REV1 APPROVED BLD2022-1670+Architectural_Plan+8.8.2023_4.54.29_PM+3714549LOT COVERAGE SUMMARY
OWNER:
Jenni and David Morts
PROJECT ADDRESS:
1034 B Avenue S
Edmonds, Washington 98020
SNOHOMISH PARCEL NUMBER:
00619400400301
LOT AREA:
.17 Acres
LEGAL:
THE SOUTH 1/2 OF LOT 39
BLOCK 004 YOSTS 1ST
ADDITION
QUARTER SECTION T&R
NW 25 T27N R 3E
Latitude 47.81, Longitude-122.38
PROPERTY USE
111 Single Family Residence
GENERAL NOTES & SPECIFICATIONS
BUILDING AREA SUMMARY BUILDING HEIGHT SUMMARY
Main Floor Finished Area = 1702 sq ft
Lower Floor Finished Area = 754 sq ft From Survey on Next Page -
Garage = 806 sq ft 4-corners of rectangle =
New Main Finished Area = 107 sq ft 206.95+213.4+215.7+208.1 = 844.151/4
= 211.04'
Total Main Floor Finished area =
1702 +107 = 1809 sq ft Maximum Allowable Height = 25' above
average grade = 211.04'+25'= 236.04'
New Exterior Deck = 524 sq ft
Actual III 'eight � 232.2' per Sunmy-
(shown on elevations)
Nothing in the permit approval process shall be Proposed Height
interpreted as allowing or permitting the maintenance = 233.9'
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless APPROVED BY PLANNING
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate n
enforcement action. Aug 10 2023
1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, AND
LAWS.
2. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AT
ALL TIMES.
3. EXTERIOR WALL DIMENSIONS ARE TO FACE OF CONCRETE AND/OR FACE OF
STUD UNLESS OTHERWISE NOTED.
4. ALL CONDUIT AND PIPING SHALL BE CONCEALED. ANY EXPOSED WORK SHALL
BE VERIFIED WITH THE ARCHITECT.
5. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF
INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE
REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES
SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS.
6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND
COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF
DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUCTURAL
MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND
MISCELLANEOUS EQUIPMENT.
7. ALL EXTERIOR OPENINGS, FLASHINGS, COUNTERFLASHING, EXPANSION JOINTS
AND THE LIKE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM
WEATHERPROOF.
8. VERIFY ALL VARIATIONS OR DISCREPANCIES WITH THE ARCHITECT PRIOR TO
PROCEEDING WITH THE WORK IN QUESTION.
9. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER
WASHINGTON STATE ENERGY CODE.
10. METAL DUCTS JOINTS SHALL BE TAPED AND INSULATED.
11. OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED.
12. BATT INSULATION TEARS AND/OR JOINTS SHALL BE SEALED WITH TAPE..
13. SHOWERS: FLOW CONTROL LIMITED PER WASHINGTON STATE ENERGY CODE.
14. MOISTURE CONTROL TO BE PROVIDED PER WASHINGTON STATE ENERGY CODE.
15. GROUND COVER WITHIN CRAWL SPACE: COVER WITH MINIMUM 6 MIL (0.006")
BLACK POLYETHYLENE OR EQUIVALENT, LAPPED 12" AT EACH JOINT AND
EXTENDED TO FOUNDATION WALLS, PER WASHINGTON STATE ENERGY CODE.
or 10M
YWD-
Lot Area =7405 sq ft
Allowable lot coverage = 35% Drawing Index
TS-1.0 SITE PLAN/TITLE SHEET
=.35*7513 = 2630 sq ft
Existing House = 1890 sq ft
Existing Exterior Deck/Stairs = 96.5' sq ft
New Exterior Deck = 525 sq ft
Total proposed Lot Coverage =
2512 sq ft < Allow 2630 sq ft
Therefore
Zone RS-6
O.K.
Corner
Flag
Setbacks:
Required
Actual
North
5'
51611
East
20'
42' 9"
South
5'
41611
15'
34'
West
25'
22' 11"
Height
02M
Site Plan.
1 If = 1 01-OIV
SUR-1.0 SURVEY
A-1.0 EXISTING MAIN AND LOWER FLOOR PLANS
A-2.0 PROPOSED FLOOR PLANS
A-3.0 PROPOSED BUIDING ELEVATIONS
A-4.0 PROPOSED SECTIONS/WINDOW/DOOR SCHEDULE
A-5.0 ENERGY SHEET
S-1.0 STRUCTURAL NOTES
S-2.0 MAIN FLOOR FRAMING/LOWER FLOOR FOUNDATION/LOWER
FLOOR SHEAR WALL PLANS
S-3.0 MAIN FLOOR SHEAR WALL/ ROOF FRAMING REVISIONS
fil'UCTURAL DETAILS
S-5.0 STRUCTURAL D AI
0 5 10 20
GRAPHIC SCALE
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PHEN T. TAPP
OF WASOGTON
RESUB
Aug 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
revisions
12/1 /22
12/8/22
1 /19/23
1 /23/23
2/8/23
7/7/23
7/31 /23
8/8/23
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Sheet Contents:
REVISION
Aug 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /19/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
TS-1.0
of 12
LEGAL DESCRIPTION
GRAPHIC & BOUNDARY
SURVEY
PER STATUTORY WARRANTY DEED RECORDING #202108160286
LOT 3 ON BLOCK 4 OF THE PLAT OF YOST'S FIRST ADDITION TO
EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
8 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY,
i
WASHINGTON;
FOUND MON IN CASE
i
IRON PIPE, DOWN 1.2'
EXCEPT THE NORTH 60 FEET THEREOF.
(5.56'W & 6.66'S
OF CALC'D INTX)
SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
FOUND MON IN CASE
BRASS DISK, DOWN 0.4'
BASI OF BEARINGS
(& 2.46'W
►.�
OFF CCAALC'D INTX)
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N 88'45'07" W 329.77' CALC'D
(329.93' R1 & R2)
FOUND MON IN CASE
NAD 83(2011) WASHINGTON NORTH STATE PLANE COORDINATES
PER GPS OBSERVATIONS
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RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
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R2. SHORT SUBDIVISION, AUDITOR'S FILE NO. 202103305005,
N� (IS
IE(S) 8"PVC=199.37
IE(W) 8"CONC=208.85'
IE(S) 8"CONC=209.32'
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
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BUILDING W WATER LINE
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Aug 09 2023
00
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RETAINING WALL
SD SERVICE DRAIN
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DEVELOPMENT SERVICES
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RESUB
JOB NUMBER: 221319
DATE:
08/18/22
Pine St
Aug 2023
V
TACK/LEAD, DOWN 0.9'
N 88'44'19" W 329.773' MEAS. (329.79 R1 & R2)
F E
CITY OF EDMONDS
DRAFTED BY.
TDB
D S D
< n <
FOUND MON IN CASE
DEVELOPMENT SERVICES
DEPARTMENT
CHECKED BY:
KOP/CSP
Pine Street
Playfield rn W Q
BRASS DISK, DOWN 0.4'
SCALE:
ill = 10'
Hk En
REVISION HISTORY
> "e-ipo'
ncare and Waxing
P"
STEEP SLOPE/BUFFER DISCLAIMER:
THE LOCATION AND EXTENT of STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR
INDEXING
INFORMATION
INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON
FOR DESIGN AND/OR
SE 1/4 NW 1/4
CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR
4 4 GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE
SITE
NW NE
SECTION: 25
10
0 5
10
PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE
OR RESPONSIBLE FOR
D
Fir St > Fir St
THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY,
TOWNSHIP: 27N
THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED
WITH ANY SETBACKS OR
SHEET NUMBER
°' D
SW 4 SE 4 RANGE: 03E, W.M. ( IN FEET) OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED
BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN
OCCUR.
1 OF 1
D
COUNTY: SNOHOMISH 1 INCH = 10 FT.
Existing Lower Floor Plan
1/4" = 1'-0"
,-----------------------�,
I� /I
LIVING AREA
1554 50 FT
Existing Main Floor Plan with Roof Outline
1 /4" = 1'-0"
ISION
)9 2023
EDMONDS
ENT SERVICES
RTMENT
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5� I �STERE�
i I C;HITE I,
RHE:AS'
± TTAPP
1E OFWNCTnKj
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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This work was prepared by
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Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
A-1.0
of 12
N
Ln
T_
219" 166"
604"
Existing Lower Floor Plan --(NO CHANGE)
1/4" = 1'-0"
Wall Sc:hp.d0P
EXISTING WALL TO REMAIN
_I EXISTING WALL TO BE REMOVED
NEW WALL
r
42-0 1 /2"
Proposed Main Floor Plan
1 /4" = V-0"
ENERGY CODE SUMMARY
(NEW C nNSTRUCTION)
ANALYSIS IS BASED ON :2018 WASHINGTON STATE ENERGY
CODE, RESIDENTIAL PROVISIONS, CHAPTERS 1 THRU 5 FOR
RESIDENTIAL OCCUPANCY: (TABLE R301.1, CLIMATE ZONE
4C, AND TABLE R402.1.1 - HEATING BY OTHER FUELS).
PERCENTAGE OF GLAZING TO
TOTAL FLOOR AREA: UNLIMITED
MAXIMUM GLAZING U-VALUE: (VERTICAL)
MAXIMUM GLAZING U-VALUE: (OVERHEAD)
MAXIMUM DOOR U-VALUE: TABLE R303.1.3(1)
MINIMUM REQUIRED INSULATION VALUES
CEILINGS:
CEILINGS: (VAULTED -SINGLE RAFTER)
WALLS ABOVE GRADE:
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erie Coe�'
BUILDING OFFICIAL
Aug 10 2023
APPROVED DATE
m
m
—UP—
REVISION
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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This work was prepared by
me or under my supervision.
Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
A-2.0
of 12
�u
v
ALL NEW CONSTRUCTION
■ N
■
■
■
SEE RAILING DETA�
■ 1/S-2.0
� I
■
■
■
■
_______________ W _______________________________
steel
•� 6x6 post post
beyond f
Maximum Roof Height (see calcs TP-1)
- — - — - -236.04' ---1--
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.....Proposed Roof Height
233.9'
■
■
■
■
U)
N
■
■
■
■
■
■
■ Ex. Main FI'r
218.4' -T
fo tngs Proposed South Elevation
1 /4" = 1'-0"
ALL NEW CONSTRUCTIONI
Average Grade
211.9'
Maximum Roof Height (see calcs TP-1) 236.04'
----------------
TALL NEW CONSTRUCTION
■
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.
■
■
■
■
■
■
■
■
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■
■
■
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■
■
42" ■
i ■ ■ ■ ■ ■ ■ IS ■ ■ ■ ■ ■ ■ ■ ■ IS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
IS ■ ■ ■ ■ ■ ■ ■
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 7
I�I�i I
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1-42In
Proposed West Elevation
1 /4" = 1'-0"
ALL NEW CONSTRUCTIONJ\
■ Proposed Roof Height
■
■
■ ....... - - 233.9'
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■ Ex.Main FIT
■ ---------------------------------------------------- -
basement beyond Average Grade
211.9'
Proposed East Elevation
1 /4" = 1'-0"
Proposed North Elevation
1 /4" = 1'-0"
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
A-3.0
of 12
ALL NEW CONSTRUCTION
revisions
7/31 /23
Basement N i n d ows - replacement windows (not part of remodel)
WINDOW SCHEDULE
NUMBER I
COMMENTS
QTY
FLOOR
RIO
MANUFACTURER
WIDTH
HEIGHT
DESCRIPTION
HERDER
U-FACTOR
HEADER
HEIGHT
EGRE55
W04
BASEMENT GUEST BATH 3
1
0
35"X41"
MILGARD
34"
40"
LEFT SLIDING
2"X6"X38" (2)
0.3
85 112"
W05
BASEMENT GUEST BED 4
1
0
34 718"X41"
MILGARD
33 718"
40"
SINGLE CASEMENT-HL
2"Xb"X37 we (2)
0.28
85 112"
YES
W06
BASEMENT GUEST BED 3
1
0
34 718"X41"
MILGARD
133 718"
40"
1 SINGLE CASEMENT-HR
2"X6"X37 718" 2
0.28
185 112"
YES
W16
BASEMENT LIVING RM
1
0
11"X47"
MILGARD
70"
46"
ILEFT 5LIDIN6
2"XS"X74" 2
0.28
1.55 112"
YES
W18
GARAGE
1
0
73"X41"
MILGARD
7211
40's
ILEFT SLIDING
2"X101lX76" 2
0.28
87 112"
YES
1st Floor Nindows
000o
i�
WINDOW SCHEDULE - 15T FLOOR
Doors
NUMBER
COMMENTS (LOCATION)
QTY
FLOOR
RIO
MANUFACTURER
WIDTH
HEIGHT
DESCRIPTION
HEADER
HERDER
HEIGHT
BOTTOM
U-FACTOR
EGRE55
NO
SUNRDOM TRANSOMS W. PAGING
3
1
57 13116"X22 112"
MILGARD
56 13/16"
21 112"
FIXED GLASS
2"XS"X60 13116" (2)
114 112"
92 112"
0.28
W02
SUNRDOM TRANSOMS 5. PAGING
2
1
42 314"X22 112"
MILGARD
41 314"
21 112"
FIXED GLASS
2"X6"X45 314" (2)
114 112"
q2 112"
0.28
W03
SUNRDOM TRANSOMS N. PAGING
2
1
42 114"X22 112"
MILGARD
41 114"
21 112"
FIXED GLASS
2"X6"X45 114" 2
114 112"
q2 112"
0.2$
W04
SUNRDOM SLIDING ODOR 5. PAGING
1
1
86"X80"
MILGARD
85 112"
79 112
EXT. SLIDER -GLASS PANEL
2��X10��XS9boll" 2
80
0
0.28
YES
W05
SUNRDOM 3-PANEL W. PAGING
1
1
17b X71"
MRRVIN
174 112"
70 114
FIXED GLASS
2 X12 X17q ,(2
80 3181
q 314 1
0.28
WOb
SUNROOM 1-PANEL N. PAGING
1
1
86"X71"
MARVIN
84 112"
70 114"
FIXED GLASS
2"X10"X89" (2)
80 318"
9 314"
0.27
W07
PRIMARY BEDROOM CLOSET -STAINED GLASS
1
1
62 71S"X26 71S"
NA
5q 318"
23 318"
FIXED GLASS, STAINED GLA55
2"XS"X65 718" 2
97 314"
72 518"
0
W08
PRIMARY BEDROOM -FRONT
2
1
100 112"X57 112"
MILGARD
100"
57"
TRIPLE CASEMENT-LHLIGHLIRHL
2"X12"X103 112" 2
96 114"
3q"
0.28
YES
W09
PRIMARY BEDROOM - BACK
1
1
35 13I1611Xq9"
FRANKLIN DOORS
33 13116"
96"
EXT. HINGED -GLASS PANEL
2"X6"X38 13116" 2
99"
0"
0
YES
W10
PRIMARY BATH -VANITY
1
1
72"X42"
MILGARD
71 112"
41 112"
LEFT SLIDING
2"X8"X75" 2
84 114"
42 1I2"
0.28
W11
PRIMARY BATH
1
1
60"X41 112"
MILGARD
59 112"
41"
LEFT SLIDING
2"XS"X63" (2)
84 114"
43"
0.2$
W12
LIVING ROOM TRANSOMS
4
1
59 112"X22 112"
MILGARD
58 112"
21 112"
FIXED GLASS
2"X8"X62 112" 2
114 112"
92 112"
0.28
W13
LIVING ROOM SLIDER
1
1
241"X80 3I4"
FLEETWOOD
240"
80"
EXT. QUAD SLIDER -GLASS PANEL
2"X12"X244" 2
80 314"
0"
0.35
YES
W14
KITCHEN TRANSOM
1
1
72"X22"
MILGARD
71 112"
21 112"
FIXED GLASS
2"XS"X75" 2
114 114"
q2 112"
0.2$
W15
KITCHEN
1
1
72"X42"
MILGARD
71 112"
41 112"
LEFT SLIDING
2"XS"X75" (2)
80 114"
38 112"
0.28
YES
W16
GUEST BEDROOM -BACK
1
1
36"X57 112"
MILGARD
35 112"
57"
SINGLE CASEMENT-HL
2"X6"X39" (2)
96 114"
3q"
0.28
W17
GUEST BATH
1
1
35 112"X41 112"
MILGARD
35"
41"
SINGLE CASEMENT-HR
2"X6"X38 112" (2)
84 314"
43 1I2"
0.3
W18
ENTRY WRY -DOOR LITE
2
1
13"X97"
FRANK LUMBER
12"
9611
FIXED GLASS, (MAYBE INCLUDED
IN FRONT DOOR
2"X6"X16" (2)
97"
0"
0.3
'LOIN',
DOOR SCHEDULE
NUMBER
COMMENTS (LOCATION)
R10
DESCRIPTION
DOOR
PANEL
WIDTH
DOOR PANEL
HEIGHT
HEADER
HERDER HEIGHT
CASING SIZE,
INTERIOR
HINGE
SIDE
D01
GUEST BATHROOM DOOR
34"X98 112"
HINGED -PANEL
32"
q5 11161,
2"Xb"X37" 2
98 112"
518"X3 1I2"
L
D02
PRIMARY BEDROOM CLOSET
65 114"Xq8 112"
POCKET -PANEL LOCKABLE ODOR
32"
q5 1116"
2"Xb"X68 114" (2)
98 112"
518"X3 112"
R
D03
PRIMARY BEDROOM DOOR -
MIRROR ON ONE SIDE (INSIDE
ROOM
34"X98 112"
HINGED -PANEL, MIRROR ON ONE SIDE (INSIDE BDR)
32"
q5 ill (Oil
2"Xb"X37" (2)
q8 112"
518X3 1I2"
R
D04
GUEST BEDROOM DOOR
34"X98 112"
HINGED -PANEL MIRROR ON ONE SIDE INSIDE BDR
32"
q5 1116"
2"X6"X37" 2
q8 112"
518"X3 112"
L
D05
LAUNDRY RM ODOR
34"Xq8 112"
HINGED -PANEL
32"
q5 1116"
2"X6"X37" 2
q8 112"
518"X3 112"
R
DO6
PANTRY DOOR
32"Xq8 112"
HINGED -PANEL
30"
1515 ill (Oil
2"Xb"X35" (2)
q8 112"
518X3 1I2"
L
D07
LINEN OR GOAT CLOSET
38"Xq8 112"
HINGED -PANEL
36"
q5 1116"
2"X6"X41" 2
q8 112"
518"X3 112"
R
DOS
ENTRY DOOR
3811Xqq"
EXT. HINGED -DOOR F04
36"
q5 1116"
2"Xb"X41" 2
qq"
518"X3 112"
L
DO9
PRIMARY BATHROOM DOOR
42"Xq8 1I2"
BARN-BOMBAY ODOR
42"
qb 11161,
2"Xb"X45" 2
q8 112"
518X3 1I2"
L
D10
GUEST BEDROOM CLOSET
73"Xq8 112"
SLIDER -PANEL
36 112"
q5 11161,
2"X8"X76" (2)
q8 112"
518X3 1I2"
R
D13
PRIMARY BEDROOM - BACK
35 13116"X99"
EXT. HINGED -GLASS PANEL
33 13116"
q5 1I16"
2"Xb"X38 1311 b" (2)
qq"
518X3 1I2"
L
D14
PRIMARY BATH WATER CLOSET
34"Xq8 112"
HINGED -PANEL
32"
1515 11161,
2"Xb"X37" 2
q8 112"
L
Building Section
ALL NEW CONSTRUCTION
Building Section
8/8/23
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ON RESUB
J23 Aug 09 2023
NDS CITY OF EDMONDS
RVICES DEVELOPMENT SERVICES
IT DEPARTMENT1/411 = 1 1-019 (q)
Scale:
Date: 7/26/23
Job no.: T22J6
Drawn by: STT
Sheet no.:
as noted
A-4.0
2018 Washington State Energy Code - Residential
2018 Washington State Energy Code - Residential
ptive Energy Cade Compliance for AJI Climate Zones in Washineton
. Single Fa milv - New & Additions (effective February 1. 20211
These requirements apply t C building types, including detached one- and two-family
dwellings and multi le -family dwellings (townhouses).
Project Information Contact lnjormatiaa
Morts Remodel David ! Stephen Tapp ArchitecVP.E.
1034 B Ave S, Edmonds, WA 206-669-225-459-5151
Instructions: This single-family project wiII use the requirements of the Prescript) below and
incorporate the minimum values listed. Based on the size of the structure, the approprla mbar of
additional credits are checked as chosen by the permit applicant.
Provide all information from the following tables as buiIdiing permit drawings: Table R402.1- Insulation and
Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits.
ALPthorized Representative 20Date 1 112123
AI I Clim ate Zan es (Ta ble R402 A A)
R-Value U-Factor
Fenestration U-Factor ° n/a 0.30
Skylight U-Factore n/a 0.50
Glazed Fenestration SHGC hr° n/a n/a
Ceiling a 49 0.026
Woad Frame wall &h 21 int 0.056
Floor 30 0.029
Below Grade Wall .h 10/15/21 int + TB 0.042
Slab'"R-Value & Depth 10, 2 ft n/a
R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less
a than the label or design thickness of the insulation, the compressed R-value Df the insulation from Appendix
Table A101.4 shall not be less than the R-value specified in the table_
b The fenestration U-factor column excludes skylights.
"10/15/21 +5T0" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on
the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c the interior of the basement waIL "10/15/21 +5TB" shah be permitted to be met with R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exteriDr of the wall. "5TB"
means R-5 thermal break between floor slab and basement wall_
d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1_
e
For single rafter- or joist -vaulted ceilings the insulation may be reduced to R-38 if thefull i Ian depth
extends over the top plate Df the exterior wall_
R-7.5 continuous insulation installed over an existing slab is deemed to bee ent to the required perimeter
f slab insulation when applied to existing slabs complying with Section .1. If foam plastic is used, it shall
meet the requirements for thermal barriers protectingfoam S.
For lag structures developed in rompliance with Stand 400r log walls shall meet the requirements for
8 dimate zone 5 of ICC 400.
Int_ (intermediate framing) denotes fra nd insulation as described in Section AlD3.2.2 including standard
h framing 16 inches on center, 78 a wall cavity insulated and headers insulated with a minimum of R-10
in sulation.
Prescriptive Palh- Single Fatuity 2018 Washinglon State Energy Code-R 1
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Table 406.3 - Energy Credits (Single Family)
Option Description
2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS
Only one option from Items 2.1 through 2.4 may be selected in this category.
Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour
maximum at 50 Pascals or
For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested
air leakage to 0.3 cfm/sf maximum at 50 Pascals and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code or Section 403.8 of the International Mechanical Code shall
2.1 be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the
furnace fan (if present). Ventilation systems using a furnace including an ECM motor are
allowed, provided that they are controlled to operate at low speed in ventilation only
mode.
Credits: SF
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and the maximum tested building air leakage, and shall show the qualifying
ventilation system and its control sequence of operation.
Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes
per hour maximum at 50 Pascals or
For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested
2.2 air leakage to 0.25 cfm/sf maximum at 50 Pascals and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code or Section 403.8 of the International Mechanical Code shall
be met with a heat recovery ventilation system with minimum sensible heat recovery
efficiency of 0.65. 1
Compliance based on Section R402.4.1.2:
Reduce the tested air leakage to 1.5 air changes per hour maximum at 50 Pascals or
For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested
2.3 air leakage to 0.25 cfm/sf maximum at 50 Pascals and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code or Section 403.8 of the International Mechanical Code shall
be met with a heat recovery ventilation system with minimum sensible heat recovery
efficiency of 0.75. 1
Compliance based on Section R402.4.1.2:
Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals or
For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested
2.4 air leakage to 0.15 cfm/sf maximum at 50 Pascals and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code or Section 403.8 of the International Mechanical Code shall
be met with a heat recovery ventilation system with minimum sensible heat recovery
efficiency of 0.80. Duct installation shall comply with Section R403.3.7. 1
1 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall
specify the maximum tested building air leakage and shall show the heat recovery ventilation system.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
0.5
1.0
1.5
2.0
5
Prescriptive Energy Code Compliance for All Climate Zones in Washington
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: 1.5 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
Heat3><
Credits - select ONE
Optionsescriptions heating option otes
p
1 NAECAb 0.02 1.0
3 Electric resistancel-SEE NEW CALCS PREPARED
4 DHP with zonal elec
5 All other heating sy BY DAV E AND J E N N I M O RTS
:1.
rgy cxearc ect Ulvt
Options Energy Credit Option D ions energy option d ach
category
1 Efficient Building E e o.5 ❑.2 Efficient B Envelope 1.0 ❑.3 Ef ' ' Building Envelope 0.5fficient Building Envelope 1.0 ❑.5 Efficient Building Envelope 2.0 ❑
1.6 Efficient Building Envelope 3.0 ❑
1.7 Efficient Building Envelope 0.5 ❑
2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑
2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑
2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑
2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑
3.11 High Efficiency HVAC 1.0 ❑
3.2 High Efficiency HVAC 1.0 ❑
3.3' High Efficiency HVAC 1.5 ❑
3.4 High Efficiency HVAC 1.5 x❑
3.5 High Efficiency HVAC 1.5 ❑
3.6a High Efficiency HVAC ❑ 2.0 ❑
4.1 High Efficiency HVAC Distribution System 0.5 ❑
4.2 High Efficiency HVAC Distribution System ❑ 1.0 ❑
See Reviewed sheets for updated credit information.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Table 406.3 - Energy Credits (Single Family)
Option Description Credits: SF
5. EFFICIENT WATER HEATING OPTIONS
Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any option.
A drain water heat recovery unit(s) shall be installed, which captures waste water heat from
all and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a
minimum efficiency of 54% if installed for unequal flow. Such units shall be rated in
accordance with CSA B55.1 or IAPMO IGC 346-2017 and be so labeled.
5.1
0.5
To qualify to claim this credit, the building permit drawings shall include a plumbing diagram
that specifies the drain water heat recovery units and the plumbing layout needed to install it.
Labels or other documentation shall be provided that demonstrates that the unit complies
with the standard.
Water heating system shall include one of the following:
5.2
0.5
Energy Star rated gas or propane water heater with a minimum UEF of 0.80. s
Water heating system shall include one of the following:
Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or
Solar water heating supplementing a minimum standard water heater. Solar water heating
will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and
Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating
5.3 Systems or
1.0
Water heater heated by ground source heat pump meeting requirements of Option 3.3.
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and shall specify the water heater equipment type and the minimum equipment
efficiency and, for solar water heating systems, the calculation of minimum energy savings.
Water heating system shall include one of the following:
Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water
heating specification or
5.4 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of
1.5
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
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
5.5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of
2.0
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
Water heating system shall include one of the following:
Electric heat pump water heater with a minimum LIEF of 2.9 and utilizing a split system
configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall
meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating
Specification with the UEF noted above or
5.6
2.5
For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of
NEEA's advanced water heating specification and utilizing a split system configuration with
the air -to -refrigerant heat exchanger located outdoors, 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
s To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall
specify the water heater equipment type and the minimum equipment efficiency.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
7
K
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washi
Single Family - New & Additions (effective February 1, 2021L
Summary of Table R406.2 (cont.)
Energy
Credits :,WOM ONE
Energy Credit Option Descriptions (cont.)
Options
a ption from User Notes
d
each category
5.1d Efficient Water Heating
0.5 ❑
5.2 Efficient Water Heating
0.5 ❑
5.3 Efficient Water Heating
1.0 n
5.4 Efficient Water H
1.5 ❑
5.5 Efficient Heating
2.0 ❑
5.6 t Water Heating
2.5 ❑
Renewable Electric Energy (3 credits max)
1.0 0
7.1 Appliance Package
0.5 ElTotal
Credits
2.5 Calculate Total Clear orm
a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W,
whichever is bigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4) or C403.3.2(5)
c. Equipment listed in Table C403.3.2(1) or C403.3.2(2)
d. You cannot select more than one option from any category
EXCEPT in category S. Option 5.1 may be combined
with options 5.2 through 5.6. See Table 406.3.
e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max.
See the complete Table R406.2 for all requirements and option descriptions.
f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group.
Please print only pages 1 through 3 of this worksheet for submission to your building official.
For Building Officials Only
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Table 406.3 - Energy Credits (Single Family)
Option Description Credits: SF
3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS
Only one option from Items 3.1 through 3.6 may be selected in this category.
z Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95% or
3.1 Energy Star rated (U.S. North) Gas or propane boiler with minimum AFUE of 90%. z 1.0
3.2 Z Air -source centrally ducted heat pump with minimum HSPF of 9.5. 3 1.0
Closed -loop ground source heat pump; with a minimum COP of 3.3 or
3.32 Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet 1.5
and minimum COP of 3.6. 3
Ductless mini -split heat pump system, zonal control: In homes where the primary space
3.4 heating system is zonal electric heating, a ductless mini -split heat pump system with a 1.5
minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the
housing unit. 4
3.5 2 Air -source, centrally ducted heat pump with minimum HSPF of 11.0. 4 1.5
Ductless split system heat pumps with no electric resistance heating in the primary living
areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and
installed to provide heat to entire dwelling unit at the design outdoor air temperature.
3.6 z 2.0
To qualify to claim this credit, the building permit drawings shall specify the option being
selected, the heated floor area calculation, the heating equipment type(s), the minimum
equipment efficiency, and total installed heat capacity (by equipment type).
z An alternative heating source sized at a maximum of 0.5 W/sf(eq uiva lent) of heated floor area or 500 W, whichever is
bigger, may be installed in the dwelling unit.
3 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify
the heating equipment type and the minimum equipment efficiency.
4 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify
the heating equipment type and the minimum equipment efficiency.
4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS
All supply and return ducts located in an unconditioned attic shall be deeply buried in
ceiling insulation in accordance with Section R403.3.7.
For mechanical equipment located outside the conditioned space, a maximum of 10 linear
feet of return duct and 5 linear feet of supply duct connections to the equipment may be
outside the deeply buried insulation. All metallic ducts located outside the conditioned
4.1 space must have both transverse and longitudinal joints sealed with mastic. If flex ducts 0.5
are used, they cannot contain splices.
Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area.
Air handler(s) shall be located within the conditioned space.
HVAC equipment and associated duct system(s) installation shall comply with the
requirements of Section R403.3.7.
Locating system components in conditioned crawl spaces is not permitted under this
option.
4.2 Electric resistance heat and ductless heat pumps are not permitted under this option. 1.0
Direct combustion heating equipment with AFUE less than 80% is not permitted under this
option.
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and shall specify the heating equipment type and shall show the location of the
heating and cooling equipment and all the ductwork.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
3
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Table 406.3 - Energy Credits (Single Family)
Option Description
Credits: SF
1. EFFICIENT BUILDING ENVELOPE OPTIONS
Only one option from Items 1.1 through 1.7 may be selected in this category.
Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1-
(Proposed UA/Target UA)] > the required %UA reduction.
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
1.1
Vertical fenestration U = 0.24
0.5
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
1.2
1.0
Vertical fenestration U = 0.20
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Vertical fenestration U = 0.28
Floor R-38
1.3 Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and
0.5
under entire slab or
Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5%
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Vertical fenestration U = 0.25
Wall R-21 plus R-4 ci
Floor R-38
1.4 Basement wall R-21 int plus R-5 ci
1.0
Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and
under entire slab or
Compliance based on Section R402.1.4: Reduce the Total conductive UA by 15%
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Vertical fenestration U = 0.22
Ceiling and single -rafter orjoist-vaulted R-49 advanced
Wood frame wall R-21 int plus R-12 ci Floor R-38
1.5 Basement wall R-21 int plus R-12 ci
2.0
Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and
under entire slab or
Compliance based on Section R402.1.4: Reduce the Total conductive UA by 30%
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Vertical fenestration U = 0.18
Ceiling and single -rafter orjoist-vaulted R-60 advanced
Wood frame wall R-21 int plus R-16 ci
1.6 Floor R-48
3.0
Basement wall R-21 int plus R-16 ci
Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and
under entire slab or
Compliance based on Section R402.1.4: Reduce the Total conductive UA by 40%.
Advanced framing and raised heel trusses or rafters
Vertical Glazing U-0.28
1.7 R-49 Advanced (U-0.020) as listed in Section A102.2.1, Ceilings below a vented attic and
0.5
R-49 vaulted ceilings with full height of uncompressed insulation extending over the wall
top plate at the eaves.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 4
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Table 406.3 - Energy Credits (Single Family)
Option Description
6. RENEWABLE ELECTRIC ENERGY OPTION
For each 1200 kWh of electrical generation per housing unit provided annually by on -site
wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be
calculated as follows:
For solar electric systems, the design shall be demonstrated to meet this requirement using
the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by
the code official.
6.1 Documentation noting solar access shall be included on the plans. For wind generation
projects designs shall document annual power generation based on the following factors:
the wind turbine power curve; average annual wind speed at the site;
frequency distribution of the wind speed at the site and height of the tower.
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and shall show the photovoltaic or wind turbine equipment type, provide
documentation of solar and wind access, and include a calculation of the minimum annual
energy power production.
7. APPLIANCE PACKAGE OPTION
All of the following appliances shall be new and installed in the dwelling unit and shall meet
the following standards:
Dishwasher - Energy Star rated
Refrigerator (if provided) - Energy Star rated
Washing machine - Energy Star rated
7.1 Dryer- Energy Star rated, ventless dryer with minimum CEF rating of 5.2
To qualify to claim this credit, the building permit drawings shall specify the option being
selected and shall show the appliance type and provide documentation of Energy Star
compliance. At the time of inspection, all appliances shall be installed and connected to
utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the
dwelling unit.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri& Carter
BUILDING OFFICIAL
Aug 10 2023
APPROVED DATE
Credits: SF
1.0
0.5
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
I� *'
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This work was prepared by
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Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 1.23.23
T22J6
Job no.:
Drawn by: STT
Sheet no.:
A-5.0
of 12
General Conditions
STRUCTURAL STEELIELDING
Code Requirements
ASCE 7-16
Codes
2018 IBC
AISIASD Sixteenth Edition
ACI 318-16
NDS 2015
SEAW Rapid Solutions Methodology for Wtnld Design
DESIGN LOADS
l' RITI 52 LTi
ANALYSIS PROCEDURE SEAW RAPID SOLUTIONS METHODOLOGY for WIND DESIGN
BUILDING CATEGORY = 1
WIND SPEED = 85 MPH
EXPOSURE = "B"
TOPOGRAPHIC FACTOR Kzt = '1.3
Seismic Design
ANALYSIS PROCEDURE:SEBCEQUIVALENT LATERAL FORCE PROCEDURE"
Assumed Geotechnical Parameters
SOILS REPORT NOT AVAILABLE
ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2500 pcf
ASSUMED ACTIVE SOIL BEARING PRESSURE FOR YIELDING WALLS = 35 pcf
ASSUMED ACTIVE SOIL BEARING PRESSURE FOR NON -YIELDING WALLS = 50 pcf
ASSUMED PASSIVE SOIL BEARING PRESSURE = 350 pcf
SAFETY FACTOR = 1.5
ASSUMED COEFFICIENT OF FRICTION = .45
SOIL WEIGHT = 130 pcf
Seismic Considerations
SITE CLASS D
OCCUPANCY CATAGORY = 1
IMPORTANCE FACTOR = 1
Ss = 1.28 g
S, = .453
Fa =1.2
Fv = 1.5
Sms = Fa -SS = 1.2*1.28 = 1.54
Sm1 = Fv*Sj = 1.5*.453 = .68
SDs = Sms*.67 = 1.54*.67 = 1.03
SD, = SM,*.67 = .68*.67 = .46
SEISMIC RESISTING SYSTEM, NORTH -SOUTH: WOOD PANEL SHEAR WALLS, R-6.5
SEISMIC RESISTING SYSTEM, EAST -WEST: WOOD PANEL SHEAR WALLS, R=6.5
SHEAR WALL iVOTES - WALLS
PX-X INDICATES SHEAR WALL. SEE LEGEND,
SEE SHEAR WALL SCHEDULE FOR SHEAR WALL
NOTES, ANCHOR BOLT PLACEMENT,. PRESSURE
TREATED SILL SIZES, AND INSTALLATION
DETAILS_
NOTIFY ENGINEER OF ANY REVISIONS TO SHEAR
WALL OR FIELD MODIFICATIONS DUE TO
UNFORESEEN CONDITIONS BEFORE PROCEEDING
W17H CONSTRUCTION,
DIAPHRAGM SHEATHING FAILS SHALL BE DRIVEN
SO THAT THEiR HEAD OR CROWN IS FLUSH WITH
THE SURFACE OF THE SHEATHING,
THE FASTENERS USED IN THE SHEAR WALL
DESIGN ARE 10d COMMONS OR 10d GALVANIZED
BOX NAILS, ANY FASTENER SUBSTITUTION WILL
HAVE TO BE RiEViEWED BY ENGINEER PRIOR TO
CONSTRUCTION.
SOLID BLOCK( BELOW SHEAF WALLS ABOVE.
INDICATES SHEAF WALL TIE DOWN STRAP
BETWEEN THE SHEAR WALL ABOVE AND
THE FRAMING ABOVE OR THE WALLS
BELOW.
Shear Wall Dotes - Foundation
(A) indicates `Simpson' holdown location( see manufacturer's
installation requirements). Holdown anchors are to be
iustalkrd at the end of plywood shear panels.
Building Design Loads
SNOW LOAD = 25 SPF
ROOF (DL) = 15 PSF, (LL) 25 PSF
FLOOR (DL) = 12 PSF, (LL) = 40 PSF
EXTERIOR WALL (DL) = 15 PSF
INTERIOR WALL = 7.5 PSF
EXTERIOR DECK (DL) = 15 PSF, (LL) = 65 PSF
CORRIDORS, STAIRS, EXITS (DL) = 12 FSF, (LL) = 100 PSF
See Shear Nall Schedule for shear wall notes, schedules, anchor bolt placement,
and pressure treated sill sines.
All shear wall panelat other than PI- ' are to he installed with pressure
treated 3X sills.
All holdown 4X or 6X posts to be Doug fir 02 or better.
Anchor bolts to be minimum Wd. X 10" * 48" o.c. (unless noted otherwise
in Anchor Soft Sheaar Nall Schedule, Sheet #€S-1).
Concrete strength f'c = 3OW psi for concrete exposed to the elements.
Concrete strength f 'c 2500 psi for concrete not exposed to elements.
Notify engineer of any revkiona to shear wall or holdown plan or
old modifications due to uufonv n conditions before
proceeding with construction.
Increase depth of foundation at holdown anchor bolts to insure proper
concrete coverage.
Simpson Strong Tie connectors arc specifically required to meet the structural
calculations of this plan. Before substituting aDethcr brand, confirm load capacity
based on reliable published testing data of calculations. The En&eer of Record
should evaluate and give approval for substitution prior to installation.
MATERIAL SPECIFICATIONS
Prefabricated Floor Trusseslf'loor Joists
(if rpg uired)
> Submit to engineer of record complete slop drawings and
calculations stamped by a Washington State registered
professional engineer for approval prior to fabrication.
> Pnwide for all temporary and permanent truss and joist bracing
and bridging (per manufacturer's recommendations).
> Store and erect trusses in accordance with the manufacturer's
details and installation recommendations.
> Substitution in prefabricated assemblies to be approved by
engineer of record prior to installation.
> Plywood to be glue nailed to top flange of prefab floor joist or
truss.
> Provide additional web reinforcing at T,II joists at or over
supports.
Floor Loads (See loading table above)
Wood Dotes
> New exterior walls to be framed with 2 x 4 or 2 XIS studs 16"
O . (unless noted otherwise).
> New interior walls to be framed with 2 x 4 studs @ 1 " u.c.
(unless noted otherwise).
> All frame nailing shall be in accordance with 'fable
No.2304.9.1, 2018 IBC
> When a girder is spliced over a support, au adequate tie shall be
provided.
> Provide solid blocking over all supports.
> Provide fire blocking within framing cavity at ff-O"vertically
and horizontally). Fire Aep openings around vents, pipes, ducts,
chimneys,ete. with non-combustible materials.
> Framing anchors shall be provided to support joists which
frame into the side of a wood girder or framing nand.
> Wood members shall have sufficient bearing area based on
allowable values for compression perpendicular to- grain per 2001
DS.
> Provide double joists under all interior bearing walls.
> Where boring through studs is required for plumbing or
rlmirical wiring in bearing walls use 2 X 6 or double 2 X 4 studs.
> All joists, studs, blocking, bracing, and rafters shall be Hem Fir
#2 or better; Fb - 850 psi (1000 psi repetitive), Fv = 75 psi
E =1, 300,000
> All sawn beams, headers, posts, lintels, and girders which are 4"
nominal width shall he Doug -Fir Larch #2 or better; lib = 850 psi,
Fv = 9rs psi, E = 1, 600,000.
> All wn reams, headers, posts, lintels, and girders which are 6"
nominal width shall be Doug -Fir Larch #1 or better: lib = 850 psi,
Fv = 85 psi, E = 1, 600,000.
All glue -laminated timbers to be kiln dried Doug -Fir top and
bottom (24 F-V4) for simple span beams; (24 F-VS) for multiple
span or cantilever beams. Fb = 2400 psi, Fv =1 5 psi,
E -1,8 ,000.
> All framing lumber shall be k.ilir dried to a maximum 19 %
moisture content prior to installation.
> Steel framing accessories and structural fasteners shall be as
manufactured by Simpson Company (or approved. equal).
Connectors shall be installed in accordance with manufacturer's
recommendations. Provide all plan designated manufacturer's
connectors.
> Simpson Strong Tie connectors are specifically required to meet
the structural calculations of this plan. Before substituting another
brand, confirm load caparity lased on reliable published testing data
of calculations. The Engineer of Record should evaluate and give
approval for stuiustitution prior to installation.
Holdowns
> Holdowns to be by Simpson Company (or equal. Any
substitutions in hardware manufacturer must be approved by the
Engineer of Record prior to installation.
.Plywood Notes
> All plywood shall tm irtstarlled per American Plywppd
Association standards.
> All plywood shall be A.P.A rated C-D Struct 1(mina.
> All panel edges to occur with long edges over wood supports,
short edges to he hlocked.
> All roof V"ood to be `14" thick with span rating 24/0.
> 'Vail panels with 10d common naih at 12"' ox. in the field, let'
o.c. at all panel edges. Nail at 4" u.c. to all exterior walls and other
shear walls,.
> All fhunr plywood to be minthick with span rating 32/16.
> Nail panels vvith 10d.. gals, nails at 6" o.e. at panel edges, 12"
u.c. in the field. Sec Shear wall schedule for nailing patterns shear
walls.
> At floor sub -floor glue floor plywood to favor joists with an
approved elastomeric adhesive suitable for use in wet weather.
> See shear wall schedule and notes for wall plywa d and naibng
schedule.
> All ply-%ood at waterproof decks to be pmsure irmted.
> Plywood floor aad roof sheathing shaGlI be laid up with face grain
perpendicular to supports.
> All floor plywood shall be glue nailed to suppording joist in
necordaGnce with the American Plywood Association. flue snail
meet the requirements of Adhesive Specification ANC -01.
Concrete/Foundation Notes
> Foundation design is in accordance with chapter 19 of the 2018 IBC
All work shall he performed in accordance with all current
building and safety codes.
> Concrete strengths shall be verified by standard 28-day cylinder
tests, unless approved otherwise.
> Anchor bolts to be 518"diameter with 10" embedment @, 4811
o.c. (see shear wall schedule for anchor bolt size and spacing at
other than P14" shcarwalls). All anchor bolts to be ASTM A-307.
> ALLOWABLE 80IL'SEARING PRESSURE =15000 PSF
> Backfill behind unbraced retaining walls prior to attaching floor
diaphragm.
> Exterior footings to be entrerrehed a minimum of 18" below
existing grade and bear on firm undisturbed sail.
> All reinforcing bars to he Grade 60 deformed bars. The tic wire
is to be 16 fiat. double annealed wire. Lap all reinforcing 36
diameters. At corners of wails extend horizontal bars 2" from
outside farce of wall and lap with elbow bars of30 diameters at the
same sine and spacing. Provide 245 bars around all wall
openings. Provide footing dowels to match vertical reinforcing.
Concrete cover
31r' concretc poured against earth
2" formed concrete with earth backfill
1 1/2" outside face of walls exposed to weather,
slabs can a moisture barrier
1" walls, outside face
> Provide 4"diameter perforated PVC drain in granular fill at the
base of all new exterior footings (existing and new).
Concrete mix
Mix design shall be in conformance with ACI-318-99. Submit mix
designs to eu ineer of record 2 weeks pijer_to.plaftwent
indicating where each concrete mix ig used and the maximum
aggregate sme.
type PC max.water/cem.ratio min.
non-a►ir ent, air ent. skslcmyd.
ftgs .65 .42 6
found.watls 2+500
slab on grade 3000 .65 .50 5 Y2
> Water reducing mixtures may be incorporated into the mix
designs in accordance with ASTM C 494 and manufacturer's
recommendations.
>Water/Cement ratio shall be measured by weight and shall be
based on the total cementiotes mattrsal. Water/Cement ration
shall be determined by the supplier based on the strength
requirements and shall no exceed the maximum water/cement
ratio shown above.
> Contractor will call far inspectio3n prior to placing any footing
and foundation wall concrete,
> Provide rigid insulation around the perimeter of ail slabs within
heated spaces,
> Permanent cut and fill slop" should not exceed
2:1 (H.*V).
> All reinforcing shall he detailed in accordance with ACI
detailers manual.
> All excavations shall Ike adequately barricaded and marked.
All work area and surfaces shall be cleaned upon completion of
the project. All debris and waste materials shall be removed off
the site to in Rpproved disposid am by the contractor.
-Use air -entrained (3%-696) in all Flat work exposed to weather. -
Master flow 928 or equal.
> Provide minim uw of 1/2" air space between non -pressure
treated woad and concrete, or provide waterproofing membrane
between concrete and non -pressure treated wood.
> Top of concrete to be field verified by contractor.
> Contractor to field verify existing grade cut and soil conditions
with before promeding with concrete retaining wall forming aPid
reinforcing steel placemeaL'
> Contractor shall be responsible for all safety precautions and the
methods, techniques, sequences or procedures required to perform
the walk,
>In the case of discrepancies between the drawings and the
anticipated field conditions the contractor shall notify the architect
before proceeding with construction.
>DO NOT SCALE the architects or engineer's drawings - mated
dimensions take precedence over scaled dimensions.
Fasteners
Fasteners for pressure treated wood must be ZMAX hot dipped
galvanised (G18) or stainless steel.
Prefabricated Roof Trusses fif required)
> Submit complete shop drawings and calculations stamped by a
Washingtun State registered prokssional engineer for approval
prior to fabrication.
> Ileaign for the spans and conditions shown on plans.
> Deflections under total loads not to exceed L1360.
> Provide far all temporary and permanent truss bracing and
bridging.
> Store and erect trusses in accordance with the manufacturer's
recommendations.
Roof Dead Load = (15 psf)
Livc Lead = (25 pat)
Bottom chard head Load = 7 psf
Top Chord uplift = 7 psf
STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM
TO THE REQUIREMENTS OF CHAPTER 22 OF THE 2018 IBC
SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT
BE ALLOWED WITHOUT PRI OR APP ROVAL OF THE ENGINEER OF
RECORD -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION
AIDS AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT
LIMITED TO ELECTION ANGLES, LIFT HOLES AND OTHER AIDS,
WELDING PROCEDURES REQUIRED ROOT OPENINGS, ROOF
FADE DIMENSIONS, GROOVEANGLES, BACKING BARS, SCOPES,
SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS,
EXPANSION BOLTS SHALL BE ICB0 APPROVED AND INSTALLED
PER THE MANUFACTURER'S RECOMMENDATIONS,
UNLESS OTHERWISE SPECIFIED ON DRAWINGS OR DETAILS,
SIZE AND EMBEDMENT DEPTHS SHALL BE APPROVED THE THE
ENGINEER OF RECORD.
MATERIALS
STRUCTURAL STEEL ATM A 992GRADE50
CONNECTION MATERIAL, ASTIVI A 36
EMBEDDED ITEMS,
CHANNELS, ANGLES, BASE PLATES
STRUCTURAL TUBES ASTM A 500, GRADE B
STRUCTURAL BOLTS ASTM A 32f>-N
WOOD CONNECTION BOLTS ASTM A 307
ANCHOR BOLTS ASTM A 307
THREADED RODS ASTM A 36
WELDING ELECTRODES TOW, LOW HYDROGEN
BEAM CAMBER NOTED ON DRAWINGS IS THE UPWARD CAMBER
REQUIRED IN THE BEAM AS DELIVERED TO THE JOB SITE, THE
CONTRACTOR SHALL CONSIDER CAMBER LOSS DUE TO
SHIPPING AND HANG}LINO.
STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO
WEATHER SHALL BE HOT 01PPED GALVANIZED AFTER
FABRICATION IN COMPLIANCE WITH ASTM A 123. ALL FIELD
WELDS ON GALVANiZED MATERIAL SHALL BE COATED WITH
BRUSH APPLIED ZING -RICH PAINT COMPLYING, WITH ASTM A 780
(GALVAOON OR EQUIVALENT).
SHEAR WALL SCHEDULE
2018 IBC
1?Ir'all Sheathin to be 1/2" C-D Structural L 24/0
Roof Sheathing to be 1/2" -D) Structrual 1311.6
use 10d common nails
WALL
NAIL
PANEL
MAIL SPAC
BL "G
REO111(RED ANCHORS
ALLOWABLE
TYPE
Size
Panel
Field
TING eplBtw
P.T.Sill
Bottom
11NIT STj AR
Edges
Studs
Pkafts
Plate
01f)
PI-6"
104
fill
121"
6"
2 X 6 (4)
a/8"d. 48"
16d (a' ("
282(11F), =kI[ I
P14'"
14d
4""
12""
4"
3 X 6 (4)
5/$"'d. . 3211
(2)16d. @ 8"'
41), 510(DF)
P1 "
10d
31"
12"
3`1
3 X 6 (4)
5/8"d. 241'
(2)16d. @ 6"
561 HF), 665(DF)
P1-2"
10d
2"
12"
2"
3 X 6 (4)
3/4"d. 24"
(2)16d. 5"
710(IiF), 870(DF)
Shear Wall Notes.
1. P1 indicates plywood on one side of shear wall only.
2. P2 Indlestes plywood on two sides of shear wall. Framing members ,4hill be .3X. Offset panel
joints to fail vn different studs.
3. Plywood may be installed either horizontally or ve.rticaIly on Hem -Fir #2 studs.
4. For nailing at 4",,3" or 2" on center, use 3 X framing Fnembcrs at all panel edges. stagger fasteners
nt all pace] joints.
5. For nailing at 4", 3", or 2" on renter use pressure treated 3X sill at foundation.
6. Solid black all panel edges with full depth blocking.
7. Use 10d common nails for shear wall fasteners.
S. Nails must be flush driven with diaphragm sarfaee.
9. Anchor holts to have minimum 3" X 3" X 1/4" plate washtm
10. Finger jointed studs are not to be used at holdown locations.
11. Nails for panel edges shall be I Od common JO.131"d. X 3" long). Nails for plates shall ter 16d. common
(0.148d. X 3 V4" long).
12. Where bottom plate nailing regaires (4) nails at a specific spacing, block fluor space below the sole plate
consisting of a minimum (Pf two framing memhe". Nailing pattern shall consist of two rows in each member
offset 112" and staggered.
13. Do not ins#all floor diaphragm nailing over bottom sill nailing,
14. ALL STUDS TO BE 2% 11EM FIR #2 OR RFTTER2
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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This work was prepared by
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Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-1.0
of 12
94133 Mid Rail
95,50f,13 in [2426 mm]
3.88 in 94012 Top Rail 94252 Baluster
[98 mml� c an. ,7 in rnd]6 ml A ii_R1 f_n6 in fRSq mml�
42.t
[101
MA)
F A - —94252 Baluster 5.561.06 in [141 mm]
D
I
C
L
0 in
7 mm]
32.25
in
[819
mm]
E
940t3 Bottom Rail B2.00
in1!379'in
[51 mm]
m] 95.50+.13 in [2426 mm] �� 3,88 in 3,69 in
[98 mm] [94 mm]
Centered between support posts
96.00 in MAX
4.00— in
[101.6—s mm]
L[4sa mm]
Figure 2
Westbury' Riviera Series Style C30 Aluminum Railing System
4.00-w in
[101.6=0•5 mm]
125— in
[3.2-4 mm]
Figure 22 - 4x4 Aluminum Post Assembly
A%_aA
Post must be set to have screw
line perpendicular with rail line.
2.00 in
O (3) C 10 150.8 mm]
2.00 in
—$— -- Railing E
[50.8 mm] --
OU (4) UO
v1Ew A -A
SCALE .75
1/4" x 1/4" +/- 1/16"
10898 Leveling
Bolt
1/4"x1/4" ±1116" Welded
all 4 sides full length to
plate with 3/64" ER 5356 Wire
37" [940 mm] 74021 Post
(36" [914 mm] Guardrail)
43" [1092 mm] 74023 Post
(42" [1067 mm] Guardrail)
Tolerance = t 1/16"
o ` CD 3.88 in
55236 Leveling [98.4 mm]
Shim Plate
55258 #14 SS Screws (2 req.)
Figure 23 — 2" Aluminum Support Post Assembly
RAILING DETAIL
NTS
ne/End Post
1016
1018
rossover Post: I
1020
1021
Simpson top
flange hanger
HB5.5/16
Simpson top
flange hanger
HB5.5/18
line of deck a
DB-100
—-�-—--—-—-—-—-�-— —-—————— — — — — —— ,+L,1
\ / TI
1
� / I
I \ D,,i100 I DJ-101 I'
10 `'r'
Q 0 ,I
C) 11
/ DS-100 \ \ m II
Q I
S-,)
I
f;\ - -- - - ------ - - -
;}I II
I
II
crostc16 \ /' 11114"
tension straps on \ I
underside of deck joists , \ I II
I
\ / I
o„
1 256 1 /4"
n � I
Simpson top
flange hanger
HB5.5/16
DC-100 with Simpson 'MPB66Z'
embedded post base with CCQ5-6SDS2.5
column cap - typical 3 places
RFC-100
_
P5 / Aso \ DB-106
DC-100 with Simpson ABU66Z 12 , B" 2" _
nr
post base with CCQ5-6SDS2.5 `, I I o
column cap - typical 3 places ,
DL-100
— — — — — — — — — — — — — — —
--HDR-001---------------
HDU5 holdown
w/dbl studs
G I
33 3l4" 4"
I I
I I
I I
I
_ I I
N UC--10-9 w[thS[mpson-ABl6-6Z-
post base with CCQ5-6SDS2.5
column cap - typical 3 places
U
6
CD
-(n
:o
_o
X
N
1)
c
X
0)
CONTINUOUS FOOTING
30" wide x 16" thick continuous footing
with 444 longitudinal and #3 ties
(@ 12" o.c
z--a1
CnCIO
X
LU
P 143"
epoxy grout 244 horizontal
bars into existing foundation
HDU5 holdown
w/dbl studs
SLAB TO BE INSULATED AROUND NTI PERIMETER
WITH R-10 RIGID INSULATION AS WELL AS FLOW
ENTIRE NEW SLAB
" I •a• r--�J /- I
5 shear wall above /
HDU5 holdown
w/dbl studs
epoxy grout 244 horizontal
bars into existing foundation
J.
L----------------
HDU5 holdown
w/dbl studs
HDU5 holdown
w/dbl studs
UP
1
shear wall above
I'
Slab on grade
4"thk concrete slab '
with 6"x6"xW2.9xW2.9 WWF
on 6 mil vapor barrier on 12
6" compacted fill ,
/ -4.0
11
RFC-100
G�6
G
G�6
G
III
Inspection reports for all welding to be provided to the city
for review.
epoxy grout 244 horizontal
bars into existing foundation
epoxy grout 244 horizontal I I \
bars into existing foundation I I HDU5 holdown
w/dbl studs
�I
I I a
--------------- .:•:I
q4 1/2" 1 21T
HDU5 holdown
604 w/dbl studs
Deck Framing Plan/Partial Lower Floor SW Plan
1/4" = 1'-011
O
Beam
Schedule
DB-100
P.T. 2 1/2 x 18 24FV4 GLB
DB-101
P.T.5 1/8 X 18 24FV4 GLB/OR/
W8X48 STEEL BEAM
DB-102
not used
DB-103
P.T.5 1/8 X 16 1/2 24FV4 GLB
DB-104
HSS 8X4X5/8 STEEL TUBE
DB-105
DBL EXISTING JOISTS
DB-106
P.T. 4X10 DF#1
DC-100
P.T.6X6 DF#1 POST
DJ-100
P.T. 6X6 DF#1 @ 12" O.C.
DJ-101
P.T. 2x10 DF#1 @ 16" O.C.
DL-100
P.T. 2x10 DF#1 LEDGER W/
2 ROWS 5/8"d. LAG BOLTS
@18" O.C.
DS-100
P.T. 6X6 DF#1
FRB-100 HSS 8X4X5/8 STEEL TUBE
H DR-001
RFC-100 HSS6X5X1/2 STEEL TUBE
All new beams and headers to be 4x10 DF#1
unless noted
otherwise in the framing plans\
P.T. means pressure treated
SHEAR WALL NOTES - FOUNDATION
INDICATES'SIMPSON' HOLDOWN LOCATION (SEE
-00 MANUFACTURER'S INSTALLATION REQUIREMENTS).
HOLDOWN ANCHORS ARE TO BE INSTALLED AT THE END OF
PLYWOOD SHEAR WALL PANELS.
SEE SHEAR WALL SCHEDULE FOR SHEAR WALL NOTES,
SCHEDULES, ANCHOR BOLT PLACEMENT, AND PRESSURE
TREATED SILL SIZES.
ALL SHEAR WALL PANELS OTHER THAN P1-6" ARE TO BE
INSTALLED WITH PRESSURE TREATED 3X SILLS.
ANCHOR BOLTS TO BE MINIMUM 5/8"0 X 10" @ 48" O.C. (UNLESS
NOTED OTHERWISE IN ANCHOR BOLT SCHEDULE, SHEET S-3).
CONCRETE STRENGTH F'C = 3000 PSI FOR CONCRETE EXPOSED
TO THE ELEMENTS.
CONCRETE STRENGTH F"C = 2500 PSI FOR CONCRETE NOT
EXPOSED TO ELEMENTS.
NOTIFY ENGINEER OF ANY REVISIONS TO SHEAR WALL OR
HOLDOWN PLAN OR FIELD MODIFICATIONS DUE TO UNFORESEEN
CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
INCREASE DEPTH OF FOUNDATION AT HOLDOWN ANCHOR BOLTS
TO INSURE PROPER CONCRETE COVERAGE.
SIMPSON STRONG TIE CONNECTORS ARE SPECIFICALLY
REQUIRED TO MEET THE STRUCTURAL CALCULATIONS OF THIS
PLAN. BEFORE SUBSTITUTING ANOTHER BRAND, CONFIRM LOAD
CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OF
CALCULATIONS. THE ENGINEER OF RECORD SHOULD EVALUATE
AND GIVE APPROVAL FOR SUBSTITUTION PRIOR TO INSTALLATION.
SHEAR WALL NOTES - WALLS
PX-X INDICATES SHEAR WALL. SEE LEGEND.
SEE SHEAR WALL SCHEDULE FOR SHEAR WALL
NOTES, ANCHOR BOLT PLACEMENT, PRESSURE
TREATED SILL SIZES, AND INSTALLATION DETAILS.
NOTIFY ENGINEER OF ANY REVISIONS TO SHEAR
WALL OR FIELD MODIFICATIONS DUE TO
UNFORESEEN CONDITIONS BEFORE PROCEEDING
WITH CONSTRUCTION.
DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN
SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
THE SURFACE OF THE SHEATHING.
THE FASTENERS USED IN THE SHEAR WALL
DESIGN ARE 10d COMMONS OR 10d GALVANIZEDREVISION
E
BOX NAILS. ANY FASTENER SUBSTITUTION WILL Aug 09 2023
HAVE TO BEREVIEWED BY ENGINEER PRIOR TO
CITY OF EDMONDS
CONSTRUCTION. DEVELOPMENT SERVICES
DEPARTMENT
SOLID BLOCK BELOW SHEAR WALLS ABOVE.
INDICATES SHEAR WALL TIE DOWN STRAP
BETWEEN THE SHEAR WALL ABOVE AND
THE FRAMING ABOVE OR THE WALLS
BELOW.
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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This work was prepared by
me or under my supervision.
Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-2.0
25'9"8 op 10 163
T
2'
Koot naming Dian/Main door 5w Flan
1/4" = 1'-0"
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri e C-,&�
BUILDING OFFICIAL
Aug 10 2023
APPROVED DATE
Beam Schedule
FRB-100 HSS8X4X5/8 STEEL TUBE
:DR-1
NOT USED
100A 7X18 2. L
00B 7x9 2.0E P
01 3.5 x 11.875 2.0E PSL
DR-102 3.5 x 11.875 2.0E PSL
DR-103 3.5 X 11.875 2.0E PSL
100
NOT USED
101
4X10 DF#1
102
NOT USED
103
NOT USED
C-100 HSS6X5X1/2 STEEL TUBE
-100 NOT USED
-100 1.75 X 9.25 2.0E PSL
,II new beams and headers to be 4x10 DF#1
Ness noted otherwise in the framina Dlans
SHEAR WALL NOTES - WALLS
PX-X INDICATES SHEAR WALL. SEE LEGEND.
SEE SHEAR WALL SCHEDULE FOR SHEAR WALL REVISION
NOTES, ANCHOR BOLT PLACEMENT, PRESSURE Aug9 2023
TREATED SILL SIZES, AND INSTALLATION DETAILS. g
CITY OF EDMONDS
NOTIFY ENGINEER OF ANY REVISIONS TO SHEAR DEVELOPMENT SERVICES
DEPARTMENT
WALL OR FIELD MODIFICATIONS DUE TO
UNFORESEEN CONDITIONS BEFORE PROCEEDING
WITH CONSTRUCTION.
DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN
SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
THE SURFACE OF THE SHEATHING.
THE FASTENERS USED IN THE SHEAR WALL
DESIGN ARE 10d COMMONS OR 10d GALVANIZED
BOX NAILS. ANY FASTENER SUBSTITUTION WILL
HAVE TO BE REVIEWED BY ENGINEER PRIOR TO
CONSTRUCTION.
SOLID BLOCK BELOW SHEAR WALLS ABOVE.
INDICATES SHEAR WALL TIE DOWN STRAP
BETWEEN THE SHEAR WALL ABOVE AND
THE FRAMING ABOVE OR THE WALLS
BELOW.
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
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This work was prepared by
me or under my supervision.
Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
11 /9/22
Date:
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-3-0
F n ff
#3 C:JIES @ 12" OC
SCALE: 1 "=V-0"
4" CONIC SLAB
444 BARS
1 1/2" LONGITUDINAL TOP
CLR &BTM
R-44 INSULATION
TTS
PRE -FABRICATED
TRUSSES @ 24" O.C. ROOF SHEATHING PER PLAN
�
H1 SEISMIC CLIP AT EVERY
TRUSS EACH END
2X STUDS @ 16" O.C.
with/R-21 INSUL. BATTS
ROOF TRUSS
4" thick concrete slab w/
6"x6" W2.9xW2.9 WWF
on 6mil vapor barrier on
6" compacted fill
a ..
> X -X ..d .. X-
d
M
DETAIL
SCALE: 1 "=V-0"
3/4" THICK BASE PLATE WITH
2-3/4" diameter X 15" LONG -
EMBED INTO CONCRETE 12"
Il�hhi L�
fad low.
h�, r
�1
1141 .'I 'A
!�I _ yli
I 190too ►4Uj
(r-P LEvtLf
i .
`I I
I II
3 STEEL COLUMN BASE DETAIL
NTS
8d @ 4" OC SHEATHING
TO BLOCKING
2X VENTED BLOCKING
48"
#4 X
12"
(2)#4 BARS CONT
r— FINISH GRADE
(2)#4 BARS CONT
col.
to
base
plate
3x nailer with 1/2"d.
threaded studs welded
on @ 15" o.c.
2x nailer w1114" teks
( 12" o.c.(2 rows)
(CJP)
BEAM TO
COL.
Clarify with FOR the type of anchor to be
embedded into the concrete. Provide document to
inspector at the time of inspection.
rnneTr1a f RACTIO rnneTIA r'C1R
STRAPPING AT WALL
SCALE: V=V-0" (W-14)
10 DECK FRAMING CROSS—SECTION
3/8" = 1'-0"
IS
/OOD
I PLATE
iT
TOP
3/1$" 14
hss ool-
2-314-d.
Base Plate 20
threaded rod
l u
Section)01
HSS TUBE BEAM
(SEE ELEVATION)
2 COLUMN TO BEAM CONNECTION
nts
MIN DBL STUDS
3DS %X3 SCREWS
3EE HOLDOWN CALL -OUTS
)N PLAN
)R TR BARRIER MAY BE
ZEQUIRED
EPDXY GROUT W/ SIMPSON SET-XP
EPDXY (MIN EMBED = 10")
'R TR 2X OR 3X SILL (SEE
SHEAR WALL SCHEDULE
"0 (OR) %"0 ANCHOR
3OLT
_U FOUNDATION
TYPICAL HDU INSTALLATION AS A HOLDOWN (SHOWN
"FLUSH", TOUCHING SILL PLATE)
NOTE:
SEE MANUFACTURER'S CATALOG FOR ADDITIONAL
INFORMATION
HOLDOWN INSTALLATION
6 SCALE: NTS
I
I
I
I
I
I
I
I
I
I
I
I
HSS 6x5x1/2
steel tube
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
ANGLE TO
BEAM AND
COLUMN
L4X4XO'-5" 3/16
steel angle
---------------------
HSS 8x5x5/8
steel tube
ANGLE TO
BEAM AND
3/16 COLUMN
ORigid Frame Elevation
nts
FLOOR SHEATHING NAILINGAT
61 N. NMIMUM ON CENTER TO
JOIST W TH HOLD-DOVM
FLOOR JOIST
HOLD-LXYM OR SIMILAR
704SION DEVICE
DECK JOIST
5 DECK TO FLOOR CONNECTION
nts
a
9 BEAM TO POST CONNECTION DETAIL
nts R-10 RIGID
INSULATION
6 MIL VAPOR
BARRIER
'.
ova
�.
2X STUDS 16" O.C.
%" EXTERIOR PLYWOOD
SHEAR WALL
4" CONIC SLAB W/ 6"X6"
W2.9XW2.9 WWF
PR TR SILL PLATE W/ %" 0 AB
PER SHEAR WALL SCHEDULE
(2) #4 CONT TOP
#4 @ 10" OC (HORIZ)
— #4 E� 3" (VERT)
@ 16" OC
4"0 PERF PVC IN
6" DRAIN ROCK
6" GRAVEL a
1—lI�—III II�
411 8" V (2)#4 BTM LONGITUDI
1'-4"
TYPICAL FOUNDATION
i SCALE: 1 "=V-0"
J
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
VISED PLAN APPROVED
IT OF EDMONDS BUILDING DIVISION
E r Cv�
BUILDING OFFICIAL
Aug 10 2023
APPROVED DATE
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
7/31 /23
8/8/23
O
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This work was prepared by
me or under my supervision.
Sheet Contents:
RESUB
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-4.0
of 17
-II _/ 1 11 1,-
2X6 OUTLOOK
PREFABRICATED TRUSSES RAFTERS @ 24" O.C.
@ 2X 24" O.C. \ -
STUD
(2) 2X
BLOCKING
LA OULU F`LY11 L
SHEAR WALL AT WINDOW OPENING
SCALE: 1/2"=l'-0"
H1 SEISMIC CLIP AT
EVERY TRUSS END
PLYWOOD ROOF
SHEATHING
2x FASCIA
2X VENTED
BLOCKING
EXTERIOR
PLYWOOD
SHEATHING
2X STUDS @
16" O.C. with/R-21
BATT INSULATION
OROOF TRUSS at RAKE OUTLOOK
1 -1 0
PREFABRICATED TRUSSES
@ 24" O.C.
R-44 BATT INSULATION PLYWOOD ROOF
12 2.5 SHEATHING
�/ / 12
1.5
/ DECK OVERHANG
H1 SEISMIC CLIP AT RAFTERS -SEE FRAMING
EVERY TRUSS END PLANS FOR SIZE - BACK
SPAN 8'-0"
2X VENTED
BLOCKING
2X STUDS @16" O.C.
with/R-21 BATT INSULATION
EXTERIOR PLYWOOD
SHEATHING
O ROOF TRUSS at EAVE
12
2.5 PLYWOOD ROOF
SHEATHING,
,PREFABRICATED TRUSSES
@ 24" O.C.
R-44 INSULATION
BATTS
2X BLOCKING BETWEEN
DEEP HEEL TRUSSES
EXTERIOR PLYWOOD
SHEATHING
H1 SEISMIC CLIP AT 2X STUDS @ 16" O.C.
EVERY TRUSS END A with/r-21 INSUL BATTS
SEE SHEARWALL SCHEDULE FOR
ROOF AND WALL SHEATHING NAILING
SCHEDULES
� ROOF TRUSS
SCALE: 1 =1-0
In\ AnJ /TX/lid nV 41)A C%I InnTn /l
SHEAR WALL THRU ROOF TRUSSES
SCALE: 1"=l'-0" (R-09)
REVISION
Aug 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erito, C4*-fer
BUILDING OFFICIAL
Aug 10 2023
APPROVED DATE
revisions
8/8/23
O
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This work was prepared by
me or under
my supervision.
Sheet Contents:
RESUB
Aug
09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Scale:
as noted
Date:
8/7/23
Job no.:
T22J6
Drawn by:
STT
Sheet no.:
S-5.0
of 12