APPROVED ENG PLN - BLD2020-0904+Site_Plan+10.15.2020_4.19.33_PMCLIMATIC & GEOGRAPHIC DESIGN CRITERIA (R3o1.2(I))
ROOF SNOW
d
OPOGRAPHIG
SEISMIC f
a
FR05T LINE
WINTER
ICE BARRIER
FLOOD
R
MEAN
LOAD
WIND SPEED
EFFEGT5
DESIGN GAT,
WEATHERING
DEPTHb
TERMITE
DESIGN
UNDERLAYMENT
g
HAZARD5
EAI
FREZING
ANNUAL
TEMP
REQUIRED
INDEX
TEMFJ
:z
pjjGJ
NO
DZ
MODERATE
IZ
51_IGHT TO
zZ
NO
FIRM
170
91
MODERATE
2015 05E0 & IRC VENTILATION TAFLE 402.1.1
CLIMATE ZONE
MARINE 4
(R-VALUE (a) OR
U-FACTOR)
FENESTRATION U-FACTOR (b)
0.3o
SKYLIGHT (b) U-FACTOR
o.r�o
GLAZED FENE5TARTION 5HGG (b,e)
N/A
CEILING R-VALUE (k)
4�
WOOD FRAME WALL (g,m,n) R-VALUE
21 Int.
MA55 WALL R-VALUE (p
21/21 (h)
FLOOR R-VALUE
3o (g)
FELOW-GRADE (c,m) WALL R-VALUE
10/le/V Int, +TF
5LAI3 (d) R-VALUE & DEPTH
10, 2 ft,
FOR 91: 1 f00t.=304.emm, el. = CONTINUOUS INSULATION, Int.= INTERMEDIATE I=RAMING
(a) R-VALUE5 ARE MINIMUMS, U-FACTORS AND 5HGG ARE MAXIMUMS. WHEN INSULATION 15 INSTALLED IN A CAVITY WHICH 15 LE55
THAN THE LABEL OR DESIGN THIGKNE55 OF THE IN5ULATION, THE GOMPRE55ED R-VALUE OF THE IN5ULATION FROM APPENDIX
A101.4 5HALL NOT BE LE55 THAN THE R-VALUE 5FEGIFIED
(b) THE FENESTRATION U-FACTOR COLUMN EXCLUDES 51<YLIGHT5. THE 5HG0 COLUMN AFPLIE5 TO ALL GLAZED FENESTRATION.
EXCEPTION: 5KYLIGHT5 MAY BE EXCLUDED FROM GLAZED FENESTRATION 5HGG REQUIREMENT5 IN CLIMATE ZONE5 I THROUGH 3
WHERE THE 5HGG FOR 5UGH 5KYLIGHT5 DOE5 NOT EXGEED 0. ,O
W I0/16/21 MEANS R-Io CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-10 ON THE CONTINUOUS INSULATION ON THE
INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION FLUS A THERMAL BREAK BETWEEN THE 5LA15 AND THE I3A5EMENT WALL AT
THE INTERIOR OF THE BASEMENT WALL. I0/19/ZI+TB SHALL BE PERMITTED TO BE MET WITH R-I3 CAVITY INSULATION ON THE
INTERIOR OF THE BA5EMENT WALL PLU5 R-5 GONTINUOUS IN5ULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. TB MEAN5
THERMAL BREAK BETWEEN FLOOR SLAB AND 15A5EMENT WALL
(d) R-10 CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS, SEE R402.Z.,9.1
(e) THERE ARE NO 5HGG REQUIREMENT5 IN THE MARINE ZONE
(f) (g) (h) RESERVED
0) THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL.
(I) RESERVED
(k) FOR 51NGLE RAFTER OR JOIST VAULTED GEILING5, THE INSULATION MAY BE REDUCED TO R-3O
(I) RESERVED
w7INT. (INTERMEDIATE FRAMING) DENOTES 5TANDARD FRAMING I& IN0HE5 ON CENTER WITH HEADERS INSULATED WITH
A MINIMUM OF R-10 INSULATION.
CN) LOG AND 50LIP TIM1 ER WALLS WITH A MINIMUM AVERAGE THIGKNE55 OF 3.5 INGHE5 ARE EXEMPT FROM THI5
INSULATION REQUIREMENT
TABLE R402.1.3 FOOTNOTE:
(a) NONFENE5TRATION U-FACTORS 5HALL BE OBTAINED FROM MEA5UREMENT, CALCULATION OR AN APPROVED 5OURGE OR A5
SPECIFIED IN SECTION R40Z.1.3
GENERAL NOTES:
SMOKE ALARMS (R314):
THESE GENERAL NOTE5 ARE TO FE U5EP A5 A 51JPPLEMENT TO THE DRAWING5.
ALL SMOKE ALARMS 5HALL FE L15TF-P IN ACCORDANCE WITH UL217 AND INSTALLEP IN
ANY DISCREPANCIES FOUND AMONG THE DRAWING5, GENERAL NOTES AND SITE
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING
CONDITION5 5HALL FE REPORTED TO THE ARCHITECT, WHO 5HALL CORRECT 5UGH
EQUIPMENT PROVISIONS OF NFPA 72, SMOKE ALARMS SHALL FE IIOV INTERCONNECTED
DISCREPANCY IN WRITING. ANY WORK DONE FY THE CONTRACTOR AFTER THE
WITH FATTERY FACK-UP.
P15COVERY OF A 1215GREPANCY 5HALL FE DONE AT THE CONTRACTORS OWN R15K.
EXHAUST HOOD MAKEUP AIR (MI003.4): KITCHEN EXHAUST HOOP5 EXHAUSTING OVER
ALL METHOD5 AND MATERIALS TO CONFORM TO THE 2010 INTERNATIONAL FUILDING
4000PM 5HALL FE EQUIPPED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO
GORE, ZOIr'J INTERNATIONAL RE5IPENTIAL GORE AND ZOIr'J WA5HINGTON STATE ENERGY
THE EXHAUST RATE. SUCH MAKE UP SYSTEMS SHALL FE EQUIPPED WITH A MEANS OF
GORE A5 AMENDED AND ADOPTED FY APPLICAFLE JURI5DICTION.
OL05URE AND 5HALL FE AUTOMATICALLY CONTROLLED TO START AND OPERATE
SIMULTANEOUSLY WITH THE EXHAUST 5YSTEM.
DESIGN CRITERIA (IRC 300: THE ENGINEERED LATERAL DESIGN FOR THE FUILDING IS IN
ACCORDANCE WITH THE ZolO INTERNATIONAL FUILDING CODE AND 15 PROVIDED FY THE
FIREFLOGKING: 5HALL FE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENING5 AND TO
ENGINEER OF RECORD,
FORM AN EFFECTIVE FIRE FARRIER FETWEEN 5TORIE5 AND FETWEEN TOP STORY AND
ROOF SPACE. INSTALL PER IRC 302.11
DESIGN LOAP5:
ROOF: LL=20, PL=10, TL=40
WATER-RE515TANT GYPSUM FACKING FOARP (IRC 702.3.8): GYPSUM FOARP U5EP A5 A
FLOOR: LL=40, DL=10, TL=CjO
FACKER FOARD FOR CERAMIC TILE 5HALL CONFORM TO ASTM C0o69, 011791 OR 0127e,
WATER-RE515TANT GYPSUM FOARD 5HALL NOT FE INSTALLED OVER A VAPOR RETARDER
CONCRETE FOUNDATIONS:
IN A 5HOWER OR TUF COMPARTMENT. GUT OR EXP05E12 EDGES, INCLUDING TH05E AT
CONCRETE FOUNDATIONS SHALL FE DE5IGNED IN ACGORDANGE WITH IRC CHAPTER 4.
WALL INTERSECTIONS, SHALL FE SEALED AS RECOMMENDED FY THE MANUFACTURER.
MIN, CONCRETE COMPRESSIVE STRENGTH PSI (R4o4.1•3.3•I)
FASTENERS IN PRESERVATIVE TREATED WOOD (R317.3.1): FASTENER5, INCLUDING NUTS
MIN, YIELD STRENGTH OF 5TEEL REINFORCEMENT: (00,000 P51 (R404.1.3.3.7)
AND WA5HER5, FOR PRESERVATIVE TREATED WOOD 5HALL FE HOT DIPPED ZING -COATED,
CONCRETE MIXING & DELIVERY 5HALL COMPLY WITH A5TM C 94 OR A5TM G (o850
GALVANIZED 5TEEL, 5TAINLE55 5TEEL, 51LICON FRONZE OR COPPER.
MIN, REINFORCEMENT COVER: IF GA5T AGAINST EARTH: 3` MIN COVER. IF CAST
AGAINST REMOVAFLE FORMS: I-I/Z FOR NO, 0 15AR5 AND 5MALLER, 2 FOR NO, (o
DRIP EDGE (IRC R900.2.8.0): A DRIP EDGE 5HALL FE PROVIDED AT EAVE5 AND GAFLE5 OF
ASPHALT SHINGLE R001=5 AND 5HALL EXTEND .20 INGHE5 FELOW 5HEATHING AND 2° UP
15AR5 OR LARGER. (R403,1.3.0.3 & R404.1.3.3.7.4)
ROOF DECK
PORM5 5HALL FE MADE OF AN APPROVED MATERIAL AND 5HALL PROVIDE 51JFFICIENT
ZOIS WA-5HINGTON STATE ENERGY GODS:
STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION
(IRC R404.1.3.3•(0)
- ENERGY GREDIT5 (DEFITS) REGIUIRED: 5EE ATTACHED FORM5 AND FELOW:
31� 5F < I,ri00 5F = SMALL DWELLING UNIT = 1.0 GREDIT5 REQUIRED
CONCRETE SHALL FE CON50LIPATEP FY SUITABLE MEANS DURING PLACEMENT AND
5HALL FE WORKED AROUND EMFEDPEP ITEMS AND REINFORCEMENT AND INTO CORNER
OPTION #3d = 1.0 GREDIT5: HIGH EFFICIENCY HVAG EQUIPMENT: DUCTLESS PSLIT
OF FORMS (IRC 404.1•3.3.0)
5Y5TEM HEAT PUMPS, ZONAL CONTROL (NEW ADDITION ONLY)
VERTICAL AND HORIZONTAL WALL REINFORCEMENT 5HALL FE THE LONGE5T LENGTH5
1'* OPTION #GDo = I.Ci GREDIT5: EFFICIENT WATER HEATING - WATER HEATING 5Y5TEM TO
PRACTICAL. WHERE 5PLICE5 ARE NEGE55ARY IN REINFORCEMENT, THE LENGTH
FE GAS WITH MINIMUM EF OF 0.01.
5HALL FE IN ACCORDANCE WITH TAFLE R(91IR.4(1) AND FIGURE R(oll.0.4(I). THE MAXIMUM
GAP FETWEEN NON -CONTACT PARALLEL 15AR5 AT A LAP 5PLIGE 5HALL NOT EXCEED
-VENTILATING SYSTEM USED: INTERMITTENT WHOLE HOUSE USING EXHAUST FAN5 (IMG
THE 5MALLER OF ONE -FIFTH THE REQUIRED LAP LENGTH AND (o INGHE5.
403•S•(9, CHAPTER 01-0Z WAG)
FOR GRADE (00 5TEEL 04 FAR (TAFLE R(oll.0.4(I)):
-WHOLE HOUSE FAN 5HALL OPERATE INTERMITTENTLY AND CONTINUOU5LY
-LAP 5PLIGE LENGTH -TENSION = 30 INGHE5
-AUTOMATIC 24-HR CLOCK SET TO OPERATE FRAGTIONAL'ON' TIME IN 003•S•0.1
-TEN51ON DEVELOPMENT LENGTH FOR 5TRAIGHT FAR = 23 INGHE5
-OUTDOOR AIR WILL FE DRAWN FROM AIR INLETS INSTALLED IN WINDOWS (403.8•(o•I)
-TEN51ON DEVELOPMENT LENGTH FOR 90-DEGREE AND 180-DEGREE WITH NOT
LESS THAN Z.0 INGHE5 OF SIDE COVER PERPENDICULAR TO PLANE OF HOOK AND
FRACTIONAL OPERATION TIME (f) OF 24 HR TIMER TO FE 5ET FY MECHANICAL
,90-DEGREE 5TANDARD HOOK5 WITH NOT LE55 THAN 2 INGHE5 OF COVER ON THE
CONTRACTOR, 100 GFM FAN (11(o GFM oc ,20IN WC) WILL FE U5EP AND 5ET TO A 4-HOUR
FAR EXTENSION FEYONP HOOK = of INGHE5
CYCLE. THE ON TIME MINUTES 15A5E12 ON TAFLE 403.S,1 AND A5HRAE (02.24.010:
-TEN51ON DEVELOPMENT LENGTH FOR FAR WITH 90-DEGREE AND 00 DEGREE
- 120 MINUTE5 PER 4-HR CYCLE IF RATE (00 (TAFLE f=.02
5TANDARD HOOK HAVING LE55 COVER THAN REQUIRED AFOVE = IZ INGHE5.
- Irv& MINUTE5 PER 4-HR CYCLE IF RATE 70 (TAFLE f=.(o0
DAMPPROOFING (IRO R40(o):
- 07 MINUTE5 PER 4-HR CYCLE IF RATE 90 (TAFLE M1007.3.3(I))� f=.7S
FOUNDATION WALLS THAT RETAIN EARTH AND ENCLO5E INTERIOR 6PAGE5 AND FLOORS
- Ve MINUTE5 PER 4-HR CYCLE IF RATE 100 (TAFLE MI0o7.3.3CI)); f=.oJl
FELOW GRADE 5HALL FE PAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINI5HED
GRADE, CONCRETE WALLS 5HALL FE PAMPPROOFED FY APPLYING ANY ONE OF THE
PERMANENT CERTIFICATE 5HALL FE P05TED WITHIN 3 FEET OF THE ELECTRICAL PANEL
MATERIALS LISTED IN R 40(0.1 & R40(o.Z
OR ON THE PANEL ITSELF- THE CERTIFICATE 5HALL FE COMPLETED FY THE FUILDER OR
REGISTERED DESIGN PROFE5510NAL AND L15T THE FOLLOWING: INSULATION R-VALUE5
INFILTRATION CONTROL (W5EG 4OZ):
FOR ALL FUILDING FRAMING AND FOUNDATION/SLAF COMPONENTS, DUCT INSULATION
I. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS FETWEEN WALLS AND
OUTSIDE CONDITIONED AREAS, GLAZING U VALUE5 AND/OR 5HGG VALUE5, TYPE AND
FOUNDATIONS, FETWEEN WALLS AND ROOF AND FETWEEN WALL PANELS OPENINGS AT
EFFICIENCY OF HEATING/COOLING 5Y5TEM AND HEATING EQUIPMENT, DUCT LEAKAGE
PENETRATION OF UTILITY 5ERVICE5 THROUGH WALL5, FLOOR AND ROOF53ANP ALL OTHER
RATES INCLUDING TEST CONDITION5 AND AIR LEAKAGE RE5ULT5 (W5EG 401.3)•
OPENING IN THE FUILDING ENVELOPE 5HALL FE 5EALED, CAULKED AND GA5KETED OR
WEATHER5TRIPPED TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS AND 5EAM5 5HALL
HIGH EFFICACY LUMINARIE5 (W5E0 404.1): 70% OF ALL LUMINARIE5 5HALL FE HIGH
FE SIMILARLY TREATED, OR TAPED, OR COVERED WITH MOISTURE VAPOR PERMEAFLE
EFFICACY.
HOU5EWRAP
Z. ALL EXTERIOR POOR5 OR DOOR5 5ERVING A5 ACCE55 TO AN ENCL05EP UNHEATED
TESTING (W5E0 402.4.1.2): REQUIRED FOR ALL FUILDING5 AND 5HALL OCCUR ANYTIME
AREA 5HALL FE WEATHER5TRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN
AFTER ROUGH -IN AND AFTER INSTALLATION OF PENETRATION5 OF THE FUILDING
IN A OL05EP 1`051TION
ENVELOPE. ACGEPTAFLE AIR LEAKAGE TO FE 1_E55 THAN 0 AIR CHANGES PER HOUR
3• RECE55EP LIGHTING FIXTURE5 (402.4.4). WHEN INSTALLED IN THE FUILDING ENVELOPE
WITH A FLOWER DOOR AT A PRESSURE OF 1 INCH W.G. COO PA50AL5)
5HALL FE:
-TYPE IC RATED AND CERTIFIED UNDER A5TM E283 TO HAVE NO MORE THAN 2.0 GFM AIR
5EALING (W5EG 403.2.2): DUGT5 5HALL FE LEAK TESTED IN ACCORDANCE WITH W5U
MOVEMENT
R5-33 USING THE MAXIMUM DUCT LEAKAGE RATE5 51"EGIFIED.
-THE LIGHTING FIXTURE 5HALL FE TESTED AT 7(o PA60AL5 OR IRi7 LF5/5F PRE55URE
-POST CONSTRUCTION & ROUGH -IN: TOTAL LEAKAGE TO FE LE55 THAN OR EQUAL TO
DIFFERENCE AND LA15ELEP SHOWING COMPLIANCE
401'M PER 100 5.F. OF CONDITIONED FLOOR AREA AT 0.1 INGHE5 W.G. FOR ENTIRE 5Y5TEM,
-5HALL FE INSTALLED WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR
INCLUDING AIR HANDLER ENCLOSURE. ALL REGISTER 15OOT5 5HALL FE TAPED OR
LEAKAGE
OTHERWISE 5EALED DURING TEST, LEAKAGE TO OUTDOORS 5HALL FE LE55 THAN OR
EQUAL TO 401'M PER 100 5QUARE FEET OF CONDITIONED FLOOR AREA
VAPOR FARRIERS/GROUND COVERS:
GLASS I (SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL) OR GLA55 II
DUCT INSULATION le INSTALLATION (W5EG 403,11 & 403.23), DUGT5 5HALL FE INSULATED
(KRAFT-PAGED FI15ERGLA55 FATT5) VAPOR RETARPER5 ARE REQUIRED ON THE INTERIOR
TO A MINIMUM R-e, EXCEPT IF LOCATED COMPLETELY WITHIN THE FUILDING THERMAL
SIDE OF FRAMED WALL5 (R702.2)
ENVELOPE. FUILDING FRAMING CAVITIES SHALL NOT FE USED AS DUCTS OR PLENUMS.
INSTALLATION OF DUGT5 5HALL NOT 12I5PLACE REQUIRED ENVELOPE INSULATION.
GLA55 III VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLADDING
OVER WOOD STRUCTURAL PANELS, FIFERFOARD, OR GYPSUM, OR CONTINUOUS INSULATION
WITH R-VALUE >= 2.0 OVER Zx4 WALL5 OR R-VALUE >=3.70 OVER Zx(o WALL5. (R702.7.1)
VAPOR RETARDER UNDER SLAF (R00(o.2.3): (o MIL POLYETHYLENE OR APPROVED VAPOR
RETARDER WITH JOINTS LAPPED NOT LE55 THAN (o" 5HALL FE PLACED FETWEEN THE
CONCRETE FLOOR 5LA15 AND THE 15A5E COURSE OR THE PREPARED 5U15GRADE WHERE
NO FA5E COURSE EXI5T5. EXCEPT AT GARAGES, UTILITY 15UILDING5 AND OTHER
UNHEATED ACCESSORY 6TRUCTURE5.
GROUND COVER (R40e.1): (o MIL FLACK POLYETHYLENE OR APPROVED EQUAL 5HALL FE
LAID OVER THE GROUND WITHIN CRAWL 5PAGE5 AND SHALL FE OVERLAPPED 12° MINIMUM
AT THE JOINTS AND 5HALL EXTEND TO THE FOUNDATION WALL
APPROVED
PLANS MUST BE
ON JOB SITE
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
EX. WATER
METER
51TE PLAN
THIS IS THE APPROVED SITE PLAN FOR ALL SITE WORK.
ARCHITECTURE AND BUILDING APPROVALS ON PAGE 1 OF PLAN SET
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
SECTION OF EX.
GURF REMOVED FOR
EXISTING EXISTING DRIVEWAY
GONG. GURF VE N SOX`
ASPHALT EXPANSION
�� REPLACED:]� \Op POINT,
9,9•50'
EXISTING �� <
LANDSCAPING --------------4
SILT-
FENG�z
•! ° ' EXISTING
--M -- M-- M---M- - -M--- M---� !/
EXISTING
° FXISTINr> 1 . 1
RZI�(F-WA°,'•,� ° I P.Af�K1�4G,
-3 C%/
FENCE
11AI
GONG. WALK
CARPORT
,° REMOVED• I o
Q
27 5f: NEW REMOVED
,SF �, ���COING.ING
o
ENTRY ADDI EX. E E
°. AflDIT10N. °
° • '�.
,I
DRIVEWAY
AT EX. PORC' I GAS METERS
�OaTPK1NT;
4'°
I
u
p0 r ----- -
I
1��
A I'-3
5/81I
IDS
EX.
RETAINING
z
vI
-- ---------- I - D
7 I '-
//
I �--yam
�I_Aj_ r-, Z�l'� ° •
X
7•0 I
w
I I
I
EX. - - I
�\
I
WALL
-0
XISTING DECK
EXOTING
ZOI-0°
-
0
l4
S %N S S> � o
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
SCOPE OF WORK:
PROPERTY INFORMATION:
LOT COVERAGE:
CONSTRUCT 1,96 Sr MAIN
PARCEL #: 00477300000300
FUILDING FOOTPRINT
FLOOR ADDITION, 044 UPPER
ADDRESS:
(HOUSE & PORCH):
FLOOR ADDITION, 044 5F
r210 HOMELAND DR
100(0 5.P•
ROOF TOP DECK AND 380 SF
ZONING: R5-(o
COVERAGE:
GARAGE,
LOT AREA: 0.17 ACRE (7,200 5F)
100(0/72o0= 21.(0% < 30%
5ETFACK5:
STREET: 20'
REAR: 10'
51DEYARD: 0'
MAX. HT: 20'
LOT COVERAGE: 35%
IMPERVIOUS SURFACE COVERAGE:
EXIST. TO
REMAIN
NEW
REPLACED
TOTAL
HOUSE + O.H.
123(0
(000
183(0
DRIVE (- O.H.)
270
207
032
DECK
307
307
GONG, WALK
80
80
PAVERS
148
148
TOTAL
1(07e
e70
207
ZSIo
. I 0
O
�v EXISTING I
SHED
REMOVED
LLD "I l0'-0"
ETA ACCESS
11.81 I EASEMENT
o I
--V(N
-
BLD2020-0904
HEIGHT CALCULATION: LEGAL DE50RIPTION:
AVERAGE GRADE: I00,00' HOMELAND ADD REPLAT FLK 000 D-00 -
MAX. HEIGHT ALLOWED: 120.00' LOT 3 5UFJ E5E PUP I
HIGHEST POINT: 123.27' < 120.00'
AVERAGE GRADE
ELEVATIONS
A
100.00
F
100.r2o
G
100.r2o
D
100.00
AVE.
100.00
Minimum of 5' separation
_ between the two driveway
and private access road
required.
Zone RS-6
Corner
X Flag
Setbacks:
Required
Actual
Front
_20'_
_20'
Sides
5'
5', 13'
Rear
Other
25'
23.25'
Height
z
o
0
01 LJ
LJ D
Li
Z
_
V)
�Q
L�JQ
0
0
A- 0) )) •
a M
m
}e 0
N
Co
N
L ` N
aY� �
a) o E
U) LL U
>
O S 2
cm,
0 3
z�
L
.. ocV �N
O Z O
Q
APPROVED BY PLANNING o - z
.er <
ENGINEERING DIVISION
APPROVED AS NOTED
Dz
lu
10/28/2020 Oct 20 2020
***Proposed new and replaced is under
o
<C
N
=
Z
O
2000sgft; therefore, no stormwater
O
Dz
O
management system required. If the
<
new and replaced is 2000sgft or greater,
a stormwater management system is
required per City standards. ***
DC
Z
SCALE: I 10'-0°
VIGINTIY MAP:
`d ataLFtlrt+O�45
�P
Ps
��' mma�N§mngsmn
�6flr end Iran �„g ;
;^
� i Fdmonrhe F �11900fh
�.-.�yf'
-
Edmonds ua,a
moles, �
Porl �f EdmOr°9
§ g
Htti que {.a 9�t Wex err Pius
,.
r:-AthlettC Club Ed,,,,,d, Hu'borlmr
__- �lmmrsosreHn�)
e_�
Edmond.
Marsh Creek --
9510 Homeland OrlM '°'_. w
w{anns
dmonds
_ - _
hPark
- lI
ff Leash
'-_
I
AREA CALCULATION
LEVEL/ROOM
EX15T.
NEW
TOTAL
MAIN FLOOR (S.F.)
19013
106
1170
UPPER FLOOR (S.F•)
0
044
e44
NEW TOTAL (5Q.FT•):
083
740
1723
GARAGE:
0
380
380
SHEET INDEX
C
COVER -GENERAL NOTES
I
I=OUNDATION PLAN
Z
MAIN I✓LOOR FRAMING
3
MAIN I=LOOR PLAN
4
UPPER FLOOR FRAMING
6
UPPER FLOOR PLAN
(o
ROOF FRAMING
7
ELEVATIONS
8
SECTIONS
AN
ARCHITECTURAL DETAILS
5-
STRUCTURAL DETAILS
I-
W
W
_
U)
0.
LLI
O
CU
JOR #
Zo-o43
DATE:
10-IG�-20
SHEET #
ES B
I
11I11?ICI-IT (cl 17 Aprw IT�(`Tc I I r
Oct 15 2
0
CITY OF EDMO
S
DEVELOPMENT SE
ICES
DEPARTMEN