND WHERE BOTTOM OF GLAZING IS LESS
THAN 60 INCHED ABOVE WALKING SURFACE SHALL BE
IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES
LABELER AND STATE THAT SAFETY GLAZING HAS
BEEN UTILIZED. WINDOWS AT OR ABOVE BATHS OR
SHOWERS SHALL BE TEMPERED GLASS. PROVIDE
SAFETY GLASS WITHIN 5 FEET OF TOP AND BOTTOM OF
ANY STAIRS.
16. EXHAUST DUCTS SHALL TERMINATE OUTSIDE
BUILDING ENVELOPE AND SHALL BE EQUIPPED WITH
BACKDRAFT DAMPERS PERUMC 504.2.
19. ALL ROOFING AND UNDERLAYMENT IS TO BE
MANUFACTURED AND INSTALLED IN ACCORDANCE
WITH CURRENT CODE REQUIREMENTS. ALL FLASHING
WORK IS TO DONE AND INSTALLED IN ACCORDANCE
WITH APPLICABLE SECTIONS OF CODE.
FOOTING DRAINS
TO BE TIED IN
DETENTION SYS
C� 6 IT
*WM'I:r & SEWER
WSPECTIONS REQD
CALL 426-771-0220 EXT. 1326
1
20. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
IS TO BE PRESSURE TREATED OR FOUNDATION CEDAR.
PROVIDE 6 INCHES CLEAR BETWEEN ANY WOOD AND
EARTH.
21. ALL EXISTING SILL PLATES TO BE BOLTED TO
FOUNDATION WALL FOR SEISMIC RESISTANCE.
SIMPSON STRONG TIE, CORROSION RESISTANT FINISH.
SEE STRUCTURAL NOTES.
22. VENTILATION REQUIREMENTS:
• ATTIC: PROVIDE I SF OF VENTILATION FOR EVERY 300
SF OF AREA TO BE VENTILATED. PROVIDE EAVE VENTS
AND RIDGE VENTS.
MINIMUM I INCH AIR SPACE REQUIRED ABOVE ROOF
INSULATION.
• CRAWL SPACE. PROVIDE I SF PER EVERY 150 SF OF
UNDERFLOOR AREA.
• CROSS VENTILATION REQUIRED.
23. BEDROOMS:
• AIR: PROVIDE 4% OF ROOM AREA
• NATURAL LIGHT: PROVIDE 8% OF ROOM AREA.
• ESCAPE: PROVIDE CLEAR MINIMUM 5.7 SF
20 INCH MIN CLEAR OPEN WIDTH
24 INCH MIN CLEAR OPEN HEIGHT
44 INCH MAX SILL HEIGHT
24. SMOKE DETECTORS: PROVIDE HARD WIRED WITH
BATTERY BACKUP IN NEW CONSTRUCTION. PROVIDE
BATTERY POWERED ONLY PER CODE REQUIREMENTS
IN EXISTING RENOVATION PROJECT.
SEE REFLECTED CEILING PLAN FOR LOCATIONS
24 HR. NOTICE REQ.
FOR INSPECTION
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PROJECT NOTES
PROJECT DESCRIPTION:
ADDITION ONTO EXISTING RESIDENCE.
DETACHED 2-CAR GARAGE AT REAR YARD
NEWDRIVEWAY
ADDRESS: 22414 96TH Ave. W., EDMONDS, WA 98026
PARCEL NO. 00559000200700
LEGAL: ROBERT E. THOMAS ADDITION NO. 4, BLK 2 D-00, LOT 7
OWNER: BRIAN HUNT
425-772-5525
PROPERTY NOTES
ZONE: RS-8
LOT SIZE: 109 X 70 = 7630 SF (35% = 2670 SF PERMITTED)
LOT COVERAGE: 2181 SF (29% LOT COVERAGE)
IMPERVIOUS SURFACE CALCS
Existing building roof line: 1482 SF*
Existing driveway area: 384 SF
Existing Patio: I'M F**
Total existing: 2116 SF
Proposed building roof outline: 1881 SF***
Proposed new driveway area: 1104 SF
Proposed new garage roof line: 750 SF
Proposed new front walk
yaX 160 SF
Total proposed new- 3895 SF
Total added new: 3895-2116 1779 SF
*(constructed in 1955) includes old garage
"Located where new addition is being added
***Includes covered porch of 96 SF, Front porch of 66 SF
P,4 K_
A
HEIGHT CALCULATIONS
HOUSE
A = +100.7'
B = +100.7'
C = +101.01
D = +101.01
AVE. GRADE: 101.01
ACTUAL: iofo
MAXIMUM: 126.0'
.GARAGE
E +101.0'
F +101.0'
G +101.01
H=+101.0'
AVE. GRADE: 10 1.0'
ACTUAL: _1W49__ 11 �
1VVX_"V1Um: 116.0'
3431 39th Ave. W.
Seattle, WasWngton
98199
(206) 284-8206
Fax 217-0485
CHERIE A. MIYELLER DESIGNS
Ardite�tre hitezion,
Spke Planning
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PROVIDE FULL WIDTH OF IMPESV
EGRtSS AREA
(TkAbTOR SHALL MAINTAIN TEMPORARY CONSTRUCTI13N ENTRANCE
NG THE CONSTRUCTMN PERIOD.
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81TE PLAN NOTES
PROVIDEEROSION CONTROL DURING CONSTRUC
TION AS
REQUIRED PER CODE.
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2; PROVIDE
FOR PREVENTION OF RUN-OFF OF DIRT F
EXCAVATION BY
fROVIDING EITBER SILT FENCING AND/OR STRAW BALES
ROUND EXCAVATION AREAS. PROVIDE PLASTIC
OVERING OVER PILES OF EXCAVATED DIRT.
3.
&A XCAVATION: APPROX. 30 CUBIC YARDS,
ONLYFOR
CRAWLSPACE AND FOOTINGS AT RESIDNECE ADDITION,
FOR FOOTINGS AT GARAGE.
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GENERAL NOTES
1. ALL WORK IS TO CONFORM TO ALL CURRENT FEDERAL,
STATE AND LOCAL CODES AND LOCAL JURISDICTION
REQUIREMENTS.
2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS AND INFORM ARCHITECT OR
STRUCTURAL ENGINEER OF ANY DISCREPANCIES
WHICH MAY IMPACT THE BASIC STRUCTURAL AND
DESIGN ELEMENTS OF THE BUILDING.
3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE
WITH THE FUGHEST STANDARDS OF THE TRADES
INVOLVED.
4. ALL WORK IS TO BE DONE IN SUCH A WAY AS TO
REDUCE ANY AND ALL TOXIC EXPOSURE DURING AND
FOLLOWING CONSTRUCTION. DUST IS TO BE KEPT TO A
MINIMUM. KEEP ALL AREAS OF THE CONSTRUCTION
SITE SECURE AND CLEAR OF DIRT AND DEBRIS. ANY
OUT -GASSING WHICH IS UNAVOIDABLE IS TO BE
SHORT-TERM AND TO BE DONE AS QUICKLY AS
POSSIBLE, WITH MAXIMUM VENTILATION AND WITH AS
LITTLE EXPOSURE TO OCCUPANTS AND CREW AS
POSSIBLE. ALL PRODUCTS AND METHODS OF
CONSTRUCTION ARE TO BE AS TOXIC -FREE AS
POSSIBLE. ALL ADHESIVES, CAULKS, FILLERS, PAINTS,
ETC. ARE TO BE TOXIC -FREE OR VERY LOW TOXICITY.
ALL CABINETS ARE TO BE PRODUCED UREA -
FORMALDEHYDE FREE.
5. DEMOLITION: REMOVE PORTIONS OF EXISTING
STRUCTURE AS REQUIRED TO COMPLETE RENOVATION.
REMOVE DEBRIS FROM SITE. DEMOLITION MATERIALS
ARE THE PROPERTY OF THE GENERAL CONTRACTOR.
PROVIDE SHORING AND TEMPORARY ENCLOSURES TO
PROTECT EXISTING STRUCTURE. REPAIR ANY DAMAGE
CAUSED BY DEMOLITION WORK. SEPARATE PERMIT
REQUIRED FOR DEMOLITION.
6. PROVIDE FOR ALL ELECTRICAL AND PLUMBING WORK
TO BE FULLY IN ACCORDANCE WITH ALL CODES.
ARRANGE ALL REQUIRED INSPECTIONS.
SEPARATE ELECTRICAL, MECHANICAL AND PLUMBING
PERMITS ARE REQUIRED.
CU
FILTER FABRIC
SECURED To 21' X 21
.14 G& WIRE FABRIC'
EQUAL
2' X 2" WOOD OR
80- 120
PLACE 3/4.'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC. TO WIRE.
Hiii�Z WIRE MESH SUPPORT�FENJ
"PRO
TO SUPPORT FILTER FAM
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
6' MAX.
2' X 2' WOOD POSTS OR
EQUIVALENT
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
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7. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL
LABOR AND MATERIALS, EQUIPMENT AND
TRANSPORTATION NECESSARY AND/OR REASONABLY
INFERABLE AS BEING NECESSARY FOR THE EXECUTION
OF THE WORK. WHERE MINOR ADJUSTMENTS OF THE
WORK ARE NECESSARY FOR PURPOSES OF
FABRICATION OR INSTALLATION OF ITEMS OR
RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN
THE INTENT OF THE CONSTRUCTION DOCUMENTS, THE
CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT
NO ADDED EXPENSE TO THE OWNER.
8. CONTRACTOR SHALL COORDINATE ALL OPERATIONS
WITH THE OWNER, INCLUDING AREAS OF WORK,
MATERIALS STORAGE, ACCESS TO AND FROM TEE
WORK, SPECIAL CONDITIONS, AND PROTECTION OF THE
PROPERTY WHEN NOT OCCUPIED.
9. SCHEDULE ALL WORK SO AS TO AVOID ANY
INCONVENIENCE TO ADJACENT NEIGHBORHOOD
PROPERTY OWNERS.
10. CONTRACTOR SHALL PROVIDE ALL SHORING,
BARRICADING AND BRACING NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY OF THE EXISTING AND
NEW STRUCTURE, ADJACENT PROPERTY OWNERS
STRUCTURES, AND TO PROTECT THE HEALTH AND
SAFETY OF THE PUBLIC AND ALL WHO ENTER THE
BUILDING DURING CONSTRUCTION.
11. PROVIDE TEMPORARY FACILITIES AS REQUIRED BY
CODE. VERIFY LOCATIONS.
12. ALL MATERIALS INDICATED TO MATCH EXISTING
SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR,
TEXTURE, PATTERNS, QUALITY AND METHOD OF
INSTALLATION INSOFAR AS PRACTICAL AND SHALL
APPROVED BY THE OWNER/ARCHITECT BEFORE
INSTALLATION OR USE.
.......... .
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13. EXISTING WORK DAMAGED AS A RESULT OF TFUS
WORK DONE UNDER THIS CONTRACT SHALL BE
REPAIRED TO ORIGINAL CONDITIONS AND FINISHED TO
MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S
APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL
REPLACEMENT MATERIALS REQUIRED TO MATCH
EXISTING MATERIALS SHALL DO SO WITH RESPECT TO
TYPE, PATTERNS, TEXTURE, SIZE, COLOR, QUALITY AND
METHOD OF INSTALLATION INSOFAR AS PRACTICABLE,
AND SHALL BE APPROVED BY OWNER/ARCHITECT
PRIOR TO INSTALLATION.
14. ALL EXTERIOR OPENINGS EXPOSED TO THE WEATHER
SHALL BE FLASHED IN SUCH A MANNER AS TO BE
FULLY WEATHERPROOF.
15. ALL GLAZING IN DOORS AND ENCLOSURES FOR
SHOWERS SHALL BE IDENTIFIED BY A PERMANENT
LABEL THAT SPECIFIES LABELER AND STATE THAT
SAFETY GLAZING MATERIAL HAS BEEN UTILIZED.
GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 11. GLAZING IN FIXED OR
OPERABLE WINDOWS ADJACENT TO A DOOR WHERE
NEAREST EXPOSED EDGE OF GLAZING IS WITHIN 24
INCHES OF VERTICAL EDGES OF DOOR IN CLOSED
POSITION AND WHERE BOTTOM OF GLAZING IS LESS
THAN 60 INCHED ABOVE WALKING SURFACE SHALL BE
IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES
LABELER AND STATE THAT SAFETY GLAZING HAS
BEEN UTILIZED. WINDOWS AT OR ABOVE BATHS OR
SHOWERS SHALL BE TEMPERED GLASS. PROVIDE
SAFETY GLASS WITHIN 5 FEET OF TOP AND BOTTOM OF
ANY STAIRS.
16. EXHAUST DUCTS SHALL TERMINATE OUTSIDE
BUILDING ENVELOPE AND SHALL BE EQUIPPED WITH
BACKDRAFT DAMPERS PERUMC 504.2.
19. ALL ROOFING AND UNDERLAYMENT IS TO BE
MANUFACTURED AND INSTALLED IN ACCORDANCE
WITH CURRENT CODE REQUIREMENTS. ALL FLASHING
WORK IS TO DONE AND INSTALLED IN ACCORDANCE
WITH APPLICABLE SECTIONS OF CODE.
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FOOTING DRAINS NOT
TO BE TIED INTO
DFTFNTinN qv,.QTi:u
t
20. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
IS TO BE PRESSURE TREATED OR FOUNDATION CEDAR.
PROVIDE 6 INCHES CLEAR BETWEEN ANY WOOD AND
EARTH.
.21. ALL EXISTING SILL PLATES TO BE BOLTE D TO
FOUNDATION WALL FOR SEISMIC RESISTANCE.
SIMPSON STRONG TIE, CORROSION RESISTANT FINISH.
SEE STRUCTURAL NOTES.
22. VENTILATION REQUIREMENTS:
• ATTIC: PROVIDE I SF OF VENTILATION FOR EVERY 300
SF OF AREA TO BE VENTILATED. PROVIDE EAVE VENTS
AND RIDGE VENTS.
MINIMUM I INCH AIR SPACE REQUIRED ABOVE ROOF
INSULATION.
• CRAWL SPACE: PROVIDE I SIT PER EVERY 150 SF OF
UNDERFLOOR AREA.
• CROSS VENTILATION REQUIRED.
23. BEDROOMS:
• AIR: PROVIDE 4% OF ROOM AREA
• NATURAL LIGHT: PROVIDE 8% OF ROOM AREA.
• ESCAPE: PROVIDE CLEAR MINIMUM 5.7 SF
20 INCH MIN CLEAR OPEN WIDTH
24 INCH MIN CLEAR OPEN HEIGHT
44 INCH MAX SILL HEIGHT
24. SMOKE DETECTORS: PROVIDE HARD WIRED WITH
BATTERY BACKUP IN NEW CONSTRUCTION. PROVIDE
BATTERY POWERED ONLY PER CODE REQUIREMENTS
IN EXISTING RENOVATION PROJECT.
SEE REFLECTED CEILING PLAN FOR LOCATIONS
E24 HR. NOTICE REQ.
RR INSPECTION I
&-K�vr cA4%.P&Ar �ro Sts t�vi�
PROJECT NOTES
HEIGHT CALCULATIONS
HOUSE
PROJECT DESCRIPTION: A = +1007
ADDITION ONTO EXISTING RESIDENCE.
DETACHED 2-CAR GARAGE AT REAR YARD B = +1007
C=+101.01
NEWDRIVEWAY
D = +101.0'
AVE. GRADE: 101.01
ADDRESS: 2241496THAve. W.,
EDMONDS, WA 98026 ACTUAL: -ioi.e'
PARCEL NO. 00559000200700
MAXIMtm: 126.0'
LEGAL: ROBERT E. THOMAS ADDITION NO. 4, BLK 2 D-00, LOT 7
GARAGE
OWNER: BRIAN HUNT
E = +101.'01
425-772-5525
F=+101.0'
PROPERTY NOTES G=+101.0'
H = +101.0'
ZONE: RS-8 AVE� GRADE: 101.0',
LOT SIZE: 109 X 70 7630 SF (35% 2670 SF PERMITTED) ACTUAL:
LOT COVERAGE: 2181 SF (29% LOT COVERAGE) 3431 39th A-�e. W.
MAXIMUM: 116.0' Seattle, WasWngton 98i9g
(206) 284-8206
IMPERVIOUS SURFACE CALCS Fax 217-0485
Existing building roof line: 1482 SF*
Existing driveway area: 384 SF CHERIE A. D PtLLER DESIGNS
Existing Patio: -)zA SF**
Total existing: 2116 SF
Arditec�re interiors
Space Planning
Proposed building roof outline: 1881 SF***
-7-
Proposed new driveway area: 1104 SF
Proposed new garage roof line: 750 SF
Proposed new front walkway* 160 SF
Total proposed new: 3895 SF 777,
'T
Total added new: 3895-2116 1779 SF
*(constructed in 1955) includes old garage N E A. MUELLER',
"Located where new addition is being added
*Includes covered porch of 96 SF, Front porch of 66 SF
------------- -- -------
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SITE PLAN NOTES
1. PROVIDE EROSION CONTROL DURING CONSTRUCTION AS
REQUIRED PER CODE.
2. PROVIDE FOR PREVENTION OF RUN-OFF OF DIRT FROM
EXCAVATION BY
PROVIDING EITHER SILT FENCING AND/oR ST
RAW BALES
AROUND EXCAVATION AREAS. PROVIDE PLASTIC
COVERING OVER PILES OF EXCAVATED DIRT.
3. EXCAVATION: APPROX. 30 CUBIC YARDS, ONLY FOR
CRAWLSPACE AND FOOTINGS AT RESIDNECE, ADDITION,
FOR FOOTINGS AT GARAGE.
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