HomeMy WebLinkAboutPermit File BLD-2021-0259 4310 Cherry Court 1 ' City of Anacortes Invoice/Permit#: BLD-2021-0259
904 6th Street
•
Applied date: 04/05/2021
P.O.Box 547 Issue date: 04/07/2021
'0: Anacortes, WA 98221-0547
Expire date: 10/04/2022
(360) 293-1901
Job Address: 4310 CHERRY CT Permit Type: Single Family Residence Permit
ANACORTES WA 98221 Project:
APN:
Remarks: NEW SFR ON LOT 2.
Automatic sprinkler system required per NFPA 13D.
Owner: LG ANACORTES LLC Contractor: LG ANACORTES LLC
Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE
BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846
Phone: Phone: (360)755-9021
License#:
General Information: Fees:
Occupancy Group it-1 Plan Application Fee 200.00
Use Zone R1 Building Permit Fee 2,813.75
Flood plain development N Plan Review Fee 1,828.94
New or Replaced Hard Surface 3611 Mechanical Permit Fees 176.15
Lot Area 15404 Plumbing Permit Fee 174.00
1st Floor Square Footage 1392 State Building Code Fee Resi 6.50
2nd Floor Square Footage 1903 Sewer Inspection Fee 52.14
Garage Square Footage 781 Storm Drain GFC-Residential 1,746.97
Deck Square Footage 128 Sewer GFC-Residential 9,331.86
Porch Square Footage 135 Park Impact Fee 615.00
Stove, Appliance 1 Traffic Impact Fee 2,817.69
Building Valuation 425000 EMS Impact Fee 363.70
# Forced Air Furnace <=100k 1 SFR/duplex: site plan/design 60.00
#of Heat Pumps<- 3 Hp 1 Stormwater Review 288.88
#of Air Conditioning Units 1 Total Calculated: 20,475.58
#of Backflow Devices 1 Deposits/Receipts: 0.00
#of Tubs, bath 2
#of Clothes Dryers 1 Total Due: 20,475.58
#of Clothes Washers 1
#of Dishwashers 1
#_of_Gas Outlets 6
#of Gas Fireplace 2
#of Gas Piping 1
#of Gas Water Heaters<= 100k 1
#of Water Piping 2
#of Hose Bibs 2
#of Kitchen Sinks 1
#of Hand Sinks 5
#of Range Hoods 1
#of Showers 2
#of utility Sinks 1
#of Ventilation Fans 6
#of Water Closets(Toilets) 4
1 Y City of Anacortes Invoice/Permit#: BLD-2021-0259
904 6th Street
Applied date: 04/05/2021
P.O.Box 547 Issue date: 04/07/2021
_ ;' 0, Anacortes, WA 98221-0547
(360) 293-1901 Expire date: 10/04/2022
The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of
the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or
granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or
federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be
valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this
jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of
the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,
inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or
decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is
suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to
be true and correct.
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY
I; Iy PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
1cor.
$ Phone: (360)293-1901
FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION
1. PROPERTY INFORMATION
Project Address(Street,Suite#): Assessor Parcel Number:
4310 Cherry Court P135448
Subdivision/Lot#: Zoning Designation: Lot area (size): 15,404 s ft.
Plat of Cherry Court, Lot#2 R-1 a'
2. TYPE OF PROJECT
VI New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair)
❑ New Duplex El Attached to Primary Unit ❑ Interior remodel
E Detached from Primary Unit
❑ New Addition to SFR ❑ Garage, carport or accessory building E Fence or retaining wall
or duplex (new/repair)
❑ Other:
Project Summary:
Construct on SFR on Lot #2, Plat of Cherry Court
Project Valuation: $425,000
3. PROPERTY OWNER INFORMATION
Name:LG Anacortes, LLC Phone:360-755-9021
Address(Street,City,State,Zip): Email Address:
504 E. Fairhaven Ave. Burlington, WA 98233
4. CONTRACTOR INFORMATION
Name:*LG Anacortes, LLC Phone:360-755-9021
Contractor's Business Licenses State License#: City License#:
*All Contractors&Subcontractors must have a valid City LGANAAL800 NQ
of Anacortes business license prior to doing work in the Expiration Date: Expiration Date:
City. 8 - 18 - 2022 8 - 31 - 21
Address(Street,City,State,Zip): Email Address:
504 F Fairhaven Ave Burlington WA 98233
5. CONTACT PERSON
Select one person the city will contact for anything
® Applicant ❑ Property Owner ❑ Contractor
related to this project: ❑ Other(list below)
Name:Jack E. Reinstra Phone:360-420-9542 (cell #)
Address(Street,City,State,Zip): Email Address:
504 E. Fairhaven Ave. Burlington, jackr@landedgentry.com
WA 98233
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 5 of 18
11 Y 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
��'� Mailing Address: P.O. Box 547, Anacortes, WA 98221
1 Office Location:904 6th Street, Anacortes WA 98821
Y; $' Phone: (360)293-1901
6. LENDER INFORMATION
RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project,
write"no lenders"on the Name Line below.
Name:People's Bank Phone:360-404-2204
Address(Street,City,State,Zip): Email Address:
1801 Riverside Drive
Mount Vernon, WA 98273
7. ACKNOWLEDGEMENTS & SIGNATURE
Read and initial each of the following statements prior to signing this application:
9c,_.x I understand that when a building permit application is taken in over the counter it does not mean
the application has been deemed technically complete and sufficient for staff review.
I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
9.c.--- I understand and acknowledge that I could be responsible for providing as-built drawings (on paper
or electronically) as part of the project's certificate of occupancy process.
9.(72 I understand and acknowledge that Special Inspections could be required as part of my project, and
if needed I will be required to pay for the cost of these inspections.
I understand and acknowledge that financial securities could be required as part of the work I am
completing and I agree to provide the items needed for the City to calculate these securities and to
provide the securities themselves.
I understand that if permits are reviewed concurrently such as design review, site plan,traffic
concurrency, etc., any required revisions to one permit may affect the entire plan set and could
add costs and time to the project.
I hereby declare that I am either the owner of the property listed on this application or the owner of
this property has authorized me to be their representative to act for them. I also declare under
penalty of perjury under the laws of the State of Washington that all of the statements and answers
contained herein, and the information submitted with this application form is in all respects,true,
correct, and complete to the best of knowledge and belief.
G�� �'Aifr.atia- April 05, 2021
Signature Date
Jack E. Reinstra
Printed Name
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 6 of 18
I;G � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
1co�.
`� Phone: (360)293-1901
FORM BP-2: STRUCTURE AND SITE INFORMATION
1. PROPERTY WHERE WORK IS OCCURRING
ADDRESS: 4310 Cherry Court
PARCEL P135448
NUMBER(S)
2. DETAILED PROPOSED STRUCTURE INFORMATION
Complete the following information as it relates to your project. Mark items that are not applicable with
"N/A".
Structure height:
29' - 11 3/4"
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
1st Floor: 1,392
2nd Floor: 1,903
3rd Floor: N/A
Basement: N/A
Garage: 781
Total deck: 128 (covered patio)
Total porch: 135 (Front Porch)
Other:
Other:
Other:
3. QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? IA YES 12 NO
Is a monitored fire alarm being installed? ❑ YES 12 NO
Are retaining wall(s) being built? ❑ YES 12 NO
Are structural plans required? 12 YES ❑ NO
4. PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? If yes, you will be required ❑ YES 2 NO
to submit a right-of-way permit application.
If you have already submitted a ROW permit, list the permit number here:
B. Is the property located in a flood zone? ❑ YES 12 NO
If yes, list the flood zone designation:
C. Are there slopes in excess of 15%on or abutting the site? If yes, a ❑ YES 2 NO
geotechnical report will likely need to be submitted.
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 7 of 18
Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
9111111‘4 Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
Y; %' Phone: (360)293-1901
D. Are there critical areas or buffers on or abutting (within 300-feet of)the ❑ YES 12t NO
project site? If yes, a critical areas report will likely need to be submitted.
E. Is the lot less than 5,000 sq. ft. in area? ❑ YES 12 NO
If yes,your site and building will need to comply with the standards in AMC
19.43.010.C.
F. Is your project involving an accessory dwelling unit? El YES 12 NO
If yes,your site and building will need to comply with the standards in AMC
19.47.
G. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑ YES 12 NO
(about 1 log truck load)of timber be harvested? If so you may need to
obtain a forest practices permit from DNR.
H. Is this project subject to the SEPA process? If yes, you will be required to ❑ YES 12 NO
submit a SEPA checklist.
If you have already completed the SEPA process, list the permit number
here:
5. REQUIRED SIGNATURE
I hereby declare that I am either the owner of the property listed on this application or the owner of
this property has authorized me to be their representative to act for them. I also declare under penalty
of perjury under the laws of the State of Washington that all of the statements and answers contained
herein, and the information submitted with this application form is in all respects,true, correct, and
complete to the best of knowledge and belief.
April 05, 2021
Signature Date
Jack E. Reinstra
Printed Name
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 8 of 18
I;GI e j PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
1cor.
$ Phone: (360)293-1901
FORM BP-3: PLUMBING AND MECHANICAL FIXTURES imiiM
MECHANICAL
Equipment Type: Appliance/Equipment Information (new and relocated): Total #:
Furnace: Gas#: 1 Elec#: BTU: Other#: 1
Wall Heater: Gas#: Elec#: Other:#: Location(s):
Gas Water #:1 Location(s): Garage 1
Heat Pump: Elec#1 Other#: Capacity: 1
Air Conditioning: Elec#:1 Other#: Capacity: 1
Radiant/Hydronic Gas#: Elec#: Other:#: Location(s):
Exhaust Fans: Bath#: 5 Laundry#:1 Other: 6
Range Hood: #:1 Location(s): Kitchen 1
Fireplace: Gas#1 (1 opt.) Elec#: Other:#: Location(s):Living Mstr. 2
p p ) Bedrm.Opt.)
Clothes Dryer& Duct: Gas#:1 Elec#: Other:#: Location(s):Laundry 1
Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s):Kitchen 1
Gas Pi In OUtlet S : #: Location(s): Kitchen;Living;Garage;Laundry;Storage 6
p g/ ( ) 6Master Bdrm.
Boiler Gas#: Elec#: BTUs: Location(s):
Other: #: Location(s):
TOTAL MECHANICAL OUTLETS: 21
PLUMBING
Fixture Type(new and
relocated): Total#: Fixture Type(new and relocated): Total#:
Water Closet(Toilet): 4 Refrigerator water supply(for water/ice 1
Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: 1
Utility Sink: 1 Water Service Line: 1
Tub: 2 Water Piping:
Hand Sink: 5 Clothes Washer: 1
Shower: 2 Electric Water Heater: Tank-less? Yes ❑
Dishwasher: 1 Backflow Prevention Assembly: 1
Hose Bib: 2 Other:
TOTAL PLUMBING FIXTURES: 23
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 9 of 18
I;GI4, PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
$ Phone: (360)293-1901
FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS
1. PROPERTY WHERE WORK IS OCCURRING
ADDRESS: 4310 Cherry Court
PARCEL
NUMBER(S) P135448
2. GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant architectural plans. Please
check the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11" x 17" and drawn in an architectural scale.
• Architectural plans for structures 4,000 square feet or larger are required to be prepared and
stamped by an architect licensed in the State of Washington.
• Structural plans must be stamped by a structural engineer licensed in the state of Washington.
3. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS
COMPLETE REQUIREMENTS PAGE#ON
? YOUR PLANS
Cover (or 1st page) must include: SHEET A2.1
• Site address
• Parcel number
V • Lot number(if applicable)
• Lot size
• Lot coverage
• % impervious surface coverage
Floor plans with existing (if applicable) and proposed building layout with square SHEET A3.1
footages and with the use of each room/area labeled. &A3.2
Window and door sizes labeled and window ventilation area. Commercial,
V Multi-Family, and Mixed-Use Structures must also include door and window SHEET A3.1
schedules. &A3.2
V Plumbing, duct, and electrical layout. Penetration protection must be shown. E1.1
V Opening headers, size, and material. SHEET A3.1
&A3.2
Cross section details, showing typical foundation,floor, wall, ceiling and roof SHEET A5.1
construction and insulation.
Structural members labeled as to size and spacing as well as bracing, blocking, VARIOUS
bridging, special connectors, and anchor bolts. SHEETS
V Details documenting energy code compliance. SHEET A3.1
Exterior building elevations demonstrating compliance with applicable structure SHEET
type design standards (small lot, duplex, or ADU) and maximum building height A6.1 &A6.2
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 10 of 18
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
1rt w� Phone: (360)293-1901
Building height (see AMC 19.42.120 for measurement methods,exceptions and modifications). Sheet A-6.1
• Label the building height at the highest point of the structure from the average
of the natural topography at the foundation at the front of the building.
• Label the average elevation of the natural topography at the front of the
building.
• Label the elevation at the center of all exterior walls of the proposed building.
• For ADUs only, include elevations demonstrating compliance with the
height/setback plane(see AMC 19.47.030(C)(6)).
Special details as needed (i.e., stairs,fireplaces, special construction). VARIOUS
SHEETS
V Insulation and insulation values of walls, slab,floors, and roof/ceiling. SHEET A3.1
V Existing and proposed grades with slope of lot shown. SITE PLAN
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 11 of 18
Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
9111111‘4 Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
Y; %" Phone: (360)293-1901
FORM BP-5: STORMWATER MANAGEMENT MINIMUM
REQUIREMENTS DETERMINATION
1. PROPERTY WHERE WORK IS OCCURRING
ADDRESS: 4310 Cherry Court
PARCEL NUMBER(S) P135448
2. GENERAL INFORMATION
Most development within the City of Anacortes that involves disruption of soils, or construction of buildings,
streets, parking lots,etc. requires a Stormwater review. Stormwater review requirements are based on either
the amount of soil to be disturbed (grading,vegetation removal),or the amount of hard surface that is created
or replaced on a site(building footprint,concrete,asphalt or gravel parking,sidewalk,etc.)
This form is largely targeted for small projects and single family residences. For larger projects and more
information please refer to the Anacortes Municipal Code(Chapter 19.76 Stormwater Management)and the
latest Washington State Department of Ecology Stormwater Management Manual for Western Washington
(Ecology Manual).
3. HARD SURFACE AREA CALCULATION
Please calculate your project's hard surface amount;guidance is provided on the next page of this document. Use
your project's total hard surface calculation to follow the flow chart(s) in this packet and determine the level of
stormwater management required for you project.
When determining your permit level or if stormwater thresholds are met or exceeded the entire project must be
considered. A project is that portion of a property, properties,or right of way subject to land disturbing activities,
new hard surfaces and replaced hard surfaces. The hard surface on your property will determine the storm water
utility fees and the stormwater general facility charge. All new or replaced hard surfaces should be accounted for.
Below are excerpts from the Anacortes Municipal Code and Ecology Manual that may assist you in preparing this
information.
"Hard surface area"means an impervious surface, a permeable pavement, or a vegetated roof.
"Impervious surface"means a non-vegetated surface area which either prevents or retards the entry of water into
the soil mantle as under natural conditions prior to development. A non-vegetated surface area which causes
water to run off the surface in greater quantities or at an increased rate of flow from the flow present under
natural conditions prior to development.
"Replaced impervious surface"means,for structures, the removal and replacement of impervious surfaces down to
the foundation. For other impervious surfaces, the removal down to bare soil or base course and replacement.
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 12 of 18
1� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
1` Mailing Address: P.O. Box 547, Anacortes, WA 98221
‘7%� ;� Office Location: 904 6th Street, Anacortes WA 98821
�( car Phone: (360)293-1901
Land disturbance
Description Total
(SF)
15,404
Total Area of Land disturbing activity
11,793
Total area converted from vegetation to
lawn or landscaped areas
Hard surface area calculation
Existing Removed Proposed Proposed
Description (SF) (SF) Replaced New
(SF) (SF)
Non Pollution Generating Hard 0 0 0 2,773
Surface Area
(Sidewalks, paths, patios,etc.)
Pollution Generating Hard Surface 0 0 0
838
Area
(Driveways, parking areas, etc.)
Total Hard Surface 0 0 0 3,611
Site Size 15,404
Existing impervious surface
coverage% 0
(sq.ft. hard surface/site size)
Use the information in the above table to navigate the flow chart(s) on the next page and
determine the applicable stormwater management minimum requirements for your
project. Then complete the applicable Stormwater Minimum Requirements Form on the
Public Works - Engineering Department Forms website and provide required submittal
items/plans.
Check applicable box Minimum Requirements Determination
❑ Minimum Requirements#1-9.
Minimum Requirements #1-5.
Res.Building Per�Application Submittal checklist
Updated October36,2019 Minimum Requirement#2.
Page 13 of 18
1� Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
� Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
VICIPIPSTY Phone: (360)293-1901
FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT
Start Here
Yes See Redevelopment Minimum
► Requirements and Flow Chart
]J (Figure I-2.4.2).
No
No 1111-
.".
\No
Yes
Yes
All Minimum Requirements
apply to the new and replaced
hard surfaces and converted
vegetation areas. Yes No
i
Does the project have land
•-.—..— ., � 1 disturbing activities of 7,000
square feet or greater?
Yes
No
Minimum Requirement#2
applies.
Figure 1-2.4.1
Flow Chart for Determining Requirements for
641 New Development
DEPARTMENT OF Revised June2015
ECOLOGY Please see http./Avww,ecy wa gov/copyrighthtml for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 14 of 18
1� Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
� Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
VICIPIPSTY Phone: (360)293-1901
FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT
Yes No
Minimum Requirement#2 applies.
Next Question
C
Yes No
All Minimum Requirements apply Next Question
to the new hard surfaces and the - . No
converted vegetation areas.
Yes
Does the project add 5,000 square feet or more of new hard surfaces?
Yes No
Do the new hard .
surfaces add 50%or
more to the existing N j ,NO
hard surfaces within the project limits?
Yes�� All Minimum Requirements apply to the new and replaced '
hard surfaces and converted vegetation areas. Yes
Figure 1-2.4.2
Flow Chart for Determining Requirements for
Redevelopment
DEPARTMENT OF Revised June 2015
ECOLOGY Please see http./Nuww.ecy.we.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer_
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 15 of 18
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
— Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
`4 86�� Phone: (360)293-1901
FORM BP-6: SITE PLAN REQUIREMENTS
1. PROPERTY WHERE WORK IS OCCURRING
ADDRESS: 4310 Cherry Court
PARCEL
NUMBER(S) P135448
2. GENERAL INFORMATION
This form is intended to assist applicants in creating complete, code compliant site plans. Please check
the plans you wish to submit to make sure they contain each of the listed items. To the right of the
Requirements column is space for you to list the sheet number of the plan set where the listed
information is shown.
• Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale.
3. INFORMATION REQUIRED ON ALL SITE PLANS
COMPLETE? REQUIREMENTS PAGE#ON
YOUR PLANS
Cover sheet must contain all of the following: SITE PLAN
• Vicinity Map
• Name of the project
✓ • Name, address, and telephone number of owner and agent(s)
• Name, address, and telephone number of Applicant (if different from
the owner)
• Zoning designation of the site
• Area, in square feet and acreage, of the project site
• Reference to the Building Code used
• Proposed use
• Occupancy group
• Construction type
• Square footage and height of each individual building
• Percent lot coverage
• Percent impervious surfaces
✓ Scale and North Arrow SITE PLAN
Property features:
Location, identification, and dimensions of all property lines and SITE PLAN
easements. All easements shown on the title report, Record of
Survey, or plat must be dimensioned and shown.
Location and dimensions of existing critical areas (wetlands, streams,
steep slopes) and their associated buffers.
Location of Ordinary High Water Mark and shoreline jurisdiction limits
(if adjacent to a shoreline).
Existing and proposed contours and site elevations (i.e. finished SITE PLAN
✓ grades) at 5-foot minimum increments. The horizontal and vertical
control datum must be clearly shown.
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 16 of 18
; Iy PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location: 904 6th Street, Anacortes WA 98821
1cor.
$ Phone: (360)293-1901
Structures:
Location, identification, dimensions and size of all existing and
proposed buildings and other structures. SITE PLAN
Location of existing and proposed retaining walls, rockeries, and
Location, identification, and dimensions of all setbacks. SITE PLAN
Show proposed projections into required setbacks, including
dimensions (see AMC 19.44.140)
Utilities & Easements:
Location and dimensions of existing and proposed stormwater, SITE PLAN
sanitary sewer, potable water, and fiber lines/facilities. All wells and
septic systems located on or near the project site must also be
identified.
Location of all existing and proposed fire hydrants within 300 feet of
the boundary of the project site. SITE PLAN
Location and dimensions of existing and proposed freestanding
lighting fixtures, utility junction boxes, public utility transformers.
Stormwater
Proposed Temporary Erosion and Sediment Control Measures, if not
located on other plans. SITE PLAN
Proposed permanent stormwater management BMPs. PROVIDED
Access, Circulation & Parking
Location, identification, and dimensions of all existing and proposed SITE PLAN
on-site and adjacent streets and alleys, including the location and
dimensions of all existing and proposed curbs,gutters,sidewalks,
median islands, and street trees.
Show existing and proposed vehicular access to the site, including the
size and location of driveways and curb cuts. SITE PLAN
Show existing and proposed parking spaces, including surface material
and dimensions of spaces. SITE PLAN
Open Space (ADUs, Small Lots, and Duplexes)
Show calculations, location, dimensions and provided square footage
of required open space area per AMC 19.43.010.C, E, or AMC 19.47,
as applicable.
Landscaping
Show the location and design of landscape areas to be preserved and LANDSCAPE
planted, and a plant list to include the location, number,size and type PLAN
of plant material by botanical and common name.
Location of irrigation system if a permanent or temporary system is
proposed.
Show the location of existing trees to be retained in conformance LANDSCAPE
with AMC 16.50, and tree protection measures to be implemented, PLAN
when applicable.
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 17 of 18
Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
Office Location:904 6th Street, Anacortes WA 98821
\' iv Phone: (360)293-1901
coW
Provide a maintenance plan for any infiltration-based stormwater
best management practices (BMPs) built as part of the landscaping
design, including the specifications and maintenance procedures of
any soil amendments.
Show new trees to be planted and tree unit credit calculations, in LANDSCAPE
V
conformance with AMC 16.50 Tree preservation,when applicable PLAN
The following table, with project specific information filled in, must be placed
on the site plan:
Required Landscaping For Example LAN PLAN PE
Calculations
Site Area 7,500 sq.ft.
%of site area to be landscaped (per 20%-R2A zone
AMC Tables 19.42.020-.030) 1,500 sq.ft. required
1,850 sq.ft. provided
Compliance with AMC Ch. 16.50 Tree unit credits required:
Tree Preservation. • 8 tree units required
Tree unit credits retained:
• 2 trees 6"dbh=4 tree unit
credits retained
Tree unit credits provided:
• 2 new deciduous trees(min. 2"
caliper @ 6" above ground)
• 2 new evergreen trees(8' in
height)
Number of required street trees 1 per 30'of frontage
60 lineal feet of frontage=3 street
trees
Res.Building Permit Application Submittal Checklist
Updated October 10,2019
Page 18 of 18
2316 Antone Way
Tim K. Garrison, P.E. Anacortes,WA 98221
Phone:(360)708-1865
Professional Engineer TimG@TimKGarrison.com
Structural Lateral Analysis: New Home at 4310 Cherry Court, Lot 2,
Anacortes, WA
Client: LG Anacortes, LLC Job Number: T2 1023
Building Design: Jack Reinstra Date: March 4, 2021
G ARR
rams , t.0fiN 4.4 r Q
4gr;
28873
9/41V1
INDEX:
Design Drawings, Callouts and Specifications. S1 (24"x36")
Calculations. Cl —C5
Total No. of pages excluding cover sheet: 1, 24x36+ 5, 8.5x11
Notes, Disclaimers:
ConstructionCalc, Inc. (CCI)takes responsibility only for items specifically addressed within this report set.
This report is valid only for the specific project shown above and herein.Further,this report is valid only if
it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally
bound. Any sheets that are not bound to the original complete set are not valid and shall not be used
(excluding authorized, stamped addendums).
QFOw CODE co
rri
N, 4,4coR,Seoz
TO FIELD 11'454
ci
2316 Antone Way
Tim K. Garrison, P.E. Anacortes,WA 98221
Professional Engineer Phone:(360)708-1865
TimG@TimKGarrison.com
N
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Structural Strategy
Lateral: Porch roofs, use diaphragms to horizontal cantilever lateral loads back to building. Posts may be pin-pin-okay.
* Most shear walls with<150 plf applied lateral loads have low unit shear force thus no holdowns are required by inspection
(uplift is easily handled by anchor bolts and/or bottom plate attachment to framing below.)
* Where plate to plate height of shear panel>3.5:1, use shear transfer around opening(STAO) and height of opening for aspect
ratio calc. Use continuous king studs at sides of opening and no joints in sheathing within 2'of opening corners to achieve STAO.
21 21. 277 24
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Structural Design Loads - IBC 2018 & ASCE 7-16
Seismic Calculations - Per ASCE 7-16 Project New home Job No t21023
Date 3/4/21
Location 4310 Cherry Ct,Anacortes,(lot 2)
USGS 0.2 Second Response SS= 1.154 %of gravity
USGS 1.0 Second Response S1= 0.410 %of gravity
No.of stories above ground lev. Two Stories V
Site Class Stiff Soil Profile,D(Typ.) V
Risk Factor Comm'I,Industrial,Residential-Med Hazard,II V Equiv Lateral Force Method
Seis importance, IE= 1.00
Structural System Bearing wall-wood or light steel shear wall . .2 sec response,Ss= 1.154
Ss use for Cs= 1.154
Is structure regular and 5 stories or less? Yes • Use Ss=1.5 max for Cs calc 1 sec response,Si = 0.410
Site coef,Fa=• 1.038
Redundancy factor,p= 1 Site coef, F„= 1.590
Perioc,long-period(Map,ASCE7-10,p.224,fig 22-12),TL= 16 Response mod coef, R= 6.50
Height of top of building, h„= 28 ft 0-Str factor,00= 3.00
Defl Amplf,Cd= 4.00
EQUIVALENT FORCE METHOD,ASCE 7-16 I Ht Limit 65.0 ft
Required Seismic Design Category .D Spectral accel parameter,SMS= 1.198
Height Limit(feet) 65 Spectral accel parameter,SM1= 0.652
Max.Allowable Story Drift 0.015 hsx or L/67 Design spectral parameter,Sim= 0.799
0-Str factor,0„ .3.00 Design spectral parameter,Sp1 = 0.435
Seismic Base Shear,V 0.123 *W I Building period coef,CTS= 0.020
Horizontal Seismic Load Effect,Eh 0.123 *W Approx fundamental period,Ta= 0.243
Vertical Seismic Load Effect, Ev 0.160 *W Upper limit period coef,Cu= 1.400
Seismic Load Effect E=Eh+-Ev 0.283D&-0.037D Building period,use,T= 0.341
LRFD Comb 5 1.36D+Eh+.5L+.2S Csmax= 0.275
LRFD Comb 7 0.74D+Eh Commn= 0.010
ASD Comb 5 1.112D+.7Eh Seis response coef,Cs= 0.123
ASD Comb 6b 1.08D+.525Eh+.75L+.75S Min diaphragm force, Fpx min= 0.16D
ASD Comb 8 0.488D+.7Eh Max diaphragm force,Fpx max= 0.32D
Wind Loads Per ASCE 7-16 -Analytical Procedure
Wind Loads On Buildings-MWFRS, Directional Procedure-All Heights
Project New home Job No t21023
Date 3/4/21
Building`hind Exposure Exp B-Mean roof ht.<30',wooded or urban for>1,500 ft. V
Enclosure Classification Enclosed Building(Typical)
3-Sec Gust, Basic 110 mph V ASCE7-16 maps
Method ASD,Basic Combos.Stress increases'flowed for wood only.
Load Comb Factor 0.6
Roof Pitch 1,max. 6.00 /12 Slope 1 0= 26.6 deg
Roof Pitch 2,max. 6.00 /12 Slope 2 0= 26.6 deg
Gz,
Hill Shape Topographic Fc:tor Not Applicable V LIB 0.94
Building Width Perp.To Ridge B= 52 ft h/L 0.49
Building Length Parallel To Ridge L= 49 ft Gust Effect Factor G= 0.85
Mean Height Of Roof(ft) h;r,= 24.0 ft 3-Second Gust Power Law Exponent a= 7.0
Eave Height(ft) heave= 20.0 ft Normal Ht.Of Atmosp.Bndry Layer zg= 1,200 ft
Directionality Constant Kd= 0.85 Velocity Press.Exposure Coefficient Kh= 0.657
26.8 ASCE 7 Height of Hill or Escarpment(ft) H= IBC Load Factor for ASD Wind-1605.3.2 0)= 0.60
Narrowest Half-Width of Hill at Half-Height(ft) Lh= Topographic Factor Kzt= 1.000
Horiz.Distance From Crest To Bldg.Site(ft) x= Velocity Pressure @ mean roof ht. qh= 17.31 psf
Windward Wall Pressures Internal Pressure
Intermed. Windward
Elev K Value q, Wall Internal Pressure
0-15 feet 0.575 9.08 psf 6.17 psf +/-3.12 psf
15-20 feet 0.624 9.86 psf 6.70 psf
20-25 feet 0.665 10.51 psf 7.14 psf Longitudinal (Parallel To Ridge)
25-30 feet 0.701 11.07 psf 7.53 psf
30-40 feet 0.761 12.02 psf 8.17 psf Leeward Wall Side Walls
' 40-50 feet 0.811 12.81 psf 8.71 psf -4.41 psf -6.18 psf
50--;feet 0.854 13.49 psf • 9.17 psf (Outward) (Outward)
60-70 feet 0.892 14.10 psf 9.59 psf
Roof Pressures-
70-80 feet 0.927 14.65 psf 9.96 psf Based On Posn. Pressure
Down Ridge
0 to h/2 -7.94 psf
Transverse(Perp. To Ridge) h/2 to h -7.94 psf
h to 2h -7.94 psf
Leeward Wall _ Side Walls >2h -7.94 psf
-4.31 psf -6.18 psf
(Outward) (Outward)
Horiz prof
8.17 psf Slope 1 - 12.5 psf
6.00/12
P' -2.28 psf -5.30 psf
1.90 psf
7.53 psf 11.8 psf
i '4..,.
...\
.1. _ \, 4fr
7.14 psf
I +/-3.12 psf 11.4 psf
.....� +/-3.12 psf
I --IP'r
6.70 prsf "''-" 1 +/-3.12 psf -4.31 psf 11.0 psf
1 r12 psf
6.17 psf .._:q,,. . "'C 10.5 psf
0' .
f C/mil/41// , /4W// //,//4,//4-
52.00 ft
S
Roof 1 slope: 6:12 0.46 rads 26.57 deg Roof 2 slope: 6:12 0.46 rads 26.57 deg
Press,slope 1,roof,horiz proj: 3.4 psf Press,slope 2,roof, horiz proj: 3.4 psf
64,
ConstructionCalc, Inc
Lateral Load Calculator Job No.: t21010
Job Name: Lot 4 Cherry By: tkg
Architect/Designer: Reinstra Date: 2/11/2021 Building: house+gar
R basic 6.5 rho basic 1.0 _
SEISMIC LOAD CALCULATOR Seismic Factor: 0.123 (Basic.Ma
Roof Snow 25 psf FIr Storage LL
Gridline: Gridline: Gridline: Gridiine: Gridline: Gridline: Gridline: Gridline:
up n-s up e-w dn n-s dn e-w
Dim 1 53.00 . 675.00
N Dim 2 43.00 1.00
id Trib Area 254 3.0 0.0 754..7 0.0 0.0 0.0 0.0 0.0
T T r r i i r
o Dead weight,psf.; 15.0 15.0 15.0 15.J 15.0 15.0 15.0 15.0
D: Seismic factor.; 0.`:23 , 0.':_3 , .... , 0.123 , 0.123 , 0.122 , 0.123 , 0.123
Calc'd seis load 4701.1 0.0 1322.4 0.0 0.0 0.0 0.0 0.0
Dim 1 180.00 204.00 •
Dim 2 4.50 9.00
To Mul factor .03 1.00 '.LT 1.00 1.00 'I.CI) 1.00 L.CO
Trib Area 810.0 0.0 1836.0 0.0 0.0 0.0 0.0 0.0
w Dead weight,psf.; 10.0 I 10.0 ' 1 10.0 I 10.0 1 10.0 1 10.0 I 10.0 I 1 C.0 1 '
Seismic factor.; 0.123 , 0.123 I 0.123 I 0.123 L 0.123 j 0.123 , 0.123 I 0.123
Calc'd seis load 996.3 0.0 2253.3 0.0 0,0 0.0 0.0 0.0
Dim 1 49.00
Dim 2 40.00
Mul factor 1.03 1.03 1.r., _ 1.00 1.0 3 1.CO 1.00 l.C3
0o Trib Area 0.0 0.0 1960.0 0.0 0.0 0.0 0.0 0.0
• Dead weight,psf.: 13.0 ' 15.0 1 15.0 { 15.0 T 15.0 ' 15.0 , 15.0 [ 15.0
Seismic factor. 0.123 J 0.123 ; 0.123 0 123 0.123 I 0.123 0.123 , 0.123
J Calc'd seis load 0.0 0.0 3616.2 0.0 0.0 0.0 0.0 0.0
Other GLs 5697.4 5697.4 12964.2
Seismic Applied V 5697.4 5697.4 12934.2 1296.1.2 0.0 0.0 0.0 0.0
WIND LOAD CALCULATOR
Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline:
upn-s up e-w on^-s 'dn 0 0 0 0
Dim 1 412.00 12.00 13.00 _ 6.00
N Dim 2 1.00 6.00 7.00 4.00
6 Mul factor 1.00 .CC 1.00 1.00 1.C3 1..•0 1.03 1.00
o Trib Area 412.0 72.0 91.0 24.0 0.0 0.0 0.0 0.0
IX Wind psf load! 8.0 1 8.0 I 5.0 L 8.3 8.0 ] 8.0 I 3.0 L 8.0 J
Calc'd wind load 3296.0 576.0 728.0 192.0 0.0 0.0 0.0 0.0
Dim 1 98.00 36.00 49.00
Eo Dim 2 1.00 9.00 4.50
Mul factor 1.00 1 0.a0 1.00 ..00 1.CO , ..70 1.00
X Trib Area 98.0 162.0 220.5 0.0 0.0 0.0 0.0 0.0
w Wind psf load; 16.0 , 16.0 , 16.0 , 16.0 , 6.0 , 16.0 , 16.0 , 16.0 ,
Calc'd wind load 1568.0 2592.0 3528.0 0.0 0.0 0.0 0.0 0.0
Dim 1 4.50 41.00 61.00 41.00
in Dim 2 49.00 4.50 5.00 10.00
v Mul factor 1.03 1.CJ .C" ,.C3 1.:3 .;:3 ..CO
x Trib Area 220.5 184.5 365.0 410.0 0.0 0.0 0.0 0.0
w Wind psf load;; 16.0 1 16.0 , 15.0 I 16.0 , 16.0 , 16.0 , 16.0 . 16.0 j
Calc'd wind load 3528.0 2952.0 48g0.0 3560.0 0.0 0.0 0.0 0.0
Other GLs 8302.0 6120.0
Wind Applied V 8392.0 6120.0 17528.0 12872.0 0.0 0.0 0.0 0.0
Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline:
0 0 0
Controlling V 8,392 lb 6,120 lb 17,526 lb 12,934 lb 0 0 lb 0 lb
Controlling Force Type wind wind wind seisrri c - -
ConstructionCalc, Inc
Description: up n-s Distribution of Lateral Loads Seismic Adjustments per Grid
Total V,unfactored Building: hors,•.�..r R adjust Grid Rho adj Grid
Wind or Seis control?(wore) • I 1
Total V,factored 5.0^:i.3 Adjst'd multiplier - -
Grids 21-23 24
Percentage V 55% 45% C:", Leftover
V/grid 2,769'S 2,2'6 lb 0 I•D 0:b 0'3 0 lb 0 lb 0;b 0 lb 5,035 ib Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
17.0 If 4.0 If 11.0 If 5.0 If 4.0 If •;1.0 If 33 pl
19.0 If 3.0 If 6.0 If 23.0 ll' 81 plf i7`•r
Description: up e-w Seismic Adjustments per Grid
Total V,unfactored . . R adjust Grid Rho adj Grid
Wind or Seis control?(wore)
Total V,factored 3, 72.l3 Adjst'd multiplier - -
Grids 2a 2b
Percentage V 50% 50% ': Leftover
V/grid 1 ?3 :b 1,326 lb 0'5 0 lb 0 0 ih 0 lb 0,� 0 lb 3,672 lb Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
• 23.0 If 5.8 If 5.8 If 3'-.3 If 53 plf • 1F'A
3.0 If 3.0 If 4.0 If 4.0 If 3.0 If 3.5 If 3.5 If 3.0 If 27.0 If 68 plf 1 P'i
Description: dn n-s Seismic Adjustments per Grid
Total V,unfactored• .._ .. R adjust Grid Rho adj Grid
Wind or Seis control?(wore)
Total V,factored 10.517 lb Adjst'd multiplier - -
Grids 1-3 4,5
Percentage V 60% 40% 0% Leftover
V/grid 6,310 lb 4,207 lb 0 lb 0 lb 0 lb 0 ib 0 lb 0 lb 0 lb 10,517 lb Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
14.0 If 22.0 If 5.0 If 5.0 If 11.0 If 57.0 if 111 ply 1PW
3.5 If 8.0 If 2.8 If 16.0 If 30.3 if 139 plf 1Pl`J
Description: dn e-w Seismic Adjustments per Grid
Total V.unfactored R adjust Grid Rho adj Grid
Wind or Seis control?(wore) :o
Total V,factored 9,075 lb Adjst'd multiplier - -
Grids a b c _
Percentage V 34% 33% 33% 0% Leftover
V/grid 3.085 lb 2,993 lb 2,995 lb 0•`b 0 lb 0 lb 0 lb 0 lb 0 lb 9,075 lb Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
4.0 If 6.0 If 8.0 If 5.4 If 23.4 11 132 plf 2P1,1 _
24.0 If 12.0 If 23.0 If 83 plf 1 rL
3.0 If 3.0 If 3.0 If 2.5 If 4.0 If 4.0 If 19.5 If 154 plf 2;•:a`J
2018 Washington State Energy Code—Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family—New&Additions(effective February 1,2021) Version 1.0
These requirements apply to all IRC building types, including detached one- and two-family
dwellings and multiple single-family dwellings(townhouses).
Project Information , Contact Information
Plat of Cherry Court: Lot#2 Jack E. Reinstra
4310 Cherry Court;Anacortes WA 98231 360-420-9542;jackr@landedgentry.com
Instructions: This single-family project will use the requirements of the Prescriptive Path below and
incorporate the minimum 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 building permit drawings:Table R402.1-Insulation and
Fenestration Requirements by Component,TableR406.2- Fuel Normalization Credits and 406.3- Energy Credits.
Authorized Representative Jack E Reinstra- Digitally2 signed by Jack E Reinstra Date 04/01/2021
Date: 021.04.01 15:43:26-07'00'
All Climate Zones(Table R402.1.1)
R-Value a U-Factor a
Fenestration U-Factor b n/a 0.30
Skylight U-Factor b n/a 0.50
Glazed Fenestration SHGC bje n/a n/a
Ceiling a 49 0.026
Wood Frame Wall g,h 21 int 0.056
Floor 30 0.029
Below Grade Wall c,b 10/15/21 int+TB 0.042
Slab d•f 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 of 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+5TB" 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 wall. "10/15/21+5TB"shall 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 exterior 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 the full insulation depth
extends over the top plate of 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 protecting foam plastics.
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
g climate zone 5 of ICC 400.
Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard
h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10
insulation.
Prescriptive Path—Single Family 2018 Washington 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)
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
Heating Credits-select ONE
Options Fuel Normalization Descriptions heating option User Notes
P
1 Combustion heating minimum NAECAb 0.0 El
2 Heat pump` 1.0 El
3 Electric resistance heat only-furnace or zonal -1.0 El
4 DHP with zonal electric resistance per option 3.4 0.5 El
5 All other heating systems -1.0 ❑
Energy Credits-select ONE
Options Energy Credit Option Descriptions energy option from each
P category
1.1 Efficient Building Envelope 0.5 ❑
1.2 Efficient Building Envelope 1.0 ❑
1.3 Efficient Building Envelope 0.5 El
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 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 U 2.0 ❑
3.1' High Efficiency HVAC 1.0 ❑
3.2 High Efficiency HVAC 1.0 0
3.3' High Efficiency HVAC 1.5 ❑ I
3.4 High Efficiency HVAC 1.5 ❑
3.5 High Efficiency HVAC 1.5 ❑
3.6a High Efficiency HVAC 0 2.0 ❑ I
4.1 High Efficiency HVAC Distribution System 0.5 El I
4.2 High Efficiency HVAC Distribution System 1=1 1.0 ❑ I
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)
Summary of Table R406.2(cont.)
Energy Credits-select ONE
Energy Credit Option Descriptions(cont.) energy option from User Notes
Options each category d
5.1d Efficient Water Heating 0.5 ❑
5.2 Efficient Water Heating 0.5 ❑ I
5.3 Efficient Water Heating 1.0 ❑ L
5.4 Efficient Water Heating 1.5 ❑
5.5 Efficient Water Heating 2.0 ❑ I
5.6 Efficient Water Heating ❑ 2.5 0 I L
6.1e Renewable Electric Energy(3 credits max) 1.0 ❑ I
7.1 Appliance Package 0.5 ❑'
Total Credits 6.0 Calculate Total Clear Form
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 5.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.
Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3
Simple Heating System Size: Washington State
This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA
Manuals J and S.This tool will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads.
Please complete the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some
values will be calculated for you. If you do not see the selection you need in the drop-down options,please contact the WSU Energy Program at
energycode@energy.wsu.edu or(360)956-2042 for assistance.
Project Information Contact Information
Plat of Cherry Court;Lot#2 Jack E.Reinstra
4310 Cherry Court 360-420-9542
Anacortes,WA 98221 jackr@landedgentry.com
Heating System Type: CAll Other Systems *Heat Pump
To see detailed instructions for each section,place your cursor on the word"Instructions"
Design Temperature
Instructions j Design Temperature Difference(AT) 46
Anacortes V
AT=Indoor(70 degrees)-Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area(sq ft) 1,903
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height(ft) 9.0 17,127
Glazing and Doors U-Factor X Area = UA
Instructions
Lii
v 1 l 0.280 435 121.80
Skylights U-Factor X Area = UA
Instructions 0.50 ---
Insulation
Attic U-Factor X Area = UA
Instructions R-49 0.026 1,440 37.44
Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA
Instructions Laiim
R-38 Vented ] I 0.027 463 12.50
Above Grade Walls(see Figure 1) U-Factor X Area UA
`R-21Intermediate 0.056 2,787 156.07
Floors U-Factor X Area UA
10 R-38 v0.025 1,903 47.58
Below Grade Walls(see Figure 1) U-Factor X Area UA
iii Select R-value � No selection ---
� J
Slab Below Grade(see Figure 1) F-Factor X Length UA
Select conditioning v J No selection ---
Slab on Grade(see Figure 1) F-Factor X Length UA
Instructions 1 — No selection ---
Select R-Value
V. A.
Location of Ducts
Instructions Duct Leakage Coefficient
Unconditioned Space
_ , 1.10
Sum of UA 375.39
Envelope Heat Load 17,268 Btu/Hour
Figure 1. Sum of UA x AT
Air Leakage Heat Load 8,509 Btu/Hour
Volume x 0.6 x AT x 0.018
Above Grade Building Design Heat Load 25,777 Btu/Hour
---" —,.,� Air leakage+envelope heat loss
Building and Duct Heat Load 28,354 Btu/Hour
Ducts in unconditioned space:sum of building heat loss x 1.10
Ducts in conditioned space:sum of building heat loss x 1
Maximum Heat Equipment Output 35,443 Btu/Hour
Building and duct heat loss x 1.40 for forced air furnace
Building and duct heat loss x 1.25 for heat pump
(07/01/13)
Window, Skylight and Door Schedule
Project Information Contact Information
Plat of Cherry Court: Lot#2 Jack E. Reinstra
4310 Cherry Court 360-420-9542
Anacortes, WA 68221 jackr@landed Gentry.com
Width Height
Ref. U-factor Qt. Feet Inch Feet Inch Area UA
Exempt Swinging Door (24 sq. ft. max.) WSEC 0.28 1 3 ° 6 10 20.5 5.74
Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00
Vertical Fenestration (Windows and doors)
Component Width Height
Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA
Mud Room WSEC 0.28 1 2 ° 2 ° 4.0 1.12
Entry Door WSEC 0.28 1 3 ° 6 10 20.5 5.74
Entry Window WSEC 0.28 1 1 6 5 ° 7.5 2.10
Study WSEC 0.28 2 3 ° 5 ° 30.0 8.40
Main Floor Bath WSEC 0.28 1 4 ° 1 ° 4.0 1.12
Kitchen WSEC 0.28 _ 1 5 ° 4 6 22.5 6.30
Dining SGD MFR 0.28 1 9 ° 6 10 61.5 17.22
Dining Transom WSEC 0.28 1 9 ° 1 ° 9.0 2.52
Living WSEC 0.28 2 3 ° 5 ° 30.0 8.40
Living WSEC 0.28 _ 1 15 ° 5 ° 25.0 7.00
Living WSEC 0.28 2 2 ° 2 ° 8.0 2.24
Guest Suite Bath WSEC 0.28 1 2 ° 3 ° 6.0 1.68
Guest Suite/Bedroom #4 WSEC 1.28 2 3 ° 5 ° 30.0 38.40
Laundry WSEC 0.28 1 2 ° 3 ° 6.0 1.68
Upper Floor Hall WSEC 0.28 1 6 ° 4 ° 24.0 6.72
Loft WSEC 0.28 2 3 ° 5 ° 30.0 8.40
Upper Floor Hall Bath WSEC 0.28 1 4 ° 1 ° 4.0 1.12
Bedroom #2 WSEC 0.28 1 5 ° 5 ° 25.0 7.00
Master Bath WSEC 0.28 1 4 ° 1 ° 4.0 1.12
Master Bedroom WSEC 0.28 3 3 ° 2 ° 18.0 5.04
Master Bedroom WSEC 0.28 2 3 ° 5 ° 30.0 8.40
Bedroom #3 WSEC 0.28 1 3 ° 5 ° 15.0 4.20
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
Sum of Vertical Fenestration Area and UA 414.0 145.92
Vertical Fenestration Area Weighted U= UA/Area 0.35
Overhead Glazing (Skylights)
Component Width Height
Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
Sum of Overhead Glazing Area and UA 0.0 0.00
Overhead Glazing Area Weighted U= UA/Area 0.00
Total Sum of Fenestration Area and UA (for heating system sizing calculations) 434.5 151.66