CANOD BLD20191035 (930 Olympic Ave).pdfCity of Edmonds
Critical Area Notice of Decision
Applicant: iC C, Property Owner:
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Critical Area File #:
Permit Number:
Site Location: I Pt,, � �� �,� p „Parcel Number:
Project Description:
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❑ Conditional Waiver. No critical area report is required for the project described above.
1. There will be no alteration of a Critical Area or its required buffer.
2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
Nei�rosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
avorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
❑ Notice on Title. Critical area notice on title recorded under AFN
In,� �Xl, Lo Q. � ., q
Reviewer Signature QZ7�/� Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 1112912016
i :E
GENERAL NOTES
PROJECT INFORMATION
CESS DRIVE FROM OLYMPIC AV
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SITE PLAN
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AS BUILT - LOWER FLOOR
SCALE:1/8" = 1'-O"
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THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST DEAR THE NAME OF THE ARCHITECT.
COPYRIGHT 2019 CY H2D, LLC. THESE DRAWINGS ARE PROTECTED DY FEDERAL AND STATE COPYRIGHT LAWS.
1. CODES/REGULATIONS:
-CONSTRUCTION TO CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL
ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES.
-A SEPARATE PERMIT MAY DE REQUIRED FOR PLUMDiNG, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE.
-A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOD SiTE DURING CONSTRUCTION.
2. CONTRACTOR'S RESPONSIBILITY:
-PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMDER SIZES.
-DO NOT SCALE CONTRACT DOCUMENTS.
-1F ANY D15CREPANCiE5 IN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTiFiEP IMMEDIATELY.
-ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SUDMiTTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRiOR TO CONSTRUCTION.
-THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR
OMISSIONS OR PERFORMANCE OF THE CONTRACTOR.
-CONTRACTOR SHALL 5E RESPON515LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT. AND PARTS.
-ALL STRUCTURAL 5Y51 EMS SUCH A5 WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FiELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER
DURING MANUFACTURINv, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER.
-ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED DY THE EPA AND THE STATE OF WASHINGTON.
-ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL
DE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER.
-CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE
RE51FON51131L1TY OF THE CONTRACTOR.
3. IL
-FOUNDATION DESIGN 15 BASED ON AN A55UMEP AVERAGE 501L HEARING OF 2,000 P5F OR PER GEOTECHNICAL REPORT. ALL FOOTiNG5 SHALL BE CAST ON UNPISTURDED
FiRM NATURAL 501L OR COMPACTED 501L OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" DELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING
EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING
DATA SUPPLIED DY OTHERS.
4. ATTIC REQUIREMENTS:
-APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTIC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED 1N IRC SEC R&06.
-THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50
PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO DE VENTILATED AT LEAST 3 FEET ABOVE EAVE
OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R&06).
-ATTIC ACCE55: MINIMUM 22" x 30" WiTH MINIMUM,30" HEADROOM, UNOBSTRUCTED, READILY ACCESSiDLE OPENING. iRC SEC R807. ACCESS DOORS SHALL DE
WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
-1N ROOMS NOT PROVIDED WiTH AN OPERADLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR
SHALL BE PROVIDED.
-VENT DRYER, BATH FAN5, AND RANGE5/OVEN5 TO THE OUTSIDE.
5. VENTILATION:
-VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND 1MC SECTION 501.3.
-INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE.
-KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER IRC M1503.4.
6. GLAZING:
-TO DE iN COMPLIANCE WITH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308.
-GLAZING iN LOCATIONS 5UDJECT TO HUMAN IMPACT SUCH AS GLA551N DOORS, GLAZING WITHIN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A
FLOOR, SHOWER DOORS AND TUD ENCLOSURES SHALL DE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC.
-SLIDING GLASS DOORS TO BE SAFETY GLAZING. LAMINATED OR TEMPERED GLASS.
-SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC.
-GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS.
-ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE. AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE.
-EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 50. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL DE 24", MINIMUM
NET CLEAR OPENING WIDTH OF 20" AND A FINiSHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310.
7. ENERGY:
-ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL
CONDITIONS BEFORE PROCEEDING WiTH WORK.
-APPLICATION AND 1N5TALLAT10N5 OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS.
-CUiLPING AIR LEAKAGE TESTING, PER SEC 502.4.5.15 REQUIRED PRIOR TO FINAL iN5PECTiON. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY
COMPLIANCE CERTIFICATE.
-EACH DWELLING UNIT 15 TO HAVE ONE PROGRAMMADLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.8.1.
-A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION.
-DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE DUiLPING INSPECTOR AND HOMEOWNER PRiOR TO AN APPROVED FINAL INSPECTION.
-MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS 1N LIGHTING FIXTURES SHALL DE HiGH EFFICACY LAMPS PER SEC 404.1.
-WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND
COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A
MINIMUM, A 5-2 PROGRAMMADLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMADLE SETBACKS PER DAY.
8.STAIRS:
-MiNiMUM HEADROOM 6-8% MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4"
-HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN
30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 11/2" AWAY FROM WALL.
-GUARDRAIL: SHALL DE MiN 36" 1N HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE DELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PA55AGE OF A 4"
SPHERE PER iRC 312.1.
-INSTALL FiRE CLOCKING AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER.
-COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAiR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD.
9. INSULATION:
-INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQTS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON
SHEET 01.
-EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (D15COLORED, WET, DAMAGED, OR
DETERIORATED) SHALL BE FiLLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2..
-WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO DE INSULATED WiTH MINIMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN
FLOOR SLAB AND DA5EM=-NT WALL UNLESS NOTED OTHERWISE.
-ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. DATT AT VAULTED AREAS UNLESS NOTED OTHERWISE.
-ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE.
-VENTING 15 REQUIRED iN EACH J015T SPACE. WHERE CONTINUOUS VENTING WiTH A J015T SPACE 151NTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP),
PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED
OTHERWISE.
-FLOORS: INSULATED WITH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTEP OTHERWISE.
-SLAB-OWGRADE: PROVIDE EXTRUDED R1G1P CL05EP CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP
OF THE 5LA5 TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLE55
NOTED OTHERWISE.
10. GARAGE SEPARATION:
-REQUIRES 1/2" GWB ON T iE GARAGE SiDE. 5/8" TYPE'X' GWD WHERE THERE 15 LIVING SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND DEAM5 USE 1/2" GWD PER IRC
R302.6
-OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE
RATING. DOORS SHALL DE EQUIPPED WiTH A SELF-Cl051NG DEVICE PER iRC R302.5.1.
11. VAPOR BARRIERS:
-AN APPROVED VAPOR BARRIER SHALL DE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FIN15HES ARE DIRECTLY
INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THIS VAPOR CARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL.
APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR CARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS.
12. FIRE SAFETY:
-SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE iNSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER
LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC.
-CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA IN DWELLING UNITS AND iN EACH
LEVEL 1N ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034
AND SHALL DE INSTALLED 1N ACCORDANCE WiTH THIS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
-CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED IN
ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL DE PERMITTED. THE GARCON MONOXIDE DETECTORS SHALL DE LISTED A5
COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM iS INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY.
13. CERTIFICATE 8 TESTING
- A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTRiDUTiON PANEL DY THE BUILDER OR REGISTERED DESIGN
PROFESSIONAL. THE CERTIFICATE SHALL DE COMPLETED BY THE DUiLDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE ViSi131LITY OF THE
CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN
OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTOR5 FOR FENESTRATION AND THE
RESULTS FROM ANY REQUIRED DUCT SYSTEM AND 501-PING ENVELOPE AiR LEAKAGE TESTING DONE ON THE DU1LPING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH
COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA THE CERTRiF1CATE SHALL Li5T THE TYPES OF EFFICIENCIES OF HEATING, COOLING. AND
SERVICE WATER HEATING EQUIPMENT.
- THE BUILDING OR DWELLING UNiT SHALL DE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL BE
CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED DY THE CODE OFFICIAL, TESTING SHALL DE CONDUCTED DY AN
APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED DY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.
TESTING SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.
PROJECT OWNER: CHRiSTiNA PRKiC AND MiKE PERiCA
930 OLYMPiC AVE
EDMONDS WA 98020
PROJECT ARCHITECT:
HEiDi HELGESON
PROJECT DESIGNER:
NiCOLE MCKERNAN
H2D ARCHITECTURE + DESIGN
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
STRUCTURAL ENGINEER:
JACK HUPP
HARRiOT VALENTINE ENGINEERS
100 W HARRISON ST, SUITE N-100
SEATTLE, WA 98119
206-624-4760
PROJECT DESCRIPTION:
INTERIOR RENOVATION & DECK
ADDITION
PROJECT ADDRESS:
930 OLYMPiC AVE
TAX LOT NUMBER:
00548900002004
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LEGAL DESCRIPTION:
SECTION 24 TOWNSHIP 27 RANGE 3 QUARTER NE - PUGET
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SOUND MACHINERY DEPOT 5 AC TR5 CLK 000 D-04 - E 120FT
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OF 5105FT OF TR 20 TGW EQ & UND 1/41NT 1N FDP - COM SW
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COR SD TR 20 TH 589*34 26E ALG 5 LNSD TR 20163FT TH
NOO"1116W PLW W LN SD TR 20 DIST 106.40FT TH 589*34
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28E 246.79FT TH 500*10 53E PLW E LN 5D TR 20 DIST
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31.40FT TOINT WiTH CRV HAVG RAP 20FT FR WH iNT THE RAP
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21.84FT FR WH 1NT THE RAP POINT OF SD CRV DEARS 589"49
07W TH NLY ALG ARC OF 51) CRV 5EiNG CRV TO L & CONS C/A
OF 89*23 35 AN ARC DIST 34.07FT TO POINT OF TANG TH
N89"34 28W 249.26FT TPB EXC PTN LYWH E 120FT OF 5
105FT TR 20 PER SWD REC AFN 9901210128
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LAND USE CODE COMPLIANCE STATISTICS
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R512
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LOT COVERAGE:
LOT AREA: 12,632 5F
'
EXISTING HOUSE: 1,565.2 SF
PROPOSED DECK ADDITION: 244.6 SF
I..L
PROPOSED LOT COVERAGE: 1,809.3 5F
ALLOWED LOT COVERAGE: 12,632 5F X 35% = 4,421 SF OK
IMPERVIOUS SURFACE:
EX151ING HOUSE (ROOF): 1,923.2 SF
EXISTING DRIVEWAY: 2,100.4 5F
EXISTING WALK, STAIRS, AND PATIO: 646.8 5F
EX15TiNG TOTAL IMPERVIOUS SURFACE: 4,672.4 SF
NEW DRIVEWAY: 73.4 5F
NEW DECK: 167.E SF
PROPOSED NEW & REPL. IMPERVIOUS SURFACE: 241.0 5F
REQ'D SETBACKS:
STREET SETBACK: 25'
SiDE SETBACK: 10,
PARKING:
1 NEW DRIVEWAY SPACE PROPOSED
BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25'
INFORMATION: NO CHANGE TO DUiLPING HEIGHT PROPOSED
ENERGY CREDIT INFORMATION
THiS PROJECT DOES NOT REQUIRE ENERGY CREDITS PER WASHiNGTON STATE ENERGY
CODE TABLE 406.2.
PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES
LOCATION
R-VALUE
U-FACTOR
FENESTRATION U-FACTOR
N/A
0.30
SKYLIGHT U-FACTOR
WA
0.50
GLAZED FENESTRATION 5HGC
N/A
WA
CEILING
49
0.026
WOOD FRAME WALL
211NT
0.056
MASS WALL R-VALUE
21/21
0.056
FLOOR
30/38
0.029
DELOW GRADE WALL
10/15/21 iNT + TB
0.042
SLAD R-VALUE AND DEPTH
10, 2 FT
WA
SHEET INDEX
01
PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS, SiTE
PLAN
A1.0
LOWER AND MAiN FLOOR DEMOLITION PLANS
A1.1
LOWER FLOOR PLAN
A1.2
MAiN FLOOR PLAN
A1.3
A1.4
ROOF PLAN
WINDOW AND DOOR 5CHEDULE5
CITY
OF EDMONDS
A2.0
EXTERIOR ELEVATIONS
BUILD
G DE PA - T M E N T
A2.1
EXTERIOR ELEVATIONS
WORK
0
A3.0
BUILDING SECTIONS
ADDRESS
� !
0
A4.0
51.0
TYP. DETAILS
GENERAL STRUCTURAL NOTES
OWNER
52.0
FOUNDATION PLAN
52.1
MAiN FLOOR FRAMING PLAN
52.2
ROOF FRAMING PLAN
APPROVED DATE:
53.0
STRUCTURAL DETAILS
BLDG. OFFICIAL:
54.0
STRUCTURAL DETAILS
..
F''7RIVIIT W"'JIBER
VICINITY MAP (NTS) 12- , --- _ .
I
Zuj
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--I PUGET DR I
= N I I
~ MAPLEWOOD I
I PARK
ViEWLAND WAY L I
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199TH ST SW -�
9716 REGISTERED
ARCHITECT
C HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
.EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 8/19/2019
PERMIT SET
PROJECT INFORMATION,
VICINITY MAP, GENERAL
NOTES, AS -BUILT PLANS, SITE
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