APPROVED PLN ENG BLD-RESUB 2-BLD2022-1440+Architectural Plans-4.11.2023_7.28.58_AM+3475100TABLE R402.4.1.1
AIR BARRIER AND INSULATION INSTALLATION
COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa
General Requirements A continuous air barrier shall be installed in Air -permeable insulation shall not be
the building envelope. used as a sealing material.
Exterior thermal envelope contains a
continuous air barrier.
Breaks or joints in the air barrier shall be
sealed.
Cavity insulation installation
All cavities in the thermal envelope
shall be filled with insulation. The
density of the insulation shall be at the
manufacturers' product
recommendation and said density shall
be maintained for all volume of each
cavity. Batt type insulation will show no
voids or gaps and maintain an even
density for the entire cavity. Batt
insulation shall be installed in the
recommended cavity depth. Where an
obstruction in the cavity due to
services, blocking, bracing or other
obstruction exists, the batt product will
be cut to fit the remaining depth of the
cavity. Where the batt is cut around
obstructions, loose fill insulation shall
be placed to fill any surface or
concealed voids, and at the
manufacturers' specified density.
Where faced batt is used, the
installation tabs must be stapled to the
face of the stud. There shall be no
compression to the batt at the edges of
the cavity due to inset stapling
installation tabs.
Insulation that upon installation readily
conforms to available space shall be
installed filling the entire cavity and
within the manufacturers' density
recommendation.
Ceiling/attic
The air barrier in any dropped ceiling/soffit
The insulation in any dropped
shall be aligned with the insulation and any
ceiling/soffit shall be aligned with the
gaps in the air barrier sealed.
air barrier
Access openings, drop down stair or knee
Batt insulation installed in attic roof
wall doors to unconditioned attic spaces
assemblies may be compressed at
shall be sealed.
exterior wall lines to allow for required
attic ventilation.
Walls
The junction of the foundation and sill plate
Cavities within corners and headers of
shall be sealed. The junction of the top
frame walls shall be insulated by
plate and top of exterior walls shall be
completely filling the cavity with a
sealed. Knee walls shall be sealed.
material having a thermal resistance of
R-3 per inch minimum.
Exterior thermal envelope insulation for
framed walls shall be installed in
substantial contact and continuous
alignment with the air barrier.
Windows, skylights and The space between window/doorjambs
doors and framing and skylights and framing shall
be sealed.
RE-26
SOUTH EDGE OF ALLEY
EXISTING FENCE
LINE OF ROOF _
OVERHANG
ft)UILPING
FOOTPRINT
AVERAGE GRADE @
ACCESSORY f�UILPING
AVERAGE GRADE @
'ROVED BY PLANNING EXISTING RESIDENCE
Q)tle-
Apr 26 2023
Zone RS-6
Corner
Flag _
Setbacks:
Required
Actual
Front
20'
21'
Side (E)
5'
5'
Side (W)
5'
38'
15'
15'
Rear
(Accessory)
15'
131811
Height
�5 I TE PLAN
=10-0
24,_O,1
GRAVEL
4'-15"
TABLE R402.4.1.1 (continued)
AIR BARRIER AND INSULATION INSTALLATION
COMPONENT
AIR BARRIER CRITERIAa
INSULATION CRITERIAa
Rim Joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors (including above
The air barrier shall be installed at any
Floor framing cavity insulation shall be
garage and cantilevered
exposed edge of insulation.
installed to maintain permanent contact
floors)
with the underside of subfloor decking
or floor framing cavity insulation shall
be permitted to be in contact with the
topside of sheathing or continuous
insulation installed on the underside of
floor framing and extend from the
bottom to the top of all perimeter floor
framing members.
Crawl space walls
Exposed earth in unvented crawl spaces
Where provided instead of floor
shall be covered with a Class I, black vapor
insulation, insulation shall be
retarder with overlapping joints taped.
permanently attached to the
crawlspace walls.
Shafts, penetrations
Duct shafts, utility penetrations, and flue
shafts opening to exterior or unconditioned
space shall be sealed.
Narrow cavities
Batts in narrow cavities shall be cut to
fit and installed to the correct density
without any voids or gaps or
compression, or narrow cavities shall
be filled by insulation that on
installation readily conforms to the
available cavity space.
Garage separation
Air sealing shall be provided between the
garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the
Recessed light fixtures installed in the
building thermal envelope shall be sealed
building thermal envelope shall be air
to the finished surface.
tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit
around wiring and plumbing in exterior
walls. There shall be no voids or gaps
or compression where cut to fit.
Insulation that on installation readily
conforms to available space shall
extend behind piping and wiring.
Shower/tub on exterior wall
The air barrier installed at exterior walls
Exterior walls adjacent to showers and
adjacent to showers and tubs shall
tubs shall be insulated.
separate the wall from the showers and
tubs.
Electrical/phone box on
The air barrier shall be installed behind
exterior wall
electrical or communication boxes or air
sealed boxes shall be installed.
HVAC register boots
HVAC supply and return register boots
shall be sealed to the subfloor, wall
covering or ceiling penetrated by the boot.
Concealed sprinklers
When required to be sealed, concealed fire
sprinklers shall only be sealed in a manner
that is recommended by the manufacturer.
Caulking or other adhesive sealants shall
not be used to fill voids between fire
sprinkler cover plates and walls or ceilings.
IC = insulation contact
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
2018 Washington State Energy Code 1 2018 Washington State Energy Code
SAN. MANHOLE RIM -
ALLEY ELEVATION=,95.01'
_ _ _ _ _ _ _ (+100 DATUM POINT)
- - 5' SEIJ�ACr\ FOR ACCESSORY
�! STRUCTURES (L I M I TEP TO (v0ol
SF AND 15' HEIGHT).
- -15' REAR YARD SETBACK 15' _I
+IDDZq' HEIGHT LIMIT TYPICAL, (25'
- - -32 EXIST- HEIGHT LIMIT WHEN
SHED CONNECTED TO PRIMARY
REMOVED S
RE IPENOE)
III i � I
NEW I I
ACCESSORY
I
STRUCTURE
SF
w I +102.A�I 32'-I-IOD.51'I W
Q
°-� I N 4'X4' GONG. �
LLI STOOP m
0
+I
EXISTING
SINGLE
FAMILY
RESIDENCE
I
I
oI
5' WIDE 10
-D GONG. ; I N
S IPEWALK
�I
�+100.54'MUPROOM ADDITION Tq
EXISTING RESIDENCE 1 I °,
RE-27
City
Of Edmonds
Building Department
-ork GARAGE ADDITON, MULTIPURPOSE RM,
MUDROOM
ddress
611 ALDER ST
caner
OLSEN
kpproved Date
04/18/2023
LuildingOfficial
termit Number
BLD2022-1440
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
LL WORK SUBJECT
- IL -� (6UILDIN6 FOOTPRINT I � v TO FIELD
o �N'��� DER, -,ANC I I INSPECTION FOR
'L_ EX16T. p°�" & I CODE COMPLIANCE
MIAROGiv1 REMOVED �
exisrwO
PENGE
APPROVED
PLANS MUST BE
T T� ON JOB SITE
El
ZD' FRONT YARD r SEPARATE PLUMBING PERMIT
SET�AGK I REQUIRED FOR THIS PROJECT.
If mounted on the ground and located within a required setback area, the 4
I height of any heat pump and supporting pad must be less than 36 inches tall I
(original grade to top of heat pump). If mounted on an exterior wall and located Noise generated by mechanical
equipment must meet the ENGINEERING DIVISION
within a required setback area, a heat pump cannot project more than 30 APPROVED AS NOTED
inches into the required setback area. standards in ECC 5.30
�D.OA�' S 55� 44" 57'" E VV
��� W��,e 04/19/2023
5' SIDEWALK
ALPER STREET
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.
I
ENERGY NOTES
1. PROJECT TO COMPLY WITH PRESCRIPTIVE REQUIREMENTS OF
THE 1-0I5 WASHINGTON STATE ENERGY COPE RESIPENTIAL
PROVISIONS, CLIMATE ZONE 46.
2. FENESTRATION MAXIMUM U-VALUE =030 (EXCLUDES SKYLIGHTS),
DETERMINED IN ACCORDANCE WITH NFRC TEST PROCEPURE-
3. SKYLIGHT U-VALUE SHALL t�)E 0.50 OR LESS.
4- CEILINGS SHALL f5E INSULATED TO MINIMUM R4'3. FOR SINGLE
JOIST RAFTER OR JOIST VAULTED CEILINGS THE INSULATION
MAY f5E REDUCED TO R35 IF THE FULL INSULATION DEPTH
EXTENDS OVER THE TOP PLATE OF THE WALL.
5. Af5OVE GRADE WALLS SHALL f5E INSULATE% TO MINIMUM R21.
(o. f5ELOW GRADE WALLS SHALL F5E INSULATE% WITH R21 CAVITY
INSULATION PLUS A MINIMUM R5 THERMAL 15REAK 15ETWEEN THE
6LAf5 AND THE f5A6EMENT WALL.
7. HEADERS SHALL 15E INSULATED TO MINIMUM RID.
5- FLOORS SHALL f5E INSULATEP TO A MINIMUM R30. INSULATION
SHALL 15E INSTALLED TO MAINTAIN PERMANENT CONTACT WITH
THE UNDERSIDE OF THE 6UJ5FLO0R PECKING- INSULATION
SUPPORTS SHALL f�E SPACED NO MORE THAN 2-4" O.G.
�5. f5UILPING THERMAL ENVELOPE INSTALLATION PER TAf5LE
R402.4d d
10. RECESSED LUMINAIRES INSTALLED IN THE FUILPING ENVELOPE
SHALL f5E IC RATED AND CERTIFIED UNDER ASTM E253 AND
HAVE AN AIR LEAKAGE RATE NO MORE THAN 2.0 CFM LEAKAGE
@ 75 PA AND SHALL HAVE A LAi5EL ATTACHED SHOWING
COMPLIANCE WITH THIS TEST METHOD. ALL RECESSED
LUMINAIRES SHALL f5E SEALED WITH A GASKET OR CAULK
f5ETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING
COVERING.
11. PROVIDE MECHANICAL VENTILATION PER SECTION R403.(o.
PROVIDE SOURCE SPECIFIC INTERMITTENTLY OPERATING
VENTILATION IN f5ATHROOM. EXHAUST AIR SHALL VENT DIRECTLY
TO THE EXTERIOR PER M 1501.1 & M 150(ol2
I2. EXTERIOR WALL CAVITIES EXPOSED DURING CONSTRUCTION
SHALL J5E FULLY INSULATED TO THE LEVELS OF THE
SURROUNDING COMPONENT, (ZX4 FRAMING R15, ZX(o FRAMING R21).
I3. ALL EXTERIOR DOORS SHALL t5E WEATHERSTR I PPEP-
14. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED
SPACES SHALL 15E. WEATHERSTRIPPEP AND INSULATEP TO A
LEVEL EQUIVALENT TO THE INSULATION ON SURROUNDING
SURFACES PER SECTION R402.2 4.
15. MECHANICAL SYSTEM PER SECTION R403.
1(o. PROVIDE AT LEAST ONE PRO0RAMMAf5LE THERMOSTAT FOR
EACH SEPARATE HEATING AND COOLING SYSTEM PER SECTION
R�O3-I-I-
17. MECHANICAL PUOT INSULATION PER SECTION R403.3 AND PIPING
INSULATION PER R403?A-
15. SERVICE HOT WATER SYSTEMS PER R403.5
143. ELECTRICAL POWER AND LIGHTING PER SECTION R404. NOT
LESS THAN '3D%OF LAMPS IN PERMANENTLY INSTALLED
LIGHTING FIXTURES SHALL f5E HIGH EFFICACY LAMPS.
20. TESTING: VERIFY i5LOWER POOR TESTING REQUIREMENT WITH
THE i5UILPIN0 OFFICIAL. NOTE SECTION R402.4.1.2 EXCEPTION #1
& #2.
21. ADDITIONAL ENERGY EFFICIENCY REQUIREMENT: ADDITIONS LESS
THAN OR EQUAL TO 5006F, 1.5 CREDITS REQUIRED, 2.5 @REFITS
PROVIPEP.
FUEL NORMALIZATION CREDIT, SYSTEM TYPE 4, HEATING
SYSTEM t5A6EP ON ELECTRIC RES I STANCE WITH A DUCTLESS
MIN -SPLIT HEAT PUMP SYSTEM IN ACCORDANCE WITH SECTION
R403.7.1 INCLUDING THE EXCEPTION. (.5 @REFITS).
OPTION 3.(a HIGH EFF I C I ENOY HVAC EQUIPMENT. DUCTLESS
SPLIT SYSTEM HEAT PUMP WITH NO ELECTRIC RES I STANCE IN
THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM
WITH A MINIMUM HSPF OF 10 SHALL f�E SIZED AND INSTALLED
TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN
OUTDOOR AIR TEMPERATURE.
A. AN ALTERNATE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5
WATTS/SF (EQUIVALENT) OF HEATED FLOOR AREA OR 500
WATTS, WHICHEVER IS fNOOER, MAY f5E INSTALLED IN THE
DWELLING. (2 @REFITS).
�5TORMWATER NARRATIVE
PROJECT ENTAILS THE ADP I T I ON OF 1994 SF NEW /REPLACEP
IMPERVIOUS AREA. FOOTING DRAINS AND ROOF DOWNSPOUTS TO
CONNECT TO NEW PRY WELL. MAINTAIN BEST MANAGEMENT
PRACTICES (AMP) AS OUTLINEP IN CURRENT VERSION OF WASHINGTON
STATE DEPARTMENT OF ECOLOGY STORM -WATER MANAGEMENT
MANUAL FOR WESTERN WASHINGTON. EXCAVATION MATERIALS (APPROX.
40 CY) TO f�E REMOVED TO APPROVED DISPOSAL SITE. RESEED
DISTURBED SOILS AT COMPLETION OF PROJECT -
PROJECT N OTE5
PROJECT NAME-
OLSEN RESIDENCE: ACCESSORY
f5UILDING & RESIDENTIAL ADDITION
PROJECT ADDRESS:
(oII ALPER ST.
EPMONP6 WA '35020
PROJECT DESCRIPTION:
CONSTRUCT A ONE STORY
ACCESSORY f�UILPING HOUSING A
GARAGE AND MULTIPURPOSE ROOM
AND A MUPROOM APP I T I ON TO THE
EXISTING SINGLE FAMILY RESIPENCE-
PROJECT OWNER:
PAVE & MARGARET OLSEN
72-4 CEDAR ST.
EPMONPS WA J5020
ARCHITECT-
MARK PARKER ARCHITECTS PLLC
2521 ELLIS ST.
J�)ELLINGHAM, WA '35225
ZD�O.5q7.7�33
CONTRACTOR-
ICELANDIC CONSTRUCTION
PO SOX 3305I
SEATTLE WA �5133
ZD�v.753.�00�2
PARCEL NUMBER:
DOA3A20�503500
LEGAL DESCRIPTION:
CITY OF EPMONPS ELK 095
P-00-ALL LOTS
ZONING:
R6-6
LOT SIZE:
9554 SF
LOT COVERAGE:
2357 SF (Z4%)
HEIGHT LIMIT:
15-0" @ ACCESSORY J�)UILPING
25-0" @ RESIDENCE
NEW/REPLACE% IMPERVIOUS AREA
DRIVEWAY: 711 SF
ROOFS W/OVERHANG TZ23 SF
(DRAINS TO PRYWELL)
HARP SURFACES: 44 SF
TOTAL NEW/REPLA6ED:1'3�4 SF
113�4/13554=20%
CONSTRUCTION TYPE: V-f�
OCCUPANCY GROUP: R3-61 NGLE FAMILY RESIPENTIAL
U-PRIVATE GARAGE
t�)UILPING AREAS
GARAGE 325 SF
MULTIPURPOSE AREA- 437 SF
TOTAL ACCESSORY f5UILPINO- 5,3(0 SF GROSS
EX161TINO RESIDENCE: 1275 SF
MUPROOM APPITION: 50 SF
TOTAL RESIDENCE: 1355 SF GROSS
GENERAL NOTE
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL
CONFORM TO THE DRAWINGS, SPEC I F I GAT I ONS, AND THE
INTERNATIONAL 15UILPIN0 COPE (IRC) 2-0I5 APPITION, UNIFORM
PLUMINNG COPE (UPC) 2-0I5 ADDITION, UNIFORM FIRE COPE (UFC)
2-0I5 APPITION, NATIONAL ELECTRIC COPE (NEC) 2015 ADDITION AND
STATE & LOCAL AMENDMENTS.
2. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, MEMF5ER
SIZES AND CONDITIONS PRIOR TO CONSTRUCTION.
3. PO NOT SCALE DRAWINGS.
4. ALL DIMENSIONS TO FACE OF STUD OR FACE OF CONCRETE
UNLESS NOTED OTHERWISE.
5- CONTRACTOR SHALL PROVIDE ALL TEMPORARY f5RAOING AND f5E
RE6P0N6It5LE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES AND SEQUENCES REQUIRE FOR COMPLETION OF THE
WORK.
6- DURING CONSTRUCTION PROVIDE & MAINTAIN FIRE EXTINGUISHERS
AS REQUIRED PER LOCAL FIRE DEPARTMENT.
7. PRAW I NGS I NP I LATE GENERAL AND TYPICAL PETA I LS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
NP I CATEP f5UT ARE OF S 1 M I LAR CHARACTER TO PETA I L SHOWN,
S 1 M I LAR PETA I L OF CONSTRUCTION SHALL f5E USED, SUBJECT TO
REVIEW AND APPROVAL 15Y THE ARCHITECT.
5. MAINTAIN (" MINIMUM SEPARATION BETWEEN FINISHED GRADE &
UNTREATED MATERIALS.
'3. FINISH GRADE SHALL SLOPE AWAY FROM THE f5UILDING TOWARD
DRAINAGE FACILITIES. SLOPE ALL PECKS WALKS AND PATIOS, - "
PER FOOT AWAY FROM f5UILPING.
ID. ALL LUMf5ER MUST 15EAR A GRADING STAMP.
II- ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL 15E
PRESSURE TREATED. ALL EXPOSED METAL SHALL f5E PAINTED,
GALVANIZED, OR NONFERROUS.
12. SMOKE ALARMS SHALL COMPLY W/NFPA 72 & LISTED W/UL217.
0OMf5INATION ALARMS SHALL f5E L16TEP W/UL 217 & UL2Z 34.
ALARMS SHALL f5E INTERCONNECTEP- ALARMS SHALL 15E
HARD -WIRED WITH t5ATTERY 15ACKUP.
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CITY APPROVAL STAMP
RESUB
Apr 11 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3/30/2022
A 1
GRADE
@
2 —/v4
1 1/
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2—Iq.
- TOP OF WALL
@
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6IMP60N STHD14
HOLD DOWN
5/5" X 10" ANCHOR
t5OLT6 @ 45" O.G. MAX.
MINIMUM (Z) PER SILL &
WITHIN IZ'" FROM SILL
END.
TYP. CONTROL JOINT
5 —�2
— — — — — —-----------�
GRADE
TOP OF WALL @ IOM6 @
+IOO.Zq�
TOP OF 6LA5
+IOI.q6
TYP_ CONTROL JOINT
� � I
Q 3
�m I
FLOCK OUT FOR
+ MAN DOOR TYP.
3 i TOP OF WALL @ 101.46
GRADE @
+100.51
GRADE @
3 3 3
NORTH TOP OF WALL @
A66D5�50RY F5U I LPI N G ff OUNPAT I ON PLAN
NORTH
4XIODF 2----
(Z)TRIMMERS & (2)KING
STUDS W/ 6IMP6
0N
M6TA36 TOP PLATE
TO HEADER TO
TRIMMER, EA_ SIDE OF
OPEN ING,OPPOSITE
SIDE OF SHEATHING
TYP I GAL EXTER I OR
WALL-7/I(o" 06f5
OR 15/32" PLY ON ONE SIDE
OF WALL, UNLOCKED, 5 d
NAILS @ (" O.G_ ALONG
EDGES, 1 Z" O.C. IN FIELD_
ZX(" @ 1(0" O.G. WOOD
FRAMING
FUTURE SEAR I NG
WALL- ZX(o @ 16„
O.G.
TYPICAL HEADER o
4X5 DF #2 x
PROVIDE CONTINUOUS TOP 4
PLATE ABOVE ALL DOOR 3
AND WINDOW OPENINGS
2-X4 @ 2-4" O.G.
OUTRIGGERS
TYPICAL
810
N
U
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1 /2"' CDX ROOF
SHEATHING
LD I N G R00ff ffRAM I N G PLAN
SYMBOL LEGEND
SMOKE/CARBON DETECTOR
EXHAUST FAN
H HOSE f5I f5
DSO DOWN SPOUT TO TIGHT LINE
ELECTRIC, VEHICLE REGEPTAGLE
WALL LEGEND
TYPICAL EXTERIOR WALL CONSTRUCTION
• WOOD SIDING PER ELEVATIONS
• J51JILDING PAPER
• WALL SHEATHING
• R21 F5ATT INSULATION (NOT REQUIRED
PER GORE @ GARAGE & MUDROOM)
• ZX(O @ I(0" O.G. WOOD STUDS
• 1 /2/, GYP. ft)D.
TYPICAL DIMISING WALL CONSTRUCTION
• 1/2// GYP_ f�>D. f5OTH SIDES
• R21 GATT INSULATION
• ZX(O @ 16" O.G. WOOD STUDS
INTERIOR WALL CONSTRUCTION
• 1 /2"' GYP. 1:51?. BOTH S 1 DES, GREEN OR
CEMENT f5OARD @ DAMP LOCATIONS
• U4 @ Ilo" O_C_ WOOD STUDS (ZXIO @
GRAFT ROOM)
ELECTRIC VEHICLE INFRASTRUCTURE: PROVIDE A FULLY
WIRED CIRCUIT WITH A LEVEL Z OR LEVEL 3 ELEGTR I C
VEH I GLE GHARO I NG REGEPTAGLE OUTLET OR TERMINATION
POINT, INCLUDING CONDUIT AND WIRING AND THE ELEGTRIGAL
SERVICE CAPACITY NECESSARY TO SERVE THE REGEPTAGLE,
THAT ALLOWS FOR FUTURE INSTALLATION OF AN ELEGTR I GAL
VEHICLE CHARGING STATION_
> MINI -SPLIT CONDENSER SHALL itE 3' OR LESS IN HEIGHT IF
MOUNTED WITHIN REAR YARD SETBACK. I F OVER 3' IN
HEIGHT, CONDENSER SHALL f5E RE -LOCATED TO A LOCATION
WITHIN 15UILD-ABLE AREA.
-O x 7 -O
PROVIDE SHELF FOR
SUSPENDED WATER
HEATER. SEISM ICALLY -
STRAP W_H. TO WALL
FRAMING
GARAGE
UNHEATED 325 SF
FIRE RATED
PULL DOWN
ATTIC STAIRS
i
F N
I I I
A L J
�00N EN
ATHROOM
HEATED
G O
4,—O/, 4,-4„
ol
' 3 MULTI —PURPOSE
ROOM
2" HEATED 403 5F
ZX(o FRAMING @
GRAFT ROOM
°I
GRAFT
ROOM
HEATED 2q 5
20 MINUTE DOOR WITH SELF
CLOSER
15 GALLON ELECTRIC HOT WATER
(VERIFY SIZE W/MANUF.), INSTALL PER MANUF.
RECOMMENDATION & 2015 UPC, CHAPTER 5. HOT &
GOLD WATER PIPING INSULATED MINIMUM R3, & IN
ACCORDANCE WITH 2O15 UPC, SECTION
EXISTING SINGLE
FAMILY RESIDENCE
NORTH
ff LOOR PLAN
(D
DOOR FROM
HOUSE
REMAINS
EXISTING
PORCH,STAIRS,
& MUD ROOM
REMOVED
MIN16PLIT
HEAD
AJ5OVE
0
1
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MUDROOM
UNHEATED I 0 0
II
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0
2,_4„
5
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RESUB
Apr 21 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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10/18/22
PERMIT SUBMITTAL
3/30/23
PERMIT RE
-SUBMITTAL
CITY APPROVAL STAMP
4/21/2023
A2
ANCHOR BOLTS PER PLAN
P.T. MUDSILL
#4 BAR @ 2-4" EA. WAY.
2Xw P.T MUDS I LL 7— �
OVERHANG VENTED �LOGKING
OUT SCREENED HOLES
FOUNDATION PER f5AY
WALL
ALTERNATE LEG @ R10 RIGID INSULATION FOR METAL FLASHING
° FOOTING. (1) #4 WITHIN SLAf5
al
TOP (a OF WALL I° ° ZXZ P.T. NAILER RIO RIGID INSULATION
3 F
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(Z)#4 f5AR @ f5OTTOM ° ° Z,/ ° SIZE & REINFORCEMENT
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PIPE DRAIN
f=OUNDAT I ON PETAL
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IIIIII—III III-
FRAMING
SEE DETAIL I/A3 FOR ° ° I ° III=III �- CLIP @
EACH
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10/18/22
PERMIT SUBMITTAL
CITY APPROVAL STAMP
RESUB
Apr 11 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3/30/2022
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10/18/221PERMIT SUBMITTAL
CITY APPROVAL STAMP
RESUB
Apr 11 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3/30/2022
('A WALL
�5EOT I ON
STAIR NOTES:
RISERS: MAXIMUM RISER HEIGHT SHALL f5E NO GREATER THAN 7-3/4". VARIANCE f5ETWEEN RISER HEIGHT SHALL f5E NO GREATER THAN 3/8'" WITHIN A FLIGHT OF STAIRS_ RISERS SMALL 1�)E VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD Af5OVE AT AN ANGLE NO MORE THAN 30 DEGREES FROM
VERT I GAL. RISERS SHALL f�E SOLID OR LESS THAN 4".
TREADS: MINIMUM TREAD DEPTH SHALL t5E 10". VARIANCE i3ETWEEN TREAD DEPTH SHALL NOT EXCEED 3/8" WITHIN A FLIGHT OF STAIRS.
NOSING: THE RADIUS OF THE NOSING SHALL NOT f5E GREATER THAN NOSING PROJECTION SHALL NOT ft)E LEss THAN 3/4" AND NO MORE THAN 1-1/4," @ STAIRWAYS WITH SOLID RISERS. NOSING PROJECTION NOT REQUIRED WHEN THE TREAD DEPTH IS NOT LEss THAN II"
STAIR WALKING SURFACE: WALKING SURFACE SHALL f�E SLOPED NO GREATER THAN 2%.
HANDRAILS: HANDRAILS SHALL ft)E PROVIDED ON NOT LEss THAN ONE SIDE OF A CONTINUOUS RUN OF FOUR OR MORE RISERS. HANDRAILS SHALL f5E NOT LEss THAN 34" AND NOT MORE THAN 38" ABOVE THE TREAD NOSING. HANDRAILS SHALL f�E CONTINUOUS THE FULL FLIGHT OF STAIRS. HANDRAILS SHALL ft)E RETURNED OR
TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS_ HANDRAILS SHALL lt)E SPACED 1-1/2" BETWEEN THE WALL AND THE HANDRAIL_ HANDRAILS SHALL f5E SIZED NO LEss THAN 1-1/4" AND NO GREATER THAN 2"'.
ILLUMINATION: STAIRWAYS SHALL f5E PROVIDED WITH ILLUMINATION PER IRG SECTION R303.7
GUARD NOTES:
GUARDS_ GUARDS SHALL f�)E PROVIDED @ WALKING SURFACES 30" ABOVE ADJACENT GRADE. GUARDS SHALL f�)E MINIMUM 3/" IN HEIGHT. GUARDS ON THE OPEN SIDES OF STAIRS SHALL f�E NOT LEss THAN 34" IN HEIGHT. GUARDS SHALL NOT HAVE OPENINGS 4" OR GREATER. GUARDS ALONG THE OPEN SIDE OF STAIRS SHALL
NOT HAVE OPENINGS 4-3/8" OR GREATER_
STRUCTURAL NOTES
GORE REQUIREMENTS: All new design and construction shall conform to the requirements of the International residence code (IRO), 2015 edition.
RESIGN LOADS:In addition to the dead loads, the following were used for design:
Live Loads:
Roof: 25 psf (Snow)
Floor: 40 psf (Residential)
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FOUNDATION: Footings shall bear on firm, undisturbed earth at least 15" below adjacent finished grade. Footing depths and elevations shown on plans or in details are minimum and are for guidance only. Actual elevations of footings must be established by the Contractor
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INSPECTION: All concrete reinforcing shall be inspected and approved by the t5uiIding Department before pouring concrete. All GL beams shall be inspected by the 15uiIding Department prior to erection. Contractor shall coordinate with the t5uiIding Department for all
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f5uilding Department required inspections.
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Contractor shall be responsible for all safety precautions, and the methods, techniques, and sequences or procedures required to perform the work. Contractor shall provide bracing and shoring as required until all permanent connections and stiffenings have been
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Do not scale drawings. Use only written dimensions. Contractor shall verify dimensions and conditions for compatibility and shall notify Architect of any discrepancies prior to fabrication and construction.
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The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the Architect.
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Contractor —initiated changes shall be submitted in writing to the Architect prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement.
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CONCRETE: Concrete work shall conform to all requirements of Ii36 Chapter 1�9 and AGI 30I. Concrete shall attain a 2-5—day strength of f'c = 2,500 psi and mix shall contain not less than 5.5 sacks of cement per cubic yard and shall be proportioned to produce a slump of 5or
less
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REINFORCING STEEL: Al I reinforcing steel sha I I be in accordance with ASTM A615, Grade 40,(f y = 40,000 psi) for deformed bars and ASTM A-155,(fy = (05,000 psi) for smooth welded wire fabric (WWF), unless otherwise noted. WWF sha I I be in sheet form, ro I Is are not acceptable. 15ars i n
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slabs and footings shall be supported on well —cured concrete blocks or approved metal chairs as specified by the CRSI Manual of Standard Practice. Reinforcing steel shall be detailed in accordance with the AGI 315 and AGI 318. Lap all continuous reinforcement and corner
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bars 30 bar diameters or V-0" minimum. Lap adjacent mats of WWF . a minimum of 5" at sides and endsReinforcing steel shall have protection as follows:
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Footings & surfaces formed against earth ................... 3
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STEEL MATERIALS: Structural steel fabrication and erection shall be in accordance with the latest edition of AISC and ASTM specifications.
S t r u c t u r a l S t e e l...................................................................ASTM A 3(o, F y= 3(o k s i
St ructura I Stee I Pipe....................................ASTM A 53, Type E or S, Grade f5, Fy = 35 ks i
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S t r u c t u r a l bolts.................................................................ASTM A 307, G r a d e d
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Anchor bolts & Threaded rods................ASTM A 307, Grade G; or FI554, Grade 3�; or A3�
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We I d i In s h a I I be by WA150 c e r t i f i ed we I d e r s i n accordance wi th AWS PI] Rev. 0% wi th 1/5" f i I I et we I ds mi n imum.
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NON —SHRINK GROUT: Non —shrink grout shall be an approved non shrink cement itious grout containing natural aggregates delivered to the jobs ite in factory prepackaged containers requiring only the addition of water. Minimum 2-5—day compressive strength shall be 4000 psi.
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Grout sha I I be Master t5u i I der's "Master f I ow J28" or Si ko's "Si kaGrout Grout sha I I be mixed, app I i ed, and cured in strict accordance with the manufacturer's i nst ruct i ons.
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EXPANSION f5OLT6: Acce table drilled in concrete anchors of size number, and spacing as shown on the drawing, shall be as follows: Sim son 'Stron t5olt 2� Anchor.
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ADHESIVE ANCHORS: Acceptable adhesive anchors in concrete, of size, number, and spacing as shown on the drawing, shall be as follows: ASTM A307 threaded anchor rods with Simpson Anchoring Adhesive.
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SAWN STRUCTURAL LUMBER:
All structural lumber shall be seasoned lumber with a maximum moisture content of 0% and shall conform to the following minimum grades in accordance with WCL115 standard grading rules:
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Joists, Wal I Studs & Plates ..................... Hem —Fir #2 or better
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f5eams & Posts ................................. Doug—f i r #2 or better
AI I other I umber....................................Hem —Fi r #2 or better
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All wood framing details not shown otherwise shall be constructed to the minimum standards of the I136. Unless otherwise shown, use I156, Table Fastening Schedule. All nails shall be common. All nails in treated lumber shall be galvanized or stainless steel.
dolt heads and nuts bearing against wood to be provided with malleable iron washers except on sill plates use cut washers.
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All wood, including sheathing, bearing on or installed within I" of masonry or concrete or within (O" of earth to be treated with an approved preservative. All wood exposed to weather shall be treated with an approved preservative. Provide 2 layers of asphalt impregnated
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All new stud load —bearing walls, unless otherwise noted, shall be a minimum of 2 x 4 @ I/v" oc at interior walls, 2 x 6 @ 2_4" oc at exterior walls supporting roofs only, and 2 x /p @ 16(� oc at exterior walls supporting one floor. Provide double cripple stud at all wall o
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openings wider than Minimum header at door and window openings shall be (2) Zx(o. Solid blocking for wood posts shall be provided through floors to supports below. Provide continuous solid blocking at mid —height of all stud walls over 5'—O" in height. Minimum
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sill bolts to be 5/5" diameter anchor bolts at 32" o.c. with 7(� minimum embedment into concrete below.
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Solid blocking of not less than 2" nominal thickness shall be provided at ends and at all supports of joists and rafters.
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All metal framinganchors and connectors shall be "Stron Tie Connectors" as manufactured b Sim son Company. Al joists shall be connected to flush beams with "LUS" series joist hangers. Al double joists shall be connected to flush beams with "HUS" series joist
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hangers. All shims shall be seasoned, dried , and same grade as members connected.
Al I 4x beams and GL beams sha I I be supported by a minimum of (2) wa I I studs unless otherwise noted. Al I connectors at GL beams and posts sha I I be made by Simpson Company.
10/18/22
PERMIT SUBMITTAL
SHEATHING: Install all sheathing with face grain perpendicular to supports.
Roof sheathing sha I I be minimum I/2" APA Rated Sheathing, ' 410, Exposure 1, unblocked, with 5d @ (O" o.c. at supported edges and 5d @ 12"o.c. at interior supports.
FI oor sheathing sha I I be minimum 3/4-:� APA Rated Sheathing, 32/16, Exposure I, blocked, with 5d @ 6"o.c. at supported edges and 5d @ 12"o.c. at intermediate framing
Wa I I sheathing sha I I be minimum 1/2" APA Rated Sheathing, 2-410, Exposure 1. Minimum na i I i ng sha I I be 5d @ (o"o.c. at supported edges and 5d @ 12"o.c. at interior supports for al I sheathing.
LAMINATED STRAND LUMJ5ER (LSL) , LAMINATED VENEER LUM15ER (LVL) , PARALLEL STRAND LUM15ER (PSLj Each piece s h a I I bear a stamp noting the name and plant number of the manufacturer, the product name and grade, production date, species or species group (for LVL and PSL), evaluation
CITY APPROVAL STAMP
report number, and the inspection agency. All shall conform to the following minimum grades in accordance with evaluation report E3R4387:
LSL ................ F b = 2 325 psi , F v — 310 psi , E = 1,550,000 psi
LVL ................ F b = 2,(000 psi, F v — 255 psi, E = 1,�500,000 psi.
R E S U B
PSL ................ F b = 2,�900 psi, F v = 2'30 psi, E = 2,000,000 psi
Apr
11 2023
GLUE —LAMINATED LUMBER (GL� Sha I I be fabricated in conformance with ASTM and AITG standards in a city of Seatt le cert i f i ed p I ant. Each member sha I I bear an AITG i dent i f i cation mark and sha I I be accompanied by an AITG certificate of conformance. These certificates sha I I be
OF EDMONDS
DE EILOPMENTSERVICES
made ava i I ab I e to 15u i I d i n Inspectors. City t inspection i on i s required i red prior or to covering n glue —laminated ami nated members. AI I GL beams sha I I be Dou I as Fir Hem Fi r comb i not i ons conformi n to 2q�F-1.7E: Fb = 2,400 s i, Fv = IJO s i mi n imum. Camber all GL beams to 2,000 foot radius,
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DEPARTMENT
unless noted otherwise.
PREFAf5RI6ATED CONNECTOR PLATE WOOD ROOF TRUSSES: Shall be designed by the manufacturer in accordance with the "National Design Standard for Metal Plate Connected Wood Truss Construction, TPI —1), by the Truss Plate Institute, for the spans and conditions shown on the Plans.
Wood trusses shall utilize approved connector plates. Submit shop drawings and design calculations to the Owner/contractor for review prior to fabrication. Submitted documents shall bear the stamp and signature of a Professional Engineer registered in the state of
Washington and sha I I included al I items requ i red by I156 Sect ion 2303.4.1. Provide for shapes, bear i ng points, intersect ions, hips, va I I eys, etc shown on the drawings. Exact compos i t i on of spec i a I h i p, va I I ey, and i n t e r s e c t i on areas (use of g i r d e r t russes, jack t russes, etc.) 3/30/2022
shall be determined by the manufacturer unless specifically indicated on the Plans. Provide all truss to truss and truss to girder truss connection details and required connection materials. Provide for all temporary and permanent bracing and bridging.