SEE REV1 BLD2022-1670-APPROVED-Architectural_Plan+2.8.2023_5.47.58_PM+3359897LOT 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 1 sT
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
Main Floor Finished Area = 1702 sq ft
Lower Floor Finished Area = 754 sq ft
Garage = 806 sq ft
New Main Finished Area = 107 sq ft
Total Main Floor Finished area =
1702 +107 = 1809 sq ft
New Exterior Deck = 524 sq ft
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/O!R 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 COMIPILIANCE OF
DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUCTURAL
MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND
MISCELLANEOUS EQUIPMENT.
7. ALL EXTERRIOR OPENINGS, FLASHINGS, CO'UNTERF'LASHING, EXPANSION JOINTS
AND THE LIKE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM
WEATHERPROOF.
8. VIERIFY ALL VARIATIONS OR DISCREPANCIES WITH THE ARCHITECT PRIOR TO
PROCEEDIING WITH THE WORK IN QUESTION,
9. SIERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER
WASHINGTONI STATE ENERGY CODE.
10. METAL DUCTS JOINTS SHALL BE TAPED AND INSULATED.
11. OPENINGS TO BE CAULKED, SEALED, OR 'WEATHER-STRIPPED.
12. IBATT 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 MIIL (0.006")
BLACK POLYETHYLENE OR EQUIVALENT, LAPPED 12" AT EACH JOINT ANID
EXTENDED TO FO'UINDATION WALLS, PER WASHINGTON STATE ENERGY CODE.
BUILDING HEIGHT SUMMARY
From Survey on Next Page -
4-corners of rectangle =
206.95+213.4+215.7+208.1 = 844.151/4
= 211.04'
Maximum Allowable Height = 25' above
average grade = 211.04'+25'= 236.04'
Actual Height = 232.2' per Survey
(shown on elevations)
Lot Area =7405 sq ft
Allowable lot coverage = 35%
=.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 O.K.
213.4'
- - - -lkk--_
-
(PER
TERR E1
SUR Y
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8'-4"
4'-4" e-'
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5.5'
enclose
fover
Site Plan
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= 10'-0"
D-rawing-Index
TS- . ITE PLAN/TITLE SHEET
SUR-1.0 SURVEY
A-1.0 EXISTING MAIN AND LOWER FLOOR PLANS
A-2.0 EXISTING BUIDING ELEVATIONS
A-3.0 PROPOSED FLOOR PLAN REVSIONS
A-4.0 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
S-4.0 STRUCTURAL DETAILS
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revisions
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12/8/22
1 /19/23
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This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
Date: 11 /19/22
Job no.: T22J6
Drawn by: STT
Sh o.:
TS-1 .0
of 10
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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RIM=195.94'
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PINE ST
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R1. RECORD OF SURVEY, AUDITOR'S FILE N0. 9006065002,
RIM-200.97'
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RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
IE(W) 8"CPP=199.32'
RIM=214.63'
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.
IE(E) 8"CONC=209.67'
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VERTICAL DA UM
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SITE TEMP. BENCHMARK
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DESCRIPTION: SET PK NAIL W/ RED WASHER
LOCATION: SET IN CONC. WALK E OF E PROP LINE
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ELEVATION: 221.87'
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SURVEYOR'S NOTE
IE(W/E) 12"GONGcn
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1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
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AUGUST OF 2022. THE FIELD DATA WAS COLLECTED AND
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RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
IE(N) 4"CONC=219.77'
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THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
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STEPS 1.4'N STEPS
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SOS IE(W) 8"CONC=219.72'
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WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN
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N 8'44'38'
24.87' (125.00' PLAT)
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FOUND IRON PIPE
® BRICK SURFACE SIZE TYPE O TREE (AS NOTED)
BUILDING W WATER LINE
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LUM LUMINAIRE ELEV ELEVATION
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IE(E) 4"PVC=203.63'
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P POWER (OVERHEAD) LS# LAND SURVEYOR NUMBER
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FIR S T
JOB NUMBER: 221319
DATE:
08/18/22
Pine St
TACK/LEAD, DOWN 0.9'
N 88'44'19" W 329.73' MEAS. (329.79
R1 & R2)
DRAFTED BY.,
TDB
> = D
Pine Street < > <
FOUND MON IN CASE
CHECKED BY:
KOP/CSP
Playfield W Q
BRASS DISK, DOWN 0.4'
SCALE:
ill = 10'
Hk En
REVISION HISTORY
> "e npo'
ncare and Waxing
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
Ll/--------------------- -
LIVING AREA
1554 5a FT
Existing Main Floor Plan with Roof Outline
1 /4" = 1'-0"
5� �STERE�
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RHE ± T. TAPP
1E OF ASMCTnN
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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L M
N
This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
A-1.0
of 10
M
um Roof Height (see
TP-1)
Existing South Elevation - with additions
1 /4" = 1'-0"
basement beyond
Existing East Elevation - with additions
1 /4" = 1'-0"
236.04'
Roof Heig
232.2'
Ex. Main FI'r
218.4'
Grade
.9'
Existing Roof Height(per
------------
Ex.Main FI'r
Average Grade
211.9'
urvey)
let, 17L0l9.11l6 0]1�Y1
Existing West Elevation - with additions
1 /4" = 1'-0"
Existing North Elevation - with additions
1 /4" = 1'-0"
� r
595 R kTERE�j
QH(TE
T TE OFPHEAswTON
revisions
12/1 /22
12/8/22
1 /23/23
2/8/23
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RESUB
Feb 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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L LT a)
V a O in
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This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
A-2.0
of 10
2018 Washington State Energy Code - Residential
2018 Washington State Energy Code - Residential
Prescriptive Energy Cade Compliance for AJI Climate Zones in Washineton
Single Fa milv - New & Additions (effective February 1. 20211
These requirements apply to all IRC building types, including detached one- and two-family
dwellings and multiple single-family dwellings (townhouses).
Project information Contact lnjormatiaa
Morts Remodel David Morts ! Stephen Tapp ArchitecbV.E.
1034 B Ave S, Edmonds, WA 206-669-2255 1 206-459-5151
Instructions: This single-family project wiII use the requirements of the Prescriptive Path below and
incorporate the minirnum values listed. Based on the size of the structure, the appropriate number 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 insulation depth
extends over the top plate Df the exterior wall_
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall
meet the requirements for thermal barriers protectingfoam plastics.
For lag structures developed in rompliance with Standard ICC 400r log walls shall meet the requirements for
8 dimate zone 5 of ICC 400.
Int_ (intermediate framing) denotes framing and insulation as described in Section AlD3.2.2 including standard
h framing 16 inches on center, 78% of the 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
Heating
Options
Fuel Normalization Descriptions
Credits - select ONE
heating option User Notes
1
Combustion heating minimum NAECAb
0.0
❑
2
Heat pump`
1.0
3
Electric resistance heat only - furnace or zonal
-1.0
❑
4
DHP with zonal electric resistance per option 3.4
0.5
❑
5
All other heating systems
-1.0
❑
Energy
Credits - select
ONE
Options
p
Energy Credit Option Descriptions
energy option from
each
category
1.1
Efficient Building Envelope
0.5
❑
1.2
Efficient Building Envelope
1.0
❑
1.3
Efficient Building Envelope
0.5
❑
1.4
Efficient Building Envelope
1.0
❑
1.5
Efficient Building Envelope
2.0
❑
1.6
Efficient Building Envelope
3.0
❑
1.7
Efficient Building Envelope
0.5
❑
2.1
Air Leakage Control and Efficient Ventilation
0.5
❑
2.2
Air Leakage Control and Efficient Ventilation
1.0
❑
2.3
Air Leakage Control and Efficient Ventilation
1.5
❑
2.4
Air Leakage Control and Efficient Ventilation
2.0
❑
3.11
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
❑
L 4.2
High Efficiency HVAC Distribution System
❑
1.0
❑
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2
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 UEF 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
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Summary of Table R406.2 (cont.)
Energy
Credits - select ONE
Energy Credit Option Descriptions (cont.)
Options
energy option 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 l�
5.4 Efficient Water Heating
1.5 ❑
5.5 Efficient Water Heating
2.0 ❑
5.6 Efficient Water Heating
2.5 ❑
6. le 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.
Credits: SF
1.0
0.5
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This work was prepared by
me or under
my supervision.
Sheet Contents:
Scale:
as noted
Date:
1.23.23
T22J6
Job no.:
Drawn by:
STT
Sheet no.:
A-4.0
of 10
MY1.3
CEILINGS: (VAULTED -SINGLE RAFTER) R-38
WALLS ABOVE GRADE: R-21 int.
WALLS BELOW GRADE: (INTERIOR) R-10/15/21 int. + TB
FLOORS: R-30
SLAB ON GRADE: ( MINIMUM 24" WIDE) R-10
REC ROOMI '
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A-3
I I I
-----------------------
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W14
existing 907(
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I
ENERGY CODE SUMMARY
IN CONST CTION)
AN ffl1f
ED N 2018 W SHINGTON STATE ENERGY
CODIAL ROVIS NS, CHAPTERS 1 THRU 5 FOR
RESIDENTIAL OCC C : TABLE R301.1, CLIMATE ZONE
4C, AND TABLE R402.1.1 - HEATING BY OTHER FUELS).
PERCENTAGE OF GLAZING TO
I TOTAL FLOOR AREA:
UNLIMITED
MAXIMUM GLAZING U-VALUE: (VERTICAL)
•28
MAXIMUM GLAZING U-VALUE: (OVERHEAD)
.50
BONUS
MAXIMUM DI BLE R303.1.3(1)
.20
ROOM
MINIMUM REVUIRED INSULATION VALUES
CEILINGS:
f
R-49
CEILINGS: (VAULTED -SINGLE RAFTER)
R-38
I WALLS ABOVE GRADE:
R-21 int.
WALLSS BELOW GRADE: (INTERIOR) R-10/15/21
i
int. + TB
FLOORS:
R-30
SLAB ON GRADE: ( MINIMUM 24" WIDE)
R-10
WINDOW 56HEDULE
NUMBER
LABEL
COMMENTS
OTY
FLOOR
SIZE
R/O
EGRESS
DESCRIPTION
HEADER
MANU GTURER
U-FACTOR
1N01
1065FX
ENTRY WAY
1
1
1065FX
13 3/8"X80 1/2"
FIXED 6LA55
2X6X16 3/5" (2)
UNKN INN-----
W02
51034L5
GUEST BEDROOM - FRONT
1
1
51034L5
11"X41"
LEFT SLIDING
2XSX14" (2)
MILGARD
0.28
W03
21034L5
GUEST BEDROOM - BAGK
1
1
21034L5
35"X41"
LEFT SLIDING
2X6X38" (2)
MILGARD
0.28
1N04
24211 L5
GUEST BATH
1
1
24211 L5
2q"X35 1/2"
LEFT SLIDING
2X6X32" (2)
MILGARD
0.5
W05
W05-20061
LIVING ROOM SLIDER
1
11
20061 L/R EX
242"X81 15/16"
YES
EXT. QUAD SLIDER -GLASS PANEL
2X12X245" (2)
FLEETWOOD
0.4
W06
156q
SUNROOM SLIDER
1
11
156q L EX
q1 "X84"
YES
EXT. SLIDER -GLASS PANEL
2X10Xg4" (2)
MILGARD
0.4
1N07
WO1-14105gFX
SUNROOM 1N. FACING
1
1
14105gFX
11q"X101,
FIXED 6LA55
2X12X182" (2)
FLEETWOOD
0.55
WOS
155gFX
SUNROOM N. FACING
1
1
155gFX
q0"X10"
FIXED GLASS
2X10Xg3" (2)
FLEETWOOD
0.33
1N0q
5434L5
KITCHEN
1
1
5434L5
65"X41"
LEFT SLIDING
2XSX68" (2)
MILGARD
0.28
1N10
5032L5
PRIMARY BATH
1
1
5032L5
61"X3q"
LEFT SLIDING
2XSX64" (2)
MILGARD
0.28
1N11
210515H
PRIMARY BEDROOM - BACK
1
1
210515H
35"X62"
SINGLE HUNG
2X6X3Y (2)
0.28
W12
51135L5
PRIMARY BEDROOM - FRONT
1
1
151135LS
11 1/2"X41 1/2"
LEFT SLIDING
2XSX14 1/2" (2)
MILGARD
0.28
1N13
6054LS
GARAGE
1
0
6054LS
1311X4111
LEFT SLIDING
2X1OX16" (2)
MILGARD
0.28
1N14
6068
BASEMENT LIVING RM SLIDER
1
0
6068 L EX
14"X83"
YES
EXT. SLIDER-GLA55 PANEL
2X1OX11" (2)
MILGARD
0.28
W15
51031 OL5
BASEMENT LIVING RM
1
0
51031 OL5
11 "X47
LEFT SLIDING
2XSX14" (2)
MILGARD
0.28
1N16
21034LS
BASEMENT GUEST BATH 3
1
0
21034LS
35"X41"
LEFT SLIDING
2X6X38" (2)
MILGARD
0.5
1N17
21034L5
BASEMENT GUEST BED 3
1
0
21034L5
34 1/8"X41"
LEFT SLIDING
2X6X31 1/8" (2)
MILGARD
0.28
W18
21034L5
BASEMENT GUEST BED 4
1
0
21034L5
34 1/8"X41"
LEFT SLIDING
2X6X31 1/8" (2)
MILGARD
0.28
WINDOW 56HEDULE
NUMBER
LABEL
COMMENTS
aTY
FLOOR
SIZE
R/O
EGRESS
DESCRIPTION
HEADER
MANUFACTURER
U-FACTOR
W01
1065FX
ENTRY WAY
1
1
1065FX
13 3/8"X80 1/2"
FIXED GLASS
2X6X16 3/8" (2)
UNKNOWN
0.3
W02
51034L5
GUEST BEDROOM - FRONT
1
1
51034L5
11"X41"
LEFT 5LIDING
2X5X14" (2)
MILGARD
0.25
W03
21034L5
GUEST BEDROOM - BACK
1
1
21034L5
35"X41"
LEFT SLIDING
2X6X38" (2)
MILGARD
0.28
W04
24211 L5
GUEST BATH
1
1
24211 L5
2q"X35 1/2"
LEFT SLIDING
2X6X32" (2)
MILGARD
0.3
W05
W05-20061
LIVING ROOM SLIDER
1
11
20061 L/R EX
242"X81 15/16"
YES
EXT. QUAD SLIDER -GLASS PANEL
2X12X245" (2)
FLEETWOOD
0.4
W06
156q
SUNROOM SLIDER
1
1
156q L EX
q1"X84"
YES
EXT. SLIDER -GLASS PANEL
2X10Xg4" (2)
MILGARD
0.4
WO1
WO1-14105gFX
SUNROOM W. FACING
1
1
14105gFX
11q,,X10,,
FIXED GLASS
2X12X182" (2)
FLEETWOOD
0.33
WOS
155gFX
5UNROOM N. FACING
1
1
155gFX
q0"X10"
FIXED GLA55
2X10Xg3" (2)
FLEETWOOD
0.33
WOq
5434L5
KITCHEN
1
1
5434L5
65"X41"
LEFT SLIDING
2XSX68" (2)
MILGARD
0.28
W10
5032LS
PRIMARY BATH
1
11
5032LS
61,,X3q,
LEFT SLIDING
2X8X64" (2)
MILGARD
0.25
W11
210515H
PRIMARY BEDROOM - BACK
1
1
210515H
35"X62"
SINGLE HUNG
2X6X38" (2)
0.25
W12
51135L5
PRIMARY BEDROOM - FRONT
1
1
51135L5
11 1/2"X41 1/2"
LEFT SLIDING
2XSX14 1/2" (2)
MILGARD
0.28
W13
6034L5
GARAGE
1
0
6034L5
13"X4111
LEFT SLIDING
2X10X16" (2)
MILGARD
0.28
W14
6068
BASEMENT LIVING RM SLIDER
1
0
6066 L EX
14"X83"
YES
EXT. 5LIDER-GLA55 PANEL
2X10X17 (2)
MILGARD
0.25
W15
51031OL5
BASEMENT LIVING RM
1
0
51031OL5
11"X47
LEFT SLIDING
2XSX14" (2)
MILGARD
0.25
W16
121034LS
IBASEMENT GUEST BATH 3
1
10
121034LS
35"X41"
ILEFT SLIDING
2X6X38" (2)
IMILGARD
0.3
W11
121034L5
JBA5EMENT GUEST BED 3
1
10
121054L5
134 1/8"X41"
ILEFT 5LIDING
2X6X31 1/8" (2)
MILGARD
0.25
W18
121034LS
IBASEMENT GUEST BED 4
1
10
121034LS
134 1/8"X41"
ILEFT SLIDING
2X6X31 11Y (2)
MILGARD
0.25
W.
new 42" high
guard rail
NEW DECK
5/4 wood decking
BATH/LAUNDRY
W4
--F--T-
W3
lowed to be connected wirelessly,
floor plans.
TING
zoom
2868
ALL
=0 11,=
- - - - - - - - - - -
m
0
a
CL
ON
LOSET
I
GL05ET
I� T-0" X T-F
F YER
^ I 3068 W 1 - - - - - - - - -
PORGH
14'-1 11 X 4'-311
Proposed Main Floor Plan
1/4" = 1'-0"
Wall Schedule
steel frame columns
RE -BUILT
SITTING
--T---- - ----T-
_ 14968� -
L
#
O
100 cfm
ex fan
N
m
N
S.D.;CO2
i
5.13.?G02
KITCHEN
100 cfm
ex fan
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL
eS[%i]
EXISTING
BEDROOM
1
A
595R +TER€a
PHITE I
PHEN T. TAPP
T TE OF �VASI�UNGXON
revisions
1- 1 /22
'V' AV22
2, 3, 23
Thi:
me
Shee .
W18
ScalE
Job
D�
of 10
RESUB
Feb 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
94133 Mid Rail
95,50f,13 in [2426 mm]
3.88 in 94012 Top Rail 94252 Baluster
[98 mml� c an. 17 in rnd]6 ml A ii_R1 f_n6 in fRSQ mml�
42.t
[101
MA)
F A - —94252 Baluster 5.56t.06 in [141 mm]
D
I
C
�L
0 in
7 mm]
32.25
in
[819
mm]
LL-
E
-94013 Bottom Rail2.00
inJ!3:
[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.&- mm]
i[4sa mm]
Figure 2
Westbury' Riviera Series Style C30 Aluminum Railing System
4.00-w in
[101.6iU5 mm]
.125— in
13.210.4 mm]
Figure 22 - 4x4 Aluminum Post Assembly
AF-
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] -- i
OU (4) UC
VIEW A -A
SCALE .75
1/4" X 1/4" +/- 1/16"
10898 Leveling
Bolt
1/4"x'/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"
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
— — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — rL�1
1
� � I
I \ D/,i100 I DJ-101 I'
A\
10 `'r'
Q 0 p
S-4.0 co
m i o CD
DS-100 \ m II
Q I
I
.�';\ - -- - - ---- - - - - --
II
I
I II
crostcl 6 \ /' 1I114"
tension straps on \ I
underside of deck joists , `\ I II
\ I
o„
256 1 /4"
n � I
O �
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
i1.3 16 ,
P5 cosyI \`\ DB-106
` 10B" 12 108.. 2"
' \� -- DL_
—--- ---4'
I�
I;
I'
DC-100 wl �S
column cap y
45 1/2"
I.
'
T
33 3l4" 4"
HDU5 holdown
w/dbl studs
s6rrABtMZ po-sttase with-Ge 5-6-SDS2:5
II 3 places
CONTINUOUS FOOTING
30" wide x 16" thick continuous footing
with 444 longitudinal and #3 ties
(@ 12" o.c
RFC-100
CnW
X
W �
P1411111
epo y grout 2-#4 horizontal
bars into existing foundation
VHDU5holdo
wn
w/dbl studs
1n
SLAB TO BE INSULATED AROUND NTI PERIMETER
WITH R-10 RIGID INSULATION AS ELL AS BELOW
ENTIRE NEW SLAB
�I
5 I�
.I
epoxy grout 244 horizontal
bars into existing foundation
�I
al
I
.I
I I�
L — — — — — — — — — — — — — — — — — J
— — — — — — — — — — — — — — — — — — — -
111211111111111111
UP
epoxy grout 244 horizontal
bars into existing foundation
61
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
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
C 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.
Slab on grade
4"thk concrete slab
with 6"x6"xW2.9xW2.9 W
on 6 mil vapor barrier I epoxy grout 244 horizontal
6" compacted fill 12 I I bars into existing foundation
-4.0 ,
--------------- I E
(C A)n 11
-941/2" 1 21T
Deck Framing Plan/Partial Lower Floor SW Plan
1/4" = 1'-0"
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 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
O
E
+� o
o
CD O00
�+
LU
aZz�
w
tea=
i
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o W
RESUB
Feb 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
M
W
C
co (� _O
U C
O O -S;
U M
^, 6
s
C-`U
U a o Cn
L co
N
Cn
This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
Date: 11 /9/22
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-2.0
_r w n
O �
NEW ROOF
STRUCTURE
Roof Framing Plan/Main Floor SW Plan
1/4" = 1'-0"
r
6
O
E49
0
Beam Schedule
FRB-100 HSS8X4X5/8 STEEL TUBE
DR-100 3 1/2 x 14 2.0E PSL
100 5 1/8 X 12 24FV4 GLB
101 4X8 DF#1
102 3 1/2 X 9 24FV4 GLB
103 3 1/2 X 10 1/2 24FV4 GLB
C-100 HSS6X5X1/2 STEEL TUBE
-100 2 X 12 DF#1
-100 2X8 DF#1 @ 24" O.C.
�I[IIIy�'(I[17�]�e�ll
,II new beams and headers to be 410 DF#1
nless noted otherwise in the framing plans
Wall Schedule
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL
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 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
O
E
o
00
• — A•+ o
C/) a
z
wLU
c�
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AMA M�e >�
c
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rw
RESUB
Feb 09 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W
�
1_L M 0
U M
� w CU
i U
C)
L M
N
This work was prepared by
me or under my supervision.
Sheet Contents:
Scale: as noted
11 /9/22
Date:
Job no.: T22J6
Drawn by: STT
Sheet no.:
S-3-0
\1 of 10
4" CONC SLAB
#3 (::JIES @ 12" OC
444 BARS
1 1/2" 1 1/2" LONGITUDINAL TOP
CLR - Z-611 CLR &BTM
SCALE: 1 "=1'-0"
HEATHING PER PLAN
MIC CLIP AT EVERY
EACH END
OC SHEATHING
;,KING
$ ROOF TRUSS
48"
#4 X
12"
4" thick concrete slab w/
6"x6" W2.9xW2.9 WWF (2)#4 BARS CONT
on 6mil vapor barrier on
6" compacted fill FINISH GRADE
811
1'-0" (2)#4 BARS CONT
DETAIL
SCALE: 1 "=1'-0"
07
3/4" THICK BASE PLATE WITH
2-3/4" diameter X 15" LONG -
EMBED INTO CONCRETE 12"
141
h�, r
i LOLL- - '
I I I •.� � P � f d
I
3)STEEL COLUMN BASE DETAIL
-� NTS
r'AACTr'1CZ r'NACT17 r'RACT1A r'C1F
STRAPPING AT WALL
SCALE: 1"=V-0" (W-14)
10 DECK FRAMING CROSS-SECTION
3/8" = 1'-0"
rII
IS
JOOD
I PLATE
>T
TOP
r
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)
(CJIP)
BEAM TO
COL.
3/1$" 14
hss ool_ I st
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
SIDS %X3 SCREWS
SEE HOLDOWN CALL -OUTS
DN PLAN
'R TR BARRIER MAY BE
REQUIRED
EPDXY GROUT W/ SIMPSON SET-XP
EPDXY (MIN EMBED = 10")
DR TR 2X OR 3X SILL (SEE
SHEAR WALL SCHEDULE
''/"0 (OR) %"0 ANCHOR
3OLT
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
HSS 6x5x1/2
steel tube
ANGLE TO
BEAM AND
COLUMN
:5x5/8
be
ANGLE TO
BEAM AND
COLUMN
ORigid Frame Elevation
nts
FLOOR SHEATHING NAILINGAT
61 N. NMIAAUM ON CENTER TO
JOIST W TH HOLD-DOVM
FLOOR JOIST
HOLD -DC" OR SIMILAR
704SION DEVICE
DECK JOIST
5 DECK TO FLOOR CONNECTION
nts
IN
9 BEAM TO POST CONNECTION DETAIL —
nts R-10 RIGID
a
INSULATION
6 MIL VAPOR a
BARRIER
2X STUDS 16" O.C.
%" EXTERIOR PLYWOOD
SHEAR WALL
4" CONC SLAB W/ 6"X6"
W2.9XW2.9 WWF
PR TR SILL PLATE W/ %" 0 AB
PER SHEAR WALL SCHEDULE
(2) #4 CONT TOP
a
#4 @ 10" OC (HORIZ)
J
— #4 E� 3" (VERT)
@ 16" OC
4"0 PERF PVC IN
6" DRAIN ROCK ao
J p
6" GRAVEL M A
—III—II� II.
4" 8" 4" (2)#4 BTM LONGITUDINAL
1'-4"
2 TYPICAL FOUNDATION
SCALE. 1 -1 -0
revisions
12/1 /22
12/8/22
1
/23/23
2/8/23
o
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•—
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6 2i
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i� �
U � c�
L M
N
This work was prepared by
me or under
my supervision.
Sheet Contents:
Scale:
as noted
Date:
11 /9/22
Job no.:
T22J6
Drawn by:
STT
Sheet no.:
S-4.0
of i n