REV3 APPROVED BLD BLD2023-0027+Architectural_Plan+8.8.2023_5.51.37_PM+3714668COVERAGE
GARAGE
588
EXISTING HOME
1036
DEMO
319
ADDITION
949
WINDOW SEAT
14
TOTAL
2906
-----------------------------------------------
DEMO
319
ADDITION
949
WINDOW SEAT
14
TOTAL NEW CONDITIONED 1282
DRIVEWAYS 367
ROOFS W/ OVERHANGS 3170
HARD SURFACING 659
TOTAL IMPERVIOUS SURFACES 4196
EXISTING IMPERVIOUS SURFACES
HOUSE ROOF 1485
GARAGE ROOF 711
HARD SURFACES 514
DRIVEWAYS 858
TOTAL EXISTING IMPERVIOUS SURFACES 3568
ADDED IMPERVIOUS SURFACES = 4196-3568 = 628 SF
TOTAL NEW & REPLACED IMPERV SURF = 1353 SF
TOTAL IMPERVIOUS
TOTAL LOT
COVERAGE: 2848 SF
Type of area
Square footage
Stormwater facility
Driveway
no new or replaced area
New dry well to be used for
replaced 261 sf and new
949 sf of roof area.
Existing splashblocks to be
used for existing roof areas.
Roofs w/ Overhangs
1353 sf
Hard Surfaces
no new or replaced area
X% Retrofit
n.a.
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2IC " 14 GA
-\
WIRE FABREQUAL
/\\
0
N
NATIVE BACKFILL MATERIAL J 8„
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS-\
WIRE MESH FENCE
`TO
SUPPORT FILTER
FABRIC
N
\- BURY BOTTOM OF FILTER
I
N
K-1.I1I R" TI 11"
TOTAL ROOF
AREA w/
OVERHANGS
3170 SF
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
FILTER FABRIC FENCE JANUARY 2018
CITY OF EDMONDS FILTRATION SYSTEMS CITY OF EDMONDS
PUBLIC WORKS STANDARD T PUBLIC WORKS
DEPARTMENT DETAIL DEPARTMENT
rlqw APPROVED BY: R. ENGLISH E R- 9 0 0
DRIVEWAY
150 sf
EXISTING
GARAGE
588 SF
ADDITION
ALL NEW
CONSTRUCTION
949 SF
Demolished
Area
ALL NEW
Hard Surface CONSTRUCTION
338 sf 319 SF
EXISTING
HOME
1036 SF
Hard Surface
69 sf
AREA PLAN 1" = 10'-0"
/O
O
0 DO
00 O
O O
O
O .
\}FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
Q
a 8
■
TOTAL NEW
& REPLACED
IMPERV. SURF.
- 1'I SF
Hard
)urfacE
252 sf
DRIVEWAY
217 sf
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
`CATCH BASIN
\ NOTES:
`CATCH BASIN
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
TEMPORARY JANUARY 2018
SEDIMENT TRAP
FOR CATCH BASINS STANDARD
D ETAI L
APPROVED BY: R. ENGLISH E R- 9 0 2
Alterations Worksheet - 2018 Washington State Energy Code
Project Information Contact Information
Hill addition & remodel Linda Mackin
633 Alder LKMackin@gmail.com
Edmonds, WA
The WSEC requirements for alterations are located in Chapter 5 of the code text.
Alterations (remodels) do not need to obtain energy credits from Table R406.3
Additions must meet the requirements for new construction. This includes nonconditioned space being
ENERGY NOTES:
altered to become conditioned space.
Will the wall cavities be exposed? F_
n
Addition to comply with 2018 Washington Energy
p y g
Yes No
code
If yes: Exposed wall cavities must be insulated -
2 X4 wall studs require R-15 insulation
Energy code compliance is per SEC R402.1.1 -
2 X 6 wall studs require R-21 insulation
Prescriptive
Will the roof/ceiling framing cavities or attic be exposed? ll"] Yes C No
An Insulation Certificate for Residential
If yes: Exposed roof/ceiling assemblies must be insulated -
Construction shall be posted wlthing 3' of the
Vaulted ceilings: Insulate to the full depth of the framing member
electrical panel prior to final inspection
while allowing for the minimum 1"ventilated space
Air leakage shall not exceed 5 air changes/hour and
Flat ceilings: Install R-49 insulation or what the attic space can
shall be tested and certified prior to final inspection
accommodate based on the roof pitch
A minimum of 75% of lamps in lighting fixtures shall
Will the floor framing cavities be exposed? ❑ Yes n No
be high efficacy lamps
If yes: Exposed floor cavities must be insulated to R-30
New windows and doors in remodeled areas to
Are the windows and/or doors being replaced? Ev] Yes E: No
have max U factor of 0.30.
(includes both window or door and frames)
Where framing is exposed in remodeled areas R
If yes: New windows and doors must have an area weighted average U-factor of <_0.30
values to be min.
Will the heating or cooling system be replaced? F Yes F_ No
R-15 @ 2x4 stud walls
If yes: New equipment must meet current requirements and
R-30 @ floors
ducts need to be tested
R-10 continuous & 2' depth @ slab on grade
R-49 @ ceiling or depth Of roof joists
Will the hot water system be altered? n Yes F_ No
If yes: New water heating equipment must meet current code requirements
1224 sf addition
Are more than 50% of the light fixtures being changed? i I Yes N�
�
Small dwelling unit = 3 credits:
Heating option 2: heat pump = 1.0
If yes: 90°/D of all lamps must be high efficacy
Option 5.5: heat pump water heater = 2.0
(LED or CFL)
,
QELECTRICAL - OVERHEAD
G GAS ALLEY 76.13'
15' rear setback
--------------- ---
I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
\ \ Rem men I gar door
\ eo°OVe
I \ I I
IL-- - \I------ JI-=-__-----------�
sidewalk'
O
I
I , 4,25" Smoke
R[m'k-__------ 1 / 14�.2"
oe
a1n '
__
-_-_--------------------------- ___ Rem ve Porti°n °f tlrlveway
/ REMOVE ENTIRE
ORiHIA
noolTION
o /
i
-� -� I ----------r---------
'-Rem re r°
,
Wamove
eras M1.
G PPmI ,.. r ==== y
waa^e aI1:::
\ / ar----_ } Y ( 1
enSeBe aemP.e
\ / a e ndryrl°set. \7. Ram tee'
N ' 8a5 \ / opening. W �xf'ures �H
N
_0
n \I/
I ------------ Rem ve l°w--`�------------------
J �
f + -walk&
Re
'i Remove window - i tllvitling wall. / \\ windows.
I
Replace \ \ Repdows. '1 O I wmdPw:
L--------- - - - ----- r---------- -- a 11erry
J ro be preserved
0 s, irPn�.role
20' front s tback
- -
S S SEWER 76.13'
ALDER STREET
WATER
V l water
D meter
I CB RIM=103.48
IE 12" PVC (N)=98.76
CB RIM=103.48 SO
E12"PVC (5)=98.68
IE 12" PVC(N)=98. 6 t
IE 12 PVC(S)=98, 8
SD SD SD SD SD SD
--------5----------------------ss--------------- SS
ALDER STREET
SO
SD SDI
SS
SSMH RIM = 106.65
IE 8" PVC (E) = 96.38
IE 8" PVC (W) = 96.28
SSMH RIM- 106.65
IE 8" PVC(E)=96.38
IE g99 PVC(W)=96.28
2018 Washington.State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
PW Single Family- New & Additions (effective February 1, 2021)
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel
normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of
credits. To claim this credit, the building permit drawings shall specify the option selected and the
maximum tested building air leakage, and show the qualifying ventilation system and its control sequence
of operation.
1. Small Dwelling Unit: 3 credits
Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area.
Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit: 6 credits
All dwelling units that are not included in #1 or #3
3. Large Dwelling Unit: 7 credits
Dwelling units exceeding 5,000 sf of conditioned floor area
4. Additions less than 500 square feet: 1S credits
All other additions shall meet 1-3 above
Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4.
Summary of Table R406.2 and 406.3
Pleating Credits - select ONE
Fuel Normalisation Descriptions User Notes
Options heating option
1 Combustion heating minimum NAECA4 0.0 ❑
2
Heat pump`
1.0
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 ❑
Credits - select ONE
Energy
❑ lions
p
Energy Credit Option descriptions
energy option from each
category
Water heating system shall include one of the following: Electric heat pump water heater
meeting the standards for Tier III of NEEA's advanced water heating specification or
For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of5.5 2 Q
NEEA's advanced water heating specification, shall supply domestic hot water to all units. If
one water heater is serving more than one dwelling unit, all hot water supply and
recirculation piping shall be insulated with R-8 minimum pipe insulation. s
Energy
Options
Summary of Table
Energy Credit Option Descriptions (cunt.)
Efficient Water Heating
Efficient Water Heating
Efficient Water Heating
R406.2 (cant.)
Credits - select ONE
energy option from User Notes
each categoryd
0.5 ❑
5.1a
5.2
0.5
❑
5.3
1.0
❑
5.4
Efficient Water Heating
1.5
❑
5.5
Efficient Water Heating
Efficient Water Heating
2.0
2.5
0
5.6
❑
6,1,
Renewable Electric Energy (3 credits max)
1.0
0
❑
7.1
lApplianCe Package
0.5
Total Credits
alculate Total
Clear Form
0
U
to
N
W
Ln
I
o'
I
I
I
EXISTING - SITE PLAN 111 = 10'-011
ELECTRICAL -
OVERHEAD
\
0
0`'',
ALLEY
76.13'
S
00
I.L
GRADE
+
'
FILTER FENCE
SEE I '
- ELEV
w15'`Irear,setblack \ �'
104.5'
ER-900
H� /
y VEGETATED
GV `DE-
FLOWPATH
ELEV
w
4/ w
,'
'
I-
+
TEMPORARYSTOCKPILE
i -
w
COVER WITHIN 24 HOURS ✓
SITE DATA
w w
ADDRESS: 633 Alder, Edmonds, WA
;B
PARCEL # 00434209502800
ZONING: RS-6
LOT SIZE: 8239 SF (per
(p survey)
' /'4s" diam. x 3'
a
II I
I
deep drywell w/
PROJECT SCOPE:
drainage rock&
filter fabric
REMOVE PREVIOUS 319 SF ADDITION
/
p`O
REMODEL 64 SF INTERIOR
, ALL DISTURBED AREAS TO BE
cm k
ADDITION OF 949 SF INCLUDING 1 ADDITIONAL BEDROOM &
COMPOST AMENDED PER
2014 SWMMWW BMP T.5.13
71-411
BATHROOM, RELOCATION OF LAUNDRY & MASTER SUITE,
_
ADDITION OF MUDROOM. ADDITION OF WINDOW SEAT.
INSTALLAND
CATCH BASIN SEE
if
IF
----------�-I
REPLACEMENT OF EXISTING WINDOWS THROUGHOUT.
TESC
MEASURINSALL
ER 902
ACCORDING TO
IrB
EXISTING MAIN LEVEL: 1297
APPROVED PLANS,
EXISTING GARAGE: 588 SF
CITY
O
EXISTING LOT COVERAGE: 1885 SF
STAND RDMONDS
AILs'
ANDALL ROTHER
PROTECT TREES
MEASURES THAT MAY
w/ LIMIT OF
PROPOSED MAIN LEVEL: 2260 sf
i
BE REQUIRED DURING
CONSTRUCTION
PROPOSED GARAGE: 588 SF
CONSTRUCTION.
FENCING
- --------------
PROPOSED LOT COVERAGE: 2848 SF = 34.6 %
TREES IN
ALLOWED LOT COVERAGE 35% = 8239 x 0.35 = 2883.65 SF
BACKYARD
TO BE
M
TOTAL PROPOSED IMPERVIOUS SURFACE: 4196 SF
EXISTING IMPERVIOUS SURFACE: 3568 SF
RETAINED
�
I N
NEW IMPERVIOUS SURFACE = 628 SF
` \
PROPOSED PARKING SPACES: 3
REQUIRED PARKING SPACES: 2
Q
Lrl
m
I
I
I
I;
5
-2"
HEIGHT CALCS:
A=+102.8'
/
B=+104.5'
.�
C=+105'
D=+107.8'
FOC
ling
TOTAL=+420.1'
I
-' "
I drain
pert
AVERAGE GRADE = 420.1/4=105.025
- - - - -
_ _ - - '
I
pip
hoL
around
se.
I SEWER
SEW
R
I
Tie
in to
PROPOSED MAXIMUM HEIGHT: 123.935'
ALLOWED MAXIMUM HEIGHT: 130.025'
CLEANOUT -�
-� -CLEAN
UT
I
I
l
soli
I
ling d footing
sP1asM18
dr
cat
Into
h basin
t
LI°<k
/
/i
�-
-- -_
f
1
II
I
Iv
II
\\
WHOLE
L
104 r a
\ /
\
\
HOUSE
0
Y
\
EXHAUST
00
m
N
U
FAN 65
CFM w/
OJ
INTERMITTENT
-0
a)\
/
\
OFF/ON
to
CONTROLS
Ln
/ \ \
121- 11
_
existing
/
�
r-I
NOTE:
bl-
MIN 3'
\
0
HORIZONTAL---_
SEPARATION&1'
--.
GRADE _-_..---------
I
ELEV
-----
y-- ------------
-'
GRADE
SEPARATION IS
105'
----
----
J
ct
ELEV
REQUIRED
107.8'
BETWEEN DRY
- -
UTILITIES AND'
-SEWER,
WATER
PROTECTTREES
PV\bVERTICAL
AND STORM AND
h
w/LIMIT OF5'FROM
ANY CITYMAINLINES
U
I
/CONSTRUCTION'
O
FENCING
s
I
�
I
I
o
0
�
fr nt s t
ack
S
S SEWER
76.
3' ALDER
STREET
EXISTING SIDE
SEWER LOCATION /
WATER
-
CONNECTION TO
r ^
REMAIN
v 1
water
meter
I CBRIM=103.48
IE 12" PVC (N) = 98.76
CB RIM=103.48 S IE 12" PVC (5) = 98.68
IE 12 PVC(S)=98. 8
SO SD
SD
55
: The following documentation shall be available on
site for the building inspector:
■
SITE DATA
; QCOE APPROVED ARCHITECTIJ&/ ePLAk
T/2023
ADDRESS: 633 Alder, Edmonds, WA
! ❑x COE APPROVED STRUCTURAL PLAN SET
PARCEL # 00434209502800
; ❑x COE REVIEWED CALCULATION PACKET
ZONING: RS-6
: ❑ ENERGY CREDIT WORKSHEET
SITE PLAN
CIVIL PLAN
LOT SIZE: 8239 SF (per survey)
! ® Calculation page dated 4/25/
023
Calculation revision dated 8/09/20�
PROJECTSCOPE:
'LJ
REMOVE PREVIOUS 319 SF ADDITION
CITY OF EDMONDS BUILDING DEPARTMENT 2021
'----------------------
REMODEL 64 SF INTERIOR
ADDITION OF 949 SF INCLUDING 1 ADDITIONAL BEDROOM &
BATHROOM, RELOCATION OF LAUNDRY
& MASTER SUITE,
ADDITION OF MUDROOM. ADDITION
OF WINDOW SEAT.
REPLACEMENT OF EXISTING WINDOWS THROUGHOUT.
Please obtain a separate Plumbing permit
Cease
from
EXISTING MAIN LEVEL: 1297
Cit of Edmonds
■
EXISTING GARAGE: 588 SF
%10 0 0�■�■�■�■�■�
EXISTING LOT COVERAGE: 1885 SF
dM0 0 0-'-'-'-'-'-'
IAs stated above "following documental
on
shall be available"please provide origin
all plan .
PROPOSED MAIN LEVEL: 2260 sf
set that is dated on 6/05/2023
PROPOSED GARAGE: 588 SF
PROPOSED LOT COVERAGE: 2848 SF =
34.6 %
ALLOWED LOT COVERAGE 35% = 8239 x 0.35 = 2883.65 SF
TOTAL PROPOSED IMPERVIOUS SURFACE:
4196 SF
EXISTING IMPERVIOUS SURFACE: 3568 SF
NEW IMPERVIOUS SURFACE = 628 SF
PROPOSED PARKING SPACES: 3
REQUIRED PARKING SPACES: 2
HEIGHT CALCS:
A=+102.8'
B=+104.5'
C=+105'
D=+107.8'
TOTAL=+420.1'
AVERAGE GRADE = 420.1/4=105.025
PROPOSED MAXIMUM HEIGHT: 123.935'
ALLOWED MAXIMUM HEIGHT: 130.025'
ALDER STREET
SD SD SD SD
5° SD
SS ---
SS------------ ------------_____- SS S - - - ------------- ---- - -- -- - ---- -- ---- -- -- - -- -- --
SSMH RIM = 106.65
IE 8" PVC (E) = 96.38
IE 8" PVC (W) = 96.28
DATUM POINT. SSMH RIM=106.65
SEWER MANHOLE IE g" PVC(E)=96.38
RIM = + 106.65' IE g" PVC(W)=96.28
PROPOSED -SITE PLAN 111 = 10'-011
Drawings and the
associated cad files
are considered
'instruments of
service' and may nc
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
APPROVED
LA MUST BE
01� OB SITE
LLVNV
RK SUBJECT
TO
FIELD
IN
P
CTION FOR
OD
OMPLIANCE
REVISED
CI OF EDMONDS
PI.Ah
E
APPROVED
UILDING DIVISION
OFFICIAL
2023
DATE
BJILDIII
Aug22
APPROVED
■
GENERAL NOTES
GOVERNING BUILDING CODES:
■
ALL CONSTRUCTION SHALL COMPLY WITH LOCALLY ADOPTED BUILDING CODES AND AMENDMENTS.
CONTACT CITY FOR GOVERNING UNIFORM BUILDING CODE, UNIFORM PLUMBING CODE, UNIFORM
MECHANICAL CODE, UNIFORM ELECTRICAL CODE AND UNIFORM FIRE CODE.
ALL PRODUCTS SHALL BE INSTALLED PER 2018 IRC AND ICC AND MANUFACTURERS'
WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED SHALL
ALSO HAVE 2015 IRC AND ICC APPROVED EVALUATION REPORTS OR BE APPROVED AND LISTED BY OTHER
NATIONALLY RECOGNIZED TESTING AGENCIES
ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP AND BE NOT LESS THAN GRADE SHOWN ON DWGS
ALL PLYWOOD USED IN EXTERIOR LOCATIONS SHALL BE EXTERIOR GRADE
■ ALL STEEL MUST BE ASTM AS SPECIFIED ON DRAWINGS
EXTERIOR PAINT TO BE SHERWIN WILLIAMS SUPERPAINT OR EQUAL APPLIED ACCORDING TO
MANUFACTURERS INSTRUCTIONS
FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE ADJACENT FINISH GRADE
CONSTRUCTION SHALL CONFORM TO INT. FIRE CODE. APPROVED CARBON MONOXIDE ALARM REQID
OUTSIDE OF EACH SLEEPING AREA
PROVIDE SPARK ARRESTORS @ ALL FIREPLACES AS REQ'D BY CITY ORDINANCE
PROVIDE FIRE SPRINKLER SYSTEM AS REQ'D BY LOCAL ORDINANCE
MISC. SITE STRUCTURES, SWIMMING POOLS, SPAS, FENCES, SITE WALLS (INCLUDING RETAINING WALLS)
AND GAS STORAGE TANKS REQUIRE SEPARATE PERMITS
ALL EXITS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE
SHEET INDEX:
BLD2023-0027 - REV3 - INSULATION AND FOOTINGS
A-1: SITE PLANS, GENERAL NOTES, ENERGY NOTES
A-2: DEMOLITION PLAN, PROPOSED PLAN
A-3: EXISTING EXTERIOR ELEVATIONS
A-4: PROPOSED EXTERIOR ELEVATIONS
A-S: BUILDING SECTIONS, WALL SECTIONS, DETAILS
A-6: WALL SECTIONS, WALL SECTION MAP
S1: STRUCTURAL NOTES
S2: FOUNDATION & ROOF FRAMING PLANS
S3: STRUCTURAL DETAILS
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
o
e�
� � o
S N'z
z
H
0
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z
3U
0
4
x �
C W
a
o F
Lo
0
wLo N
00 � I_C00 = 0
N Z Q s
� U LLJ 6
_7zs Lu a cn
Zp w s
J
DATE PLOTTED
8/4/2023
SCALE
varies
FILE NAME
Hill plan c
SHEET
A-1
ALLEY
76.13'
ALLEY
76.13'
15'
rear
setback
15'
rear
setback
A
I
I I
I
I I
I
I
I
II
I I
I II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_______________________________________________________________
w
I
GF
I
I
N
W
I
I
I
I
o�
I
GARAGE I Electric Vehicle Parking:
/
Existing outlets,
lights, switches to level 2 oFully r level 31EV
I
remain. charging receptacle
I
outlet including conduit
To existing & wiring & capacity
I
garag Its req'd to allow for
installation of EV
charging station.
Remove
I
wP
I
I garage doorFCI
i
,
G
I
Ne
I
ea
Remove man
'
�I
pump
_ door
I
ew
368
I
minl. 9.5
I
HSPF
I
ex erior
\
door
II
i I
`
-�7'~
220V. 48AEV
Existing elect. WP GFCI arger I Close off existing garage door and man door.
�
I , ______________
L. _______________ _
- - -----
pane
_ o = _
— —
_
771 Lri��
I
'
ELECTRICAL LEGEND
s New 3680
B Hydrid HP
AUND W tier
M U D R00 M
New
- - - - - -
-
WALL SWITCH
A-5 A-5 nn exterior door -
slab ins +0" 3
2
3'-5'
9
xh 3 -5
rn
_
12'-3"
1/4 I'
terior
E rn
OP &
�LK
=
or
_
- '
C
SWITCH WITH DIMMER
f
n 3Q'
TO
IF
DR
VEWAY
Remove
DIM 10,
minSOcfm
C
portion of
sidewalk
��
i
;
{} CEILING LIGHT) -BOX TYPETBD
�°
�
as
seen
Cn
w
�
Ln
f
zo
f i oo
FAN/LIGHT COMBO `r' ? -i
o o
High in
storage
_
6
Field
o +0" _
- - - -
- - - - -
�o
_5
verify.
-
gfci
Exhaust fan
�I
WALL LIGHT FIXTURE G x UP
4
shelving)
v m
Garage
& house
\
CEILING LIGHT- PENDANT
A-5
to
5
min 50
above
H &
of
not
EXISTING
CEILING HEAT LAMP - ON TIMER
staff O
o
p`-5
30 pkt
Wsr/Dryer
-
u,
O'
m rn
perfectly
parallel.
WATERPROOF EXHAUST FAN
�' A-4 m
handrail ?:
^ +33" Ln
+42"
3
& Demolition[Ell
exh EXHAUST FAN NO LIGHT
v
11
gfci
10'Iroof
fan
�'
3'-10"
w ter
r
tubul r
cas d
- skylit
M
O.H.
ope ing
J
_
-
Remove
stairs
r
1 14 -2
CEILING FAN - LIGHT TBD
m
PROPOSED FLOOR PLAN
'
b h 1
�1--------
ra
=
linen
VAULT I I G
all
-----+—_;
--------------------7------------------- ---�
D
ID
Ln
closet
C
gfci
Ln
D
T-----
--------------------11
------------------
DUPLEX OUTLET- STD. BASEBOARD HEIGHT
BEDRM 1
I - - - - - _ = 1 = - - - - - - - - - - - - - - - - - = 1 III I � \
u rr--------
30" b
f.
B
VAULT CEILING
G DUPLEX OUTLET- GROUND FAULT CIRCUIT INTERUPT
=
Remove portion of driveway
-
III II 111 III
III 11 111 III I
�
WP DUPLEX OUTLET- WEATHERPROOF
(,OkD,5
�,
UI 3' S' 5'-5"
1 REMOVE ENTIRE "11
Qla
II NORTHEAST I_d
lu II ADDITION 11;
+42"
g DUPLEX OUTLET -SPECIFIED DISTANCE
ABOVE FIN. FLR.
wall
_
w> „ 5 -
30 pkt
c
wP
II II
1u
DUPLEX OUTLET IN FLOOR
n
GF�
lu a II I1u II
`
FLR
m
.�
I 1
closet
..
-------- Ili
D/cot SMOKE &CO2DETECTOR - HARD WIRED
&INTERCONNECTED
VAULT CEILING I I
o1
BEDRM 1
-
"'
a--'
I;
o1
------- UNDER CABINET LIGHT
under cab It
�'
N
01 _
- 1 I11
O NETWORK CONNECTION
O 1
L BEDRM 4
I q I I
WALL PLATE CO-AX CABLE OUTLET
48" bi fold
FLAT CEILING
111 III
co-ax
Lri
ql III
I 111 III
-
attic
WALL PLATE USB OUTLET
1D
_
5 access 5"
Ili = �_-____ - - - - - - - - �l
III II II
USB
"' wP
GFC
3'-1011
31 311 511i 2'-1" 511 2'-7"i 12'-10"
pw� -
L5
r
'
III II II II I
III II II I � I
C
I
III II II I I I
IL
New
New
Lri
built-i
r helvi
--
r�_______,
- - - - II
Wholehousemechanical
ventilation system per M1505.4le
3080
tfan -
0 min
o minsoc
A-5
II
,
II ,I
consisting of one or more
r`/
fV
�
5 e r
A-5
Replace „
��
________=
III II II I I � II, rC------ /�
exhaust fans, or an ERV HRV
integral fans,
�
_
�
tem ered f d
p
in
II
-,, 1'
I I I I
with g associated
_ -
_
\ \ /
- -- - - -- - 1 -II-- - --'
L_
ducts and controls.
tubul
Replace
windows.
- o o
-------$-----==i_�` v
Whole -house Exhaust fans.
2 double hung 2848
o
sk li a Exha stfa
y
w II
X
\v
T Remove ;` - - -�
Exhaust fans required shall be
replacement windows field verify
- -' X
ex.
W O
[:1
-' min 5 cf -
bath 2 ^' TZQ
-
Remove
walls & - - - -
-
\ fixtures@ /
ducted direct) to the outside.
v
Exhaust air outlets shall be
-
` tubular
Ilte
��ab.
reryainJExstingoutlets,lights, KITCHEN \
switches to remain.
TCEILING _
-
--
closet.
'� I
�
_______I
� master bath.
I
/
designed to limit the pressure
� sk
� Exhaust fan
Remove
portion of
p
+\ Vrt `
------�
F _
-----
\ - -- - I' r
-1
to the outside and
backdraft
o
to cl min
to
100cfm
c rn
-
\
+42"
gfci buil i n CIOSet
she) ing
west wall
- - - - - )
L__
,
�/ 10
,I 1� III II II
1--.
U
equipped with
dampers or motorized dampers
p P
0
z
OFFICE FLEX SPACE
2 2 -6 1-9 +4z"
\
8 bi- ass
p
U
for new
window.
Replace
--+\-�--------------------------------\
°------- __ ==so=-==-----------
-*--.-
o �
- - ° °
-
m / \ -/
i - - -- /
I c
/ L J s�
In accordance with the
Washington State Ener Code.
g Energy
-
104 sf
T�_� _ VIP N
------- - --- ---------
I ,
_ /
2'-3" 2'-5" 5 1'-6" -7" 5'
`V FLAT CEILING
`r'
north
\
/
- - - - ,I r�', 11 / _ _
J
�
The system shall be designed
Y g
and installed to exhaust and/or
`°
�'-10" �I I I 1 /
\
=
n BEDRM 3
�,
window.
` - - - - - - - - - - - - -
J
1 y \ L - - -J 1_ _
&- - - -- -_ ---_ _ _ _ = E
supply 65 cfm. The whole house
w
z
Existingoutlets,
lights, switches to
+42" +42"
- J
\ _ _ _ _ _ _ _ _ -_ _ _ _ _ _
W
G C
Z = J -
;U u 1 l i 1
,_ u'I / \
�_
(, ventilation system shall be
('6 configured with intermittent off
E
remain.
N
\ - - - - - - - - - - - -
+48" couter
\
\
I,
_ _ _ _ _
- � I I 1 I I 1
ILL �� �' I I 1
- - -f J
Q)
controls per Section
M1505.4.3.2. Design
\ To/existing
I hts
Increase _
\
"
\
/enlarge
Remove` -
-
and
� installation of the system or
\ io
,,
cased �n
\ Ln
_
o
\
/ laundry closet. \ Remove
cased
• —
be in
m
\ /
o enin to
p g
Egs outlets,
g
�N _
.
e,'1,1
opening.
\ / ,walls &
�i
equi ment shall carried out
p
L)
42 wide
ants, witcnesto
\ remain.
w o
�cr
N
gas
II \ /
�V fixtures @
_
accordance with manufacturers
F ga
in
/
FLAT bath 3
3w rn
_
\ /
- - - - - - both. _ _ _ _ _
installation instructions. Whole
Q� house fans b
\ /
NO CHANG
FL Lr)
Ln
u \ /
ventilation shall e
rated for sound at a maximum of
\ /
New interior
. 1.0 sone. The whole house
i
To existing
\ / l i hts g
so"x80' be
BEDRM 2 \
supply fan shall provide ducted
g
outdoor ventilation air to each
=
o u.n.o.
Remove low
walls& / \
,;
BEDRM 2 Replace
L 1 habitable space within the
residential unit.
/ \
o
/
lights,
_
Remove window
II
dividing wall. / \
windows.
switches to r
remain. � `�
10 II �
III & portion of wall
I
/ \
II
-10"
/ \
roof
I
L ,
/ \
_ _
Existingoutlets,
lights, switches to
0 H.
,
I'I
---------
L--
-
LIVING ROOM
remain.
P
3660-D
-
new
FCI
'
/
\
NO CHANGE TO
/ \
E O 3 '-4" 3'
CHANGE
4'-5" ° o
=
o
EXISTING WALL
/
EXISTING
3_� o
in
in
"^
A-5
/
\
Ln
INTERIOR INSULATION
OF EXISTING WALL
/ \
3 N
INTERIOR INSULATION c
ins
Replace
\
Replace
8460 replacement
/ \
OF EXISTING WALL
windows.
\
windows.
window field verify
;--I
®.2dou
v
New entry door sidelites 6481
v
e ungw top mullions °
36" x 60" windows
E
5'
6' 3'-4"
A
EXTERIOR
WALL
ASSEMBLIES
WILL NOT
ENCROACH
20' front
setback
20' front
setback
- - -
76.13
ALDEIII
I
I
76.13' ALDER
STREET PROPOSED - FLOOR PLAN
1/4"
= 1'-0"
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
O �
=O
s � �
Lfi
—
1:
0
F—
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w
N
00
00
1:~
O
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6
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0
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-
=
0-
J
U
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DATE PLOTTED
8/4/2023
SCALE
varies
FILE NAME
Hill plan c
SHEET
A-2
EXISTING FRONT (SOUTH) ELEVATION
EXISTING NORTH GARAGE ELEVATION L
EXISTING SOUTH GARAGE ELEVATION
II
EXISTING NORTH ELEVATION WITHOUT GARAGE L
I ------
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
O �
0
S � -7�
z
C
�W c�
z
5
�¢�x3
C W
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o v
Lfi
—
37
o
F-
LU
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N
C
00
00
O
N
Z
Q
s
U
LLJ
6
Lu
ZO
a
cn
LLI
S
-
—�
=
0-
J
U
J
DATE PLOTTED
8/4/2023
SCALE
varies
FILE NAME
Hill plan c
SHEET
EXISTING WEST ELEVATION
A-3
Required handrails shall be of one of the following types or provide equivalent graspability.
Type I. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches (32 mm) and not greater than 2
inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches (102 mm) and not greater than
61/4 inches (160 mm) with a cross section of dimension of not more than 2-1/4 inches (57 mm). Edges shall have a radius of not less than
0.01 inch (0.25 mm).
Type II. Handrails with a perimeter greater than 6-1/4 inches (160 mm) shall have a graspable finger recess
area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch It 9 mm) measured vertically from the tallest
portion of the profile and achieve a depth of not less than 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile.
This required depth shall continue for not less than 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest
portion of
the profile. The width of the handrail above the recess shall be not less than 11/4 inches (32 mm) and not more than 2314 inches (70 mm).
Edges shall have a radius of not less than 0.01 inch (0.25 mm)
PROVIDE CONTINUOUS
HANDRAIL ON AT LEAST ONE
SIDE @ ALL STAIRS WITH 4 OR
MORE RISERS
1%" HANDRAILS SHALL BE
min CONTINOUS FROM A POINT
DIRECTLY ABOVE THE TOP
RISER TO A POINT DIRECTLY
4 2 O ABOVE THE LOWEST RISER
m/ax THE USE OF A VOLUTE,
TURNOUT OR EASING IS
PERMITTED ABOVE THE LOWEST
STAIR
HANDRAIL ENDS SHALL BE
RETURNED OR TERMINATED IN
SAFETY TERMINALS
HANDRAILS AND GUARD RAILS
TO WITHSTAND A 200 LB
CONCENTRATED LOAD APPLIED
AT THE TOP OF THE RAIL
MIN & MAX DIMENSIONS AS
SHOWN
H n D ^ ^ SEE STRUCT ENG DETAILS FOR
\vl K A CONNECTIONS
1 D6 HANDRAIL SEE STAIR DETAIL FORITREADS 1
AND RISERS
N
30.64'
105.64'
30.64'
Maximum allowed Height = 130.64'
+123.97'
u,lN
130.64'
Maximum allowed Height = 130.64'
+123.97'
MAXIMUM ACCESSORY HEIGHT
N — RAISED HEEL TRUSS
TOP OF PLATE - EXISTING
08'-o" FLOOR - HOUSE
00 Average grade = 105.64'
N
105.64' _ FLOOR - MUDROOM
J105'-2-3/4" FLOOR - GARAGE
N
Replacement windows
NEW ENTRY DOOR & SIDELITES
MAX
U-VALUE
0.30
PROPOSED FRONT (SOUTH) ELEVATION
Replacement windows
\ T I
I
I
I
I
I
I
I
I
new 3660-DH
I
I
Eave of
addition
within 5' of
property
line to be 1
hour
fire -rated
10"
Eave of addition
— MAXIMUM ACCESSORY HEIGHT 6:12 Eave of within 5' of existing
o addition garage roof to be 1
within 5' of hour fire -rated
property
line to be 1
hour
RAISED HEEL TRUSS fire -rated
�— TOP OF PLATE - EXISTING
00 North wall @ ddition
to be 1 hourfi -rated
t71
L L—J
new 4661-DH new 4661-DH new 4661-DH new 3660-DH new 3660-DH ew
EGRESS EGRESS EGRESS EGRESS 1/4
108'� FLOOR - HOUSE ite
oor
Average grade = 105.64' AX
N U VALUE
105 4 105'-4" FLOOR - MUDROOM
30
105' 2-3/4" FLOOR - GAR PROPOSED EAST ELEVATION 1'
A
Maximum allowed Height = 130.64'
MAXIMUM ACCESSORY HEIGHT
RAISED HEEL TRUSS
TOP OF PLATE - EXISTING
108'-0 FLOOR - HOUSE
Average grade = 105.64'
105'-4" FLOOR - MUDROOM
105'-2-3/4" FLOOR - GARAGF_
Ln
N
30.64'
+123.97'
Maximum allowed Height = 130.64'
existing
North wall @ addition
to be 1 hour fire -rated
PROPOSED WEST ELEVATION
ext.
door
2'
GAP
Eave of addition
within 5' of existing
garage roof to be 1
hour fire -rated
new
34
door
MAX
U-V LUE
L
PROPOSED NORTH GARAGE ELEVATION II
L _ � II II II
new new
36"x60" 36"x60"
dh dh
L�J
r_J
F J O O
F _ J
F_J
I
new new
36'x60" 36"x60"
dh I dh
new
36"x60"
dh
PROPOSED -ELEVATIONS 1/411 = 1'-011
existing
6:12
6448 do I i ble hung
6448 double hung
I O
Align w/ bottom
eg of existing siding
existing 6'-4"
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
O
�
S
�
O
�
z
0
z
�U�
�¢�x3
C W
a
o � F
o �
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O
I� U
LU N
00 �^ ~
°O , = O
V IY
N Z Q s
U LLJ 6
Lu a (n
p w s
0— J J
DATE PLOTTED
8/4/2023
SCALE
varies
FILE NAME
Hill plan c
SHEET
A-4
REPLACED BY WALL
SECTION F ON A-6
OF SUPPORTING A 300 LB
SEE STRUCT ENG DET
LOAD @ ANY POINT
FOR CONNECTIONS
MIN. TREAD WIDTH = 36".
HANDRAILS MAY PROJECT
1-1/2" INTO WIDTH
MIN. TREAD DEPTH = 10"
�y
MAX. TREAD HEIGHT = 7.75"
PROVIDE CONTINUOUS
HANDRAIL OR TERMINATE @
NEWEL POST OR SAFETY
4"
TERMINAL
MAX
HANDRAILS AND GUARD RAILS
4°
TO WITHSTAND A 200 LB
MAX
CONCENTRATED LOAD
°
APPLIED AT THE TOP OF THE
RAIL
INFILL COMPONENT TO
_
x
WITHSTAND A 50 LB LOAD
1
APPLIED OVER A 12"X12" AREA
MIN.
GLASS ELEMENTS TO BE
3 4" — 1-1/4"
DESIGNED WITH A SAFETY
GUARDRAIL
J
nosing req'd for
FACTOR OF 4 (per SBC
REQ'D WHERE
treads < 11°
2407.1.1)
DECK SURFACE
IS >/= +30
MIN & MAX DIMENSIONS AS
ABV GRADE OR
3/8" MAX VARIATION IN
SHOWN
FIN FLR
RISER & TREAD DIMS.
STAIRS
& GUARDRAILS
d6stair.DWG
SEE DET #1 ON A-4 FOR HANDRAIL
z
CUT EXISTING
GARAGE ROOF
OVERHANG
HARDIE PANEL SIDING
FLUSH WITH
FACE OF SOUTH
GARAGE WALL
WALL SHEATHING
R-21 BATT INSUL
5/8" G W B
NEW HARDIE
PANEL @
SOUTH FACE
OF EXISTING
GARAGE WALL
2x6 STUD WALL
EXTEND WALL STUDS
ON INTERIOR SIDE
1.75" w/
FOAM -BACKED
6" -1211
FURRING STRIPS. FILL
GAPS w/ SPRAY FOAM
WHERE NECESSARY.
gap varies
SEPARATION @ GARAGE
SHOWER
D8shower.DWG
SEE ENGINEERING DRAWINGS FOR FRAMING
SIZES AND DETAILS AND NAILING.
RAISED HEEL PLATED TRUS
ROOFING AIR FLOW TO
CONTINUOUS RIDGE VENT
ROOF SHEATHING
VAPOR BARRIER �I
1
FLASHING TO BE INSTALLED IN A
MANNER THAT PREVENTS l\
MOISTURE FROM ENTERING
GLASS PANEL
CERAMIC OR MARBLE SLAB
CEMENT BACKER BOARD
WALL STRUCTURE
Z FLASHING
ONE-PIECE READY TO TILE
SHOWER PAN WITH ( inn
THINSET CONCRETE
FLOOR STRUCTURE
NOTE:
NO
INSULATION
@ GABLE
GUTTER
ENDS OF
ATTIC.
FURR OUT
TO MATCH
MIN. 2 AIR SPACE
FACE OF
TO RIDGE VENT
SIDING.
BAFFLE TO MAINTAIN AIR SPACE
FIRE &EMBER SAFE 3.5x22
EAVE VENT INSTALLED PER
R-49 BATT INSULATION
MFR INSTR. (min.15 vents @
DO NOT COMPRESS
addition)
5/8" GYP WALL BOARD
WALL SHEATHING
1 HOUR FIRE RATED FIBER
CEMENT BOARD. HARDIE
WALL FRMG 2x6 STUDS @ 16" O.C.
PANEL OR OTHER.
R-21 FACED BATT INSUL
LAPPED $" CEMENT FIBER SIDING FASTENED TO
BATTENS
ROOFING TO BE ASPHALT
VERTICAL WOOD BATTENS PER HARDIE TECH
SHINGLES OR METAL ROOFING
NOTE #19. FASTENERS DRIVEN 2" INTO STUDS W/
WITH APPROVED
FULL COVERAGE, AIR SEAL MISSED NAILS FROM
UNDERLAYMENT
INSIDE OF WALL WHERE POSSIBLE, REFER TO
HARDIE TECH FASTENER DETAILS ON THIS PAGE.
2" MINERAL WOOL BOARD R 7
INSUL TYPICAL
VAPOR RETARDER SEALED AT TOP, BOTTOM &
@ HEADERS
SEAMS
R-10 FACED RIGID FOAM w/SEAM TAPE & INSECT
BARRIERS ABOVE GRADE. DO NOT SEAL SEAMS
BELOW GRADE. REPAIR TEARS IN FACING.
PROTECTIVE COATING APPROVED
BY RIGID INSULATION MANUFACTURER
FLASHING
CONTINUOUS COR-A-VENT INSECT BLOCKER OR
EQUIVALENT AT BOTTOM OF BATTENS
3/4" SHEATHING & FLOOR
VAPOR RETARDER
UNFACED BATT INSUL R-30
Ff--INSUL. SUPPORTS @ 24" O.C.
z
SEE ENGR. FOR SUBFLOOR
�D
e PRESSURE TREATED MUDSILL
SILL SEAL & CAPILLARY BREAK
FOUNDATION VENT
zr
--� ° (see plan for size & location)
d ® CONTINUOUS GLUE OR CAULK BETWEEN STEM
00
° WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
=1
& SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
BARRIER TO INTERIOR STEM.
BLOCK TO SECURE VAPOR BARRIER
4 PERF. DRAIN
d CLASS 1 VAPOR BARRIER
TIE TO EXIST
TIGHT LINE
SEE ENGINEERING PLANS FOR FOOTING CRAWLSPACE VAPOR BARRIER TO BE SEALED TO
SYSTEM
DIMENSIONS & CONC REINFORCEMENT EXPOSED FOOTINGS & POSTS w/ MESH TAPE &
MASTIC. OVERLAP 12" @ JOINTS & SEAL w/ TAPE.
SEAL ALL TEARS & HOLES MADE DURING CONSTR.
WALL SECTION: EXTERIOR INSULATION, 1 HOUR FIRE
RATING, VAULTED CEILING, NEW CRAWLSPACE 111 = 1'-011
1" = 1'-0"
1'-0"
All insulation to be installed per manufacturer's
instructions
Completely fill all exterior wall cavities and insulate to the
full required R-Value. Exterior wall cavities are considered
to be any wall separating a heated space from an
unheated space. This includes but is not limited to:
• Behind shower/tub enclosures on exterior walls
• Where interior and exterior walls meet and at exterior
corners
• Stairwells to unheated basements
• Skylite chases through attics Also see:
WSEC
Builder's Field
Guide for more
exterior interior wall wall framing
corner intersection and insulation
Do not compress insulation behind options and
electrical boxes or around pipes details
INSULATION
D4EXTINSUL .DWG
FI nOR OR CEILING FRAMING
R LAUNDRY EXHAUST FAN MIN. 50 CFM ON TIMER SWITCH
CA-_,.
518" GYP WALL BOARD
WALL SHEATHING
WALL CAP WITH DAMPER & SCREEN
LOCATE WALL CAP MIN. 10' FROM ANY AIR INLET
BATH OR LAUNDRY VENT
RAISED HEEL PLATED TRUSS --
ROOFING
ROOF SHEATHING
VAPOR BARRIER
FLASHING TO BE INSTALLED IN A
MANNER THAT PREVENTS
MOISTURE FROM ENTERING
GUTTER
FIRE & EMBER SAFE 3.5x22
EAVE VENT INSTALLED PER
MFR INSTR. (min.15 vents @
addition)
1 HOUR FIRE RATED FIBER
CEMENT BOARD. HARDIE
PANEL OR OTHER.
ROOFING TO BE ASPHALT
SHINGLES OR METAL ROOFING
WITH APPROVED
UNDERLAYMENT
INSULTYPICAL
@ HEADERS
D11exhaustfan.DWG
SEE ENGINEERING DRAWINGS FOR FRAMING
SIZES AND DETAILS AND NAILING.
AIR FLOW TO
CONTINUOUS RIDGE VENT
N TS
NOTE:
NO
INSULATION
@ GABLE
ENDS OF
ATTIC.
FURR OUT
TO MATCH
FACE OF
SIDING.
MIN. 2" AIR SPACE
TO RIDGE VENT
BAFFLE TO MAINTAIN AIR SPACE
R-49 BATT INSULATION
DO NOT COMPRESS
5/8" GYP WALL BOARD
WALL SHEATHING
WALL FRMG 2x6 STUDS @ 16" O.C.
R-21 FACED BATT INSUL
LAPPED $" CEMENT FIBER SIDING FASTENED TO
BATTENS
VERTICAL WOOD BATTENS PER HARDIE TECH
NOTE #19. FASTENERS DRIVEN 2" INTO STUDS W/
FULL COVERAGE, AIR SEAL MISSED NAILS FROM
INSIDE OF WALL WHERE POSSIBLE, REFER TO
HARDIE TECH FASTENER DETAILS ON THIS PAGE.
2" MINERAL WOOL BOARD R 7
VAPOR RETARDER SEALED AT TOP, BOTTOM &
SEAMS
R-10 FACED RIGID FOAM w/SEAM TAPE & INSECT
BARRIERS ABOVE GRADE. DO NOT SEAL SEAMS
BELOW GRADE. REPAIR TEARS IN FACING.
PROTECTIVE COATING APPROVED
BY RIGID INSULATION MANUFACTURER
FLASHING
CONTINUOUS COR-A-VENT INSECT BLOCKER OR
EQUIVALENT AT BOTTOM OF BATTENS
3/4" SHEATHING & FLOOR
VAPOR RETARDER
UNFACED BATT INSUL R-30
-INSUL. SUPPORTS @ 24" O.C.
SEE ENGR. FOR SUBFLOOR
--PRESSURE TREATED MUDSILL
SILL SEAL & CAPILLARY BREAK
FOUNDATION VENT
--� ° (see plan for size & location)
d d
CONTINUOUS GLUE OR CAULK BETWEEN STEM
00 ° ® WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
& SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
d ° BARRIER TO INTERIOR STEM.
d ° BLOCK TO SECURE VAPOR BARRIER
4 PERF. DRAIN d CLASS 1 VAPOR BARRIER
TIE TO EXIST
TIGHT LINE SEE ENGINEERING PLANS FOR FOOTING CRAWLSPACE VAPOR BARRIER TO BE SEALED TO
SYSTEM DIMENSIONS & CONC REINFORCEMENT EXPOSED FOOTINGS & POSTS w/ MESH TAPE &
MASTIC. OVERLAP 12" @ JOINTS & SEAL w/ TAPE.
SEAL ALL TEARS & HOLES MADE DURING CONSTR.
WALL SECTION: EXTERIOR INSULATION, 1 HOUR FIRE
RATING, FLAT CEILING, NEW CRAWLSPACE 111 = 1'-011
existing
truss roof Cut existing garal
structure to overhang flush wi
remain
existing
existine slab on erade &
footings to remain
SEE A-6 FOR HARDIE / ROCKWOOL
ATTACHMENT GUIDELINES
RAISED HEEL PLATED TRUSS
ROOFING
ROOF SHEATHING
VAPOR BARRIER
FLASHING TO BE INSTALLED IN A
MANNER THAT PREVENTS
MOISTURE FROM ENTERING
GUTTER
INSECT PROOF EAVE VENT
INSTALLED PER MFR INSTR.
CONTINUOUS OR w/
CAPACITY SHOWN ON PLAN
ROOFING TO BE ASPHALT
SHINGLES OR METAL ROOFING
WITH APPROVED
UNDERLAYMENT
INSUL TYPICAL
@ HEADERS
SEE ENGINEERING DRAWINGS FOR FRAMING
SIZES AND DETAILS AND NAILING.
AIR FLOW TO
CONTINUOUS RIDGE VENTS
NOTE:
NO
INSULATION
@ GABLE
ENDS OF
ATTIC.
FURR OUT
TO MATCH
FACE OF
SIDING.
MIN. 2" AIR SPACE
TO RIDGE VENT
BAFFLE TO MAINTAIN AIR SPACE
R-49 BATT INSULATION
DO NOT COMPRESS
1/2" GYP WALL BOARD
WALL SHEATHING
WALL FRMG 2x6 STUDS @ 16" O.C.
R-21 FACED BATT INSUL
LAPPED $" CEMENT FIBER SIDING FASTENED TO
BATTENS
VERTICAL WOOD BATTENS PER HARDIE TECH
NOTE #19. FASTENERS DRIVEN 2" INTO STUDS W/
FULL COVERAGE, AIR SEAL MISSED NAILS FROM
INSIDE OF WALL WHERE POSSIBLE, REFER TO
HARDIE TECH FASTENER DETAILS ON THIS PAGE.
2" MINERAL WOOL BOARD R 7
VAPOR RETARDER SEALED AT TOP, BOTTOM &
SEAMS
R-10 FACED RIGID FOAM w/SEAM TAPE & INSECT
BARRIERS ABOVE GRADE. DO NOT SEAL SEAMS
BELOW GRADE. REPAIR TEARS IN FACING.
PROTECTIVE COATING APPROVED
BY RIGID INSULATION MANUFACTURER
FLASHING
CONTINUOUS COR-A-VENT INSECT BLOCKER OR
EQUIVALENT AT BOTTOM OF BATTENS
3/4" SHEATHING & FLOOR
VAPOR RETARDER
UNFACED BATT INSUL R-30
-INSUL. SUPPORTS @ 24" O.C.
SEE ENGR. FOR SUBFLOOR
--PRESSURE TREATED MUDSILL
SILL SEAL & CAPILLARY BREAK
FOUNDATION VENT
--� °D (see plan for size &location)
n d
CONTINUOUS GLUE OR CAULK BETWEEN STEM
00 ° ® WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
& SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
d ° BARRIER TO INTERIOR STEM.
d ° BLOCK TO SECURE VAPOR BARRIER
4" PERF. DRAIN d CLASS 1 VAPOR BARRIER
TIE TO EXIST °
TIGHT LINE SEE ENGINEERING PLANS FOR FOOTING CRAWLSPACE VAPOR BARRIER TO BE SEALED TO
SYSTEM DIMENSIONS & CONC REINFORCEMENT EXPOSED FOOTINGS & POSTS w/ MESH TAPE &
MASTIC. OVERLAP 12" @ JOINTS & SEAL w/ TAPE.
SEAL ALL TEARS & HOLES MADE DURING CONSTR.
C WALL SECTION: EXTERIOR INSULATION, NO FIRE RATING,
FLAT CEILING, NEW CRAWLSPACE 111 = 1'-011
UV IL_VIIVV JL_l� I IVI V L_L_
Eave of addition
within 5' of existil
garage roof to be
hour fire -rated —
GARAGE
Eave of
addition
within 5' of
property
line to be 1
hour
fire -rated
PROPOSED - BUILDING SECTIONS 1/4" = 1'-0"
-No h wall @ addition
to e 1 hour fire -rated
open
shly.
M D
U-VALUE
zo
BUILDING SECTION DD
BATH 1
m
to
Bdrm
1
BUILDING SECTION BB
new
64" x 48"
new window
1/4
I ite
door
MAX
U-VALUE
0.30
N
130.64'
Eave of
addition
within 5' of
property
line to be 1
hour
fire -rated
Maximum allowed Height = 130.64'
MAXIMUM ACCESSORY HEIGHT
RAISED HEEL TRUSS
TOP OF PLATE - EXISTING
108'-0 FLOOR - HOUSE
OP
Average grade = 105.64'
.64' N 105'-" 4FLOOR - MUDROOM
J-105' -2-3/4" FLOOR - GARAGE
�pla �ment
wi Ow
fief erify
- existing
L-_1
BUILDING SECTION CC L
PROPOSED NORTH ELEVATION WITH SECTION THROUGH NEW LAUNDRY / MUDROOM TOWARD HOUSE L
_
o,
o
-
---------------------------------
High cupboard
Water heater closet
Floor structure
Storage cupboards under floor
--------------------------- ------------'-
-----------'-
Stairs up
to
window
lined
hall
------
----
to
bedrm
2
0
----------
---- ----
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
5
_)
_7�
N
S
�
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O
�
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E�
O
E�
wU42
x��x3
� w
a
Of
H
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00 1: ~
00 0 0
N Z a s
w 6
--K:s Lu Q U)
Zp LU UN
U
IL J J
DATE PLOTTED
8/4/2023
SCALE
varies
FILE NAME
Hill plan c
SHEE
A-5
WALL SECTION
MAP nts
A
A
VAULT CEILING
VAULT CEILING
Ulu
3�a
VAULT CEILING III
FLAT CEILING
-------2248 attic)
access,
tubular,
skylite',
FLAT CEILING
I -
�- ----- - -1----------------
--------- --
104 sf FLAT CEILING
I
I�
r — ga FLAT CEILING\
Sim
------�
�-5
I
I
— — — — — — — t —
I
I
I
I
I
I
I
E
A-6
INSUL TYPICAL
@ HEADERS
$FI
tubular
skylite
----L----- y--------------J C
EXISTING EXTERIOR WALL, CEILING & ROOF
STRUCTURE TO REMAIN. ADD EXTERIOR
INSULATION & SIDING.
WALL SHEATHING
LAPPED 8" CEMENT FIBER SIDING FASTENED TO
BATTENS
VERTICAL WOOD BATTENS PER HARDIE TECH
NOTE #19. FASTENERS DRIVEN 2" INTO STUDS W/
FULL COVERAGE, AIR SEAL MISSED NAILS FROM
INSIDE OF WALL WHERE POSSIBLE, REFER TO
HARDIE TECH FASTENER DETAILS ON THIS PAGE.
2" MINERAL WOOL BOARD R 7
VAPOR RETARDER SEALED AT TOP, BOTTOM &
SEAMS
R-10 FACED RIGID FOAM w/SEAM TAPE & INSECT
BARRIERS ABOVE GRADE. REPAIR TEARS IN FACING
w/ ALUMINUM TAPE.
PROTECTIVE COATING APPROVED
BY RIGID INSULATION MANUFACTURER
FLASHING
CONTINUOUS COR-A-VENT INSECT BLOCKER OR
EQUIVALENT AT BOTTOM OF BATTENS
R-10 UNFACED RIGID FOAM RATED FOR CRAWL
d ° SPACE APPLICATION
o CONTINUOUS GLUE OR CAULK BETWEEN STEM
WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
d ° & SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
d BARRIER TO INTERIOR STEM.
EXISTING STEM WALL & '
CRAWL SPACE. ADD 4 BLOCK TO SECURE VAPOR BARRIER
CLASS 1 VAPOR BARRIER ° ° °d CLASS 1 VAPOR BARRIER
& INSULATION. SEE ° 4'_ WHERE POSSIBLE, INSULATION & VAPOR BARRIER TO
PLANS FOR VENTILATION. 4 BE APPLIED TO WITHIN 4" OF TOP INSIDE OF STEM
d WALL. APPLY EXTERIOR RIGID FOAM TO TOP 4" OF
d STEM WALL.
CRAWLSPACE VAPOR BARRIER TO BE SEALED TO
EXPOSED FOOTINGS & POSTS w/ MESH TAPE &
MASTIC.
WALL SECTION: EXTERIOR INSULATION, NO FIRE RATING,
J FLAT CEILING EXISTING CRAWLSPACE 1" = 1'-0"
INSULTYPICAL
@ HEADERS
EXISTING EXTERIOR WALL, CEILING & ROOF
STRUCTURE TO REMAIN. ADD INTERIOR
INSULATION.
EXISTING WALL SHEATHING & SIDING
REMOVE INTERIOR GWB & BATT INSULATION
EXTEND WALL STUDS ON INTERIOR SIDE 1.75" w/
FOAM -BACKED FURRING STRIPS. FILL GAPS w/
SPRAY FOAM WHERE NECESSARY.
R-21 BATT INSULATION @ EXPANDED STUD BAYS.
RIGID FOAM INSULATION @ HEADERS & WALL
PLATES WERE POSSIBLE.
LAPPED," CEMENT FIBER SIDING FASTENED TO
BATTENS
VAPOR RETARDER SEALED AT TOP, BOTTOM &
SEAMS
ROOFING TO BE ASPHALT
SHINGLES OR METAL ROOFING
WITH APPROVED
UNDERLAYMENT
FLASHING TO BE INSTALLED IN A
MANNER THAT PREVENTS
MOISTURE FROM ENTERING
Eave of addition
within 5' of existing
garage roof to be 1
hour fire -rated
RAISED HEEL PLATED
ROOFING
ROOF SHEATHI
INSUL TYPICAL
@ HEADERS
NOTE:
NO INSULATION @ GABLE ENDS
OF ATTIC. FURR OUT TO MATCH
FACE OF SIDING.
SEE ENGINEERING DRAWINGS FOR FRAMING
SIZES AND DETAILS AND NAILING.
R-49 BATT INSULATION
DO NOT COMPRESS
5/8" GYP WALL BOARD
EXTEND WALL STUDS ON INTERIOR SIDE 1.75" w/
FOAM -BACKED FURRING STRIPS. FILL GAPS w/
SPRAY FOAM WHERE NECESSARY.
WALL SHEATHING
WALL FRMG 2x6 STUDS @ 16" O.C.
MIN. R-24 FACED BATT INSUL
1- HR CEMENT FIBER SIDING OR PANELS T.B.D.
EXTEND WALL STUDS ON INTERIOR SIDE 1.75" w/
FOAM -BACKED FURRING STRIPS. FILL GAPS w/
SPRAY FOAM WHERE NECESSARY.
VAPOR RETARDER SEALED AT TOP, BOTTOM &
SEAMS
PROTECTIVE COATING APPROVED
BY RIGID INSULATION MANUFACTURER
FLASHING
PRESSURE TREATED MUDSILL
z
SILL SEAL & CAPILLARY BREAK
SEE ENGINEERING PLANS FOR FOOTING
d °
�
DIMENSIONS & CONIC REINFORCEMENT
R-10 UNFACED RIGID FOAM RATED FOR CRAWL
d
d
° ° d ° ° d
SPACE APPLICATION
d
° ,
d
° CONTINUOUS GLUE OR CAULK BETWEEN STEM
EXISTING STEM WALL & WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
° d ° ° °d °
d ° ° ° R 10 FACED RIGID FOAM w/SEAM
°
CRAWL SPACE. ADD 4 ' °d & SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
a ° ° TAPE & INSECT BARRIERS ABOVE
CLASS 1 VAPOR BARRIER BARRIER TO INTERIOR STEM.
& INSULATION. SEE d `
—
N
° d GRADE. DO NOT SEAL SEAMS
° ° °° BELOW GRADE. REPAIR TEARS IN
°
PLANS FOR VENTILATION. ° a °
° ° ° FACING.
°
° d BLOCK TO SECURE VAPOR BARRIER
° °° d CLASS 1 VAPOR BARRIER
4" PERF. DRAIN
TIE TO EXIST
° CONTINUOUS GLUE OR CAULK BETWEEN STEM
°
TIGHT LINE
° ° WALL & MUD SILL, MUD SILL & RIM, BETWEEN RIM
CRAWLSPACE VAPOR BARRIER TO BE SEALED TO
SYSTEM
° ° & SUBFLOOR, AT TOP OF CRAWL SPACE VAPOR
EXPOSED FOOTINGS & POSTS w/ MESH TAPE &
° ° d BARRIER TO INTERIOR STEM.
MASTIC. OVERLAP 12" @ JOINTS & SEAL w/ TAPE.
SEAL ALL TEARS & HOLES MADE DURING CONSTR.
SEAL ALL CRACKS
& JOINTS RADON/MOISTURE BARRIER
WALL SECTION: INTERIOR INSULATION, NO FIRE RATING,
WALL SECTION:
INTERIOR INSULATION, 1 HOUR FIRE
E
F I- if
) FLAT CEILING EXISTING CRAWLSPACE 1" = 1'-0"
RATING FLAT CEILING SLAB ON GRADE 1" =
_ / J
1 1
James Hardie Technical Bulletin #19
https://www.jameshardie.com/JamesHardieMainSite/
media/SiteDocuments/Tech
Design advice
Any information or assistance provided by James Hardie in relation to
specific
projects must be approved by the relevant specialists engaged for the
project eg. builder, architect or engineer. James Hardie will not be
responsible in connection with any such information or assistance."
Example diagram from James Hardie US Technical Bulletin #19
Figure from USTB 19 demonstrating how to fasten cement fiber to wood furring and how to
fasten wood furring over exterior insulation directly into framing. Specific members of the
assembly in this image shall not supersede those in Details A-F on pages A-5 and A-6, but this
fastening approach shall be used. While James Hardie makes clear in USTB 19 that "the siding
attachment system design is the responsibility of the design professional," Method 2 Guidance
in James Hardie USTB 19 as well as USTB 19 Tables A.1, A.2, and A.3 (recreated below) shall be
CI CI CIII.Cu uullll�' IdJLClllllb'.
Method 2: Applying Hardie® Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick:
When applying James Hardie Siding to furring strips, which Is applied on foam sheathing or other non-naiiable substrates (e.g. gypsum sheathing) with
a combined thickness up to 4 Inches thick, the foam sheathing and other non-nailable substrates do not have nail holding capacity. For that reason, the
designer needs to reestablish the siding's nail holding surface. When applying by this method, the nail holding substrate for the cladding is the furring strips.
The basic premise of Melhod 2 is to reestablish the nail base overtop the foam sheathing by installing a furring that has sufficient thickness to accommodate
the James Hardie® Siding fastener.
EXTERIOR WALL COVERING ASSEMBLY
{y�
Siding fastener (nail or screw) (face or blind nail, see relevant
installation instructions)
James Hardie Fiber -cement Siding
Wood furring, WSP, or steel furring
Furring fastener
Thickness of rigid foam sheathing, as required
❑pt€onaI wall sheathing, as required by applicable building code (e.g.
gypsum sheathing, WSP, or other)
Wall framing per code (e.g. wood or steel studs)
Consult water -resistive harrier fWRBj manufacturerfor plorement of
WRB.
Figure 2: Exterior VMl Assembly for Siding applied to Furdnq
NOTE: If layerF ftm Figure 2 above is a non-nadable substrate fe-g. gypsum sheathing), the combined thickness of layers E + F
must he less than 4 inches.
Table A.1: James Hardie Product Literature
TAIRLIE A.y. JAMES HAIMbIE PRODUCT UTE RATLEpE
PMDUCT
SUBJECT UATITR
LINK
HatdiaPlari Lap 5idlM,
Iliivdl stab SidN.
HardiaSINIni Eking
Ir•,r:. I!r:r'.^ !'r':
Ert :' r•h"•.1= .: • . 'E",9M3r1M
H_.. I ::.::.:, . Iss
hl_.:.;,r:r..,:_
Coj-Apprgh,-•.
hffp �fimmii.'Irqw5hs.'rflF.—3r'1.'I%-IwVi�rMF.sirgRlrldrFgrer_1wrhnCdIDWAnnKr15 !�ltml
EonlplafA Sidf*.
EErnper mI9 SidFlg
1p.sull
Code ApRmahi
1r chrrmIpDprlmetrla_cMtrpl
nr it " (op Rim
Pfevall1- Patio Siding
MsWII Irt'incl1u-II:3
htM r :-:xling.cofnl
Apprmls
.r! . . diN.s�rl�11d�1k1�9t?dA5i�18uldC�lil�d_1eCtIIti�IRI]!�uR1�11s 5[Ih111
tr,'.. .. :,dn4aUr'f van:ir All9 iprr fNrrrl
Adis A k.Rp Sking
In.01 IrWrok
C X Appl' elG
htlp;ir W :'��"�I dIC. OB1 by f�d LMld' fkGl�_1dC lr C �11]C�lftl�lTla" IkIN
Ffir "Sl5niIgcbr.2L1:
.iwrms KardieTed II Lal5erricm- 1- KO- 9+42-7?43
Table A:; James Hardie Siding Weight
TABLE A. 2: JAIVIES HARDIE STING WEIGHT
PR00I1GT
THICKNESS pNCFIESI
POUNDS PER SQUARE FOOT'
HiRd4F'L�n1!4�r S��
5f 1$
P:5
HamleperlquD SKMg
bmr rtka �rs:rp
S11�
Is
DmTprOe Sdng
511fi
2.3
Pre,al IW I•ap 50 A
2.5
Vrevel11,0 Panel Edeq
vis
s.$
ArlisanG Lap &ciao
S1
4.G
HardiuMin l& 9uart
N4
44
Harrlld'MrDG
,IruEBRO Foment Torn
1- in
E
Table A.3. Softwood Furring Weight
TABLE A-1 SGF rWOOU FURRING WEIGHT,
I11 MI =
AL TUAIL SIB
PURRINt WEIGH1
COKTRI BLITN)N AT SPAGJNG
(Ile X Illt}
firs x i+l]
fmnl M rnirl�
W&IghI
18 W. 0G
24 Ih: OC
(Ih�l11�i
IP!1
(PSO
I �. 2
19 Jii
U.1i
T r 3
19116L
0.47
1 Kd
r:x
191i�g
0•E4
G.'
1 K6
31`4x512
1�K140
1
0::•..
1 xB
'N4x7114
19x1P4
1.3
0.90
0-05
x
�1f x11
383B
0.55
0.41
2 K 3
11f2X2
30N114
D.D4
0.71
0.47
2K4
.38xsg
.28
0.95
4C-4
2 % 5
':2
359140
2
1.50
1 CI}
b8
1?4
1 38x19
198
1;
The Er@net:nlrg ?212.
rrtfpllrtxw.�+]I�en-� titaa�a r�.'��5opd•Iu�Gl'Omen�rr�•d_7#6�lstrnl
Table AA: Design G u idance on Furring Attachme nt for Ja riles H and ie Sid ing
TAIBLE#4: WS" GUIDAPI ON FUAMNGAT-FA910Ef#1`f%JAMES HAIIS.101HG
RMI1 W
R51.11 G
THICKNESS
Rt
r ANIf
EMPi1l
EMAIL
TEC# LREPORiS`
Nil
1INC) I
MEMBER
FFSfUill TIF'E
PIfDW
H IM
7E11 W 1DN:0 'Gee al
mam,m
p'�' Fmdem
FWAI'a� ,
rimer I � 17"& tie
mA�ril agree EI[I
Fate
I!5'9
ilk hYI�IPI.L�17
Mrim_rn 25! YeW
*WIFrinl!MThomhrCI;iM
Nabs
J wi lyis
: Nuod
'5LWt%AW4yq1AM YW
m1159ga1�I1'
FSIYr! Fhlrli
rNthhltww9n?xYle�rl111 vq'
4h ptrjpJD
CYyrrieH
6x99c1b pip
Y"N8MIXotArnk'
killrrrran 7 d graV
5€JFrIi
kilrrrum 20 �
rinlrum
3 mll mhd r.A
Vdtt.4 4ThLlt{p O Will
,.r 4mw
��
r� 3Wrr+q
rritu ew"fm arl��'
k4i11F�k]h.FSFIrI`�lsat�p
:A rei4
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r.r. `��yp
�nelhd
kfnir 110
•
�19 *111 #tell �
I i lalrxl
sbe',Y,dhculr
%note
H4r
KiUti�ir{%rrndlgrA+�Tr� oarrl
9r�aWrn Y! ftelia",
GaJSW
0 T W-VII
Drawings and the
Associated cad files
are considered
instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
iAll rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
s
o
4—'
�
--Izs
S
�
�
z
H
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�U
x
rq
u'
r, V)
rn 1:
— o
Mi U
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N
Lo
LID ZQ
_
N s
-1 lc�
U LLr K�_
W Q fn s
p 1:W s
— _J U
� J J
DATE PLOTTED
8/7/2023
iSCALE
i varies
FILE NAME
Hill plan c
SHEET
A-6
GENERAI STRIIC:TIIRAI NOTES
(The following apply unless shown otherwise on the plans)
THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE
ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF
INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL.
HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM
CRITERIA
TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-
A. CONCRETE ANCHORS
185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED
1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE
1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR
FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES
2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS.
USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL).
a. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037)
STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL.
2. DESIGN I DARING CRITERIA
b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713)
SNOW LOAD ROOF SNOW LOAD, Pf = 25 PSF
c. HILTI "KWIK BOLT TZ" (ICC-ES ESR-1917)
IMPORTANCE FACTOR, Is = 1.0
27. WOOD FASTENERS:
EXPOSURE FACTOR, Ce = 1.0
2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR
THERMAL FACTOR, Ct = 1.0
USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE:
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SLOPED ROOF FACTOR, CS = 1.0
a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508)
b. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR-4057)
SIZE LENGTH DIAMETER
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF
c. SIMPSON STRONG -TIE "AT-XP" (IAPMO UES ER-263)
6d 2" 0.113"
d. HILTI "HIT -RE 50043" (ICC-ES ESR-3814)
8d 2-1/2" 0.131"
WIND (MAIN WIND FORCE RESISTING SYSTEM) BASIC WIND SPEED = 97 MPH
e. HILTI "HIT-HY 200" (ICC-ES ESR-3187)
10d 3" 0.148"
ALLOWABLE STRESS DESIGN WIND SPEED = 75 MPH
12d 3-1/4" 0.148"
IMPORTANCE FACTOR, Iw = 1.0
won
16d 3-1/2" 0.162"
RISK CATEGORY = II
TOPOGRAPHIC FACTOR, Kzt = 1.0
18. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD
DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE
EXPOSURE CATEGORY = B
GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS.
FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF
INTERNAL PRESSURE COEFFICIENT, (GCpi)= 0.18/-0.18
CONSTRUCTION.
WIND BASE SHEAR (N/S) = 4.49 KIPS
JOISTS: HEM -FIR NO. 2
WIND BASE SHEAR (E/W) = 2.80 KIPS
(2X, 3X, AND 4X MEMBERS) MINIMUM BASE VALUE, Fb = 850 PSI
B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING
WITH NO COUNTERSINKING PERMITTED.
EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) Ss = 1.285
RFAM ANn STRINGERS: DOUGLAS FIR LARCH NO. 1
Sds = 1.028
(6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI
S1 = 0.452
28. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
Sd1 = 0.557
POSTS ANn TIMBERS: DOUGLAS FIR LARCH NO. 1
IMPORTANCE FACTOR, le= 1.0
(6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, FC = 1,000 PSI
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE
SITE CLASS D
INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF
SEISMIC DESIGN CATEGORY= D
STUDS PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH OR HEM -FIR NO. 2,
THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE.
RISK CATEGORY = II
MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, FC = 1,300 PSI
COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE
R = 6.5 FOR WOOD STRUCTURAL PANEL SHEAR WALLS
WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS
OVER STRENGTH FACTOR, Do = 3.0
19. LAMINATED STRAND LUMBER (LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF
AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR
DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0
THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP
WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY
REDUNDANCY FACTOR = 1.0
DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE
SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE.
SEISMIC RESPONSE COEFFICIENT, Cs = 0.158
REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL
SEISMIC BASE SHEAR = 9.5 KIPS
BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT.
B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM
MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO
SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE
RAIN INTENSITY 1.0 INCHES/HOUR
PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI,
PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID
BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION.
LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD.
BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR
DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE
STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS:
REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND
OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER
STUD SIZE MAXIMUM NOTCH / CUT MAXIMUM BORED HOLE
4. CONTRACTOR SHAI L PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL
LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
2X4 7/8" 1-3/8"
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
2X6 1-3/8" 2-1/8"
20. PREFABRICATED OPEN WER WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR
SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED
BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH
PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY
SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE -NOTCHED PLATES, ETC. SHALL BE DETAILED AND FURNISHED BY
OR CUT.
OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS
THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF IBC SECTION
RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
2303.4 (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW
WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER
PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL
16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE
ENTITIES OR PERSONS AT THE PROJECT SITE.
ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH
WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT.
MANUFACTURER'S SPECIFICATIONS.
6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
21. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BY THE WEYERHAEUSER.
O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0"
REQUIREMENT.
ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND
O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR
STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN
BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER
STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT
INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,
HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED.
OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM
SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB.
22. PREFABRICATED CONNECTOR PI ATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE
PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES
8. ALL STRI ICTIJRAI SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY
WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ANSI / TP 1-2014 FOR
(BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS
THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS
THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS.
PREPARED BY THE SUPPLIER.
TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE
9. STATEMENT SPEC:IAI INSPECTIONS-
MINIMUM TOP CHORD DEAD LOAD 10 PSF
THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE
THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR
MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF
SOLID BLOCKING AT ALL BEARING POINTS.
ARCHITECT. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE
SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION
WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER
NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE
REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2018 INTERNATIONAL
REFER TO DESIGN LOADING CRITERIA
TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE
BUILDING CODE. SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF SPECIAL INSPECTIONS AND
1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE
TESTS. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG -NAIL OR EQUAL) AND SHALL BE CONFIGURED SUCH THAT
DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE.
INSPECTION REPORTS AND TEST RESULTS.
THE MAXIMUM OPENING BETWEEN MEMBERS DOES NOT EXCEED 42"X24". SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS
MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 TO THE ARCHITECT, STRUCTURAL ENGINEER,
TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH
POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT.
AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND
SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH
SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS,
TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS
(;EnTEC'HNI('AI
INTERSECTIONS, HIPS, VALLEYS, ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND
INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE
OTHER METAL CONNECTIONS ARE INDICATED.
10. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE
MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO -GIRDER
UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH
1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS
TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS
AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER
ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. IF SOILS ARE FOUND TO BE
BRACING AND BRIDGING. THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF
STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE
OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
PLUMBING, MECHANICAL UNITS, DUCT WORK, AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO
CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES
FABRICATION. TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP
SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE
DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR
SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH
NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE.
SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. ANY VARIATION FROM THE BEARING POINTS INDICATED ON THE
16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X
STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL.
BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED.
BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE.
23. OPEN wEB \8100D RI ISRES ARE TO BE TJL SERIES AS MANUFACTURED BY WEYERHAEUSER. TRUSSES SHALL BE DESIGNED BY
ALLOWABLE SOIL PRESSURE 2,000 PSF
THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN
LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 60 PCF/45 PCF
CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE -
LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD)
NOTCHED PLATES, ETC. SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN
PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY = 1.5) 150 PCF
CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 (COMPLETE WITH STRESS
COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY = 1.5) 0.25
DIAGRAMS) TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. DESIGN
SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON.
CONCRETE
PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.
DESIGN LOADS SHALL MEET OR EXCEED THE FOLLOWING:
11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE
SHALL ATTAIN A 28-DAY STRENGTH (fc) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF
MINIMUM TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA
CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS.
MINIMUM TOP CHORD DEAD LOAD 10 PSF DEAD LOAD
CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION
MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF DEAD LOAD
1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING.
WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT
REFER TO DESIGN LOADING CRITERIA
CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR
CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231
TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES SHOWN ON THE DRAWINGS,
OR C173.
INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF THE TRUSS
MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED THE
12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY
MANUFACTURER IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL
BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 PSI.
OR BID.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185
IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH
SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER.
13. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318-
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS
14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS:
OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S
BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS.
BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK EMBEDMENT
24-INCHES -IN HE
24. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC
4 1-IN HE 8-INCHES
PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF
5 -IN HE 11-IN HES
EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS,
PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY
PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM
THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY.
OF 8" AT SIDES AND ENDS.
25. ALL WOOD PI ATFS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR
PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING,
APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED.
ETC. AND CONCRETE OR MASONRY.
14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1,
COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC-ES APPROVAL.
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
ALL OTHER CASES 1-1/2"
ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL
INCLUDE:
15. SLABS -ON -GRADE: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC
CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4" OF
A. IDENTIFICATION OF TREATING MANUFACTURER
COMPACTED SAND OR GRAVEL.
B. TYPE OF PRESERVATIVE USED
C. MINIMUM PRESERVATIVE RETENTION (PCF)
16. CAST -IN -PI AGE CONCRETE SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW
D. END USE FOR WHICH THE PRODUCT IS TREATED
OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL
E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY
OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE
F. STANDARD TO WHICH THE PRODUCT IS TREATED
STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL
STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117.1 R-14.
26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN
THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY
POST INSTAI I ED ANCHORS
HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN
17. POST-IN_STAI LED ANCHOR SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,
SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF
PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND
MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID
THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN INSTRUCTIONS AND ICC-ES REPORT. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL
SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT
BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES.
ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL
DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF
UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST
HANGERS.
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE PLOTTED
1 /3/2023
SCALE
none
FILE NAME
HILL STRUCTURAL
SHEE
SI
ALLEY
15' rear setback
2 x 6 C@ 24" J.C.
SSKI0
L
F7 r-n -F
76.13'
SW - 1
SW1 existing gar.dr. header i
— ---———
I
I I
I I
I I
I
I r-I 1
In I I
— I
I ' -
I
— I I
I 1 I I
Wood Framing Plan Notes
EXISTING ROOF FRAMING
1. Roof sheathing shall be 15/32" AP A Rated sheathing with a — — — —
panel index of 24/0. Nail to framing with 8d common nails at-
6" oc at panel edges and 12" oc in field unless noted otherwise
on plans. Roof has been designed for 5psf Photovoltaic Panels. 1 45
2. Typical floor sheathing shall be 23/32" APA, Sturd-I-Floor
with a panel index of 40/20. Nail to framing with 1 Od common
nails at 6" oc at panel edges and 12" oc in field unless noted 1 — — — — — —
— — — — — — — — —
—v
otherwise on plans. 1
1
3. All headers and beams shall be (2) 2x8 minimum, u.n.o.
Refer to note 4 for support requirements.
4. All columns shall be double stud minimum, u.n.o., with the
—
beam or header bearing fully on the column. Individual studs —
shall be nail together per the general structural notes.
5. All slabs -on -grade shall be 4" reinforced with WWF6x6
W l .4xW 1.4 u.n.o. Provide minimum 10-mil polypropylene
1
vapor barrier under all slabs. Slabs shall rest on a minimum 4
inches of free draining material. 0—
— — — — —
—
x
Eave of addition r1
SW-x Indicates shearwall per schedule within 5' of existing 1_ — N — — — — —
— — — — — — — —
garagerooftobel � � �c x x
l x/ x x x x x/ x xis s•'
�� � ��
x x x' n xrx lx `x x' x x x x `x x x x x x
x i
��x
hour fire -rated— _ _ _ _ _
MSTxx Indicates Simpson Holdown
„ „ „ ,
v
HDUxx x x
'
J L Indicates Simpson Hanger r K \ SW -1
/
( i \ x
U
=
nk hd
' - `I tubul r
�kylit
--� t---� 1t--1
II I I I I I
I° existing h r
L�� �� L-
0 x
FLAT CEILING 00 ^/x
�K N N Y/
00
V N
\ x
^ N V
K
'V'~ N Y �ix�
j-- x SW-1
CS- 16 L
x
N � i
VAULT CEILING
N `x
N 3-1/2 X 11-7 8 LS Attic ventilation \x
vaulted clg = 437 sf \ x
flat clg = 771 sf `x
total vented roof area = 1208 sf 0 x \
= 8.05 sf 00 ; , SSK-A
= 8.05x144 = 1159.2 s.i. required x
00 rV
N 3.5x22 f.p. eave vent @ 41 s.i. each `N x
N = 615 s.i. supplied @ eave x x
I I�
continuous 20"per ft ridge vent = `x
tubular 1188 s.i. supplied @ ridge
Total ventilation supplied = 2846 s.i. \"
skylite pp
00
o
\x
N
Ln
In \ x'
m I
PRE -MANUFACTURED ROOF TRUS %
I INcc x
Eave of
\x\ addition
Ln 00 x within 5' of
J'U x
x property
SSK-A Q t] N
J N ' ; line to be 1
� > `x
hour
`x
fire -rated
`x
00 x, VAULT CEILING
Nr xi
FLAT CEILING �' /
x
I I �
I I N x%i
00
I IN
VAULT C ILING Lx `
2248 attic x ,
N access z `
I CIO
I = �
X x „
(n N ,
IL N z
0c PRE -MAN UFACTURED ROOF TRUS x`
Ioo 1
x
x �
N x
exist) g hdr e fisting r x
13-1/2 11-7 LSL N \
tubular, K.
�kylite'j ISSK-C
I I I I I I I I I I I I
F AT CE11 ING < '
v,
--C---]----C---]----C---]----C---]-- -CJ
\ / �C) FLAT CEILING {'\
Q)
/ 2 x 12 @ 24" O.C.
\ / l LL l FIAT CEILII G I
\ / N N Ln
I I II �1/I II II II II I��I � >;�]
ci >'
>
y \I it
/ Imo_ Imo— - (2) 2x SW-3 ;
/ �I� I� I� I rt
I I I I I I
\ existing hdr o
PROPOSED - ROOF FRAMING PLAN 1/4" = 1'-0"
U
M
Ln
ALLEY
15' rear setback
76.13'
Ln
ILLJJ
LI_
11
c-I
HDU2
HDU2
■.1?=
r-----------------------------------------
EXISTING GARAGE I
SLAB I
NO CHANGE 1
I 1
I I
I I
I 1
1 1
I I
I I
I 1
I 1
I I
I I
I 1
I I
I I
I I
1 1
I SSK-G
L--------------------------------------J
r 26'-8"
NEW 4" SLAB ON GRADE
6-2" 2'-11" SSK-F 13'
`^ washer/dryer min.24" square
Zn 4x10
min.2 " square 1
rt - 4-x -
oo— -------------
Z.0
7— *10
J 4x1 L I—J _
O0
L-- N
Ll
4 x 10`�' I 9-1 2" TJI 1 0
I _ _ _ @ 16" O.C. I LUS48 HAN ERCD
1
X6 - X 1
NEW
> — —
3' 7° I ^ CR WLSPACE
4 1 3 5'-9 121 7' 1 1
[1.00583xl44=15
TAL CRAWL PACE AREA = 1587.45 sf SSK A
I I CLASS VAPOR BARRIER iv
1 1587.4 / 1500 = 1.0583
�� 2.39 s.i. ventilation req'd I
OUTLINE OF of I I
A
EXISTING STEM
o�
of
(2) RECTANGUL
R 73 s.i. VENTS = 146 s.i.
(2)ROUND
.9s.i.VENTS=9.8s.i.
I
�.,
�------
i
�
x
�I I
TOTAL
I
= 155.8 s.i.
r-----------------------
1
9-1/2" TJI 110
@ 16" O.C.
1 1
9-1/2" TJI 110
@ 16" O.C.
'
I
LJ_ m
n.24" square
I
I
HDU2 I
I
7—
I
I
1
a
6x
OP
L L
SSK-H
�I I
LJ
I
of I
I
I
REVISE AND IMPROVE
00
01 I
1
L
I
EXISTING
'�
X i
❑
I
CRAWLSPACE
I
I I
iIn. 24:'square
j13'
—1 —
1
'-11"
EXISTING DECK
NO CHANGE
a
6x
L — I —I —
HDU2
I
SSK-E
of i
I
I
#4 x 2'-0" EPDXY 4' 1" 5' 9" 1'-1 XI I 14'-
DOWEL SPACE TO
❑ ❑ MATCH HORIZ.El I I i i
REINF. TO I I r,
EXISTING FOUNDATION. I I
EXISTING S AIR TO 4" MIN. EMBED I LI
BASEIV ENTN CHANGE f-6" min j I I 2" x 34" min. 1
F:,II 1
------------------------------
- -I- -
---— — — — — — — — — — — — — — — — — — —
I I I
I I I
I I I
I I I
6X6 W/ MIN
24 SQUARE FTG
I I
I I I
I I
r--------II-7 1
2' EXISTI BASEMENT
N CHANGE
SS -P
I I I
I I
I I I
9-1/2" TJ 1 110
°@ 16" O.C.
3-1/2 x 9-1/2 LSL FB
I I I
I I
I I I
I I
I I
I I
I I
6X6 W/ MIN
24 SQUARE FTG I L-------- — — — — — — -------J
L----------- ------J ---------
F
2.5" round vent to be REMOVE UNDERMINED STEM 2r1b"1 ■ I
located min 6" below top L
I I 6x6 ��y{
1 1 24 x 24 x 10
of stem wall = 4.9 s.i. 1 1 1 i Pleases a calculation packei C ulz tion i
I �i i 1 vi i I states that the 6x 10 is a DF1 I ■
II M I
I existing 2x6 framing "' � N 9-1 2" TJI 110 101 � � 9-1/2" TJI 110 1
1O �I I @ 16" O.C. I�� @ 16" O.C. 1 U IN.
1 i i 24x24x10 11" 1 r ■�■�■�■�■�■�■ �■ ■--7
2'-7" 2'-5' I I 1 1 _0
LJ (a)
L---L 6x6 L---L 1 N
Q)
I I I
Ln 1 • —
I
I I I 1 I
EXISTING 1 Ln
CRAWLSPACE
RETROFIT w/ NEW SSK-0
VENTS & CLASS 1 _
1 VAPOR BARRIER 1
En I
I
00 HDU4
L — — -- ------ — ---J
I I
a e o 73 s.i. vent
I I
--------------------
l— #4 x 2'-0" EPDXY
DOWEL SPACE TO
MATCH HORIZ.
= REINF. TO
EXISTING FOUNDATION.
4" MIN. EMBED
6" min I I
I I
L----------------------------------------------- I 12'-5"
I
------------------------ ---0
2.5" round vent to be
EXISTING STOOP located min 6" below top EXISTING NEW EXISTING PAVEMENT
NO CHANGE of stem wall = 4.9 s.i. NO CHANGE
V
0
PROPOSED - FOUNDATION PLAN 1/4" = 1'-0"
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE PLOTTED
8/7/2023
SCALE
VARIES
FILE NAME
HILL FINAL DEMO ADD
SHEE—
S2
BYKONEN
QUINN
BYKONEN
CARTER
QUINN
Foli deQ}h blir
LI�11 f +� be
dri IiPd ar n'c�c�a�
S hey nal I —
fer p1,n
STRUCTURAL
ENGINEERING
a fsove
CIT o--
So schedule
fop
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Fa0 i SN6
■ 2033 Sixth Avenue #(9!95 Seattle, WA 98121 206-264.7784 www.BCO-SE.com
PROJECT Idpr)C
_..._ ..- ._.._. ......... LATE... ......
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DESIGNER _... ..... ....._-. ..._...._ _........ SHEETS .___ `' .,...T..
F1CW frGsf'Oy Poy-Ply,r
k la' ty- UP6 R nctiar 6❑ It
i:�Lqa rv'rx ►+ 4z. FY-
■ 2433 Sixth Avenue "95 Seattle. WA 98121 206-264-7784 www.BCO-SE.com
PRgfECT..._._WO RQSIdew
STRUCTURAL
.. .... ...... DATE ..... _.....
....
ENGINEERING DESIGNER:_-__......................... .__.._._ ..... . SHEET #:._._S� k - q
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BYKONEN ■ 2033 Sixth Avenue #995 Seattle, WA 98121 206-264-7784 www.BCQ-SE-Com
CARTER
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PROJECT: ...... 1. ._�i,UC1iC Q . _ .__ .._ ........
STRUCTURAL .._......... DATE
ENGINEERING DESIGNER: SS K-o
_._._..._............._._....__....._.._._.._......... SHEET f:....................................... ....
i
BYKONEN 30, 2033 Sixth Avenue #995 Seattle. WA 98121 206-264-7784 vvww.BCQ-SE.com
CARTER
QUINN
PROJECT _....._ _. DATE ._......_ _.__,_....._._.
STRUCTURAL
ENGINEERING DESIGNED De ......... _..... _..._.... ........ .... ...... _ SHEET,_
BYKONEN
CARTER
QUINN
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QUINN
■ 2433 Sixth Avenue #995 Seattle, WA 98121 205-264-7784 wvdw.BCQ-SE.Com BYKONEN
PROJECT C[1IL _ fd1P-Ac� INN_R
--_._... DATE
STRUCTURAL $ E
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■ 2033 Sixth Avenue #995 Seattle, WA 98121 206-254.7784 www.BCQ-SE.com
PROJECT �t 1 I ►'e"i F�eang DATE:
rr
DESIGNER SS F -4
---—•..... ..............._ SHEET A:..._..............._......------
■ 2033 Sixth Avenue 0995 Seattle, WA 98121 296-264-7784 www.BCQ-SE.cotn
PROJECT .... f� l� 1L�51f�'r7GQ_ ............ _...... . DATE CC yy���
DESIGNER:...... . ..._..... ......... ......... SHEET / .5.] Lam .- 4+
1'6"
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PROJECT :.... ...t �_1.�. $tL[Pil/F
STRUCTURAL .... .... ......... ....... _..... DATE: __....... _.... .... ....
ENGINEERING DESIGNER - G - ........ ................ ............ ..................... _..... SHEET f:...S s k
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-- - --
STRUCTURAL PROJECT ..— .. DATE
ENGINEERING DESIGNER; ..... . ..... ........ ....... SHEET#
i'-tlac " i �•.e17 C to
Nailing -towhl'oti: J
A Bo I� 5 to
capacity(PIf,
�palrty I p f.
f. • • ..
Sheathing
I�r7�dR'I�
Panel Iw3i li i7� `
_
top plate
L�� Rini J>.: is ! �
y
below
._
[ Mt ram heICEW.
I PI�I M
�Fl
-�W 1
15/32' APA Sheat hi na
'des
Eld 6' 0C
CLIP @ 24 '.oc
2x� 13A" LS L
16d @ b"i>c
5/8" LB 48'ax
240
3.3G
SW 2
15132" APA Sheat hi na
Ves
ad 4„ cc :
CLIP @ 2 T-oc
2x� i3A' LS5_
16d @ 4�c-"c :
5/9' La 48".0r
355
497
-�W 3
15 f32" APA Sheati-li ng
'Yes
8d 3" cc �
CLIP @ 16 ac
2XJ ice" LS _
I 16d @ 3%'Gz
S�-G" La 3 6"cic
455
fa 7
i Mails shall ti�e Bd ba.x_ Flailing applies to a II panel -ecf-g-es (bi ack a II uns,uppa#ed pare; edges)
tGp & bolittam plates and Wac ring- Fail to interm ediate framing memilbers~ wl Sd q• 12"oc.
(hlube : whre re stud spacing is 24'i3Cr nai I tD i nterm-ed iat-e framing members with 8d@6' oc)
Framing at adjoining panel -edg-es shall b•e 3--inch ream ina I or Crider and nails shaf l he StaGg end .
a Clip shal I ae- either A3 5 , LTP-4
5 Nailln Tall he iG.d Inny (0.13SOOM') or 10d cummon (0.14;9Ox3l�'')
Srr-ews shal I he Simps an SD3255011 (1/4'OxYmiin)
6 pravide 3' x "x.O.2 213' plate crasher at all anchor bolts. Anchor bcilts shall t1�e parsitianed such
that plate edge cif plat-e washer is kwith 112' of th-e edge of the twttom plate.
( Plate 4wasi-mrs may ti-e dia€3anal Iy slatted with a width of up to 13116' a n-d a length rkat to -exceed I W" )
Drawings and the
associated cad files
are considered
'instruments of
service' and may not
be used for any
other project or for
any addition to this
project or for
completion of
drawings by others.
All rights reserved.
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
o �
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DATE PLOTTED
6/22/2023
SCALE
none
FILE NAME
HILL STRUCTURAL
SHEE T
S3