HomeMy WebLinkAboutPermit File BLD-2023-0014 3917 Rock Ridge Parkway t C} City of Anacortes Invoice/Permit M BLD-2023-0014
904 6th Street
Applied date: 01/05/2023
P.O.Box 547 Issue date: 01/24/2023
_� t►�: Anacortes, WA 98221-0547
Expire date: 07/22/2024
11 (360) 293-1901
Job Address: 3917 ROCK RIDGE PKWY Permit Type: Single Family Interior Only Alteration Permit
ANACORTES WA98221-4515 Project:
APN:
Remarks: Build a freestanding roof cover and privacy wall over existing waterproof roof deck.
Owner: JUSTIN &KENNETH IRISH -STURTZ Contractor: KEYSTONE BUILDING SERVICES LLC
Address: 3917 ROCK RIDGE PKWY Address: 909 26TH ST
ANACORTES WA98221-4515 ANACORTES WA98221-2822
Phone: (206)799-3150 Phone: (360)588-4189
License M
General Information: Fees:
Deck Square Footage 245 Building Permit Fee 139.25
Building Valuation 6125 Plan Review Fee 90.51
State Building Code Fee Resi 6.50
Total Calculated: 236.26
Deposits/Receipts: 0.00
Total Due: 236.26
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
PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
Mailing Address: P.O. Box 547, Anacortes, WA 98221
c�oR Office Location: 904 61h Street, Anacortes WA 98821
Phone: (360) 293-1901
RESIDENTIAL BUILDING PERMIT APPLICATION
THIS APPLICATION PACKET IS USED FOR THE FOLLOWING PROJECT TYPES:
Single-Family Residences (SFR), Duplexes, Additions & Remodels, Accessory Structures (i.e. garages,
carports), Accessory Dwelling Units, Manufactured Homes, Residential Decks & Retaining Walls, and
Docks& Pilings.
FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION
PROPERTY INFORMATION
PROJECT ADDRESS(STREET,SUITE#) ASSESSOR PARCEL NUMBER
3917 Rock Ridge Parkway P127675
SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 15,104
Rock Ridge So Phase 3 R2 SQ. FT.
TYPE OF PROJECT
NEW ADDITION REPAIR REMODEL CHANGE OF USE
SFR Lj Duplex ❑Deck/Porch
Accessory Dwelling Unit: ❑Detached ❑Attached ❑Retaining Wall
❑ Manufactured Home ❑Accessory Structure
❑ Shoreline Structure(dock, pilings,floats etc.) * ❑X Other: Roof cover over exist. deck
*If application is for a shoreline structure, please complete the Shoreline Structure Checklist.
IS THIS WORK ASSOCIATED WITH ANOTHER PROJECT? I YES ✓ NO
f YES, provide the permit/application number:
PROJECT SUMMARY: PROJECT VALUATION
Freestanding roof cover and privacy wall over existing (Cost of Materials & Labor)
waterproof roof deck $6, 125.00
PROPERTY OWNER INFORMATION
NAME PHONE
Justin Irish & Kenneth Sturtz (206) 799-3150
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
3917 Rock Ridge Parkway justin_ray_irish@yahoo.com
CONTRACTOR INFORMATION
KeysPHONE
Keystone Building Services, LLC 360-588-4189
CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION
*All Contractors&Subcontractors must have a valid City KEYSTBS876NO 08/20/2023
of Anacortes business license prior to doing work in the UBI# EXPIRATION
City. 603323312 08/31/2023
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
909 26th St, Anacortes, WA 98221 keystonebuildingsvc@gmail.com
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Res.Building Permit Application Submittal Checklist
Updated April 20,2021
CONTACT PERSON -Select one person the city will contact for anything related to this project:
❑APPLICANT ❑PROPERTY OWNER ❑■ CONTRACTOR ❑OTHER(LIST BELOW)
NAME PHONE
Kris Yaun 360-610-5865
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
909 26th St, Anacortes, WA 98221 keystonebuildingsvc@gmail.com
LENDER INFORMATION
RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lender
involved with your project, write "no lenders"on the Name Line below.
NAME PHONE
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
ACKNOWLEDGEMENTS & SIGNATURE
Read and initial each of the following statements prior to signing this application:
KYI 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.
KYI understand that if 1 submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
KYI 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.
KYI understand and acknowledge that Special Inspections could be required as part of my project, and
if needed 1 will be required to pay for the cost of these inspections.
KY 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.
KY 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 1 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.
January 05, 2023
SIGNATURE DATE
Kristopher Yaun
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 2 of 17
SUBMITTAL CHECKLIST
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Residential Building Permit � �- v o
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Submittal Requirement Checklist Q ,' °' o '�
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Residential Building Permit Application Form X X X X X
(FORM BP-1—attached)
Structure &Site Information Form X X X X X
(FORM BP-2—attached)
❑ Mechanical & Plumbing Fixtures Form X X X
(FORM BP-3—attached)
Architectural Plans X X X X X
(requirements listed on FORM BP-4-attached)
❑ Stormwater Management Minimum Requirements X X X X
Determination (FORM BP-s,attached)
Stormwater Site Plan X X X X
❑ Site Plan & Landscape Plans- requirements listed on Form X X X X X
BP-6
✓� Structural Plans&Calculations X X X X X
❑ Energy Code Plans& Forms X X
Manufacturer's Specifications/Cut Sheets X
ITCopy of recorded survey X X X X
❑ Critical Area Identification Form X X X X X
❑ Shoreline Structure Checklist, if applicable X X
❑ Technical Reports X X X X
❑ Other Required Permits, if applicable X X X X X
❑ I ADU Affidavit of Owner Occupancy(signed) X
SUBMITTAL INFORMATION
Please send applications in PDF format to buildingpermit@citvofanacortes.org
➢ Send applications in PDF format with a file and message size no greater than 30 MB.An email
with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Paper copies
may be requested after initial review.
FEES
Once application is received, staff will reach out if a deposit is required. Otherwise, permit fees are paid
prior to building permit issuance.
Res.Building Permit Application Submittal Checklist
Updated December 2021
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REQUIRED SUBMITTAL INFORMATION
Additional details on certain submittal items are provided below to ensure Applicants are fully aware
what City staff will be looking for when an application is submitted to the City.
FORMS AND PLANS
• FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information
about your project, including type of permit you are applying for, and property owner, contractor,
and contact information.
• FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about
the proposed structure, including height, floor areas, fire protection proposed, and asks questions
about site characteristics that are used to determine whether your project requires any other
information or additional permit applications to be submitted.
• FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for
you to fill in fixture information for plumbing and mechanical appliances and equipment that are
included as part of your project.
• FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items
required to be shown on Architectural Plans.
• FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. 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.). Form BP-5 assists you in determining the level of stormwater review(applicable
Minimum Requirements) required for your project.
• STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all
of the technical information and analysis necessary for regulatory agencies to evaluate your
project for compliance with stormwater requirements. The level of stormwater review and
contents of the Stormwater Site Plan will vary with the type and size of the project, and individual
site characteristics. Use Form BP-5 to determine the level of stormwater review and then
complete the applicable Stormwater Minimum Requirements Form on the Public Works-
Engineering Department Forms website and provide required submittal items/plans.
• FORM BP-6: SITE PLANS& LANDSCAPE PLANS. Form BP-6 contains a list of all the items
required to be shown on Site and Landscape Plans.
• STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed
professional structural engineer drawn at a scale approved by the Building Official clearly indicating
the information required by the "Permits" section of the currently adopted International Building
Code and Chapter 19.27 RCW (State Building Code Act, Statewide amendments), and City submittal
forms including: structural members labeled as to size and spacing as well as bracing, blocking,
bridging, special connectors, and anchor bolts; cross-section details, as needed,to show typical
foundation,floor, wall, ceiling and roof construction; insulation of walls, floors and roof/ceiling; and
details of stairs,fireplaces and special construction, if any.
• STRUCTURAL CALCULATIONS: An analysis of loads, materials, etc., prepared and stamped by a
State of Washington licensed professional structural engineer.
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Updated December 2021
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• ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the
information required under Chapter 51-11 WAC detailing building components used to comply with
the State Residential or Nonresidential Energy Code, as applicable.
• MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the
performance and other technical characteristics of a product, machine, component, material, or
subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product
will be incompliance with applicable codes.
• COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with
minimum setback requirements and other development standards can been confirmed and verified
on site by the inspectors. Property markers must be visible on your property. If they are not at the
time an inspection is requested,you may need to have a new survey completed.
• CRITICAL AREA IDENTIFICATION FORM. Use this from to determine and/or identify if critical
areas or critical area buffers are located on or within 300 ft. of the development area. If critical
areas are determined to be present, a Critical Area Permit may be required.
• SHORELINE STRUCTURE CHECKLIST.This checklist is required to supplement the building permit
application if the proposed structure or development is waterward or within 200 ft.from the
shoreline.This checklist will also assist in determining what other approvals or permits may be
required for the proposed work.
OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS
TECHNICAL REPORTS
Following is a list of technical reports that will be required to be submitted to the City when certain
circumstances exist on or near a site an Applicant is planning on making improvements to. The general
triggers for each of the listed technical reports I provided below:
A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands
and/or streams are located on or near a site. Critical area mitigation plans may also be required,
depending on the project proposal. See Anacortes Municipal Code Ch. 19.70 for additional
information.
B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is
proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See
Anacortes Municipal Code Ch. 19.70 for additional information.
OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS
OTHER FORMS
Following is a list of other permits that could be required in certain circumstances. The general triggers
for each of the listed permits is provided below.
A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of
more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or
groundwater.
B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the public right-of-way is
disturbed or obstructed in any way by private development or the general public.
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM 1313-2: STRUCTURE AND SITE INFORMATION
PROPERTY WHERE WORK IS OCCURRING
ADDRESS 3917 Rock Ridge Parkway
PARCEL NUMBER(S) P127675
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 35' to average grade
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
1ST FLOOR:
2ND FLOOR:
3RD FLOOR:
BASEMENT:
GARAGE:
TOTAL DECK:
TOTAL PORCH:
OTHER: 245 s.f. wood frame
OTHER:
OTHER:
QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? ❑YES ENO
Is a monitored fire alarm being installed? YES ❑NO
Are retaining wall(s) being built? ❑YES ❑NO
Are structural plans required? I ❑YES ❑NO
PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? ❑YES ONO
If YES, you will be required to submit a right-of-way permit application.
If you have already submitted a ROW permit, list the permit number here:
B. Is the lot less than 5,000 sq. ft. in area? ❑YES ONO
If YES, your site and building will need to comply with the standards in AMC
19.43.010.C.
Res.Building Permit Application Submittal Checklist
Updated December 2021
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C. Is your project involving an accessory dwelling unit? ❑YES 0 NO
If YES, your site and building will need to comply with the standards in AMC
19.47.030.
D. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑YES ONO
(about 1 log truck load) of timber be harvested?
If YES, you may need to obtain a forest practice permit from DNR.
E. Is this project subject to the SEPA process? OYES C NO
If YES, you will be required to submit a SEPA checklist.
If you have already completed the SEPA process, list the permit number:
REQUIRED SIGNATURE
1 hereby declare that 1 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. 1 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.
January 05, 2023
SIGNATURE DATE
Kristopher Yaun
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 7 of 17
FORM BP-3: PLUMBING & MECHANICAL INFORMATION
MECHANICAL
APPLIANCE/EQUIPMENT INFORMATION (NEW AND RELOCATED)
EQUIPMENT TYPE Indicate the number of fixtures for each equipment type TOTAL
GAS ELECTRIC OTHER-Please specify COMMENT
Furnace
Wall Heater
Water Heater
Heat Pump
Air Conditioner/Handler
Radiant/Hydronic Heating
Exhaust Fans
Range Hood
Fireplace
Clothes Dryer& Duct
Stove/Range/Oven
Refrigeration Unit
Gas Piping/Outlet(s)
Boiler BTUs:
Other
L TOTAL MECHANICAL OUTLETS 0
PLUMBING FIXTURES
FIXTURE TYPE(NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL
Toilets Refrigerator water supply
Kitchen Sink Pressure Reduction Valve/ Regulator
Utility Sink Water Service Line
Tub Water Piping
Hand Sink Washing Machine
Shower Electric Water Heater:Tank-less? Yes❑ No❑
Dishwasher Backflow Prevention Device
Urinal Hose Bib
Floor Drain/Floor Sink Drinking Fountain
Hydronic Heat in:❑Floor ❑Wall Grease Interceptor
Other-please specify:
TOTAL PLUMBING FIXTURES 0
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS
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.
REQUIREMENTS FOR ALL ARCHITECTURAL PLANS
COMPLETE? REQUIREMENTS PAGE#
Cover lor 1ST page) must include:
JXJ Site address
X Parcel number
X X Lot number(if applicable) Al
X Lot size
X Lot coverage
0 % impervious surface coverage
X Floor plans with existing (if applicable) and proposed building layout with Al, A2
square footages and with the use of each room/area labeled.
Window and door sizes labeled and window ventilation area. Commercial,
N/A Multi-Family, and Mixed-Use Structures must also include door and window
schedules.
N/A Plumbing, duct, and electrical layout. Penetration protection must be shown.
x Opening headers, size, and material. S1
X Cross section details, showing typical foundation,floor, wall, ceiling and roof A6
construction and insulation.
X Structural members labeled as to size and spacing as well as bracing, blocking, S1
bridging, special connectors, and anchor bolts.
N/A Details documenting energy code compliance.
Exterior building elevations demonstrating compliance with applicable
N/A structure type design standards (small lot, duplex, or ADU) and maximum A3
building height
Res.Building Permit Application Submittal Checklist
Updated December 2021
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Building height (see AMC 19.42.120 for measurement methods, exceptions and
modifications).
• Show a line representing, and label the elevations of, the existing
natural topography at the foundation at the front of the building.
N/A • For corner lots and lots that slope downhill from the property line at
the front of the building: Show a labeled line representing the
elevations at the center of all exterior walls of the building.
• For ADUs only, include elevations demonstrating compliance with the
height/setback plane (see AMC 19.47.030(C)(6)).
N/A Special details as needed (i.e., stairs,fireplaces, special construction).
N/A Insulation and insulation values of walls, slab, floors, and roof/ceiling.
N/A Existing and proposed grades with slope of lot shown.
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FORM BP-5: STORMWATER MANAGEMENT MINIMUM
REQUIREMENTS DETERMINATION
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).
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.
LAND DISTURBANCE
DESCRIPTION TOTAL(SQ. FT.)
Total Area of Land Disturbing Activity Q
Total Area Converted from Vegetation to O
Lawn or Landscaped Area
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Updated December 2021
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HARD SURFACE AREA CALCULATION
Existing Removed Proposed Proposed
DESCRIPTION (SF) (SF) Replaced New
(SF) (SF)
Non Pollution Generating Hard Surface Area 3522 0 0 0
(Sidewalks, paths, patios,etc.)
Pollution Generating Hard Surface Area 700 0 0 0
(Driveways, parking areas, etc.)
1.
TOTAL HARD SURFACE 4222 0 0 0
Site Size 15,104 s.f.
Existing Impervious Surface Coverage% 28.0
(sq.ft. hard surface/site size)
MINIMUM REQUIREMENTS CALCULATIONS
Use the information in the above table to navigate the flow chart(s) on the next few pages to 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.
❑ Minimum Requirements#1-9 ❑ Minimum Requirements#1-5 ❑ Minimum Requirement#2
Res.Building Permit Application Submittal Checklist
Updated December 2021
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FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT
Start Here
Does the site have 35% Yes See Redevelopment Minimum
or more of existing 0, Requirements and Flow Chart
impervious coverage? (Figure 1-2.4.2).
No
Does the project convert 3/4
acres or more of vegetation to
Does the project result in lawn or landscaped areas,or
5,000 square feet,or NO convert 2.5 acres or more of
greater,of new plus native vegetation to pasture?
replaced hard surface
area?
No
ZYesYesDoes the project result in 2,000
IF square feet,or greater,of new plus
All Minimum Requirements replaced hard surface area?
apply to the new and replaced
hard surfaces and converted Yes NO
vegetation areas.
Does the project have land
Minimum Requirements#1 disturbing activities of 7,000
through#5 apply to the new Yes
square feet or greater?
and replaced hard surfaces
and the land disturbed. NO
IF
Minimum Requirement#2
applies.
Figure 1-2.4.1
Flow Chart for Determining Requirements for
New Development
DEPARTMENT OF Revised June2015
ECOLOGY Please see http//www.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 13 of 17
FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT
Does the project result in 2,000 square feet,or more,of new plus replaced hard surface area?
OR
Does the land disturbing activity total 7,000 square feet or greater?
Yes lNo
Minimum Requirements#1 through#5
apply to the new and replaced hard Minimum Requirement#2 applies.
surfaces and the land disturbed.
Next Question
Does the project add 5,000 square feet or more of new hard surfaces?
OR
Convert Y4 acres or more of vegetation to lawn or landscaped areas?
OR
Convert 2.5 acres or more of native vegetation to pasture?
Yes No
All Minimum Requirements apply Next Question Is this a road
to the new hard surfaces and the related project? NO
converted vegetation areas.
Yes
Does the project add 5,000 square feet or more of new hard surfaces?
Yes
NO Is the total of new plus replaced hard surfaces
Do the new hard 5,000 square feet or more,
surfaces add 50%or NO No additional NO AND
more to the existing requirements. does the value of the proposed improvements
hard surfaces within -including interior improvements-exceed
the project limits? 50%of the assessed value(or replacement
value)of the existing site improvements?
YesE All Minimum Requirements apply to the new and replaced 4-1
hard surfaces and converted vegetation areas. Yes
Figure 1-2.4.2
Flow Chart for Determining Requirements for
Redevelopment
DEPARTMENT OF Revised June2015
ECOLOGYPlease see http b(roww.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 14 of 17
FORM BP-6: SITE PLAN REQUIREMENTS
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.
INFORMATION REQUIRED ON ALL SITE PLANS
COMPLETE? REQUIREMENTS PAGE#
ON PLANS
COVER SHEET:
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
Property features
Location, identification, and dimensions of all property lines and 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 (i
adjacent to a shoreline).
Existing and proposed contours and site elevations (i.e. finished grades) at 5-
foot minimum increments. The horizontal and vertical control datum must be
clearly shown.
Structures
Location, identification, dimensions and size of all existing and proposed
buildings and other structures.
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 15 of 17
Location of existing and proposed retaining walls, rockeries, and fences.
Location, identification, and dimensions of all setbacks.
Show proposed projections into required setbacks, including dimensions(see
AMC 19.44.140)
Utilities & Easements
Location and dimensions of existing and proposed stormwater, 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.
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.
Proposed permanent stormwater management BMPs.
Access, Circulation & Parking
Location, identification, and dimensions of all existing and proposed 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.
Show existing and proposed parking spaces, including surface material and
dimensions of spaces.
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
planted, and a plant list to include the location, number, size and type 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 with AMC
16.50, and tree protection measures to be implemented, when applicable.
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
conformance with AMC 16.50 Tree preservation,when applicable
Res.Building Permit Application Submittal Checklist
Updated December 2021
Page 16 of 17
A table similar to the following with project specific information provided,
must be placed on the site plan:
Required Landscaping For Example
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 December 2021
Page 17 of 17
2316 Antone Way
Tim K. Garrison, P.E. Anacortes,WA 98221
Professional Engineer Phone:(360)708-1865TirnG@TirnKGarrison.com
Structural Analysis: New Deck Cover at 3917 Rock Ridge Parkway,
Anacortes, WA
Client: Justin Irish Job Number: T22038
Building Design: Jim Dunlap Date:June 8, 2022
�r
%1.
QFORCODECO
INDEX:
Design Drawings, Callouts and Specifications. S 1 (24"x36")
Calculations. C 1 —C7 � C 0
Total No. of pages excluding cover sheet: 1,24x36+7, 8.5x11 ��FIELDse�
Notes,Disclaimers:
Tim K. Garrison,P.E., dba 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).
j 34
2316 Antone Way
C l
Tim K. Garrison, P.E. Anacortes,WA 98221
Professional Engineer Phone:(360) 708-1865
T
TimG@TimKGarrison.com
Structural Strategy
Lateral:
Upper Level: New lateral load is taken by 4 corner posts. On east side knee braces provide lateral
resistance. On other three sides corner posts transfer shear to partial height shear walls. Post
moment is worst case at knee braces,calcs herein.
Lower Level:The amount of new lateral load to lower level shear walls is low,763 lb,max at any
gridline.There are ample existing shear walls below in both orthogonal directions to take this
additional load,okay by inspection.
Gravity:
Upper level: New gravity system is calculated herein. Note there is only new roof and wall gravity
load;no new floor load.
Lower Level: New gravity load is transfered from four new upper corner posts to existing walls
below all of which have wall intersections(i.e.well-braced post condition)and footings directly
below said posts. The amount of new gravity load is relatively low,—2700 lb per post.Okay by
inspection.
l 2
S
I (MATCH EMST G)
1 I I I I I IT I I I
1 RiP E
g�E2'O.C.
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2 x 4 MTLOOKER9 04'-B' I �-
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Structural Design Loads -IBC 2018 & ASCE 7-16
Seismic Calculations - Per ASCE 7-16 Project New deck cover Job No t22o38
Date 6/8/2022
Location 3917 Rock Ridge Parkway,Anacortes,WA
USGS 0.2 Second Response Ss= 1.300 %of gravity
USGS 1.0 Second Response St= 0.380 %of gravity
No.of stories above ground lev. I[TwoStories
Site Class [Rock B
Risk Factor I Comm'I,Industrial,Residential-Med Hazard,II Eq uiy Lateral Force Method
_ Seis importance,IE= 1.00
Structural System I Bearing wall-wood or light steel shear wall . .2 sec response,Ss= 1.300
Ss use for Cs= 1.300
Is structure regular and 5 stories or less? Yes v Use Ss=1.5 max for Cs talc 1 sec response,St= 0.380
Site coef,Fe= 1.000
Redundancy factor,p=E1 Site coef,F = 1.000
Period,long-period(Map,ASCE7-10,p.224,fig 22-12),TL 16 Response mod coef,R= 6.50
Height of top of building,h„=I 24 ft 1 O-Str factor,00= 3.00
Defl Amplf,Cd= 4.00
EQUIVALENT FORCE METHOD,ASCE 7-16 Ht Limit 65.0 ft
Required Seismic Design Category Dt 17 Spectral accel parameter,SMs= 1.300
Height Limit(feet) 65 = I gw Spectral accel parameter,SMt= 0.380
Max.Allowable Story Drift 0.015 hsx or L/67 Design spectral parameter,SoS= 0.867
O-Str factor,0 �7
0 3.00 Design spectral parameter,Spt = 0.253
Seismic Base Shear,V 0.133 *W AL, i3I°t I Building period coef,CT,= 0.020
Horizontal Seismic Load Effect,Eh 0.133 *W G Approx fundamental period,Ta= 0.217
Vertical Seismic Load Effect,Ev 0.173*W 4 Upper limit period coef,Cu= 1.447
Seismic Load Effect E=Eh+-Ev 0.306D&-0.04D Building period,use,T= 0.314
LRFD Comb 5 1.373D+Eh+.5L+.2S Cr,,,.= 0.180
LRFD Comb 7 0.727D+Eh C$1„,n= 0.010
ASD Comb 5 1.121 D+.7Eh Seis response coef,Cs= 0.133
ASD Comb 6b 1.087D+.525Eh+.75L+.75S Min diaphragm force,Fpx min= 0.173D
ASD Comb 8 0.479D+.7Eh Max diaphragm force,Fpx max= 0.347D
Wind Loads Per ASCE 7-16-Analytical Procedure
Wind Loads On Buildings-MWFRS, Directional Procedure-All Heights
Project New deck cover Job No t22038
Date 6/8/2022
Building Wind Exposure Exp C-Where exp.B and D don't apply.
Enclosure Classification Open Building
3-Sec Gust,Basic 110 mph ASCE7-16 maps
Method (ASD,Basic Combos.Stress increases allowed for wood only.
Load Comb Factor 0.6
Roof Pitch 1,max. 2.00 /12 Slope 1 6 = 9.5 deg
Roof Pitch 2,max. 2.00 1112 Slope 2 0 = 9.5 deg
�3
Hill Shape I Topographic Factor Not Applicable UB 1.29
Building Width Perp.To Ridge B= 14 ft h/L 1.17
Building Length Parallel To Ridge L= 18 ft Gust Effect Factor G= 0.85
Mean Height Of Roof(ft) hi„= 21.0 ft 3-Second Gust Power Law Exponent a,= 9.5
Eave Height(ft) heave= 20.0 ft Normal Ht.Of Atmosp.Bndry Layer zg= 900 ft
Directionality Constant Kd= 0.85 Velocity Press.Exposure Coefficient Kh= 0.911
26.8 ASCE 7 Height of Hill or Escarpment(ft) H= IBC Load Factor for ASD Wind-1605.3.2 C0= 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 Q mean roof ht. qh= 23.99 psf
Windward Wall Pressures Internal Pressure
Intermed. Windward
Elev 3 Value a, Wall Internal Pressure
0-15 feet 0.849 13.41 psf 9.12 psf +/-0.00 psf
15-20 feet 0.902 14.25 psf 9.69 psf
20-25 feet 0.945 14.93 psf 10.15 psf Longitudinal (Parallel To Ridge)
25-30 feet 0.982 15.52 psf 10.55 psf
30-40 feet 1.044 16.49 psf '11.21 psf Leeward Wall �-8.56
ide Walls
40-50 feet 1.094 17.28 psf 11.75 psf -5.42 psf psf
50-60 feet 1.137 17.96 psf 12.21 psf (Outward) (Outward)
60-70 feet 1.174 18.55 psf 12.61 psf
Roof Pressures-
70-80 feet 1.208 19.08 psf 12.97 psf Based On Posn. Pressure
Down Ridge
0 to h/2 -15.91 psf
Transverse(Perp. To Ridge) h/2 to h -15.91 psf
h to 2h -15.91 psf
Leeward all Side Walls >2h -15.91 psf
-6.12 psf 1 8.56 psf
(Outward) (Outward)
Horiz woo
11.21 psf Slope 1 - 17.3 psf
2.00112
6 -6.12 psf -8.96 psf
-6.12 psf
10.55 psf 16.7 psf
Z '
10.15 psf +/-0.00 psf 16.3 psf
4 +/-0.00 sf
9.69 f +1-0.00 psf ' -6.12 psf 15.8 psf
! +l-0.00 psf
{
9.12 psf 15.2 psf
Roof 1 slope: 2:12 0.17 rads 9.46 deg Roof 2 slope: 2:12 0.17 rads 9.46 deg
Press,slope 1,roof,horiz proj: 2.5 psf Press,slope 2,roof,horiz proj: 2.5 psf
C�-
ConstructionCalc, Inc
Lateral Load Calculator Job No.:
Job Name: By:
Architect/Designer: Date: Building: deck cover
R basic 6.5 rho basic 1.0
.SEISMIC LOAD CALCULATOR Seismic Factor: 0.133 (Basic.Ma
Roof Snow 25 sf Flr Storage ILL O Eh=.578 for grid 1
Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline:
grid 1 grid 2 grid A grid B
a Dim 1 11.00 22.00
Dim 2 18.00 9.00
o Trib Area 200.7 0.0 200.7 0.0 0.0 0.0 0.0 0.0
or------------T-------------t----�O-O---r----1 D 0 -r------------�-------------T------------r------------7
Dead weight,psf.` -10:0- ! 10.0 ! --10.0-- 10.0 ! 10.0 1 10.0
--'-------------'-------------------------y ------------'-------------------------
coSeismic factor.; 0.578 0.133 0.133 0.133 D.133 11 0.133 ; 0.133 1 0.133-
Calc'd seis load 1160.2 0.0 267.0 0.0 0.0 0.0 0.0 0.0
Dim 1 18.00 32.00 25.00
Dim 2 4.00 4.00 4.00
Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Trib Area 72.0 _ 128.0 100.0 0.0 0.0 0.0 0.0 0.0
------------;----------------------- ---•---------------------------------------�
w Dead weight,psf.; 10.0 10.0 10.0 10.0 10.0 ; 10.0 1 10.0 10.0
Seismic factor.! 0.578 1 0.133 1 0.133 1 0.133 1 0.133 ! 0.133 1 0.133 ! 0.133 !
L ----------L-_----------1-------------L-------------L------------J-------------1-------------L-------------I
Calc'd seis load 416.2 170.2 133.0 0.0 0.0 0.0 0.0 0.0
Dim 1
Dim 2
Mul factor 1.00 1 1.00 1.00 1.00 1.00 1 1.00 1.00 1.00
o Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
LL -------------r--------...........
---r------------r------------�r--'---------------------r----1--------r------------7
Dead weight,psf. 1 EO ! 15.0 ! 15.0 ! 15.0 ! 15.0 ! 15.0 ! 15.0 ! 15.0
--'-------------'-------------�----------->•------------i------------ ------------h------------'
Seismic factor.; 0.133 1 0.133 1 0.133 0.133 ! 0.133 ! 0.133
L------------•-----------•-------------------------y------------'-----------'------------�----------
Calc'd seis load 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Other GLs 400.0
Unfactored Seis Applied VI 1576.4 1 170.2 1 400.0 7 400.0 1 0.0 0.0 0.0 0.0
WIND LOAD CALCULATOR
Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline:
grid 1 grid 2 grid A grid B 0 0 0 0
a Dim 1 11.00
ci Dim 2 2.00
o Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Trib Area 22.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
-----------
s-----8.0---,----8.0----�----$-p---�---8.0 T T --8.0----r------------
Wind psf load 1 8.0 -------'-------------�- 1 ---$ ---
Calc'd wind load 176.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Dim 1Att
9.00
Dim 2 2.00
n Mul factor1.00 0.50 1.00 1 1.00 1.00 1.00 1 1.00
X Trib Area 36.0 0.0 9.0 0.0 0.0 0.0 0.0 0.0
Wind psf load; 16.3 16.3 16.3 16.3 --16_3 16.3 16.3 16.3 !
Calc'd wind load 586.8 0.0 146.7 0.0 0.0 0.0 0.0 0.0
Dim 1 7.00
Dim 2 4.00
Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
x Trib Area 0.0 0.0 28.0 0.0 0.0 0.0 0.0 0.0
wr--------------------------•-------------•--------------------------,-------------•-------------•-------------
Wind psf load;---16A i 16.0 1 16.0 1 16.0 16.0 1 16.0 1 16.0 1 16.0--
Calc'd wind load 0.0 0.0 448.0 0.0 0.0 0.0 0.0 0.0
Other GLs 762.8 594.7
Unfactored Wind Applied V 762.8 762.8 594.7 594.7 0.0 0.0 0.0 1 0.0
Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline:
L
id 1 grid 2 grid A grid B 0 0 0 D
Controlling V 1,576 lb 763 lb 595 lb 595 lb 0 lb 0 lb 0 lb 0 lb
Controlling Force Type seismic wind wind wind - - -
ConstructionCalc, inc G5
Description: rid 1 Distribution of Lateral Loads Seismic Adjustments per Grid
Total V,unfactored 1,576 Ib Building: deck cover R adjust Grid Rho ad' Grid
Wind or Seis control?(w or e) seismic
Total V,factored 1,103 Ib Ad'st'd multi tier -
Giridsl 1
Percentage V 100% 0% Leftover
V/grid 1,103 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 1,103 Ib Sum check OK
Min.
Description: nd 2 Seismic Adjustments per Grid
Total V,unfactored 763 Ib R adjust Grid Rho ad' Grid
Wind or Seis control?(w or e) wind
Total V,factored 458 Ib Ad'st'd multiplier
Gridsl 2
Percentage V 100% 0% Leftover
V/grid 458 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 458 Ib Sum check OK
Min.
Grid Pnl 1 PH 2 Pnl 3 Pnl 4 Pnl 5 PnI 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
2 14.0 If 14.0 If 33 pif 1PW
Description: rid A Seismic Adjustments per Grid
Total V,unfactored 595 Ib R adjust Grid Rho ad' Grid
Wind or Seis control?(w or e) wind
Total V,factored 357 Ib Ad st'd multiplier -
GridsJ a
Percentage V1 100% _ 1 i 0% Leftover
V/grid 357 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 357 Ib Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pni 3 Pnl 4 Pnl 5 _ Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
a 2.0If 1 2.0If 2.0If 6.0 If 59 plf 1PW
Description: rid B Seismic Adjustments per Grid
Total V,unfactored 595 lb R adjust Grid Rho adj Grid
Wind or Seis control?(w or e) wind
Total V,factored 357 Ib Ad'st'd multiplier -
Gridsl b
Percentage VI 100% 0% Leftover
V/grid 357 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 357 Ib Sum check OK
Min.
Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 PH 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use
b� 17.O if 17.0 If 21 plf 1PW
�' S51
4
Tim Garrison,P.E. 'CCYIVS RUCTIONCALC � "
o
Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2018-2003 IBC.All designs should be checked by a competent professional.
Job t22038
Spans and Supports(Note,pitch and laity,if any,not shown)
Member I.D. 31 b
Other Info. 6/8/2022 � _
Type? Simple span,fully braced V
Left Cantilever Span 1 Span 2 Span 3 Right Cantilever Tct Member Lerxith
Lenth of Spans: 16.50 ft 16.50 ft
Allowable Deflection,Main Spans
Live Only,U Code Minimum-Normal:U360&U240
............... ,............................................ .........................................
360 `- 0.55 in Total,U 240 = 0.83 in N/A = 0 ......................
:...........................................€
Pitch if Member Being Designed is Sloped: 0.012 Mem True Len: 16.50 ft
Add Self Weight? yes-Self weight will be added to applied DL V
Loads:
Uniform Loads Over Full Length of Member
Loads From Continuous Member? Increase Roof DL for pitch? ves Roof Pitch 1 4.0:12 I
Live Dead Snow Trib.Width Live Dead Snow
Uniform Ld.1-Roof 20 psf 10 psf 25 psf 9.00 ft 94.9 Ib/ft 225.0 lb/ft
Uniform Ld.2 40 psf 15 psf -
Uniform Ld.3 40 psf 15 psf
Uniform Ld.4 125 psf 10 psf
Uniform Ld.5 - 10 psf
Tot Unif Load 94.9 lb/ft 225.0 lb/ft
Loads
Point loads are 1/10 scale
400
300
200
100
0
-100
Glu Lam Calc'd Member Results For 5.5 x 10.5
Solutions Using Self Weight of Glulam 5.5 x 10.5,14.8 plf Misc manufacturers V Load Duration %Overdesign
2.5 x 13.5 5.125 x 10.5 8.75 x 9 Moisture Medium Dry-18% v 5.5 x 10.5 Snow:1.15 V Pos Bending 1 D4.1%
3.125 x 12 5.5 x 10.5 Press Treated? No,Not P.T. V 24F-V4,DF/DF Neg Bending NA
3.5 x 12 6.75 x 9 Temp Cond. 100 deg F&less V Fb Pos 2,760 psi Fv 305 psi Shear 325.0%
Fb Neg 2,127 psi Fcp 650 psi Span(s)Defl'n 41.2%
Allow Pos Mom 23,242 ft-lb 1 530.58 inA4 Cantilevers)Defl'n NA
Allow Neg Mom-17,916 ft-lb E 1,800 ksi Calc'd member OK by: 41.2%
Allow Shear 11,733 lb El 955,041 ksi Controlling criteria is: Deft-Span
Req'd Bearing Support 1 Support 2 Support 3 Su000rt 4 Self Wt 14.76 plf
For 5.5 x 10.5 1.50 in 1.50 in _ Cond's Of Use:Load Duration:1.15-Snow
Reactions Support 1 Support 2 Support 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4
Max Total 2,761 lb 2,761 lb 0 ft-lb O ft-lb 0 ft-lb O ft-lb
Min Total 904 lb 904 lb - O ft-lb O ft-lb O ft-lb O ft-lb
Min Load Case
Deflections Lt Cantivr Span 1 Span 2 Span 3 Rt Cantivr
Max Up Defl 0.000 in - -
Allowed 0.825 in 0.825 in 0.825 in
Max Dn Dell -0.584 in - -
Allowed 0.825 in 0.825 in 0.825 in
ProBeam v7 WC 5-23-19
G7
6/8/2022
Pg.
ConstructionCalc, Inc CASYRUCTIONCALC ColumnCalc
0.2
Disclaimer.All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering.
Job Name t22038
Member I.D. gr 1
Other Info 6/8/2022 I ; r I + miff
Post,Stud,or Column General Information:
Column,Post,or Stud Length,ft. 8,30 ft
Max.Live Deflectionj 75 = 1.33 in
Type Unbraced column or post L r Jf
_ r
End Fixity Pinned-Pinned,1.0 p
Load Duration Ten Minutes(Wind/Earthgk.-IBC,Cd=1.60) t-
3
Off-Center(Eccentric)Compression Loads or Add'1 yes 0.5 0.7 t-D 1.0 2.0 2.0
Bending Loads(other than wind)? End Fixity Types
Gravity Loads, "P" Reduced
Use Factored Loads Live Load, Live Load, Dead Load.
Live f Dead f x Le th ft x Width ft. Ibs lbs. Ibs
Roof Loads(rat including snow) 10 sf 9.00 ft 11,00 ft 0 lb 0 lb 990 Ib
Roof Snow(only) 19 f 9.00 ft 11.00 ft 1,856 lb 1,856 lb
Floor 3 Loads 17 f 0 lb 0 lb 0 Ib
Floor 2 Loads 94 sf 10 f 0 lb 0 lb 0 Ib
Floor Loads 28 f 10 psf 0 lb 0 lb 0 lb
Wall Dead Load 10 f O lb
Other'psf load and trib.width 7 sf 0 lb 0 lb 0 lb
Other point load:all Live,all Dead,or
some of each,lbs.; Descrip'n,opt'I:
...................................
Total Live and Dead Loads: 1,856 lb 990 Ib
Combined Total Load:F 2,846lb
Eccentric Loads&Other Bending
Eccentricity in Strong Axis el_
Eccentricity in Weak Axis e2=
Factored Moment On Strong Axis Mt= 1,824 ft-Ib
Factored Moment On Weak Axis M2=
_Wind Load Over Full Length of Member
(Assumes external sheathing of plywood,metal,etc.exists)
Wind Applied To: Narrow Face
Tributary Width of Wind Load: z
Factored Wind Pressure: q=
E�
U And Smaller[Lumber) 5x And Larcter(Timbers)
Lumber Material Douglas Fir-Larch J Timber Material Douglas Fr-Larch
Lumber Grade No.2 V 1 Timber Grade WCUB-No.2
3x8 - - -
(2)2x8 I 4x6 6x6 - -
(3)2 x 5_j 8x8 - -
Glued Laminated Columns
— 1.8E Parallam PSL Columns
Glulam Combo. 17-HF(visually Graded) V
2.5 x 6 5.125 x 5.125 - 5-1/4"x 5-1/4"
3 x 6 6.75 x 7.5 3-112"x 5-1/4" 5-1/4"x 7"
3.125 x 6 8.75 x 9 3-112"x 7" 7"x 7"
5x6
Final Member: sawn wood
Mem.Library: Choose From All Sizes Of Column Type L"J
Final Size: 6x6 71
Final member okay by: 27.0%
Final Member: 6 x 6, Douglas Fir— Controlling Factor: Combined Bending I Compressive
Stresses
Larch, No. 2 Horiz.Force At Bottom(Strong Axis): 2201b
Horiz.Force At Bottom,Weak Axis): 0 lb
ColumnCalcWC v3-2
IRI Hm TURTZ CK COV R Ojd design
JIM DUNLAP
(360) 982-0535
3917 ROCK RIDGE PARKWAY JIM@JDDESIGNDRAFTING.COM
ANACORTES, WASHINGTON
ROCK RIDGE SO, PHASE 3, LOTS 5 & 6
PARCEL ID# P127675
PROJECT DESCRIPTION: ROOF COVERING & PRIVACY WALL FOR EXISTING
ROOFTOP DECK
ZONING DESIGNATION: R2
W
PROPERTY INFO. >
SITE ADDRESS: O
3911 ROCK RIDGE PARKWAY
ANACORTES, USA 95221
PARCEL: P121615
ASSESSORS TAX#: 4960-000-005-0000
QTR NUJ, SEC: 26, TU1N 35, RNG 01 — — — — — — — — — — — — — — — — — — Lu
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PARCEL SIZE: 15,104 S.F. / \ O
PROPERTY OWNERS: I I 0
LL
JUSTIN IRI5-I I I Q
KENNETH STURTZ
c.�
ANACORTES, WA 98221 I Z
H
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0
CYCL
i - I — -
PROJ ECT INFO. I ' Q
EXISTINGu o
ABOVE GRADE LIVING SPACE 3044 S.F. w � 0
z
GARAGE 919 ol U �
S.F. _ -
0 1
OPEN ROOF DECK 491 S.F. _ _ — — —-— —I - Q `D
O cii N
NEW w � �
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COVERED ROOF DECK 245 S.F.
J
LLJ Q O U
(OPEN ROOF DECK SUBTRACTION -252 S.F.) - - '� - IL ~ Q Of_31 — — � � inQCL
z
LOT COVERAGE
THERE IS NO ADDITIONAL LOT COVERAGE WITH THIS
J G I M - _
PROJECT. LOT COVERAGE WILL STAY THE SAME. - ; — - - _
IMPERVIOUS
SURFACE
THERE IS NO ADDITIONAL IMPERVIOUS SURFACE WITH
THIS PROJECT. IMPERVIOUS SURFACE WILL STAY THE
SAME.
uj
FIRE AREA Q
EXISTING
LOUDER FLOOR GARAGE + HOUSE 261 s S.F. Y�� CITY OF ANACORTES
Z
LOUDER FLOOR UNDER DECK 245 S.F. r O
EXISTING UPPER FLOOR 1334 S.F. ?G N 154; PLANNING AND BUILDING DEPT:
u >
TOTAL EXISTING 4094 S.F. �F9�p, - APPROVED PLANS w
REVIEWED FOR CODE COMPLIANCE w O
NEW :d,: PERMIT#. BLD-2023-0014 a
COVERED ROOF DECK 245 S.F. �` n ADDRESS: 3917 Roc Ridge Pkw DRAWING INDEX
�u
�� APPROVED BY:
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— _ A3 PROPOSED EXISTING FRONT ELEVATIONS REVISIONS
BUILDING CODES
A4 PROPOSED EXISTING RIGHT ELEVATIONS
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AS PROPOSED EXISTING REAR ELEVATIONS
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REVISIONS
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REVISIONS
PROPOSED ROOF FRAMING PLAN
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A6
SHEET 6 OF 6
Framing Plan 1/4" = 1'
- New roof diaphragm is 11RD, typ.
-Trusses and layout are by others. �'
Standard structural Specifications15 — Copyright, Tim K. Garrison, P.E.
- Structural Callouts° — Copyright ConstructionCalc, Inc (CCI) TimKGarrison.com
BASIS OF DESIGN-APPLICABLE CODES: 1 PW Shear Wall,New Above Existing. 33P
Code_ The designs herein are prepared 'in accordance With the 2018 ISC_ C`.on�slruction shall conform%�rith � v — _ Tim K. Garrison, P.E.
the most recent building code adopted by the appro� jufisdiction_ Shear Capacity: Eh= 168 plf wind; 120 plf seismic. z 2 2316 Antone Way
* General: At north, west, and south walls, remove existing half-wall top rails, and siding on one 2 2,Lx M Anacortes, WA 98221
Calculations_ The calculations included hefeun are only those required to ensure compliance with code_ e side (either side is okay). New taller studs shall be sistered to existing and connected with 16d I 2,2x 3a �3 P �� 360-708-1865
do not intend to compute every structural element nor every load combination_ Much of our analysis is"Br' 4" staggered. All new studs to be connected at to with A23 and screws.
(By Inspection_) See calculations,page C1 for structural strategy_ @ gg p Fuk. Q54 timg@timkgarrison.com
* Studs: Use min., 2x4 studs at max 24" spacing. '15Kt3 viz,
Additions_ The project includes addition(s)to an existing structure_All ne4� materials wind methods shall be - At north and west walls where top of studs do not connect to beam above use 2 1.75x3.5 full
per current Code. Any gran ity-resisting structural element affected 5°4 or more of its demand-capacity ratio
length LVLs as top plate (rip wider LVL as necessary.) Nail plies together with 16d @ 6",
,
shall be brought.up to current Code_Any lateral-resisting structural element affected 10 �or more of its3 � GAR
demand-capacity fa#io shall be brought up to current Code_ Existing structural elements affected less than staggered. Connect LVLs to 73P with 2, A23 with 3" screws. This is for out of plane wind load. I N �`a�WAS l�
the above need not be upgraded_ This is allow able per 2018 IEBC, Chapter 11_ - At south wall, below openings, terminate studs in standard double 2x4 top plate. Said top plate '� e 0
LIAIITED SCOPE OF CONSULTANT'S WORK; to be connected to double studs at ends of openings with 2, A23 with screws. Other studs be- 14- go a ,il y
j
Consultant_ The consultant itn responsible charge of the work indicated herein is Tim K_ Garrison- F_E_ tween openings to be full height to bottom of 33B.
, o r.�
doing business as s, Inc_,hereafter indicated as`CCI_" * Sheathing: Use min., 7/16" OSB or plywood, one side of wall (either side is okay.)
Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new roof corer * Edge Backing: Not required for 1PW.
for an emtsty�deck_ CCI takes responsibility only for items specifically addressed in our drawn' gs and * Nails: Use 8d galv. at max spacing, 6" edges and 6" field.for 73 6/822 kNVAL
calculations_ Constructed items not specifically addressed herein shall be built per current building code_ i 3(' — — — �� •�•••�••
11 RD Roof Diaphragm i 3 t� rix s�'"W 22
CCI has not analyzed any other portion of the existing building,including but not limited to: foundations, * Shear Capacity: Good for Eh=230 plf- seismic; Eh=322 plf- wind. Max aspect ratio = 3:1. _ i7
beams,columns,n,%uUs,floors,floor framing systems, roof framing system connections, etc_ * Framing' Trusses or rafters: 2x at 24" OC, max.
CCI has not been retained to perform construction inspection_ CCI takes no liability or responsibility for * Framing•Conneetion at Support: ' W TKG Job No.: t22038
ensuringconstructed items are built in accordance-%i#h these structural analyses, and/or or the building code. I Pk/
- - g - Where trusses connect to beam, use H2.5, or A23 with screws, or similar, typ. --�-----�-------------�------.--.----.---.- _-.�._._-.- Date: 6/8/22
Further, CCI does not specify nor require Special Inspection per the IBC, IRC, or other local or national Sheathing: 7/16"min., OSB or CDX plywood.
building codes_ Special Inspection requirements are the responsibility of the approvingJunsdiction and the Rev:
Contractor Sheathing Layout: Case 1 per IBC 2306.2.(1)
LOADS * Nailing: Use 8d at 6" edges, 12" field.
Blocking: Not required except at supports and at connections to shear walls below. Rev:
Folloirig are the loads used for the subject design.'analysis: 30 B Beam Detail
o Roof lire: 20 psf. o Seismic Factors: Ss:-- 1.3, S1=0.38 Beam: Use min. 6x8 or 5.5x7.5 glulam D75
o Roof+ceiling dead: 10 lg o Seismic Des Category: -`D7 Rev:
o Roof snots: 25 lg o Wind Exposure -C', 3-sec gust: 110 mph_ Connection to Post: Use EPC, LCE, or CBT4Z (concealed beam tie)
o Exterior n' A dead: 10 V4 31 B Beam Client: Justin Irish
* Beam: Use min. 5.5x10.5 glulam
SINGLE PROTECT: Connection to Post: HUC or HUCQ. Okay to drill holes in 30B and 32B post cap to install Architectural Design: Jim
this hanger. Dunlap
The calculations,drawings,notes, specifications, and.,-'or re or tables prepared by CCI a valid only for the
project indicated herein_ These documents are not valid, are not applicable to,and shall not be used for any 32 B Beam -
other project at am,other location. * Beam: Use min. 6x8 or 5.5x7.5 glulam -
CONIPET -NT CONSTRUCTION PERSONNEL/SAFETY: * Connection to Post: Use EPC, LCE, or CBT4Z (concealed beam tie)
Only competent personnel familiar with construction and safety practices germane to the project shown 33 B Beam 456
herein should be employed to assemble and consuuc t the work. * Beam: Use min. 5.5x 10.5 glulam continuous, -17' long.
Connection to Post: HUC or HUCQ. Okay to drill holes in 30B and 32B post cap to install
Contractor shall be responsible to comply with all OSH.k and State Labor and Industries Standards_ this hanger. NO
Contractor assumes full responsibility as to construction methods used, safety provisions employed,and the 73 P Post
finished as-built condition of the structure and related systems- • r mnI
* Post: Use 6x6 or 5.5x5.5 glulam.
ELAZARDOUS 14IA`rY_FLALS: * Top Connection: See beam callout C7158
� P4
Consix ction may expose workers and other people on or near theaobsite to asbestos,lead, silica, Bottom Connection: Use BC60 on subfloor. Glue and screw to subfloor. Use 3" screws to
hydrocarbons, and/or other hazardous materials_ CCI is not an expert in these matters and hereby disclaims rim. Use 1.5" screws where no rim is below. �1
all liability for injury or death from said exposure_ C7CI recommends that a hazardous materials expert be V
consulted prior to all construction projects. 75 KB Knee Brace Detail � O
NIATERiAi, AN-D METHODS: * General: All lags are SDS 1/4x8 or SDWH - 8", or similar. Pre-drill if necessary to avoid split- �-�-
ting D75 r IZ-Y
Provide and install all materials in accordance with manufacturer-s requirements and recommendations. It is * T
q Knee Brace: Use min., 6x6. Let into beam and post 3/8 . Use min., 41ags at each end of knee 'I'P CA
contractor's responsibility to ensure all field personnel understand and adhere to this_ brace. "
l ^ I
CONVENI'IONAL WOOD FRAMING: '13 F'
General Construction: Predrill all nail holes where required to avoid splitting_ Connect all wood members
per the Plans and applicable building code. 1bghere Structural Plans do not specifically address a structuralT, Q
element,construct said element per mire+mum building code_
Framing Material.All saiAm framing lumber. not including beams,posts, and columns, shall be Spruce Pine
Fir, Hem Fir, or Douglas Fir-Larch,Number 2 or better, unless otherwise shown_All sai.%m wood shall c
have moisture content less than 25%.
Beams and Posts_ All satin structural beams,headers,and posts shall be Doug Fir Larch No 2 or better,
except where exposed to tt-eather and specified as PT (Pressure Treated)may be Hem Fir No_ 2 of better_
QLdN&&PSLs,LVLs,etc_ shall be per Prefabricated Wood Products section below_
Nails: Nails called out herein are"common"sizes,M 16d, 12d, 10d_ 841 Smaller diameter, similar length O ct
nail gtmnails may be subs#ituted.provided 50°D more nails are used. For g$ggUk if8, 16d are called out, galvanized or stainless steel_ If installation risks cracking of wood, contact engineer for alternate nailing and ' \
the number of similar length .131 diameter nail gum nails required is 8*1.5= 12_As another example if 16d ,'or alternate connector_ v
nails are called out at 4"spacing,the spacing of similar lengt1,4 narrower nail gun nails shall be 411.5 =2.7". Simpson SD S Wood Screws_ Where.specified,install per manufacturer's recommendations_ In gam,
Multiple Ply Members_ these do not need pilot holes_ However,if wood is old and or very dry pilot holes may be required to avoid
Trimmars, King Studs, Headers_ Where more than one 2x is placed against another and used as a multiple splitting.Use length as specified in Plates but never less than required to ensure full strength_ V ct
ply king stud,trimmer, or header,connect all plies with 16d at 4" OC, staggered_ Simpson SD Wood Scr ws. With most Simpson connectors,Contractor may use SD9 in lieu of 10d nails,
Clue=Epoxy_ Where specified,wood glue shall be oommercial grade with minimum shear strength of450 and or SI710 in lieu of 16d nails_ These are provided in 1-1/2'- and 2-1/2.-lengths_ Use the length
psi a#28 c ays_ Use Liquid Wails LN-940 or similar_Prep and appl3�per manufacturers recommendations_ necessary for full penetration into the member(s) connnected_
Epoxy used with wood dowels or drift pins shall be Simpson ET-HP_ or other brand intended for wood use_ PREFABRICATED WOOD PRODUCTS:
Wood and dowel shall be clean and dry;prior to epoxy installation_ Prefabricated Trusses. Where shown on the plans,all prefabricated structural roofing members shall be
Lag Bolts. All lag bolts greater 'in diameter than 1/47- shall have pilot holes pre-drilled. Size of pilot hole in designed by a certified professional engineer. The prefabricated structural roofing designer shall prmide to
threaded portion shall be 70%of the unthreaded shank diameter(or altefnaotively, 900/1,of the root diameter the Contractor stamped design drattimgs�trith appropriate notes showing member sizes,farces,installation
of the threaded portion)_Pilot hole diameter of unthreaded portion shall be the same diameter as the Procedures, blocking, bracing, etc.
unthreaded shank_ Engineered Wood-General. These products must be provided, stored,and installed in accordance with
PRE-FABRICATED FRAAMiG CONNECTORS: manufacturer's recommendations-Failure to do this may void the tr-arranty and diminish load carrying
Manufacturer: Simpson brand is�,hotet�er a other natioinally recognized brand may be used Glue-Laminated Timbers. Unless othefnr-ise noted, all glulam beams shall be 24F-V4 DF,/DF_Any that span
provided that they are equit anent in their ability to carry all applied loads 'in all orientations continuously over one or more interior supports or are cantilevered,use 24F-_V8 DF.DF_ Use industrial
appearance grade, unless visually exposed to interior lin.-ing space use architectural appearance grade_
Installation: The Contractor shall install all prefabricated items 'in strict accordance With the manufacturees All gkh=shall be manufactured by an AITC approved fabricator. Store and install iii accordance R-i#h Structural Plan
recommendations and requirements- The ioad carrying capacity of the prefabricated item cannot be manufacturer's recommendations_
guaranteed if this provision is not adhered to_Flails and screws-which trill be exposed to weather shall be
of 1