APPROVED ENG PLN BLD2020-0560+Site_Plan+7.14.2020_1.41.07_PMPARCEL No.:00535600000500
SCOPE OF WORK:
1. Addition to residence for new master bathroom.
2. Interior remodel including: kitchen, bathrooms, relocate laundry
10
Section
Township
Range
Quarter
`)A
27
03
NE
STAN DARDS:
Building Code
IRC 2015 Edition
Energy Code
WSEC (by WSU) 2015 Edition
Floor Loading
40psf ILL / 12psf DL = 52psf
Deck(s) Loading
60psf LL / 10psf DL = 70psf
Roof Loading
25psf LL/ 17psf DL = 42psf
Jurisdiction
City of Edmonds
CUT &FILL:
AVERAGE GRADE:
Zoning
RS-12
Crawlspace cut:
Foundation backfill:
Slab -on -grade cut:
Slab backfill:
yd
yd
yd
yd
B = 307
1,247
C = 310 4 = 312
D =+ 317
1,247
LEGAL DESCRIPTION:
OLYMPIC HEIGHTS 1
Plat Block: 0
Plat Lot: 5
AVERAGE GRADE = 312.00
3
I
3
3 I N
3 � I
I
3 N N
2 5.00' 3 25.001
I I
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3 I
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3
- S S S
LOT 2 3
O I
3 N N
3 N
5� ST ST ST
3 N
1�♦ I
T 3 N
I
3 N
LOT 4
LOT COVERAGE:
IF THIS PLAN IS NOT ON 2204 PAPER, IT HAS BEEN SCALED ACCORDINGLY -
CONTACTS:
New Structures:
Existing Structures:
+
330.00 ft2
1,639.00 ft2
Property Owner:
Jan Standaert
Structural Engineer:
Structural Design Associates, Inc.
Project Address:
540 - 12th Avenue North
Address:
3006 Rucker Avenue
Total:
Lot Size:
-
1,969.00 ft2
13,575.00 ft2
Edmonds, Washington 98020-2932
Everett, Washington 98201-3932
Contact:
Jan Standaert (206) 617-9139
Contact:
Chris Covington (425) 339-0293
�,
Allowed: 35 /(-
Actual:
� � • � 0 O/O
Project Designer:
NuttyCAD Drafting and Design
GEO Technical Consultant(s):
T.B.D.
Address:
6300139th Avenue S.E.
Address:
-
IMPERVIOUS AREA:
Snohomish, Washington 98290
-
New Impervious-
Existing Impervious:
+
515.00 ft2
3,019.00 ft2
Contact:
Douglas Almond (206) 225-0068
Contact:
-
General Contractor:
T.B.D.
M.E.P. Consultant(s):
T.B.D.
Total.
Lot Size:
-
3/534.00 ft2
13,575.00 ft2
Address:
Address:
Allowed: 6 5%
Actual:
126.03%1Contact:
Contact:
VICINITY MAP:
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Scale:1"=200'
ENERGY CODE COMPLIANCE:
Vim. w'r
Each dwelling unit in a residential building shall comply with sufficient
;e e
options from Table R406.2 so as to achieve the following minimum
x
number of credits:
s.,,aor
1. Small Dwelling Unit: 1.5 credits
Dwelling units less than 1500 square feet in conditioned floor area
with less than 300 square feet of fenestration area. Additions to
'[(117rM Pr SW
existing building that are greater than 500 square feet of heated
I
floor area but less than 1500 square feet.
1 h Avenue 5Ap 2S a ue North
2. Medium Dwelling Unit: 3.5 credits
z
All dwelling units that are note included in #1 or #3. Exception:
Dwelling units serving R-2 occupancies shall require 2.5 credits.
3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area
4. Additions less than 500 square feet: 0.5 credits
Table R406.2 Summary
Joints in filter fabric shall be spliced
at posts. Use staples, wire rings or Option Description Credit(s)
equivalent to attach fabric to posts
2%2" by 1490. wire or equal
® if standard strength fabric
rHIH is used
Filter fabric
7
0.5
I *1200kwh
I Total Credits: 0.50
SILT FENCE INSTALLATION
1 *Please refer to Table R406.2 for complete option descriptions
I ' I 1 � I
I I 173.74 N89�.'0 541 W ' Option 5a: EFFICIENT WATER HEATING
� I � � I � � I' � 71mm
III�II I All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All
I I - other lavatory faucets shall be rated at 1.00 GPM or less.`
To qualify to claim this credit, the building Permit drawings shall specify the option being selected and
n I I I 1 shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory
I - - - - /- - - -- - - - - - I L 1 I - I I I 1 faucets.
I I
LOT' 5 vl I ,
c. Plumbing Fixtures Flow Ratings:
1 '
Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall
\ I
35 -4" I I 1 , I I I comply with the following requirements:
1 I I I 1 I I I
►1 - I 1 I I 1 1 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested
1 I I I I I I I I 1 I I I 1 II In accordance with ASME A112.18.1/CSA B125.1.
I ' I
2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance
with ASME A112.18.1/CSA B125.1.
I I I I I I I I 1 I 1 1 1 I I I I I 1 I
3. Residential showerheads: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance
' 1 with ASME A112.18.1/CSA B125.1.
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XISTING CO C. DRIVEWq,Y \ PROP SED ADDIT N NEW STORM FROM NEW DOWNSPOUTS \ 1 \ I 0
\ 2 / (2) TOTAL TO TIE INTO EXISTING STORM 1
AT SOUTHEAST CORNER OF EXISTING SFR I-
1
57'_4"
ONSITE STORAGE OF DISPLACED MATERIALS ARE
1 I I TO HAVE A TEMPORARY PLASTIC SHEETING
1 ST \ ST ST S \ 1
_ A
ST tST SI ST ST ST ST ` ST ST ST ST ST ST `S sT \ \ 10.0' BSBL �- - - \ - - \ �1 �1 (POLYETHYLENE, POLYPROPYLENE, HYPALON OR
\ \ , \ \ EQUIVALENT) OVER THE MATERIAL AND IS TO BE
1 \ \ \ TEMPORARY SILT FENCE LOCATION
\ \\ �I MAINTAINED FOR THE DURATION OF STORAGE.
DURING CONSTRUCTION
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M I Im M I M M I M` I M M I ET M I� � I MMII��I�\�I��\I M M I M`�I��\I M M I M� I M M I� M I M I��I I
O I ITE S I S R
W \ � I I 11 \ \ \ \ 1 \ W
Wo \ �� 0'� 174.3� S89 50 54 E ` N 1. IF ANY PORTION OF THE SIDE SEWER NEEDS TO BE RELOCATED FROM THE AREA OF THE
\ \ \ \ \ ADDITION, A SEWER CLEAN OUT SHALL BE INSTALLED ON THE SEWER LINE AT A LOCATION OF
00 I APPROXIMATELY 2-FEET FROM THE EXTERIOR OF THE HOUSE. A SIDE SEWER PERMIT WILL BE
\ REQUIRED.
1 1 \ 1 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13.
LOT 6
\ \ \ \ \ \ ` I 3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF
\ \ \ \ \ \ EDMONDS STANDARD DETAILS AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
\
1 ` 1 ENGINEERING DIVISION �1 CONSTRUCTION.
0 \ PLAN LEGEND: APPROVED AS NOTED
I �
w WATER LINE 07/16/2020 PLAN
\ '
AN'
ST STORM LINE
SEWER LINE NORTH PLAN NOTES:
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING APPROVED ROVED BY PLANNING N I N G \ - PLANS EXAMINER APPROVAL:
z� TEMPORARY SILT FENCE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
- - PROPERTY LINE UTILITIES MAY REQUIRE ASEPERATEPERMIT. �,/ n OPill
BSBL (SETBACK) LINE Q'v " - �. Site Plan
- - GRADE CONTOUR LINE OWNER/CONTRACTOR IS RESPONSIBLE FOR J u I 14 2020
- CENTERLINE OF STREET EROSION CONTROL AND DRAINAGE Jul 23 2020
SCALE: 1 -10 0
CITY OF EDMONDS
- _ DEVELOPMENT SERVICES
DEPARTMENT
Know what's below. N
Call before you di \I
6'max.
II min. 4"x4° trench
Post spacing may be BackfT trench with native
' I increase to 8' if wire soil or 3/4"-1.5" washed gravel
1 backing is used
I
1 ' 2"x2" wood posts, steel fence
I I ' I I I 1 posts or equivalent
1a
Efficient Building Envelope 1a
0.5
1b
Efficient Building Envelope 1b
1.0
1C
Efficient Building Envelope 1c
2.0
1d
Efficient Building Envelope 1d
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy 0.5
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Plan Title
Site Plan
and
Project Specifications
Douglas Almond
Date
05/13/2020
Project No.
20-014-01
Sheet:
AO, 1