APPROVED PLN_BLD-RESUB2 BLD2022-0387+ARCH PLANS+6.1.2022_10.40.01_AM+2903807Alterations Worksheet , 2018 Washington State Energy Code
Pood InkfWa 1'Qn Contact InkmaVon
The WSEC requirements for alterations are located in Chapter 5 of the code
Alterations remodels) do not need to obtain energy credits from TabJe R406.3
:::: :: ::::......::::::::::::::::::::::::::::::::::::•:•:•:•:•:•:•:•:•:•:•:::::::::::
Addltiens must meet the requimments for new construction. This includes nonconditioned spodl :
altered to become canditioned s ac ;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :
Will the vwaII cavities be exposed? :;:;::; ❑ 1{es .':'IM No
If yes:::: Exposed wall cavides must be insulated
2 X 4 gall studs require R-15 insulatioh :::::::::::: :::::::::::: :::::::::
::: 2 X 6 gall studs require R-21 insulation:,.:::::::::: :
100 # *] i ll A NIaLsM N
30M... Exposed rcoficeil ing a ssembl ies must be in 5 ulated , :::: ' :.: ' : ' :::::::::::::::::: :
Vaulted ceilings: Insulate to the full depth of the framing membe
whiJe allowing for the minimum 1" ventilated sp
::::: Install R,49 irysu lotion or what the attic space c
- accomm date based on the roof pitch
Will the floor framing -cavities be: VYes rXNo
If yes; Exposed floor cavities must be insulated to R-3
Are the windows andlor doors being replaced? 0Z Yee NO
it' : udas bolh window or door and frarrres
if yes, New windows and doors must have an area aweighlad average U-factor of !�0. ov
Will the #eating or cooling system be replace-d7 rr Y.s � t�
::: If ye 5:::: :::::::::: ' M1 New equl pment must meet current requirements and
ducts need to be tested
Will the hot water system be altered? Yes X No
If Yes: New water heating equipment must meet current code requirements
Are more than 50 % of the light fixtures being changed? ❑ Yes :::: Ig No
::: :::::: 90% of al I lamps must be high efficacy
. (L E D or OFQ
i
31-19H nfkark of Table R406.7
HeatlAg
Options
Fusel Noemallzatlon Descriptions
Credrts - select ONE User Notes
heating option
1
C-ornbustian heating minimum NAECA4
(M)
2
Heat pump,
1_0
❑
3
E lectrlt fesistance heat only -fumace or zonal
-1.0
❑
A
DHP wrth 2onal electric. resistance per option 3.4
O.S
n
5
Al I other heaiting systems
-1.0
❑
Enema
Credits - select
ONE
(*bons
Energy Credlt Option Descriptions
energy aption from
o
each
eategaryt
1.1
Efficient building Enaaeiope
D.S
❑
1.2
Efficient building Envelope
1_0
❑
1.3
Efficient building Envelope
O_S
❑
1..A
Efficient Building Envelope
1_0
❑
1..5
Efficlent Building Envelope
2_0
LX
1..5
Efficient building Envelope
3.0
❑
1.7
Efficient Building Envelope
❑
o_5
❑
I.1
Air Leakage Control and Efficient venDlaRlon
O_S
❑
2.2
Air Leakage Control and Efficient Vaenttilatlon
120
Li
2.3
Air Leakage Control and Efficient ventilaRlon
1.5
❑
2.4
Air Leakage Control and Effirlent VaenldlaRlon
❑
2_0
❑
2.1a
High Efficiency HVAC
1_0
❑
.1.2
High Eff lency liVAC
1_0
❑
3.3'
High Efficiency liVAC
1_S
❑
3.4
High EffticlencV MAC
1_S
❑
3.5
High Efficiency liVAC
1_S
❑
3.6'
High Efficiency livAC
❑
2.0
ID
4.1
High Efficiency liVAC DlStrlbutloan System
O-S
❑
4.2
High Efficiency livAC Distribution SysteFn
1.-D
❑
2018 Was i4ngtun State Erwrgy -Code - R-esidential
Prescriptive Energy Code Cxtm pliance for All Climate Zones in Washington
Single Fstmifw- New & Additinns ]effective February 1, 2921)
Su ternary of Table gWFp.2 (catrt)
Energy Credits -select ONE
Options Energy Credit Opt.on Descriptions (carrt_i enerev-op4lon from ltser Notes
each category
5.1d Efficient water Heating 0.5 ❑
5.2 Efficient water Heating IM 13
5.2 Efficlent water Heating 1.0 ._ .
5.4 Efficient water Heating 1.5 ❑
5.5 Efflclent water Heating .2.0 ❑
5.6 Efficient water Heating El j.S ❑
E. it Renewable Electric EnergyJ3 credits max) 1.0 0
71 Appliance package O.5 ❑
Tnrdi & [ 2.0 T L Ckar Ram
a. An alternative heating source sized at a maw murn of 0.5 W/O I equwaienq of treated fr our area or 500 W.
whkheveris hkigger, may be iinstalled In the dwelling unrt.
b. Equipment listed in Table CiW3.3.2(4) orCW3.3.215j
e. Equipment listed in table CO3.3.2(1) orCW3.3.212j
d. You Ca Mot select more Chan one Option from any catWry EXCEPT In eetWryr S. CtptlGan 5.1 may be cornbined
wlLh o,pllan& 52 through.5.6_ See Table 4116-3_
e. 1.0 credit foreadr l,IM kWh ofelertrirlaI generation provided annuallyr up to 3 credits max.
See the complete Table R406.2 for all requirements and optran descriptions.
r. Use the same radiohdtton in the upper right DF the second oolurm In de5e115dFadiohuttona in that$roup.
Please print only pages 1 through 3 of this worksheet for submission to your buildingofFioial_
udovr,i�1fg�I,bar:ai:
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icpiC n��: gq:.: . : . : .QO . : . : ._
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inpeot: ::::::::::::::::::::::::: Beighit
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Feex rjr_I- Feel :: :
1 -Sin4e Famiy 2016 WashinglDn Talc Energy fade-R
j
APPROVED BY PLANNING
Jun 09 2022
3 PI
41
eN
Y
34
Rai
00-
Mae
200th St SW
Q
202nd St SW 00
J
20304 87th
Avo VV
4
a
x o 207th PI SW
00
Main St
_ ab
N p S40 ro a
ell a o
APPROVED
199th 5t
PLANS MUST BE
00
� :E :*
ON JOB SITE
a
00
� < 201 St
LA
rD C C
:E : 202nd PI SW 1 City of Edmonds
203radStSW Building Department
Plans
APPR VED
O
TABLE OF.
CONTENTS
i]
Da
.,
�
w
aro
00 ao
4
COVER SHEET:
Pi VICINITY MAP, PROJECT INFO.,
ENERGY WORKSHEETS
P2 PLOT PLAN
ARCHITECTURAL:
Al ELEVATIONS
A2 BASEMENT FLOOR PLAN
A31ST FLOOR PLAN
A4 FOUNDATION 1ST FLOOR FRAMING PLAN
A5 ROOF FRAMING
A6 DETAILS
STRUCTURAL DRAWINGS:
S1-4 STRUCTURAL PLAN
212
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work ADDITION
------------------------------------------------
Address 20304 87TH AVE W
--------------
-------------
Owner MARKER
-------------------------------
Approved Date 06/09/2022
Building Official e, �� �I
Permit Number
bId2022-0387
---------------
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ar - - - - - - - - - - - - - - - - - - - �
ISEPARATE PLUMBING]
i PERMIT REQUIRED j
i FOR THIS PROJECT.
Bwus Ri3om:
022
: '
4
3
0
¢ :
. . .
::
Bonus Room:)An I Fixed
0-22
1
0
¢
5
¢
mb
_60
Bonus Room: )An I Fixed
0-22
4
3
0
2
6
::: mb
:::::6_69
Bonus Room: )in I Fixed
0-22
1
0
0
2
6
P
ROJECT
IN
FO
1. LEGAL DESCRIPTION: SIBON HEIGHTS 2 BLK 000 D-00 LOT 10
2. PARCEL NUMBER 00572400001000
'0
3. VICINITY MAP (SEE THIS PAGE).
'0
4. REMODELADDITION: 20304 87TH AVE W EDMONDS, WA. 98026
•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•_•.•.•.•.
. . . . . . .
. .
5. OWNER: CYNTHIA MARKER
. . .. . . . . . . .
=
_ :: : Siri�iricffi�fi[f:
13.
_
6. STRUCTURAL ENGINEER: MICHEAL MITCHELL MITCHELL ENGINEERING INC.
::::::Fkmm:::�_:::::::::::::
:::::
MITCHELLENGINEERINGINC@COMCAST.NET
:
7. BASEMENT = EX. LIV: 1052.07 SQ. FT.
IdViAeN4161 nip=
8. 1ST FLOOR: EX. LIVING 1232.00 SQ. FT. EX. GARAGE 153.33 SQ. FT. PROPOSED LIVING 423.36 SQ. FT.
C Frtp�itenl
....... : :: :: :: #ei9['if :. _ ::::::::::::::::::::::::::::::
PROPOSED GARAGE 397.92 SQ. FT.
Desdfi 'on
R.Df_ :: :: ::
::flit fieh Fie# Irvin"
9. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF.
bonus Room-
4
:::
::::: _
10. OCCUPANCY: GROUP R, DIVISION 3.
11. GLAZING U VALUE VERTICAL = .22U VALUE OR BETTER, OVERHEAD U VALUE =.50, CEILING R VALUE=R-49ADVANCED,
0
WALL R VALUE=21 int plus R-12 ci, FLOOR INSUATION R-38, SLAB R VALUE=R-10
12. THIS BUILDING IS TYPE VB.
13. COMPLY WITH IBC 2018', IRC 2018', IMC 2018', IFC 2018', UPC 2018, WSEC 2018.
14. ADDRESS NUMBERS (6" HEIGHT ON APPR. CONTRASTING BACKGROUND)
RESU B
�'A� Gra+l+la�
18.0
$
SHALL BE POSTED PLAINLY VISIBLE & LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY.
0 bl az rig : iOI V OAfArM:
0.50
Jun 01 2022
• • • • • • • =
15. PROVIDE FIRE ESTINGUISHERS PER IFC STANDARD 10-1.
CITY OF EDMONDS
# r *i �f }��
Total Sum of Fenes ra fion Area and V � JrF!+. �� ::::::::::
�y yy
- : � ��:41 • : • :.?�•_I#I
DEVELOPMENT SERVICES
DEPARTMENT
MAX HT: 295.95'
N
�9
ACT. HT: 289.10
cp
I'R01'05ED HT: 2 8.50'
❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ Ll Ll Ll
2
® J
J
15T FLOOR: 276.00'
GARA E 5LA13 HT: 275'
I
5TU
AVE. RAPE:270.95'
-------------------------------------------------------------------------------------- - --- - -- -- ----- - --- ---- - --- --- - --- --- - --- - ---------r----------------------------------------------------------------------------------------�- ------------------------------------------------------------------------------------------------------------------------- --- - ------------------- ----------------------------- ------------------- ------------ - - -
SCALE: 1/4" ="-O" N ��
I
--------------------------------------------------------------------------------------------------------------------------------------------------------------' EX. B SEMENT 5LAB: 267.00' ------------------------------------
O- H ---- ELE-VATION.
SCALE: 1/4" ="-O"
MAX HT: 295.95'
N
C9
ACT. HT: 289.16'
cQ
f'ROf'O5ED HT: 288.50'
N
RESUB
Jun 09 2022
CITY OF EDMONDS
41 DEVELOPMENT SERVICES
DEPARTMENT
N
❑❑❑❑❑
H
- W =
LLJ
H �
Z
U �
❑❑ ❑❑ ❑❑
STUDIO F '
AVE. GRADE- '
•
N �
x
Q
EX. B SEME T 5LA 6 0'
O
N
•• W
Q
WEST ELEVATION
0 T d
SCALE: 1/4" =1'-O"
SOUTH ELEVATION
Cl
SCALE: 1/4" =1'-O" U 0 Z
O O 2
N p
W
3.28.22
REVISIONS:
5.9.22
PRINTED:
5.9.22
171
OVERHANGS:
2'-0"
FACIA:
GABLES: 2X12 W/ 1X5
BELLY BAND: 2X12
I
I
I
I
I
I
I
NOTES
• RECESSED LIGHTING TO 5E IC RATED •MIN. HEADROOM CLEARANCE OF
7-6" IS KEQ'D IN ALL HA5ITAL SPACES, & 7-0" IS KEQ'D ELSEWHERE
•PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH
SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS:
1. AN OPENABLE AREA OF NOT LESS THEN 5.7 SQ.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" A50VE THE FINISH FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR
SUPPLY @ FURNACE
6. ALL WINDOWS & DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO
5E SEALED PER SEC. 402.4.3 (WSEC 2018)
ADDITIONAL PLUMBING REQUIREMENTS:
•MAIN BUILDING SHUT-OFF KEQ'D ON WATER SUPPLY LINE. *PRESSURE
REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE
•EXPAN51ON TANK KEQ'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK
RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE
SEISMICALLY ANCHORED OR STRAPPED @ POINTS WITHIN THE UPPER 1/3 &
LOWER 1/5 OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST 5E MAINTAINED A50VE THE CONTROLS W/ THE
STRAPPING •1" AIRGAP REQ'D ON DI5HWAH5HEK •ALL SHOWERS HEADS
TO 5E EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE
13I55 (En FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED
ANTI -SIPHON DEVICE INSTALLED • SOAKER & JETTED TUBS SHALL BE INSTALLED
& SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS
GARAGE WALL. IBC.
OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDU5TIRE5
IRC R314.3 SMOKE DETECTOR5 REQUIRED
THE 155UANCE OF TH15 PERMIT REQUIRES
INNERCONNECTED SMOKE DETECTORS WITH BATTERY
BACKUP IN THE FOLLOWING LOCATIONS:
•IN EACH SLEEPING ROOM
•OUTSIDE EACH SEPARATE 5LEEPING AREA IN THE
IMMEDIATE VICINITY OF THE 13EDROOM5
•ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BA5EMENT5 BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY
BELOW THE UPPER LEVEL.
Z�)Ut'iLt: 1/-+ = I -IJ
EX. LIVING: 1052.07 5Q. FT.
5YMBOL5
0 INDICATES 2X6 @ 16" O.C. STUD WALL
W/ R-21 plue r-16 ci INSUL. (EXT TYPE)
INDICATES EXISTING WALL
INDICATES NEW 2X4 @ 16" O.C.
---------- INDICATES INDICATES WALL TO 5E REMOVED
O 120V SMK PET W/BATT BACKUP
CAR50N MONOXIDE DETECTOR
PER IRC 315
7i 22"00" ATTIC ACCESS (30" MIN.
`-- VERT. CLEAR. WEATHERSTRIP &
INSUL. TO R-49 PER WSEC 502.1.4.4
• CFM FAN COMPLY WITH M1507, 2015 IRC
B
22
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
42'
14, 26
3181 31411 31411
31 Q11
------ �l ------------------------------------------------------
I
I
I
3' BLOCK WALL p1-4 P1-4
----- 30505. --------------- ---- ----------------------------------------
I ;
i DLTCH DOOR 5.G.
I I
I i i
I I i
I
INTERCONNECTED
HEAT RECTOR PER
R314.2.1& R314.4
i ' •
I i
I I
I I I -
�
O � O
O N� I ONE Co
I ��
j •
I I I I I I
------------� ! Dz `
m FKOF05ED ' o
!n
0 6' GARAGE n
Z----- ---------------- }-------------------i W n
Q _----- -----------=11-----_ --------------�-__
m OL
N 1-- 2X6 WALL @ 16"O.C. LU
IFP (NOT 1 HOUR) ! O
O i�0.(�
J OL W
II
FKOF05ED � di �o
a o [ONUS DOOM tc) Z Z
- -
� In N Csi
56" RAILING HEIGHT o 36" RAILING HEIGHT LO II
I � � IBC\ � . • I I
i i II
i 79" 6'3" j \ ' PIPE I,NSUiLiATED
co
PR SED
PR;IJPC�2.6
Lp 50 CFM 5A R OM
N V.T.O. °
c� ------
. • POP 5 D PECK T IR5QD to
0 • •
i N � 4' \
° ° \
.....................................
P1-4
I
I
L-------------------------i
I
I
I
I
I
I
I
I
EX. DECK
I
I
I
L
KITCHEN
BEDROOM
I�
L STAIRS
LIVING ROOM
-----------------
P1-4
6'
FL
CV
CV
I
I
I
I
NOTES
• RECESSED LIGHTING TO 5E IC RATED •MIN. HEADROOM CLEARANCE OF
746" IS KEQ'D IN ALL HA51TAL SPACES, & 7-0" IS KEQ'D ELSEWHERE
•PROVIDE ONE OPENAOLE ESCAPE WINDOW IN OASEMENT & IN EACH
SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS:
1. AN OPENAOLE AREA OF NOT LESS THEN 5.7 SQ.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" A50VE THE FINISH FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR
SUPPLY @ FURNACE
6. ALL WINDOWS & DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO
5E SEALED PER SEC. 402.4.3 (WSEC 2018)
ADDITIONAL PLUMBING REQUIREMENTS:
•MAIN BUILDING SHUT-OFF REQ'D ON WATER SUPPLY LINE. *PRESSURE
REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D OY CITY CODE
•EXPAN51ON TANK KEQ'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK
RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST OE
SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 &
LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST 5E MAINTAINED A50VE THE CONTROLS W/ THE
STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHEK •ALL SHOWERS HEADS
TO 5E EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE
131135 (En FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED
ANTI -SIPHON DEVICE INSTALLED • SOAKER & JETTED TUGS SHALL OE INSTALLED
& SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS
GARAGE WALL. IBC.
OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTIRES
IRC R314.3 SMOKE DETECTORS REQUIRED
THE 155UANCE OF TH15 PERMIT REQUIRES
INNERCONNECTED SMOKE DETECTORS WITH BATTERY
BACKUP IN THE FOLLOWING LOCATIONS:
•IN EACH SLEEPING ROOM
•OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS
•ON EACH ADDITIONAL STORY OF THE DWELLING,
INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR
DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN
INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY
BELOW THE UPPER LEVEL.
SYMBOLS
0 INDICATES 2X6 @ 16" O.C. STUD WALL
W/ R-21 plue r-16 ci INSUL. (EXT TYPE)
INDICATES EXISTING WALL
INDICATES NEW 2X4 @ 16" O.C.
--------- INDICATES WALL TO 5E REMOVED
O 120V SMK PET W/SATT BACKUP
CAR50N MONOXIDE DETECTOR
PER IRC 315
I I 22"00" ATTIC ACCESS (30" MIN.
`-- VERT. CLEAR. WEATHERSTRIP &
INSUL. TO R-49 PER WSEC 502.1.4.4
• CFM FAN COMPLY WITH M1507, 2015 IRC
I
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i
Zoe
EXISTING/HOUSE �--
I O
I
I
I
BATH ROO M
ENTRY
BEDROOM
A
N
1ST FLOOR
3.28.22
REVISIONS:
5.9.22
6.1.22
IPRINTED: I
6.1.22
SCALE: 1/4" =1'-O"
EX. LIVING: 1232.00 SQ. FT.
EX GARAGE: 155.55 5Q. FT
PROPOSED LIVING: 423.36 5Q. FT.
PROPOSED GARGE: 397.92 5Q. FT.
Jun 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IF A5-5UILT CONSTRUCTION
15 DIFFERENT THAN NOTED
OR SHOWN CONTACT OUR OFFICE
TYPICAL MUD-511-1- PT. 2X6 W/ 5/8" DIA X10"
ANCHOR BOLTS @ 24" O.C. W/ GALV.
3"X3"X1/4" PLATE WASHERS. WHERE JOIST
ARE HUNG FROM MUD -SILL PT. 3X RIPPED
TO STEM WALL WIDTH W/ COUNTER SINK
5/8" PIA X 10" ANCHO BOLTS @
24" O.C. GALV 3"X3"X1/4" PLATE WASHER
HDHB HOLDOWN PER
SECTION 9A HOLDOWN5 #1-4
I
I
MAX 3' RETAING
WALL 5Y OTHERS
2 q-
0
I
N
@ HOLDOWI
4 FLACE5
N5I
PER SITE
CONDITIONS
A
7 OR 8
52
14'8"
C
5
S2
or
3
S1
274"
E
-
-------------------------------
------------
-
4
51
----------------------- --------------------------------------------
#4
#5
5THD14KJ HOLDOWN #-
@ HOLDOWN5 #10 & 11
4" CONCRETE HAD
OVER GRALINALAR FILL
OVER 6MIL VAPOR BARRIER
15
5
N
-
di
N
�
3
2X10 @ 16" O.C.
REMOVED EXISTING OARAGE SLAB
AND ADD NEW FOUN ATION?
16 16
------------ 53
-------------i
2' R-10 RIDGED FOAM INSULATION
THERMAL BREAK
#7Ap-
- - - - - - - - - - - - - - - ----------------- -------- ------
#i0
15
i
_
O
r-
----
-----------------------
----------
-----------------
8'
12
EXISTING DECK TRUSSES
EXISTING CONCRETE
FOUNDATION VERIFY MUD -SILL
15 BOLTED TO CONCRETE
W/ ANCHOR BOLTS SPACED
NO MORE THAN 42" O.C.
--- ----------------------------------
13
EXISTING 2X
} EXISTING 5.0.0.
-- ----------------------
i
18
EXISTING 2X
EXISTING 5.O.G.
------ ----
------------------------------------------------------------ ------------------------------------- I 8"X16" FOOTING
B D
1
51
REV
51
ROOF VENTILATION CALCULATION
423.36 5Q. FT. ROOF = 1.41 4.03
500 .55 3
2 VENTS REQ'D/NOTE:
50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING
AF50 ROOF VENTS TO BE USED
® BEARING WALL
0 WOOD P05T BELOW
❑ WOOD P05T ABOVE
FLOOR JOIST REFER TO PLAN FOR SIZE
ROOF PITCH:
VERIFY EX. TO MATCH
ROOF OVERHANG:
SEE PLAN5
DENOTES OVERFRAME W/ 2X6
CRAWL SPACE VENTILATION
ASSUMED VENTS ARE MIN 15.5"X6" AND HAVE A NET FREE
VENTILATION AREA OF .48 50. FT.
TOTAL CRAWLSPACE AREA=425.56 5Q. FT./300 =
1.41 5Q. FT. OF NET VENTILATION KEQ'D.
1.41 5Q. FT. DIVIDED BY .48 = 3 VENTS
VENTS LOCATED IN THE RIM PER IKC K408.2
•APPROVAL OF THIS FOUNDATION DESIGN 15 CONDITIONAL SUBJECT
TO INSPECTION OF EXISTING SITE CONDITIONS.
•RETAINING WALLS MUST BE DE5IGNED & CONSTRUCTED TO RE515T
THE LATERAL PRE55URE OF THE RETAINED MATERIAL.
•PROVISIONS MUST BE MADE FOR THE CONTROL & DRAINAGE OF
SURFACE WATER AROUND BUILDING
RESUB
Jun 1
CT D N
DEPARTMENT
w
W=Lu
zZQ
O
3.28.22
REVISIONS:
5.9.22
6.1.22
IPRINTED: I
6.1.22
SCALE: 1/4" = 1'-0"
(2) 2XCOL
23
A
T
42'
54
14
1 TRIMMER
2
(1) KING STUD
21
TYPICAL HEADER
WALL
P1_q
_.(2} 4X8 DF #2
Y543'BLOCK
P1-4
3
-----
-
-
--------------
-------------------------------------
i
i
D TCH D00
.G.
-;
FL'
INTER
ONNECTED
--
-------------------------
----------------------
HEAT
ECTOR PER
4X6 FULL HT COLUMN
-
i
i
R314.
.1 & R314.4
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o =
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AGE
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-------z
�----
— F
-----
— 1
}zz -----------
----------
—
---
-
N
X
FAN
2X6 WA
L @ 16" O.C.
I
Lu
oz
I
-
(NOT
1 HOUK)
II
C)
II
_
FKO
05E
II
II-
PONU
ROOM
�
I%I '
o
36" RAILING HEIGHT
O z
<56"
RAILING
HEIGHoo
II
T
"
3"
61
PIP
I-N5U;LIATED
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OP
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D
DECK
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---------
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21
-
P1-4
X. 13EAM
4X8
25
-.-.-.-.-.-.-.-.-.-.-...-
P1-4
54
54
6'
@ GRID 2 VERIFY EXISTING
STAIRS
WALL 15 5HEATED WITH FLYWOOD.
LuL
IF NOT INSTALL 7/16" PLYWOOD
z
DIRECTLY TO STUDS NAILED W/ 16
=
GAUGE X 1-3/4" 5TAFLE5
LACED
Ca3" O.C. @ FANEL EDGES
III
o
EX. DECK
EXISTING WALL VERIFY EXTERIOR -
WALL5 AKE 5HEATHED W/FLYWOOD
NAILED C@ 6" O.C. FANEL EDGES
KITCHEN
EXISTING RAFTERS
EXISTING STICK FRAME ROOF
ATHROOM
LIVING ROOM
TING RAFTERS
ENTRY
I
E
FL
N
24
N
ROOF VENTILATION CALCULATION
423.36 5Q. FT. ROOF = 1.41 4.03
500 .55 3
2 VENTS REQ'D/NOTE:
50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING
AF50 ROOF VENTS TO BE USED
® BEARING WALL
0 WOOD F05T BELOW
❑ WOOD F05T ABOVE
FLOOR JOIST REFER TO PLAN FOR SIZE
ROOF PITCH:
VERIFY EX. TO MATCH
ROOF OVERHANG:
SEE FLAN5
DENOTES OVERFRAME W/ 2X6
CRAWL SPACE VENTILATION
ASSUMED VENTS AKE MIN 15.5"X6" AND HAVE A NET FREE
VENTILATION AREA OF .48 50. FT.
TOTAL CRAWLSFACE AREA=423.36 5Q. FT./300 =
1.41 5Q. FT. OF NET VENTILATION REM).
1.41 5Q. FT DIVIDED BY .48 = 3 VENTS
VENTS LOCATED IN THE KIM FER IKC R408.2
•AFFROVAL OF TH15 FOUNDATION DESIGN 15 CONDITIONAL SUBJECT
TO INSPECTION OF EXISTING SITE CONDITIONS.
•RETAINING WALLS MUST BE DESIGNED & CONSTRUCTED TO RE515T
THE LATERAL PRE55URE OF THE RETAINED MATERIAL.
•FROV1510N5 MUST BE MADE FOR THE CONTROL & DRAINAGE OF
SURFACE WATER AROUND BUILDING
ROOF FRAMI
.jjMi 2Q22
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
w
W=Lu
zZQ
O
3.28.22
REVISIONS:
5.9.22
6.1.22
IPRINTED: I
6.1.22
5CALE: 1/4'' = 1'-0"
TYPICAL ROOF CONSTRUCTION
ALL STAIRWALLS BLOCKED
VERT. & HORIZ. @ 10' O.C.
EXTEND HANDRAIL:
BLOW ATTIC INSULATION
/
- 6" PRIVATE
R 49 ADVANCEFLAME SPREADNOTE:
HANDRAIL MUST
/
- 12" PUBLIC TOP
COMPOSITION ROOFING IN ACCORDANCE
NOT TO EXCEED 25 AND
2X6 FRAMING
BE 54" TO 38" MAX.
o
- 12" PUBLIC BOTTOM
WITH IBC TABLE 1505.1,15 LB FELT
SMOKE DENSITY NOT TO
@ 16 o.c.
RESIST 200# LOAD
�
-AND RETURN OR CONT.
7/16" OSB ROOF DIAPHRAGM, U.N.O.
EXCEED 450 IN ATTIC
��
1 LAYER OF 5/8 GWB
R-21 INSULATION PLUS R-16 ci
"X"
1 1/4 - 2 DIA. CONT.
2X ENGINEERED TRU55
5/8" TYPE GYPSUM
W/ 1 1/2" CLR. FROM
�
(2) - 2X HEADER W/
8d @ 6" O.C.
USE APPROVED
2X4 SOLID BLOCKING
WALLBOARD
Q
LEDGER OR J5T. HGR5.
NSULATION BAFFLE
BEVEL TOP A5 SHOWN
1/2" 05B PER 5W SCHEDULE
FOR CARRIAGE SUPPORT
2X SOLID
W/ 1" MIN. AIRSPACE
4 THRUST BLOCK
BLKG. W/ VIN
HOLES AS REQ.
ABOVE IN5ULATON
(5) - 2X12 STRINGERS
R
..
................
H-1 OR EQUAL @
oo
EA. SIDE &O.C.
HUS212
EACH TRU55 PER
TREAD
SHEARWALL SCHD.
w
\
�
�
REFER T
FLR. AN
5/8'I GWB, (2-LAYER
1
z
_
.
IR NOSING TO BE
5/8 GWB IF 1-HOUR
EXTERIOR SURFACE W/ 3/4" DROP SIDING OVER 1/2"
z
N
_
LU
OUNDED & SLIP RE5TAINT
7/16" 0513 - FOR NAILING
GYPSUM SHEATHING ON 2"X4" WOOD 5TUD5 AT
LU
REFER TO SHEAR
WALL 5CHED.
5/8" GWB
16" ON CENTER, INTERIOR SURFACE TREATMENT AS
REQUIRED FOR 1-HOUR-RATED EXTERIOR OR INTERIOR
/
5/8" TYPE 'X' GYP BD.
@ AREAS ACCESSIBLE
2"X4" WOOD STUD PARTITIONS. GYPSUM SHEATHING
UNDER 5TAIR5
(2) 2X6 TOP FL
NAILED WITH 1-5/4" BY N°11 GUAGE BY 7/16" HEAD
GALVANIZED NAILS AT 8" O.C. SIDING NAILED WITH 7d
2X4 FIREBLOCK @ MIDPT.
GALVANIZED SMOOTH BOX NAILS.
�
OF EA. STAIR RUN
TRUSS @EXT.
WALL TYP.
STRINGER @ WALL
1 HOUR EXT. WALL
STAIR DETAIL
(2) 16D @ 10" O.0
F
A
B
c
D E
TYP. FLOOR CON5T.
CARPET & 1/2" REBOND PAD
3/4" T&G 5U5FLOOR
R-38 INSULATION
TJI PER FRAMING PLAN
50' G.W.B.
2X JOI5T
(2) 2X TOP PLATE
R-21 INSULATION PLU5 R-16 ci
A�L—
TYP EXT. WALL I J K L
(11) SIDING PER PLAN
(10) 15# FELT
(9) HEAD FLASHING Z METAL 0
EXPOSED WINDOW
(4) 4" MIN M015TOP SELF -HEAL
PAPER OR EQUAL
SHEATHING
(2) WINDOW FRAME
(3) M0I5TOP STICKY SELF -HEAL OR
HEAD EQUAL PUTTED TO WINDOW AND
6" MIN OVER WINDOW FA5TNER5
,i (7) 15# FELT
i
/ (8) TRIM
JAMB
(11) SIDING PER PLAN
/ (18) CAULK
WINDOW NAIL TOP EDGE LOWER FELT
FLANGE
51LL (1) 30# FELT PAPER, WRAP
LAP UNDER WINDOW BEFORE
WINDOW INSTALLATION.
(5) 30# FELT
(6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT
(11) SIDING PER PLAN
TYP. EXPLODED
WINDOW FLASHING N o P R
NUMBERS INDICATE ORDER OF APPLICATION •
N.S.
RESUB
S T U V X Jun 01 2022
/OOCITY OF EDMONDS
99PPMRPMENT SERVICES
• • • • • • DEPARTMENT
9TR)CTURAL NOTES
CODE:
DESIGN IS IN AC47ORDANCEr W9H THE 201 S INTERNATIONAL BUILDING CODE
(I,EJ,C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
LIVE LOADS -
ROOF
FLOOR ------------- ---4OPSF
WIN[]——------------- EXPOSURF E, K5 MPH/I 10MPI%UI.Ty WWD PPR ASCE 7-1$F
SECTION 29, 5, 3
SHISM rC ---- ---- ITE CLASS D. 5l� ISM IC PER A SCE 7-1 Ha S IMPLIFFED
LATER .AL FQRCF SYSTEM, SECTION 12.14.8.1
FAUN DA7'1Q ;
I'XT] �N O FQQT1 N CS TO FIRM INN DISTI J R RED SOIL' ASSUMED Ll LA RINI G CAPACITY
OF 1 SOOPS17' ALL EXTER IOR FOOTI NGS 5 HA LL FXMND A M I LNIM U.M OF 1 !-6"
13PI.OW ADJACENT EXTERIOR GRADE,
CA T-1N-PLACEC0N['_RED
F'c-3(X)9 FS1 28 VAYS, MINIMUM 5-1#2 SACKS OF [.'£.MENI' PER CUBlC YA R D OF
CX)NCR AN1) MAX IM+ UM OF O-1/4 OALrLONS OF WAT[:R PER 94M SACK OF
CEMENT. NO SPECIAL INSPE1711€)h R Ia Q U IREL). WNCRETE S I I A [r1, COMPLY WL'i"!
AC`.F 31 R-1.4 83--.L71ON 26.4.2.1, MAXIMUM SLUMP IS 4 INCI II:S, ALL Ili IASES OF
+J O JO L� E'a]r TAINITtiOTOTHE CONCRVIT' CON STR1;CT1L?Ni SFIAL1,CON FORM TO
a 111 L D I NO CODE REQII IR I iM RNTS I I.OR REM FORCED CC?NCR FTE. AL L
RFENFORCING STEEL, DOWELS, AN -CI [Olt BOLTS, ANIA OTHPR INSERTS SHALL 3E
SFCURF13 rN POSITFL}N PRIOR TO POUR [NO CDNCRVM. ANCHOR BOLTS FOR
PRESSUR-F TREA111_D SILL PLAITS TO I�OLINDATION WAIJ,S TO BE Sig INCH
DIAMETER WITH 7 INQI MIN] IV UM EMREDMENT INTO CONCRM% AND
MAXIM U M SPAC1 NO OF 2 FEFT ON CENTER. MI NISI UM 2 BOLTS P FOR SILL PLATE
Plrvl'i.. ONE BOLT TO BE IPLACsED WTTIIIN 6 INCHES OF EACI I FND OFI'll ESILL
PL.A'IT-, DIPPED GALVAN17PI) CONN F.CTORS SHALL CON I=ORM V0 AS'J M
STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM
TO AST M A653M CLASS C'r 185. STAINLESS STEEL FASTEN FRS AND C04NEMRS
S11A1.I, BF? TYPE 304 0R 3Ih. SIMPSON PRODUCT PINISHES CORdiESPONDINC TO
THESE RF T JTRF.M EN -IS ARE ZMAX (110T DIPPED GALVAdNLZED) AND SST 300
(STA1NI,F.SS STEEL). FASTNERS FOR PRESSURE TREATED AND E;JR -R. TARDANT
TREATED W(X)D SHALL. BE ZMAHOT ]SIPPED CAI rVANFZED (G 185),
,REINFORCING STEEL:
A U, RE -IN FORCING STEE L S[ I AI rl, BE PLACED I N CON FORM ANC'r WITH THE
UVI LDTNG COIL kEQU IRI--.MENTS FOR REINFORCED CONCRETE AND THE
MANUAL OF STANDARD E'RACTrICE FOR REINFORCED CONCRETE, CONSTRUCTION
A
� 3'oG � /m�
13Y CRSI_ DUORMED REThTFORCINO STEEL. BARS SHALL CON]I-)OPIM TO ASTM A-
615 GRADE 40 FOR 05 AND SMALLER REINVORCF.MEN'T AND GRADE 60 FOR 06
AND LARGER. ALL RE.INT-ORCING BAR BENDS SHALL. BE, MA DF COJ.D W ITH A
MINIMUM RADIUS OF 15 JRAR DIAMr- TERS (V.7" MIN i1�fLIM). (--CRNER BARS C2 '.0
BEND) SHALL BE PROVIDED FOR ALI. HORLZONTAL REIN P0RCE_MFNT_ LAP ALL
BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS
Nam O'TPER ISE ON THE DRr'kWITtiCry REIAFORC'TNO STEEL 511ALL HAVE THE.
FOLLG'!4''ING 'L%4T TM M 'OVER;
CONCRETE CAST AGAINST EARTI [ 3 INCHE43
CCNCRE E• EXPOSED TO EARTH OR WEATHER,,
.96 THi1tOLICH # 18 EARS 2 INCHES
#5 BAIL AND SMALJ.ER 1-112 INCHES
STiI`OCTU RA1_ TI M BP R;
ALL LU M 11 ER S I I A LL CQNI ARM TO WWPA GIZADIKG RIJ LES FOR WE';TEkN
LWYMEA, LATEST EDTTIQN. PROVIDE CUT WASHPAS UNDER AI.J. NUTS AND
BOLTS 13 EA RING AGAINST WOOD. ALL WOOD LN CO�FI-ACt 1VIT1 [ CONCRV IT
SHALL BF PRESS I�HE TR FATED FN ACCORDANTCH WMI A E'A U I AND M4
STA N DA RDS. AI,L STRUCTURAi .1. L rMl3 ER S HALL BE AS NOTED DELOW
2X FLCOR/FLECK JOIST 11EM-FLRkZ---------------- Pb*S50 PSI
4X BEAMS DQUO-FIRfLARCHft2 ----Fb,,850PSl
pax REAMS b0tJ i-Fl RfI.,ARCLI #2 ---Fi l4SOPS1
L� J M [1 EIt NOT NOTED H Fa AEI -PI R 92 .........-------MrS50 PSI
M ISM: L LyLA 4FOUS HANK ERS TO BE HIM NON OR A 1111R OVf'1) EQUAI , ALL
HANG; r? RS 51•IA LL RE FA STFN EIS TO 1V 11 W CI-H PROPER NA R S. ALL HOLES
SIIALL BE NAILS-D_ MACIIINI? FIOLTS TO 3RA-307. ANQHQR 13OLTR INTO
CONCRETE SHALL BE 5M INCH DIAMF TER WITI1 1INCH I S OF EMBEDMENT IN!'M
CONCRETE UNIXI.SS NOTED OI•l I]-.RWISI= ON THE PLANTS, ALL MAILS SHALL -BE
COMMON WIRE NAILS. NAILING SIIALL HE IN ACkX)R ANCE W1•iH THEC UPRENT
I.B.C. SCHEDULE.
LE.
FLOOR SHEATHING:
SHEIATIIINO SHALL BE U INCH TONGI)F_ AND GROOVP A.P.A. !SATED SHJxATIIING.
SPATS RATING 4M4 WITH DONG DIMrN5tON PERPENDICULAR TO SUPPORTS_
UNLESS NOTED QTHI [SE NAIL WITI [ 8d CSC .MMON NAILS AT 6 INCHES ON
CE[frER AT SUPPC3R FED PANEL MORS AND 10 INCHES DN CENTER AT
INTERMEDIATE 8UPF RTS_ THT FLOOR SHEATHING SHALL BE CILIfED To T[iF
JOIST AND THE TONG(JE AND GRQOVE JOINTS INCH AN APTROVED AD] IFSIVE.
ALL, SHEA- 1' 11 [N O�
SI [ E :ATI { [NC SMALL E E 7116 INCH A.L},A_ RATED Sr 1 EAT" INO, S PAN I+ATIN(i 2410.
PANEL END J rM SHALL OCCUR X19 SUPPORTS_ NAIL PANEL, EDGIS W1YH IOd
r�-
0
�4L�) e2}
J r�
A c
54 42
��N1�••til••i� ••�•i.•��� - - � 1 !_!■_Illyl�liir- �i�
NAiLS AT 6 INCHES ON CENTER ACID 10 fNCRES ON Cr_NTER AT FNTERMED[AYE
SUPPORTS UNLESS NOTED CTHERWFSR ON THE DRAVANGS,
GLU-LAM I Iti ATED TIMBER'
1,AMINATED TIMBER SHALL• BE DOUGLAS-FIWLARCH KILIA DRYER. STRESS
GRADE COM B1NA7TON OF 24F-V4 FOR SIMPLE SPANS AND 24F'V8 FOR
CANT 11 EVER AND CON INUOTJS E3fAMLS_
ROOF 5HEATHING=
SHLATHING SIIALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32JI6Y
[NTSTALL.ED WITH LOLNO DIMENSFON ACROSS SUPPORT, PANEL END JOIN"M
SHALL OCCUR AT SUPPORTS, NAIL FAIN L EDGES WITH 04 NAILS SPACED AT 4
INCHES ON CEWI'ER AND 10 INCHES ON C ECG TLR AT INTERIA EDI ATE SUPPORTS.
F1,OGR CRAMING:
PROVIDE, FULL DLPTA 13LOC'KING FOR JOIST AT THE SUPPORTS, FLUSH 13EAMS
(I% AN D H.EADM NOT CALLED 01 J'I ON *HE PLANS S ESA LL BE (2)ZX8, ALL
V ERTTCALLY LAMINATED COL,U MNS AND 11EA DFAS S HALL BE SPI KED
FOG>vHIER WTIJ-1 12t1 NAILS SPACED AT 12 INCHES ON C.ENT811.
BEARING WALL VRAM INI,",
A I .I . DQOR AND WINDGW HEADER S NOT CA LLId U OUT ON THE IPLAN S SH A LL Br%
(2) 2X8 I I HM- [ IR92 W I' I'E I ON E? CKI P PLE AN I) ONE. STU H A`1' EACH END POII
01111iN IKOS A FEET WID12 OR LESS. Ai.[, COLUMNS NOT CALLED CL70N THE
P IANI S SHALL BL M STU DS SPIKED T 7 LN-1 1 I -'R WMI 12d NA 1 ] N AT 12 IN CT I rs ON
CEN'1 IM. PROVID1? 21AYFRS OFBUILl3IN U PAP ER III.TWFFN WOOD AND
CCINCRET E, WA LIES SI I A LL I iAV E A SINCj LP LS(YF'TOM PLA' E'1 'AND I)C U DL£. 'l�Dr
PlXF E, FN D N All. T0P PI .ATE$ A N1311I3170M P LA 1 S TO P,ACH STUD W [TH 2-1
NALI.S. FACE NAIL DOUBLE TOP PLANE W ITI I i Cd N A [T-S AT 10 1 NCI IRS ON
OEA-MR, LAP AND FACE NAIL PLATES WITH 2=IOd NAILS AT EACH SPLrICF.
CORN ER INTERS EC"nQN- STAGGER SPLICES A M I N [FrLL'M O -4$ INCE I ES_
ROOF TRU E„§;
TRUSSES 81[�ALL BE PLANT FAFIRUCATED DOIJULAS-FFR)LARCH OR HF%44-1A,
TRUSS MANUF'AC"fUREM SHALL SUBMIT SHOP DRLAWINIU BIND CALCULATIONS
STAM ["ED, SIGNER AND DATED BY A MAST l INGTON STATE LICENSED
5'1RUC'1'UJ L ENG[NEER. SUBMYII'R1fS-S DRA ING TO THE LNIGINEE OF
R RCORD AND BUILDING DEI'ARTMENT FOR R EVIF W AND APPROVAL PRIOR -1)
FABRICATION. ROOFTRUSSRS SHALL BE DESIGNED AS A'MC TRUSSES
W IT FiOUT STORAQ E. MANUFACTURE RS INS'I'A LLATION INSTIV IC-11 NS SHALL
BE AVAILABLE ON TT 11: JOB S ITE AT 11 11" • I •[ MF OF LN1SPEC I DN, FOR T11 F.
1I%1 S?HDIGS USE AND REFER FNC F.
a THE TRUSS LIVLR LOAD INC SHALL BE PFR IRC SECTION 301.5 AND TABLE
301,5E ESPICALLY NOTING FODTNCTI✓ B & Cl,
4i�ll .l • • } t }, •
1 L -� ' Y F
= Jima
t oA
7 " Z.1
wT 1.4�
W
b , THE TRUS 9 DE8IONT SHALL BE PER IRC 9 RCDON S 502, I I L I AND S02,10.2
ESPECIALLY IND IGATTNG THE TRUgS DESTON AND MANUFACTURWO
SHALL BE PER ANSIfd'P 11,
TFLE TRUSS Ti EMI'ORARY AND PERMANENT I3RA-CrNQ SHALL BE i[CC
SECTIONS 502.11.2 AND &02,10.3 AS WELL AS THE TRUSS PLATE
INSTPTUI'ES'S BUILDING COMPONENT SAFETY FN I-ORMATION],
d, TRUSS ALTER SHALL NOT OCUUR UNLESS THE APPROVAL OF A
DESIGN PROFESSIONALr AS IND[Cm-FD IN TRC SEC'I`IONS SUZ. l 1.3 AND
802.10.4.
Shear Null N ales=
1, FI - 7116 A.P.A. ralcd Pl woad r OrleM!ated trand BidM .}un one side or WWI,
PZ - 7f16 A_P_A. r$ted .Plywood or OjienEated Strand Tina ((), )M h aide of wall-
2. For P1-3, P1-2, P2=3, & F2-2- shear wally use 3x siLmh alsdaoia* pal edgm. Nailing shah[ be s*gered,
3. Nails sWl be 9d canunon_ (d .131 inch)
4. Where plywood is instEd1fd cin botb s,idm ofwaU pl}'mo d joints sba11' fa11 on sep�rate scuds each side_ '
5. A 11 Biel o gee backrd with 2-inch nariE,raJ frarAigg for P 1-6 & P 1-4 sh..ar wmA. All jam] edges bead with 3x framing Ell
P 1-3, P I -2p P2-3. & 12-2 shcax waft& Ltssail pwwLs either hcsi # [ly or verdc&Uy_ Space nails 12 inches on center
inicnncdlate supp.Drts, ti
6, All arwhar bolts shadl be ih� Ir-d with hot dippW Falvanizod p1we wwbers-
7Y Defer to foulmda[iotti plan for anchor tpo]s 51M, spaeirrg and rlUkk;ll/riM 0 F.MCC 0FIS.
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�� 3.28.22
UZJ� • m 4 REVISIONS:
' 5.9.22
� � .• I -� 6.1.22
6.1.22
�.
RESUB
Jun 01 2022
CITY E
DEVELOPMENT
SERVICES
r DEPARTMENT
40-5(�t
rx , 9 "
Ajaja fj'c'�c
2.ve & fbrj
.q E & 4AL
fig fel�l
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Jun 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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5.9.22
6.1.22
6.1.22
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RESUB
Jun 01 2022
1 Iti CITY OF EDMONDS
' I 4,2 DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
5.9.22
6.1.22
6.1.22