APPROVED BLD-RESUB1 BLD2021-0451_Architectural_Plan_05-03-2021_17_45_30_ARCHITECTURAL_PLAN_(2018)_5.3.21 (1)(E)GONG. WALKWAY
FARKINCSTALL
LF-
----------
Kf_____________________
-----------
L
(E) 17'W GONG. DRIVEWAY-
(E)5:2 I—o II
w
2-4,4 TH 5�
(E) DEGK
I �
�I
I
(E) ROOF EAVE
II
I
(E) HOUSE FOOTPRINT
NEW 4'WX15'2" GONG WALK
(E)54 Ic0 II
(E)4I Icall
t
N
PROVIDE A MINIMUM OF 2-A:I O-B:C
FIRE EXTINGUISHERS AT AN APPROVED
LOCATION AND BE EASILY ACCESSIBLE.
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
E) I TE f=L N I
SCALE 1 " = 20.00' O IO 20 40
�
23s1hasw g
2361h StSW 216th St SW
236th 51 SW
-
3 t.Safewa
1alw:en n,
T.J. FRUITLANDAOLES
h
e+ }r Paza Hul
Lake Ballinger
",
'.I 5W
2401h Sr 1. u 240th St SW
3
m'a' 241st St 5W
Nile Shrine] StuGi
Gdl Club hl NB Te
m
Budaymn.�
3
ahr k
4ee
Irdale
�pp 3
2A2n0 St SW Y 8 242nd St SW G 7
Aquarium Ca -Op
U
F
S1.118ar&Gn11 YI Panela Bread
.NW.2051h.St-N.20511-51-.
YI
8621244th St SW, _. Rm- _ _'_�-• __-_ 14.205th St. --- LAk
-
Ballinger-Wag-..-.--_-------244th515'0'_--
244th 5t SWE6_,'__
Etlmonda, WA 9BO26 �
• -
Y 2n3rtl St
i N2-3-St
N;O^
8 N 02nd St the ...PM , N 203rd St
�q
z NW 201,151
AM
0
2
N 2010 P P y
3
q N]Oltl Sl
aT
MNWmnch x -
-N 200th51-- N 200th St z
N
4 Hoyrdo0 Catll he
z
�.-
Cemetery
Q N1991h St � I'
N133[h Sr �
2
f
N
NW 1961h St
p
w N 1961h 5t m N 198th St�;
I
WE 198th It
Flemlenlery V i
Z
'setnW
-
;�
HILLWOOD Oayc Im by Wyndham a
Ith It
N19511 St Seattle Au._ $ N1931hs
NE 1951h
S: y �
,E
mN194th
St NF 1941hY
WE 1951h Sr
Y
F
acx, ECHO LAKE I Ye
N 193rd
St NE 19±rG
4 w Z
N 1931E St
�, "r4. N 1931d A Elementary �4
sehaal
<
a ti
lunior�Hsyh 2 N 192nd St N 192nd St
Z
North §o -
-,.
NW 191, It
Schad s,
Z Shwtline
O' Elementary
z
N 1901h St N 190th S1
`
„ center
Park
NE 190[h 5t
as -
N I 89th Sr
ry
Z
o
Z
m a NIB81h 5r
Nimh
5z
NE lt9th St
beach Rd
N 188th R
NE 188th St
ry�t2tm0�ga ach Ra ❑unn Eumba 3
11IMh S1
�a�rn
LL z
s
N 195th 5t -� N I B5th St
NE 1851h St
NE 1851h St
Spim's P® &
'
N
13atn S1 Pasta - Shgml_. U
VMAP
NTS
OWNER
LULU DEREJE GETNET
8621 244TH ST SW, EDMONDS, WA 98026
SITE ADDRESS
8621 244TH ST SW,
EDMONDS, WA 98026
PARCEL ID #
00463303100203
LOT COVERAGE
LOT AREA
EXISTING BLDG. AREA
EXISTING DECK
IEel ly_\WTI VWTA1
1382.00 /
IMPERVIOUS AREA
X6101MF.0
EXISTING BLDG+ ROOF EAVES
EXISTING DRIVEWAY
EXISTING WALKWAY
NEW WALKWAY
TOTAL
3194.00 /
9,583.00
S.F.
1,292.00
S.F.
90.00
S
. F .
S.F.
1,382.00
S.F.
9583.00 =
14.4%
9,583.00 S.F
1,600.00 S.F
1,415.00 S.F
106.00 S.F
73.00 S.F
3,194.00 S.F.
9583.00 = 33.3%
City Of Edmonds
Building Department
Work REMODEL FOR AFH
Address 8621 244TH ST SW
------------------------------------
Owner LULU
-- ----------------------------
------------------------------
Approved Date 5/1 2021
Building Official , iZP//( j5loolffdMa
Permit Number
__ BLD2021.0451
t drafting
I I V I V I I Y Y V V
1921 76TH AVE SE LAKE STEVENS, WA 98258
2062407006 draftnw69amail.com
co
N
w�0
z��
I—
C1
L1J !!!�
C):::
IV
II
oNz
� O
=Q00
O �00w
C0
0`4
CID 00
I—
Cf)Q
~ cry
O
CN z
Q
�O
U
N�
O
�
oo
z
O
z
O
U
w
CD
Q
CZC/')
Q
(DO
O
CL)p
U
W
QW
0 co
�
�O
a-
CI- I —
Document date:
03.23.21
Document Phase:
FOR PERMIT
REVISION DUE TO COMMENT DATED 5/3/21
SHEET
RESUB AOOF A4
May 04 2021
CITY EDMONDS
21003
DEVELOPMENT
SERVICES
DEPARTMENT
=4 1
OAAOE CONVECTION TO 5
5ED 001�S FOB AN ADULT FA1� I L-r HO° ,IE
rap-00/kal Ha�aw-lmm.,
LULU DE ESE OETNET
a&2 244TH ST SVN/
EDMONDS/ VIA '�Ic5026
GENERAL NOTES
CODE
DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.)
FOUNDATIONS
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL
EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE.
CAST -IN -PLACE CONCRETE
F'c = 3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A
MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED.
TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MAXIMUM
SIZED AGGREGATES IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS,
ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE.
ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE %11 DIAMETER WITH
7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS
NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED
WITHIN 6 INCHES OF EACH END OF THE SILL PLATE.
CARPENTRY
ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION.
PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT
WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS
INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER I.R.C. SECTION
R319.3. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(1) & R802.10 OR I.B.C. TABLE 2304.9.1. ALL
STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
2x STUDS HEM -FIR #2------------------- Fb = 850 PSI
2x FLOOR & ROOF JOIST HEM -FIR #2------------------- Fb = 850 PSI
4x BEAMS DOUG-FIR/LARCH #2---------- Fb = 875 PSI
6x BEAMS DOUG-FIR/LARCH #2---------- Fb = 850 PSI
COLUMNS DOUG-FIR/LARCH #2---------- Fb = 875 PSI
LUMBER NOT NOTED DOUG-FIR/LARCH #2---------- Fb = 850 PSI
MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE FASTENED
TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR
BOLTS INTO CONCRETE SHALL BE 5/" DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS
NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN
ACCORDANCE WITH I.B.C. SCHEDULE. 16d COMMON NAIL DIAMETER - (0.162 INCH). LAMINATED STUDS
SHALL BE NAILED WITH (2) ROWS 16d COMMON NAILS @ 6" O.C.
FLOOR SHEATHING
SHEATHING SHALL BE %4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 4%4 WITH
LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON
NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE
JOINTS WITH AN APPROVED ADHESIVE.
ROOF SHEATHING
SHEATHING SHALL BE 7/6" A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION
ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS
AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
WALL SHEATHING
SHEATHING TO BE %6" A.P.A. RATED SHEATHING. SPAN RATING 24/. PANEL END JOINTS SHALL OCCUR AT
SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
REINFORCEMENT
fy = 40,000 PSI FOR #5 & SMALLER
fy = 60,000 PSI FOR #6 & LARGER
NOTE: ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO
CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL.
WALL NOTES:
NAIL SPACING
EDGES
STUDS
TOP/BOTTOM
PLATE
NEW 2X6 WALL
NAIL
SIZE
8d
6"
12"
6"
1. %6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.)
ON ONE SIDE OF WALL. NAILS SHALL BE 8d COMMON (0.131"
DIAMETER).
2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING. INSTALL
PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR
A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE
INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS
@ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS.
3. 5/" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A
MAXIMUM OF 24 INCHES ON CENTER. WASHERS TO BE GALVANIZED
OR STAINLESS STEEL.
4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING,
PLATE & NAILING ETC.
INDEX OF DRAWINGS
SHEET # DESCRIPTION
Al COVERSHEET
A2 EXISTING FLOOR PLAN AND PROPOSED FLOOR PLAN
A3 DETAILS & GRAB BARS NOTE
A4 EXISTING FRONT ELEV & PROPOSED FRONT ELEV & SECTION
t drafting
I I V I V I I Y Y V V
1921 76TH AVE SE LAKE STEVENS, WA 98258
2062407006 draftnw@gmail.com
co
N
w�0
z�00
V C J
3:
�J
(zqztvJ
III qzj- 0
oNz
O
�C'-'I�
�(_0o
O �COw
Q0
Q
v) W
Cf)
C )
C
CN z
Q
�O
U
N�
o
Q (�
MO
W W
N
fW
V
Q
C/')
Q C
CD o
700
CDp
U
W
�
QW
coo
�
0o
r2l—
Document date:
03.23.21
Document Phase:
FOR PERMIT
REVISION DUE TO COMMENT DATED 5/3/21
SHEET
RESUB A 1 OF A4
May 04 2021
CITY E 21003
DEVELOPMENT
SERVICES
DEPARTMENT
drafting
o x�
?�1
N
w
Q
m
w
LU
V
J
IL
w
LL
w
(E)44'-O"
---------------
1—./N I Z� I I INL7 L.001-1r N1—.1qlr%% T—L.CIO/COO/I`i;% 7 L= /115A IN
SCALE: 1 /4 1 1-0 (E)44'-O"
(E)4030 SLIDER
8' GLNG
Z DINING
8' GLNG
ME) LIVING
(E)5040 SLIDER (E)5040 SLIDER
(E)4030 SLIDER
X n�
100
GFM
0400
GFM
MAX
5' GLNG
(E) KITCHEN
K
32 "x60"
TUB/SHOWER
K�I
(E)
(E)
�< < < < < < < < < < < <
I
UP DN -7R
(E (E)
12' GLNG
ENM
PORCH
TWO STEPS TO GRADE
8' GLNG
Z BEDRM I
EGRESS
(E)5040 SLIDER
(E)5040 SLIDER
EGRESS
V GLNG
(W MSTR BEDRM
--------- O
N
w
Is.a.
5' GLNG
MEN BEDRM 2
EGRESS
(E)5040 SLIDER
EXISTING MAIN FLOOR PLAN NO C.-,HANGES
WILL NOT BE USED AS AN ADULT FAMILY HOME
►i
N
w
(E)22'- I I
WALL ABOVE
J L
GRAB BARS PER
(E) 6068 SGD/SG (E)4030 SLIDER WAG 51- 1-330 (E) 8040 SL I DER
8' GLNG
(E) lNETBAR
8' GLNG
(W LIVING
O GFM
O
I
II �
1
LI
36�&O "
ROLL -IN I
SHOWR? 1
L
E 3XTH CC E UTI
A
n
O
5' GLNG
NS-I
(E)BEDRM A
14-7 S.F.
3068
3065
(E)
O ®
(E)
< <
(E) E HALL
3065
Loc.
8'GLNG
%
Is
H�
0
i
$�
44)-
I
l L/
MECH
N
0
(E)5040 SLIDER (E)5040 SLIDER 4068 BP J
WALL ABOVE 8' GLNG
NS-1
(E)24'-O" BEDRM C
EGEND
EXISTING
REMOVED
NEW
NEW W/ R-21 INSUL
NOTE: FURRED WALL
TO ALLOW R-21
INSULATION
LEGEND
CARBON MONOXIDE
s Q
SMOKE ALARM
GFM O
FAN
(E)
EXISTING
X
A3
DETAIL BUG
(2)2X6 TYP
+52" SILL HT
EGRE55
INEE
5040 SLIDER
u=0`2�8 TYPE
U VALUE
V-O" WIDE X 4'-0" TALL
88 S.F. 3
F-1
A3
�5-GLNG
BEDRM B
82 S.F.
O
HALL
m ,v
�I
I
�I
1
+32" SILL HT I
EGRESS 11 I.
5040 SLIDER
U=0.20 I
4
A3
/71
E 10 -O
(E) POST TO REMAIN
5' GLNG
Is.a. NS-I
BEDRM D
1
Cl)
T
O m +52"
HT
(2)2x6, TYP U.N.O.
EXISTING
6ARA6E
HEADER TO
REMAIN
2'-6"
(E)20'-O''
(E) PARKING AREA
SCALE: 1/4" e 1'-0"
WSEC SECTION 101.5.2.5 REQUIRES ALL
EXISTING FRAMING CAVITIES WHICH ARE
EXPOSED DURING CONSTRUCTION MUST BE
FILLED TO THE FULL DEPTH WITH BATT
INSULATION OR INSULATION HAVING AN
EQUIVALENT R VALUE.
N
W
BMOI
4XIO DF2 HDR
W/ RIO INSUL
A
0 O U1
0)W
m
wm
+
4'-0"
1921 76TH AVE SE LAKE STEVENS, WA 98258
2062407006 draftnw@gmaii.com
� N
w�0
z��
V
L1J
C
LJLJ Q
oC",z
w
�0
J N
� (_0�
0
JOOw
m
Q0
�Z X
Llp W
1
m
-
`�
0
W
C ) CO
<t�
~ �
_v
<
Q
I�
�VJ
o
O C:)
w
c-,J z
Q �O
U N�
C) Q0 C)
00 1
4
I � v
Z
O
D LOWER FLOOR PLAN
FLOOR PLAN NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR
TO CONSTRUCTION.
2. ALL SHOWERHEADS AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15
GPM OR LESS
-ALL OTHERS SHALL BE RATED AT 1.0 GPM OR LESS
3. WINDOWS $ DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES.
4. EXTERIOR WALLS TO BE 2x6 STUDS (p 16" O.G. U.N.O.
5. INTERIOR WALLS TO BE 2x4 STUDS @ 16" O.G. U.N.O.
SMOiGE ALARM
ALL SMOKE ALARMS AND CARBON
MONOXIDE SHALL BE HARD W I RED
AND INTERCONNECTED AND WITH
BATTERY BACK UP
AREA SUMMAR)'
(E) LOWER FLOOR
814 S.F.
(E) MAIN FLOOR
12Q2 S.F.
(E) GARAGE CONVERTION
455 S.F.
TOTAL AREA:
j 255M S.F.
z
0
Cfy )'
�J
z
0
U
CAW
`J
Q
ry
Q
00
700
ry
�
Q�J
Q m
� 0
---
cl— I —
Document date:
03.23.21
Document Phase:
FOR PERMIT
REVISION DUE TO COMMENT DATED 5/3/21
SHEET I
A20F A4
RESUB
May 04 2021 r2100.3
CITY OF EDMONDS
DEPARTMENT
Q0
� N
2X PT LUMBER ® 24" O.G. MAX W O
RIPPED TO MATCH SLAB SLOPE,
R-5 R G I N ULA I N Z��
ON STEMWALLS UP TO a" MINIMUM DEPTH lY2 TREAT GUT �
EXPOSED HEIGHT SIDE WITH WOOD PRESERVATIVE W
INSULATE TALLER STEM 3/4" PLYWOOD SUBFLOOR ~
WALL WITH EXTERIOR OR Cn
INTERIOR OPTION LEVEL WITH MAIN FLOOR
a R-7.5 RIGID INSULATION _
W �
Cn
a
d
a d �NZ
° � 4 Q d
a 0
MIL VAPOR 2X4 PT SLEEPERS N
d EXISTING BARRIER ON TOP 24" O.G. MAX
d GARAGE SLAB OF SLAB. LAP 0 00 1
SPLICE 12" MIN.
AND RUN 6" MIN
i EXISTING UP THE SIDES
GARAGE
FOUNDATION
5UE3FLOOR D I REOTLY ON SLEEPERS
5GALE: NT5
,
,
,
Q0
' XI TI N X A W W L R EALL NO
' MATCHING EXISTING MATCHING EXISTING
R-21 INSULATION (FURRED EXIST. R-21 INSULATION (FUR D EXIST. IL
/� M
' WALL TO FIT R21 INSUL) WALL TO FIT R21 INSU IL) w
i
I/2"xb.5" SCREW ANCHORS 6" O.G. I/2"ANCHOR5 BOLTS 24" O.G. EMBED -I" MIN. INTO CURB.
Z Z MAX W/ 3"x3"x0.25" PLATE WASHER Z Z USE SCREW ANCHOR I TO SLAB WHERE CURB IS LESS n
i O 4X6 PT CURB Q THAN 1" TALL. USE S' "X0.25 PLATE WASHERS. V J
EXISTING GARAGE SL EXISTING GARAGE SLAB NEW GONG. CURB MI . 6" WIDE AND 6"
N O EXISTING GARAGE SLAB 13
LHIGH. MAX HEIGHT UAL TO EXISTING
' STEMWALL. INSUL PER OTHER DETAIL
d O Q
a ° d
i � /VA/VA/VA/VA\VA /VA/VA/VA/VA/VA/ 7
\
/\\ U N
d
EXISTING ARAGE SLAB U M
111
EXISTING GARAGE �� j� j\ j\\
/ / a / / EXISTING E
GARAG FOUNDATION FOUNDATION
PRE55URE TREATED OURS POURED CONCRETE OURS
Wood In Direct
Contact with
OURS OPTION @ 6ARA6E DOOR OPENN I NG
SCALE: NTS
EXISTING
TRUSS OR
FLOOR
FRAMING
concrete must be
pressure treated.
NEW 2-2X4 HF#2
\ TOP PLATE NAILED
TO 2X4 BLOCKING
OR EXIST. ROOF
TRUSS
NEW 2X4 HF#2 ------
INTERIOR WALL
U.N.O. W/ Y2" THK.
GWB BOTH SIDES.
TAPE TO FINISH TO
�"ATCH EXISTING
2X4 HF#2 SILL PLATE
NAILED W/ 2 16d COMMON
NAILS ® 24" O.G.
STAGGERED OVER
EXISTING 2X FLOOR JOIST
EXISTING SUB
FLOOR OR SLAB
EXI5TIN6 TOP PLATE
/ROOF BLOOKIN6 $
HARDWARE GL I PS OR
TIES TO REMAIN
EXI5TIN& FACIA
&UTTER
EXI5TIN& GARAGE WALL TO
REMAIN, ADD R21 INSUL.
FURR WALL TO FIT R21 IF
NEEDED.
■
■
■
...............
TYP I OAL INTERIOR !MALL DETAIL
5GALE: NTS
EXI5TIN6 ROOF
FRAMIN(7/5HEATHIN(5
HEADERS / ROOF BEAMS
TO REMAIN
R-411 BATT INSULATION N
BUFFER
4 G�i��e15E ROOO INSUL
SCALE: NTS
RESUB
May 04 2021
CITY OF EDMONDS
U
W
C
cz
In
W
0
Q
�C/)CC
Q C
CD O
-0O
Cl) rV
Cn �
O coQ
00
r 11--
Document date:
03.23.21
Document Phase:
FOR PERMIT
REVISION DUE TO COMMENT DATED 5/3/21
SHEET
A30F A4
2100,3
DEPARTMENT
EXISTINO FRONT ELE\/ATION
50ALE: 1/4" = 1'-0"
The energy credit claimed
(option 1.2) The U Value for
windows shall be U=.20
FROFOSED FRONT ELE\/ATION
50ALE: 1/4" = 1'-0"
ALARM SCHEDULE
2018 IRC SECTIONS R314 & R315
SYMBOL
DESCRIPTION
REQUIREMENTS
Smoke
*110 V interconnected w/ battery backup.
SA
Alarm
*Installed on each floor, in each sleeping area, and
outside each separate sleeping area. Installed not less than
3 ft from the door of a bath which contains a tub or shower
unless this prevents placement in a required location.
*Listed in accordance with UL 217 and to comply with NFPA 72.
Combination
*Installed on each floor, outside of each separate sleeping
SA CM
Smoke
area in the immediate vicinity of the bedrooms, and in a
Alarm &
bedroom that contains a gas fireplace in the bedroom or
Carbon
adjacent bathroom.
Monoxide
*Smoke alarm requirements per above.
Alarm
*Combination smoke & carbon monoxide alarms listed in
accordance with UL 217 & UL 2034.
PRESCRIPTIVE ENERGY CODE COMPLIANCE
This project will use the requirements of the Prescriptive Path below and
incorporate the minimum values listed. In addition, based on the size of the
structure, the appropriate number of additional credits are checked.
CLIMATE ZONE 5 AND MARINE 4
Fenestration U-Factor"
Skylight U-Factor"
Ceiling
Wood Frame Wall, h
Floor
Below Grade Wall, h
Slab dt R-Value & Depth
R-Valuea
U-Factor
n/a
0.30
n/a
0.50
49
0.026
21 int
0.056
30
0.029
10/15/21 int + 5TB
0.042
10, 2 ft
n/a
For single rafter-orjoist-vaulted ceilings, the insulation maybe reduced to R-38.
Table R402.1.1 footnotes included on Sheet Al.
Each dwelling unit in a residential building shall complywith sufficient options from Table
R406.2 so as to achieve the following minimum number of credits:
❑1. Small Dwelling Unit: 3.0 points
Dwelling units less than 1500 square feet in conditioned floor area with less than 300
square feet of fenestration area. Additions to existing building that are greater than 500
square feet of heated floor area but less than 1500 square feet.
❑2. Medium Dwelling Unit: 6.0 points
All dwelling units that are not included in #1 or#3.
❑3. Large Dwelling Unit: 7.0 points
Dwelling units exceeding 5000 square feet of conditioned floor area.
04. Additions less than 500 square feet: 1.5 credits
ENERGY CREDIT SUMMARY TABLES
Heating
Options
Fuel Nonnalization Descriptions
Credits
1
Combustion heating minimum NAECA
0.0
V
2
Heat pump
1.0
❑
3
Electric resistance heat only - furnace or zonal
-1.0
❑
4
DHP with zonal electric resistance per option 3.4
0.5
❑
5
All other heating systems
-1.0
❑
Energy
Options
Energy Credit Option Descriptions
Credits
1.1
Efficient Building Envelope
0.5
❑
1.2
Efficient Building Envelope
1.0
Z
1.3
Efficient Building Envelope
0.5
❑
1.4
lEfficient Building Envelope
1.0
❑
1.5
Efficient Building Envelope
2.0
❑
1.6
Efficient Building Envelope
3.0
❑
1.7
Efficient Building Envelope
0.5
❑
2.1
Air Leakage Control and Efficient Ventilation
0.5
❑
2.2
Air Leakage Control and Efficient Ventilation
1.0
❑
2.3
Air Leakage Control and Efficient Ventilation
1.5
❑
2.4
Air Leakage Control and Efficient Ventilation
2.0
❑
3.1
High Efficiency HVAC
1.0
❑
1cc
3.3
High Efficiency HVAC
1.5
❑
3.4
High Efficiency HVAC
1.5
❑
3.5
High Efficiency HVAC
1.5
❑
3.6
High Efficiency HVAC
2.0
❑
4.1
High Efficiency HVAC Distribution System
0.5
❑
4.2
High Efficiency HVAC Distribution System
1.0
❑
5.1
Efficient Water Heating
0.5
❑
1 e e
5.3
Efficient Water Heating
1.0
❑
5.4
Efficient Water Heating
1.5
❑
5.5
Efficient Water Heating
2.0
❑
5.6
Efficient Water Heating
2.5
❑
6.1
Renewable Electric Energy (3 credits max) I 0 '!*1200
kwh
❑
7.1
JAppliance Package
0.5
❑
Total Credits
1.5
WINDOW, SKYLIGHT & DOOR SCHEDULE
CONDITIONED FLOOR AREA: 453 SUM OF UA FOR HEATING SYSTEM SIZJNG:1 20.3
SUM OF ALL GLAZING AREAS FROM BELOW: 54
EXEMPT DOOR AND WINDOW
ROOM U-VAL QTY WIDTH HEIGHT AREA UA
HALL EXEMPT SWING DR (24 S.F. MAX) 0.48 1 1 3.00 1 6.68
EXEMPT WINDOW (15 S.F. MAX.)
SUM OF AREA AND UA FOR HEATING SYSTEM SIZE ONLY:
EXTERIOR DOORS (OPAQUE)
ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT
DOOR
DOOR
DOOR
SUM OF AREA AND UA:
AREA WEIGHTED U = UA/AREA:
VERTICAL GLAZING
ROOM
TYPE
DESCRIPTION U-VAL
QTY WIDTH HEIGHT
BEDRM B
CASE
0.20
1
3.00
4.50
BEDRM C
SLIDER
0.20
1
5.00
4.00
BEDRM D
SLIDER
1
0.20
1
5.00
4.00
SUM OF AREA AND UA:
AREA WEIGHTED U = UA/AREA:
OVERHEAD GLAZING
ROOM TYPE U-VAL QTY WIDTH HEIGHT
SKY LIGHT 1 0.50
SKY LIGHT 1 1 0.50
SUM OF AREA AND UA:
AREA WEIGHTED U = UA/AREA:
VERTICAL GLAZING IN UNHEATED SPACES
ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT
SUM OF VERTICAL GLAZING IN UNHEATED SPACES:
(not included in sum of all glazing above)
OVERHEAD GLAZING IN UNHEATED SPACES
ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT
SKY LIGHT
SKY LIGHT
SUM OF OVERHEAD GLAZING /N UNHEATED SPACES:
(not included in sum of all glazing above)
SIMPLE HEATING SYSTEM SIZE
20.04
9.62
0.00
0.00
20.0
9.6
AREA UA
0.00 0.00
0.00 0.00
0.00 0.00
0.0 0.0
0.00
AREA UA
13.50
2.70
20.00
4.00
20.00
4.00
53.50
10.70
0.20
AREA UA
0.00
0.00
0.00
0.00
0.00
0.00
This heating system sizing is based on the Prescriptive Requirements
of the 2018 Washington State Energy Code. This is for heating only. ACCA
procedures for sizing cooling systems should be used to determing cooling.
Indoor Design Temperature 70
Outdoor Design Temperature 24
Design Temperature Difference
Indoor - Outdoor Design Temp 46
Conditioned Floor Area 453
Conditioned Volume 3624
Glazing
Sum of UA from Glazing Schedule 20.3
Attic U-Factor X Area = UA
R-49 0.026 209 5.43
Other:
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area = UA
R-38 0.027
Other:
Above Grade Walls U-Factor X Area = UA
R-21 + R-10 HEADERS 0.056 432 24.19
Other:
Floors U-Factor X Area = UA
0.029
Other:
Other:
Below Grade Walls U-Factor X Area = UA
R-21 Interior 0.042
R-10 Continuous exterior 0.064
Other:
Slab Below Grade F-factor X Length = UA
R-5 Thermal brk sl edge 0.57
Other:
Slab on Grade F-factor X Length = UA
R-10 2' perimeter 0.54
R-10 Fully insulated 0.36
Other: R-7.5 0.27 22 5.94
Sum of UA 55.89
AREA
A
AREA
0.00
0.00
0.00
Envelope Heat Load 2571 Btu / Hour
Sum of UA X Design Temperature Difference
Air Leakage Heat Load 1800 Btu / Hour
((Volume X 0.6) X Design Outdoor Temp) X .018))
Building Design Heat Load F 437 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 1.1 4808 Btu / Hour
Use 1.1 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.1
Use 1 if ducts are located in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 1.4 6732 Btu / Hour
Use 1.4 for forced air furnace: Building & Duct Heat Loss x 1.4
Use 1.25 for heat pump: Building & Duct Heat Loss x 1.25
0.00
WHOLE -HOUSE MECHANICAL VENTILATION (PRESCRIPTIVE)
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE
WITH SECTIONS M1505.4.1 THROUGH M1505.4.4 (WASHINGTON STATE AMENDMENTS)
❑ WHOLE -HOUSE VENTILATION USING EXHAUST FANS (M1505.4.1.2)
❑ WHOLE -HOUSE VENTILATION USING SUPPLY FANS (M1505.4.1.3)
2 WHOLE -HOUSE VENTILATION SYSTEM, BALANCED (M1505.4.1.4)
❑ WHOLE -HOUSE VENTILATION USING FURNACE INTEGRATED SUPPLY (M1505.4.1.5)
MECHANICAL VENTILATION AIRFLOW RATE
PER EQUATION 15-1 (M1505.4.3) 34.53 CFM (CONTINUOUS)
VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (Ml505.4.3.1)
0 BALANCED & DISTRIBUTED (1.0 COEFFICIENT)
❑ BALANCED & NOT DISTRIBUTED (1.25 COEFFICIENT)
❑ NOT BALANCED & DISTRIBUTED (1.25 COEFFICIENT
❑ NOT BALANCED & NOT DISTRIBUTED (1.5 COEFFICIENT)
ADJUSTED MECHANICAL VENTILATION AIRFLOW RATE 34.53 CFM (CONTINUOUS)
INTERMITTENT OFF OPERATION (M1505.4.3.2)
RUN-TIME % IN EACH 4-HOUR SEGMENT
❑ 50 PERCENT
❑ 66 PERCEINT
❑ 75 PERCENT
❑ 100 PERCENT
INTERMITTENT FLOW RATE 44.ggg CFM
VAPOR RETARDER
FLOOR
❑ 4 MIL POLY
❑ FACE STAPLED BACKED BATTS
❑X PLYWOOD W/ EXT. GLUE
WALL
4 MIL POLY
❑ FACE STAPLED BACKED BATTS
❑X CLASS 2 PVA PRIMER
RIM JOIST
4 MIL POLY
�X FACE STAPLED BACKED BATTS
CLASS 2 PVA PRIMER
CEILING
❑4 MIL POLY
❑ FACE STAPLED BACKED BATTS
❑X CLASS 2 PVA PRIMER
BASE PVA PRIMER
'fans to use Benjamin Moor Super latex vapor barrier primer sealer 260, class II, rated at .5 perms.
Phis product is convenient, inexpensive and meets the code requirement for a class II vapor retarder
ALTERNATE PVA PRIMERS (to be chosesn by builder if necessary)
DIRECT PAINT SALES WASH INGTON PRO -GYP PERM PRIME
SHERWIN WILLIAMS INTERIOR LATEX PRIMER/FINISH MOISTURE VAPOR BARRIER
RODDA PAINT VAPOR SHIELD
BEN JAM IN MOORE SUPERS PEC LATEX VAPOR BARRIER PRIMERS EALER260
PSI PRIME -PERM VAPOR BARRIER
RESUB
May 04 2021
CITY OF EDMONDS
drafting
VV
1921 76TH AVE SE LAKE STEVENS, WA 98258
2062407006 droftnwC0)amoi1.com
Q0
� N
w�0
z(J-)co
w�<::1C
C7 �
w
w�
woC/')
o
o�lz
MQ0
1 00 �W
Q
C/') 00
I-
C/) Q
I
C/�
cal z
0
N
Q
00111
z
0
Ci')
w
z
0
U
fW
V
Q
IZ C/�
Q C
00
_00
CD
CI) �
0 m
Q
Q O
Cl- I -
Document date:
03.23.21
Document Phase:
FOR PERMIT
V REVISION DUE TO COMMENT DATED 5/3/21
p SHEET
A40F A4
R
21 003