19804 81st PL W-SITE PLAN.pdfCLIMATIC & &W&RAFHIG 12551&N CRITERIA (R3o1.2U))
ROOF SNOW
LOAD
J
WIND 5i°EED
TOPOGRAPHIC
EFFECTS
5E15MIC f
DESIGN CAT.
a
WEATHERING
FROST LINE
�P I H b
TERMITE
WINTER
DESIGNe
tGC BARRIER
UNDERLAYME hT
FLOOD
HAZARDS !
AIR
FRECZING
MEAN
ANNUAL
TEMP
REQUIRED
INDEX '
TEMPI
ZG�
pjGj
NO
PZ
MODERATE
12
51 IGHT TO
22
NO
110** MRM
170
5!
MODERATE
2015 W5EC Br IRG VENTILATION TABLE 4o2.1.1
CLIMATE ZONE
MARINE 4
(R-VALUE (a) OR
U-FACTOR)
FENESTRATION U�FACTOR (b)
0.30
SKYLIGHT (b) U-FACTOR
0,00
GLAZED FENESTARTION SHGG (b,e)
N/A
40
21 Int.
CEILING R-VALUE (k)
WOOD FRAME WALL (g,m,n) R-VALUE
MASS WALL R-VALUE (I)
2V21 (h)
FLOOR R-VALUE
30 (g)
BELOW -GRAPE (c,m) WALL R-VALUE
10/15/21 Int. +TB
5LA3 (d) R-VALUE Sr PEPTH
10, 2 4,
FOR 51: 1 ¢00t =304,8mm, .I. - CONTINUOUS INSULATION, Int.= INTERMEDIATE FRAMING
(a) R-VALUES ARE MINIMUMS. LI-FAGTORS AND 5HGC ARE MAXIMUMS. WHEN iN%L.ATION 6INSTALLED IN A CAVITY WHICH IS LE55
THAN THE LASH OR DESIGN THICKNESS OF THE INSULATION, THE COMPRE55ED R-VALUE OF THE INSULATION FROM APPENDIX
Alai SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED
(b) THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS, THE SHGG COLUMN APPLIES TO ALL GLAZED FENESTRATION.
EXCEPTION: %YUGHT5 MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES I THROUGH 3
WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30
(c) 10/I5i/21 MEANS R-la CONTINUOUS INSLLATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE
INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION FLUB A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT
THE INTERIOR OF THE BASEMENT WALL, 10/10/21+TB SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE
INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. TB MEANS
THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL.
(d) R-10 CONTINUOUS INSULATION t5 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. 5EE R402.2.®.1
(e) THERE ARE NO SHGG REQUIREMENTS 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.
0)RESERVED
(k) FOR SINGLE RAFTER OR J015T VALLTED GEIUNGS, THE INSULATION MAY BE REDUCED TO R-38
(1) RESERVED
(� INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON GENTER WITH HEADERS INSULATED WITH
A MINIMUM OF R-10 INSULATION.
(N) LOG AND 50LIP TIMER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.O INCHES ARE EXEMPT FROM THIS
INSULATION REQUIREMENT
TABLE R40VZ, FOOTNOTE:
(a) NOWENE5TRATION U-FACTOR5 SHALL BE OBTAINED FROM MEASUREMENT, CALCLLATION OR AN APPROVED 50URCE OR AS
SPECIFIED IN SECTION R402.1.3
GENERAL NOTES:
THESE GENERAL NOTES ARE TO BE U5EP AS A SUPPLEMENT TO THE DRAWINGS.
ANY PISCREPANCIES FOUND AMONG THE DRAWINGS, GENERAL NOTES AND 51TE
CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH
PISCREPANCY IN WRITING. ANY WORK PONE 15Y THE CONTRACTOR AFTER THE
D15COVERY OP A DISCREPANCY SHALL BE DONE AT THE CONTRACTORS OWN RISK.
ALL METHODS ANP MATERIALS TO CONFORM TO THE 2015 INTERNATIONAL BUILDING
COPE, 201r2 INTERNATIONAL RESIDENTIAL COPE AND 2o1r2 WASHINGTON STATE ENERGY
COPE AS AMENDED ANP APOPTEP BY APPLICABLE ,JURISDICTION.
DESIGN CRITERIA (IRO 301): THE ENGINEERED LATERAL PE519N FOR THE BUILDING IS IN
ACCORDANCE WITH THE ZOO INTERNATIONAL BUILDING COPE AND IS PROVIPEP BY THE
ENGINEER OF RECORD.
DESIGN LOAPS:
ROOF: LL=2rv, DL=1yi, TL=40
FLOOR: LL=40, PL=10, TL=5o
CONCRETE FOUNDATIONS_
CONCRETE FOUNDATIONS SHALL BE DESIGNEP IN ACCORDANCE WITH IRG CHAPTER 4•
MIN, CONCRETE COMPRESSIVE STRENGTH (f'-) : 3,000 PSI (R404.1.2.3•I)
MIN, YELP STRENGTH OF STEEL REINFORCEMENT: 60,000 PSI (R404,1.2.3.7.1)
CONCRETE MIXING Sr DELIVERY SHALL COMPLY WITH A5TM C 04 OR ASTM G
MIN. REINFORCEMENT COVER: 3" CAST AGAINST EARTH, L5" TO REMOVABLE FORMS
FORMS SHALL BE MADE OF AN APPROVED MATERIAL AND SHALL PROVIDE SUFFICIENT
STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION
(IRG R404.1.2.3•&)
CONCRETE SHALL. BE CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND
SHALL BE WORKED AROUND EMBEDDED ITEMS ANP REINFORCEMENT AND INTO CORNER
OF FORMS (IRC 404.1.2.3.5)
VERTICAL AND HORIZONTAL WALL. REINFORCEMENT SHALL BE THE LONGEST LENGTHS
PRACTICAL. WHEEZE SPLICES ARE NECE55ARY IN REINFORGEMENT, THE LENGTH
SHALL BE IN ACCORDANCE WITH TABLE R&II-0.4(I) AND FIGURE R(ol1.5.4(Q. THE MAXIMUM
GAP BETWEEN NON -CONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED
THE SMALLER OP ONE -FIFTH THE REQUIRED LAP LENGTH ANP (o INCHES.
FOR GRAPE (00 STEEL *4 BAR (TABLE
-LAP SPLICE LENGTH -TENSION = 3o INCHES
-TENSION DEVELOPMENT LENGTH FOR STRAIGHT BAR - 23 INCHES
-TENSION DEVELOPMENT LENGTH FOR 00-DEGREE AND I80-DEGREE WITH NOT
LESS THAN 2.ri INCHES OF 51PE GOVER PERPENDICULAR TO PLANE OF HOOK AND
00-12E91ZEE STANDARD HOOKS WITH NOT LE55 THAN 2 INCHES OF GOVER ON THE
BAR EXTENSION 15EYONP HOOK = 0 INCHES
-TENSION PeVELOPMENT LENGTH FOR BAR WITH 00-DEGREE AND ISo DEGREE
STANDARD HOOK HAVING L E!66 COVER THAN REQUIRED ABOVE = 12 INCHES.
PAMPPROOFING (IRG R40(o):
FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR 5PACE5 AND FLOORS
BELOW GRADE SHALL BE PAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED
GRADE. CONCRETE WALLS SHALL BE PAMPPROOFEP BY APPLYING ANY ONE OF THE
MATERIALS LISTED 1N R 406,•1 & R406.2
SMOKE ALARMS (R314
ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH ULZI7 AND 05TALLEP IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE ANP THE HOUSEHOLD FIRE WARNING
EQUIPMENT PROVISIONS OF NFPA 72. SMOKE ALARMS SHALL BE IIOV INTERCONNECTED
WITH BATTERY BACK-UP.
FIREBLOCKING: SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS AND TO
FORM AN EFFEGTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND
ROOF SPA(--E• INSTALL PER IRC 302•II
FA5TENER5 IN PRESERVATIVE TREATED WOOD (RN7.3.I FASTENER5, INCLUDING NUTS
AND WASHERS, FOR PRESERVATIVE TREATED WOOF SHALL BE HOT DIPPED ZING -COATED,
GALVANIZED STEEL, 5TAINLES5 STEEL, SILICON BRONZE OR COPPER.
DRIP EDGE (IRO R00rp.2.8.5): A DRIP EDGE SHALL BE PROVIDED AT EAVE5 AND GABLES OF
ASHPALT 5HIN9L.E ROOFS AND SHALL EXTEND 15 INCHES BELOW SHEATHING AND 2" UP
ROOF DECK
ta
0
5L
�N
51TE PLAN- 0HRI5TEN5EN RE5IDENGE
SCOPE OF WORK:
CONSTRUCT NEW 33(o S.F.
ATTACHED GARAGE
PROPERTY INFORMATION: IMPERVIOUS SURFACE COVERAGE: HEIGHT CALCULATION:
PARCEL s�: 00(o03400001000
ADDRESS:
10804 815T PL W EPMONPS
ZONING: RS-S
LOT AREA: 0,712 5•F•
SETBACKS:
FRONT: 20'
REAR: 10'
SIDEYARP: 7.r2'
MAX. HT: 25'
LOT COVERAGE: 35%
PARKING 5PACE5: 2
or ' O.H. +
000
5TAIR5 & WALK-O.H.
134
GARAGE + (o OF 2 O.H.
340
DRIVE (- O.N.)
277
TOTAL
2271
LOT AREA
8712
IMPERVIOUS COVERAGE
A
384.3
B
381.3
C
37vR
P
382.5
AVERAGE FINISH GRADE
381.0
MAX. HEIGHT- ALLOWEV: 3860 +G�j
40".0'
ACTUAL HIGHEST RIDGE:
20•75' = 402.05'
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GVi�ii&VOOOIN—I nA,90R iS RESiz'G i 403i6L2:
FOR EROSION (;ON Rn1, Nn DRAINAGE
Applicant shall repair/replace all damage to
i utilities or frontage improvements in City
right -of -Way per City standards that Is caused
or occurs during the permitted project.
LEGAL PE5CRIPTION:
VALLEY HI 15LK 006P P-00 - LOT 10
�► i�icru �u OR iS r;ESPONS)IBLE
('OR EROSION i;UIN-M-10L AND DRWN'Ar--`E
OWK40 GTGA R4ESPONS191-E
M LOCATING ALL ON -SITE UTILITIES.
AELACATIOWREVISKON TO AW UTILITYS
MAY AEA 6EP149ATE PERIVIRL
1. .
f—
uc
0
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SCALE: i"=lo'-o"
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
LOT UNE STAKES MUST
BE IN PLACE AT TIME OF
FOUNDATION INSPECTION
"Nothing in this t approval proom Shall be
itottarpretad as �or permitting the
maintenana of any currently emsting illegal,
noumfilemW or unpern it d building, structure
or site condition which is outside the scope of the
' N10MOOR, regardlese of whether such
D �AructUre or condition is shown on the
vat wing. Such building. structure or
ay maybe the subject of a Separate
en'ioroement action."
9 • •,1 , • 1
Cone CornerFlag
Setbacks
Required
Actual
Front
Q
t7
Sides
S
Rear
�`?,
►� = '
Other
Bei t__
� �q a�c�, ac�'�fi� IesS 't-'►�a-, 25�
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IVA�
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK
ADDRESS j W
OWNER
APPROVED DATE: Z Zoi /r7
BLDG. OFFICIAL:
PERMIT NUMBER
VICINTIY MAP,
AREA GA ULATION -I
GARAGE: 33(0
SHEET INDEX
G
COVER-C>ENERAL NOTES
I
FOUNDATION PLAN
2
MAIN FLOOR PLAN
3
ROOF FRAMING
4
ELEVATIONS
5--
STRUCTURAL PETAIL5
CITY COPY
RECEIVED
OCT 2 3 2017
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PATE:
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SHEET #
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