HomeMy WebLinkAboutPermit File BLD-2022-0726 3513 W2nd Street 1 C} City of Anacortes Invoice/Permit#: BLD-2022-0726
904 6th Street
Applied date: 09/14/2022
P.O.Box 547 Issue date: 09/22/2022
_� t►�: Anacortes, WA 98221-0547
Expire date: 03/20/2024
(360) 293-1901
Job Address: 3513 W 2ND ST Permit Type: Single Family Interior Only Alteration Permit
ANACORTES WA98221-1267 Project:
APN: P105832
Remarks: Replace existing second story deck in front of house with an upper and lower deck and new stairs to ground level.
Owner: WILLIAM &VICTORIA BENHAM Contractor: CALCON
Address: 3513 W 2ND ST Address: 1414 41ST ST
ANACORTES WA98221-1267 ANACORTES WA98221-3515
Phone: (707)227-6747 Phone: (360)941-4139
License#:
General Information: Fees:
Deck Square Footage 196 Building Permit Fee 492.75
Building Valuation 35000 Plan Review Fee 320.29
State Building Code Fee Resi 6.50
Total Calculated: 819.54
Deposits/Receipts: 0.00
Total Due: 819.54
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
1513 West 2nd ST P105832
SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 7411
SQ. FT.
TYPE OF PROJECT
NEW X ADDITION REPAIR REMODEL CHANGE OF USE
SFR Lj Duplex ❑X Deck/Porch
Accessory Dwelling Unit: ❑Detached ❑Attached ❑Retaining Wall
❑ Manufactured Home ❑Accessory Structure
❑ Shoreline Structure(dock, pilings,floats etc.) * ❑Other:
*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
Replace existing second story deck with updated framing and (Cost of Materials & Labor)
footings with composite decking. Install new Western 35,000.00
Clearview glass railings. Also, build new 196sf third story deck $
PROPERTY OWNER INFORMATION
NAME PHONE
Bill & Viki Benham 707-815-8222
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
3513 West 2nd St, Anacortes vb53@comcast.net
CONTRACTOR INFORMATION
NAME* PHONE
PHONE 3609414139
CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION
*All Contractors&Subcontractors must have a valid City Calco**864RP 12/21/2022
of Anacortes business license prior to doing work in the UBI# EXPIRATION
City. 603411249 06/30/2023
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
1414 41 st ST, Anacortes Calconcontractor@gmail.com
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CONTACT PERSON -Select one person the city will contact for anything related to this project:
❑APPLICANT ❑PROPERTY OWNER ❑■ CONTRACTOR ❑OTHER(LIST BELOW)
NAME PHONE
nathan french 3609414139
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
Calconcontractor@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:
of 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.
of I understand that if 1 submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
of 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.
of I 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.
of 1 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.
N F 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.
09/01/2022
SIGNATURE DATE
Nathan French
PRINTED NAME
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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.
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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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• 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.
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FORM 1313-2: STRUCTURE AND SITE INFORMATION
PROPERTY WHERE WORK IS OCCURRING
ADDRESS
PARCEL NUMBER(S)
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
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
1ST FLOOR:
2ND FLOOR:
3RD FLOOR:
BASEMENT:
GARAGE:
TOTAL DECK:
TOTAL PORCH:
OTHER:
OTHER:
OTHER:
QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? ❑YES ❑NO
Is a monitored fire alarm being installed? YES ❑NO
Are retaining wall(s) being built? ❑YES ❑NO
Are structural plans required? I ❑YES ONO
PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? ❑YES ❑NO
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 NO
If YES, your site and building will need to comply with the standards in AMC
19.43.010.C.
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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.
SIGNATURE DATE
PRINTED NAME
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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
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
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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:
Site address
H
Parcel number
Lot number(if applicable)
H
Lot size
Lot coverage
impervious surface coverage
Floor plans with existing (if applicable) and proposed building layout with
square footages and with the use of each room/area labeled.
Window and door sizes labeled and window ventilation area. Commercial,
Multi-Family, and Mixed-Use Structures must also include door and window
schedules.
Plumbing, duct, and electrical layout. Penetration protection must be shown.
Opening headers, size, and material.
Cross section details, showing typical foundation,floor, wall, ceiling and roof
construction and insulation.
Structural members labeled as to size and spacing as well as bracing, blocking,
bridging, special connectors, and anchor bolts.
Details documenting energy code compliance.
Exterior building elevations demonstrating compliance with applicable
structure type design standards (small lot, duplex, or ADU) and maximum
building height
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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.
• 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)).
Special details as needed (i.e., stairs,fireplaces, special construction).
Insulation and insulation values of walls, slab, floors, and roof/ceiling.
Existing and proposed grades with slope of lot shown.
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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
Total Area Converted from Vegetation to
Lawn or Landscaped Area
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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
(Sidewalks, paths, patios,etc.)
Pollution Generating Hard Surface Area
(Driveways, parking areas, etc.)
TOTAL HARD SURFACE
Site Size
Existing Impervious Surface Coverage% o
(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
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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
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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
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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.
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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
DRAFTING BY:
�yE DES
REV 1:Sept 15, 2022 "t
FORconECO w-Added dimensions IDF e
w 1T Y O ,{ property line at 2n d Street
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(ID Joanna L Tuttle
cell 281.798,6402
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�P0HELD NOTE:
SQ �� V1 Whil.—ryattempth.beer,
o
2 made to a id mi pi.in the
on preparati of tesa he plans,the
maker cannot guarantee against
human error.The contrattar
st check all dimensions and
details and must be responsible
for the same.Notify the
,w,,r before proceeding if any
\ � error z d'osmvered and
corre
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21'10/2 CITY OF ANACORTES ^required.
s PLANNING AND BUILDING DEPT:
CONTRACTOR:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE CALCON
Nathan French
PERMIT#: BLD-2022-0726 360-941-4139
ADDRESS: 3513 W 2ND ST calconcontractor@gmail.com
EXISTING COVERAGE CALCULATIONS PPROVED BY:
SUBJ T TO FIELD INSPECTION.APPROVED PL KnS
SHALL NOTWLOT a age Pootprnt: 1899 � ��� BE ALTERED WITHOUT AUTHORIZA . Z
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Patio Footprint: 420Ll
Total: 2326 1�� w
Lot Square Footage: 1411 S co
Ln Percent of Lot: 31.3%
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IMPERVIOUS SURFACE COVERAGE U
All Roofs: 2101 Q
Driveway: 661 Q
Patio: 420
Total:Nalku 3°1 �\��w\(��
\1 OWNER:
Lot Square Footage: '1411 a
Percent of Lot: 51.4% PROPERTY
ADDRESS:
d Q d 1513 West 2nd Street
Anacortes,WA 98221
PROP05ED COVERAGE CALCULATIONS Parcel:P105832
LOT COVERAGE(5q,ft)
House/Garage Footprint: 18g9
Patio Footprint: 4% as
Total: 23g5 / ISSUED FOR:
Lot Square Footage: '1411 Permit
Percent of Lot: 32.3% a 4
DATE:
Q Sept 08,2022
IMPERVIOUS SURFACE COVERAGE d 4 d
All Roofs: 2101 REVISIONS:
Driveway: 651 Date Rev#
Patio: 4% a
Walkways: l SHEET
Total: 3551 a ���� CONTENTS
Lot Square Footage: 1411 a a ���Y , Site Plan
Percent of Lot: 52.4% a a
a
4
a
AISITE PLAN a A 4 SHEET NUMBER
Scale: III = 1 01 Tuttle Design Firm,LLC is not an engineering firm and is not licensed to design structural framing. The
structural call outs for structural members and connections are references from Construction Tip Sheet#5 OO
from MyBuildingPermint.com,as is required by the building permit department.
DRAFTING BY:
D Esr
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Joanna L Tuttle
� cell 281 798.6402
v�,�A •• �� Joanna@tualed—gnf—com
� SQ� NOTE:
FIELD While every attempt has been
made to avoid mistakes in the
preparation of,h—plans,the
maker cannot guarantee against
human error.The contract.,
st check all dimensions and
details and must be responsible
for the same.Notify the
o er before proceeding if any
Is discovered and
correcnon required.
CONTRACTOR:
CALCON
Nathan French
360-941-4139
calconcontractor@gmail.com
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RESIDENCE z
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NOTE: Z
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-Existing deck previously removed OWNER:
-New two level deck to be constructed
in previous decki5 I ootprint. PROPERTY
ADDRESS:
-New 5tair5 to be constructed 1513West 2nd Street
Anacortes,WA 98221
Parcel:P105832
ISSUED FOR:
Permit
DATE:
Sept 08.2022
REVISIONS:
Dace Revtt
SHEET
CONTENTS
Existing Deck
SHEET NUMBER
Tuttle Design Firm,LLC is not an engineering firm and is not licensed to design structural framing. The
A2. EXISTING DECK PLAN structural call outs for structural members and connections are references from Construction Tip Sheet#5 1 .01
from MyBuildingPermint.com,as is required by the building permit department.
Scale: 4" = I'-0"
DRAFTING BY:
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Joanna L Tuttle
� cell 281 798.6402
v�,�A •• �� Joanna@—Iedts,rfir.c—
V' O t NOTE:
"OFiE LD`t`Se Whije every attempt has been
made to avoid mistakes in the
preparation of,hes,plans,the
maker cannot guarantee against
human error.The contractor
st check all dimensions and
details and must be responsible
for the same.Notify the
o er before proceeding if any
Is discovered and
Gonc rete correction required.
Landing
CONTRACTOR:
CALCON
Nathan French
360-941-4139
calconcontractor@gmail.com
RESVENGE
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Trex brand "Transend" UQ
deck surface on upper z
and lower deck levels
iv
OWNER:
PROPERTY
ADDRESS:
Glearview glass railing welded picket railing 1513 West 2nd Street
Anacortes,WA 98221
on upper and lower levels on lower level stairs Parcel:P105832
ISSUED FOR:
Permit
14'-0" DATE:
5epc 08.2022
34'-8" 4'-0" REVISIONS:
Dace Revtt
SHEET
CONTENTS
Deck Plan
SHEET NUMBER
AKale: Tuttle Design Firm,LLC is not an engineering firm and is not licensed to design structural framing. The
EW DECK PLAN structural call outs for structural members and connections are references from Construction Tip Sheet#5 1 .02 L" = 1�-0" from MyBuildingPermint.com,as is required by the building permit department.
4
DRAFTING BY:
9�OgCObECO ti � DEsr
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16 � �y Deck Ledger and Connections y
Deck Ledger Connection to Band Joist R317.1.1 Field-cut ends, notches and drilled
y c.� On-Center Spacing of Fasteners inches holes of preservative-treated wood shall be
w Joist Span c 1/2-inch diameter lag '/2-inch diameter bolt 1/2-inch diameter bolt
�Cp1Z� � ''/2-inch with'/2-inch screw with 1-inch treated in the field with an end cut solution f v
(feet) screw with
��Fr�Lnn3sQw maximum sheathing b,c,e maximum sheathing c maximum sheathing d in accordance with AWPA M4. M ~v
6 22 36 35 1 Joanna L Tuttle
8 16 31 26 cell 281.798,6402
Provide two DTT2Z or four DTT1Z at deck 10 13 25 21 i°a°
12 11 20 17 NOTE:
Floor Joist 14 9 17 15 While
deew a oid`mmcake im the
2'Max. 2'Max. preparaa°n°ftne,e plan,,the
from End from End 16 8 15 13 makercann°tgnaanteeagalna
18 7 13 11 human err°r.The c°mact°r
4—On must check all dimensions and
a.Ledgers shall be flashed in accordance with Section R703.4 to prevent water from �z 'e;o'rthe ame.bNotify the
contacting the house band joist. ° ner before proceeding if any
°r k di,m cd and
b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. c°rretri°nreq°'red.
c.Sheathing shall be wood structural panel or solid sawn lumber.
DTT2 ►`` (Ledger (Ledger d.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, 45X56
screws DTT1Z� screws
and joist and joist lumber,or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to GOnGrete CONTRACTOR:
hangers not hangers not substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood I
shownfor shown for
clarity) structural panel or lumber sheathing. Landing
`r
clarity) e. For on-center spacing of specialized fasteners refer to the manufacturer's installation CALCON
instructions. ---- Nathan French
360-941-4139
-- calconcontractor@gmail.com
NOTE:
RESIDENCE _____ All lumber to be LU
pressure v
treated Douglas o
Fir #2 or better
Ledger as specified on ---- LU
MBG tip sheet 5, page 6, I l I w
detail 1 — �—' 4x10 Pressure treated beam w
-- on 6x6 posts at mid span, p
2x10 Pressure treated see MBG tip sheet 5 page 3 Q
joists @ 14" o.c. see z
MBG tip sheet 5 page 3 -_-_- Q
15X15X15 Concrete footings
OWNER:
bx12 Pressure treated —— typical with #4 rebar two ways
beam at posts with 4x4 knee —_ set on 3" rebar chairs. Simpson PROPERTY
bracing, see MBP deck tip G55Q66 at 6x6 PT post base. ADDRESS:
sheet 5 page 3 1513 rres`2"'S
Ana ' 9822 WA 98221
Parcel'
Pi05932
6x6 Pressure treated 4x10 Pressure treated beam
posts typical, see MBP o on 6x6 posts under landing,
deck tip sheet 5 page 4, -------- _-_ _-_-_- _-_-_ :J I _ see MBG tip sheet 5 page 3
and floor plan for spacing. l--I ISSUED FOR:
Permit
15X15X15 Concrete footings 30X30X24"d Concrete DATE:
6'-10" 6'-10" 6'-9" 6'-9" 6'-9" footings typical with #4 rebar two ways s for these two Sept 08,2022 9
set on 3" rebar chairs. Simpson posts only, with #4 rebar REVISIONS:
CB5Q66 at post base. 4'-0" two ways set on 5" rebar Date Rev#
chairs. 5imp5on GB5G266 at
Provide rollover post base. SHEET
CONTENTS
blocks at beam line if Deck Framing Plan
-Lower Level
cantilevered.
SHEET NUMBER
A4Scale: Tuttle Design Firm,Lr s r not an engineering firm and is not licensed n design structural framing. TheLOWER LEVEL DECK FRAMING PLAN .O3
structural call outs for structural members and connections are references from Construction Tip Sheet#5 III = I'-oil from MyBuildingPermint.com,as is required by the building permit department.
4
DRAFTING BY:
DEsar
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Joanna L Tuttle
� cell 281]98.6402
4 •• �� ioanna@tualedes rm.com ignf
NOTE:
F1ELD`t`Se While every attempt has been
made t —id m takes in the
prep.. of,h—plans,the
maker cannot gua.r..against
hum The c t st check all dimenslonsand
details and must be responsible
for the same.Notify the
o er before proceeding if any
Is discovered and
correction required.
CONTRACTOR:
CALCON
Nathan French
360-941-4139
calconcontractor@gmail.com
RESIDENCE
3 w
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No
LU
Ledger a5 Specified on s- C
FAI
MBG tip Sheet 5, page 6, 4-1 w
detail 1 _ w
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2x1O Pre55ure treated O
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jOi5t5 @ 14" O.G. 5ee (�
Lower Deck Level z
MBG tip Sheet 5 page 3 Q
I
5.5 x :15 Glued laminate OWNER:
beam at po5t5 with 4x4 knee
bracing, 5ee MBP deck tip PROPERTY
Sheet 5 page 3 ADDRESS:
1513 West 2nd Street
Anacortes,WA 98221
6x6 Pre55ure treated Parcel:P105832
po5t5 typical, 5ee MBP
deck tip Sheet 5 page 4,
and floor plan for Spacing. "—"—"—"—" —"—"—"—"—"
ISSUED FOR:
20'-6Y2n 14'-0" 4'-1y2ii s o DATE:
022
REVISIONS:
Provide rollover Dace Rev##
blocks at beam line if SHEET
cantilevered. CONTENTS
Deck Framing Plan
-Upper Level
SHEET NUMBER
A.5kale: Tuttle Design Firm,LLC is not an engineering firm and is not licensed to design structural framing. The
UPPER LEVEL DECK FRAMING PLAN structural call outs for structural members and connections are references from Construction Tip Sheet#5 lit = I I-ofl from MyBuildingPermint.com,as is required by the building permit department.
4
DRAFTING BY:
O�yE DEsr
QFOgCOD�CO
vv
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Joanna L Tuttle
ce11 281.798,6402
4CO � Provide flashingNOTE: 'oanna�u lede,i�n`rm.`om
�POHELon6Se� over exterior 5 1/8" x 9" 24F-V4 DF Glulam All lumber to be pressure While everyaanempth.be-
deck beams. Pressure treated, minimum. treated Douglas Fir #2 or map—r-id mistakes In the
Rubberized preparation of these plans,the
maker cannot guarzntee against
better human error.The- ttar
membrane or m st check all dimensions and
details and mti be rezp...ble
metal type may o o for the same.Wtiythe
be used. Existing 8 5 window to be o ner before proceeding if any
Iz ror dizmvered and
reframed and a 50 (o5 sliding correction required.
glass door set installed
_ _ - - _- _ ___ CONTRACTOR:
RESC)ENGE 5.5 x 9.3 Glued laminate beam
at posts with 4x4 knee CALCON
bracing, see MBP deck tip Nathan French
-4139
Glearview 61as5 Railing sheet 5 page 3 3ntract r@g
calconcontractor@gmai I.tom
o Column caps
EGGQ665D5 ul
W U
2x10 Pressure treated 36"h Grabrail w
joists C 14" o.c. see N., N o
MBG tip Sheet 5 page 3 Lu
m
to
6x12 Pressure treated �
beam at posts with 4x4 knee LLJ 0 o
bracing, see MBP deck tip 4x10 Pressure treated beam U
sheet 5 page 3 — — -—-—- on 6x6 posts under landing, Z
see MBG tip sheet 5 page 3 Q
6x6 Pressure treated
posts typical, see MBP stair stretchers r Treated OWNER:
equally spaced
deck tip sheet 5 page 4, 6x6 Pressure PROPERTY
and floor plan for spacing. 4x4 Pressure 6" Thick concrete landing with a ADDRESS:
treated #4 rebar grid on 3" rebar chairs 1513 Wes22nd Street
treated knees. Con inuousAnacottes,WA 98221
15X15X15 Concrete footings bracing, see MBG post to per level,
at 24" or, Parcel.PI05832
typical with #4 rebar two ways tip sheet 5 page I these two posts 15X15X15 Concrete footings
set on 3" rebar chairs. Simpson 2' 6" only. Beams hung on typical with #4 rebar two ways
C55a66 at post base. sides with Simpson set on 3" rebar chairs. Simpson
HUG612 CB5Q66 at 6x6 PT post base. ISSUED FOR:
Permit
I
o Stair jack spacing not to exceed DATE:
I ,. Sept 0$2022
- deck manufacturer's recommended
I I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I II I II I II I I • REVISIONS:
I I I I I I spacing. Date Rev#
Maximum Spacing on Ceri of Stalr Stringer
SHEET
s for Transcend 1"x9" 12" CONTENTS
30X30X24"d Concrete footings Deck Elevations
these two posts only, with #4 rebar two
ways set on 3" rebar chairs. Simpson
C55Q66 at post base. select&Enhance(scalloped bottom) 9"
A61 DECK REMODEL ELEVATION Tuttle Design Firm, TranscendBSelect2"x5" 12" SHEET NUMBER
LLC is not a
III I II structu Y I call outs for structural ■O
Scale: 4 = I -0 from M Building Permint.com,as
DRAFTING BY:
DEsar
Provide two DTT2Z or four DTT1Z at deck .°
FOR COOD� e
�Q r � Floor Joist
,W� G1 l Y O { ► 2'Max. 2'Max.
from End from End
�► t yY
m RM
Joanna L Tuttle
cell 281.798.6402
�A�O� ��� joannaQwttledezign5rm.com
VVV �`� Q� DTT2� (Ledger (Ledger
FIELDS screws DTT1Z� screws NOTE:
and joist and joist While
d ew a oidt ni-k-m the
hangers not hangers not preparation of these plans,the
shown for shown for maker cannot pa ,again.`
clarity) human error.The comracwr
clarity) heck all dimensions and
details and must be responsible
A a (or the same.Notify the
o er before proceeding if any
or iz dinmv d and
correction required.
Ledger as specified
On MBG tip sheet 5, CONTRACTOR:
page 6, detail 1
CALCON
2x10 Pressure Nathan French
treated joists @ 14" 360-941-4139
o.c. see MBG tip calconcontractor@gmail.com
sheet 5 page 3
LU
36"h Grabrail v
Z
w
� o
W J
2x10 Pressure N to
treated rim joist Ledger as specified on � U
MBG tip sheet 5, page 6, O CI
detail Q
Z
2x10 Pressure Q
treated joists @ 14"
OWNER:
O.C. see MBG tip
sheet 5 page 3
PROPERTY
ADDRESS:
1513 west 2nd Se.
r Anacones,WA 98221
4x10 Pressure 6" Thick concrete Parcel P105832
treated beam on landing with a #4 rebar
6x6 posts under grid on 3" rebar chairs
landing, see MBG at 24" oc
tip sheet 5 page 3 ISSUED FOR:
ePermit
M
M
I
DATE:
18X15X18 Concrete footings Sept 08,2022
typical with #4 rebar two ways
REVISIONS:
set on 3" rebar chairs. Simpson Date Rev#
G55Q66 at 6x6 PT post base.
SHEET
CONTENTS
Deck Elevations
-Side Elevation
A7DECK REMODEL SIDE ELEVATION
Scale: 4" = 1'-0"
SHEET NUMBER
Tuttle Design Firm,LLC is not an engineering firm and is not licensed to design structural framing. The
structural call outs for structural members and connections are references from Construction Tip Sheet#5 1 .06
from MyBuildingPermint.com,as is required by the building permit department.
DRAFTING BY:
�yE DES
�MyBuildingPermittcom MyBuildingPermittcom �MyBuildingPermittcom My BuildingPermit,com o r�
aserviceo eC,t ovne Construction Tip Sheet 05 aserviceo Krt Govne Construction Tip Sheet 05 aserviceo ecrt Govnet Construction Tip Sheet 05 aserviceo ecrt Govne Construction Tip Sheet 05 .� '2•
FOgCODE�O
Basic 1fS,O Deck Construction Notes When using the tables below,interpolation is allowed,extrapolation is not allowed.
This tip s ,w 1? Y O { 118 International Residential Code(IRC)with •Design loading for decks is based on 60 pounds per square feel(PSF)live load,10 PSF dead Sizing of Structural Elements Maximum Deck Post Height
Washing load,and 1500 PSF soil-bearing capacity. Joist Spacing b /,, CJ
Maximum Deck Joist Span a c Tribute Area e
(� •The illustrations and information in this tip Sheet may be used for decks whether or not they Post 20 40 60 80 100 120 140 160 I �'
y
Typical in require a permit.See Tip Sheet 0 for when a permit is required. Joist inches Joist Back Span sbe c.d Maximum Deck Post Height a feet-inches
This docl applicable to prescriptive residential wood •All wood must be pressure-treated or naturally resistant to decay.Treat cuts,holes,and Size 12 1 16 1 24 4 1 6 1 8 1 10 1 12 1 14 16 18 44 10-0 10-0 8-7 7-0 5-8 4-1 NP NP
deck des hitect or engineer to design a deck where any of notches with end-cut solution. Allowable Joist S an aximum Cantilever feet-inches Ad'acent Joist Span feet 4x6 14-0 13-10 11-1 9-5 8-2 7-3 6-4 5-4 Joanna L Tuttle
the follov ` ,�.a, �� •Fasteners,hangers,nails,etc.,must be stainless steel,hot-dipped galvanized,or as specifically 2x6 11 7-1 5-9 1-0 P NO P NP NP 6x6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 call 281.798.6402
•The der P ,l^"� R� dwelling building required for the specified wood preservative used.The coating weights for zinc-coated 2x8 1 -5 9-5 7-8 1-0 -6 2-0 2-1 P NP P NP Sx8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 i°annaQwetlede.ignsrm.c°m
p� 9 9 2x10 3-3 11 6 9-5 1-0 -6 2-0 2-6 2-8 P NP NP a.Measured from the underside of the beam to top of footing.
•The der O " fasteners to fa in accordance with the w A 153.Provide documentation in the field showing
C j• QQ 2x12 5-5 13 10-1 1-0 1-6 2-0 2-6 3-0 3-3 P NP b.Based on Doug Fir,Hem Fir and Spruce-Pine-Fir,No.2 grade,wet service factor.
S the required fastener protection for the wood chosen for your deck. NOTE:
•The der �FIELI�� vy object,including heavy deck covering(such a.Includes Incising Factor. c.Notched deck posts shall be sized to accommodate beam size. while eye has been
•You may modify any components of this Tip Sheet using accepted engineering practices.Any b.When using composite decking,refer to manufacturer's installation instructions for d.Includes incising factor. ry attempt
as pavers) 9 P 9� 9 made m avoid mizrakez in the
•The walking surface is more than 14 feet above grade modifications must be reviewed prior to permit issuance.All attachments must be per maximum spacing of joists. e.Area,in square feet,of deck surface supported by post and footing. preparation Ofth.s.plans,the
manufacturer's installation instructions. c.Spans based on Doug Fir-Larch,Hem Fir and Spruce-Pine-Fir,No.2 grade,wet service maker cannot guarantee ap inst
•The deck ledger is attached to house overhangs,bay windows,bricks,stone,or concrete block factor. Footing Size a human errpr.The c°ntmcmr
•Visit MyBuildingPermit.com for additional Tip Sheets for stairs,handrails,and notching and st check all dimensions and
•The deck is bearing on ground with a slope greater than 1 foot horizontal for every 1 foot Diameter of a "10
boring. Side of Square Thickness details and must be respon.ible
vertical Minimum Beam Size Tributary Area b Round Footing (or the soma.Nori the
Footing(inches) inches (inches) N
•The deck is self-supporting(not attached to an exterior wall) Deck Joist S an feet o er before proceeding if any
,anmum bkh mN 5 7 8 6 pr iz discovered and
6 8 10 12 14 16 18
Ladppr a�""m°�a, a1�aiad�9maNa1 Beam Maximum Beam Span a,b,d(feet-inches) —action required.
1 M Ex ng whim ^�I^uromen� sn lliceoermanmaa�e n15 slu wa,e 40 18 20 6
Fl.amn9 a—a). fen at_d
e1 Ih m'y°e 4x6 5-2 4-6 4-0 3-5 3-1 2-10 2-7 4
sae Beall+^a pa9a sae Pa9esror9aaNmll 4x8 6-11 6-0 5-3 4-7 4-1 3-8 3-5 80 25 28 9
Just Hanper ks,er�eaep"nr Rer«+aHeaa w9e
Jekt 4x10 8-5 7-4 6-6 5-10 5-2 4-9 4-5
oax-`Ire ,id spat
� sappm b.u.rerevmnitt,ree 4x12 9-10 8-6 7-7 6-11 6-4 5-9 5-4 120 30 34 12 CONTRACTOR:
6x6 6-6 5-7 5-0 4-7 4-2 3-9 3-5 13
—hg Rderb Taae«,-.a. 6x8 8-8 7-6 6-8 6-1 5-6 5-0 4-7 160 1 35 1 40 15
Jaw o a r«a"""B09a , yam sM am srens 6x10 10-7 9-2 8-2 7-6 6-11 64 5A 0 a.Footing dimensions shall allow complete bearing of the post.
"cp'reno-.�bRB ��IfeeM 6x12 12-4 10-8 9-7 8-9 8-1 7-7 7-1 b.Area,in square feet,of deck surface supported by post and footings. CALCO N
edrorle°tdg« z ^es ¢� a.Spans based on Doug Fir-Larch,Hem Fir and Spruce-Pine-Fir,No.2 grade,wet service Nathan French
as a.nore9reea a«a ro.:«aa: •.see deter
acu—,,e"igdh, p°1eoaga7 factor.
See Page 8 pp.aeaam masmum b.If 2x built u beams to make 4x or 6x beams,the shall be fastened with two rows of 1 Od tr mn.fmp aeot
�l for LaOger "`s eck. N,here pbwa kp9M.see pa9e4 P y hemareble calls Menufadursdpop«.,mea°r Typl®1 P.T.poet 360-941-4139
�spJ f �a°°e.�u"e pe°u^rkumer
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Deck Ledger and Connections Connections and Fasteners Guards&Attachment Q
Deck Ledger Connection to Band Joist EXTERIOR SHEATHING (All fasteners,nails,bolts,screws,and connectors must be corrosion resistant.) Guards are required when the deck is more than 30 inches above grade.)
On-Center S acin of Fasteners inches EXISTINGSTUD WALL
Joist Span c Y inch diameter lag %inch diameter bolt %inch diameter bolt Existing 2,BAND JOIST T e of Connection: Notes: OWNER:
feet screw with%inch with%-inch screw with 1-inch OR ENGINEERING RIM Manufactured Connectors Follow manufacturer's instructions 2x2 Baluster,typical
(feet) BOARD
maximum sheathin b c maximum sheathin c maximum sheathin d __ Post to FootingPost base is required 6'-0"max.spacing 2x6 or 514 board all cap:attach
6 22 36 35 DECK JOIST to guard post with 3#12 b 3"
Post to Footing(High Winds Consult with jurisdiction about additional uplift loads where wind g p () y PROPERTY
8 16 31 26 s""" ( 9 ) exposure is greater than Risk Category B long screws or(3)16d threaded
10 13 25 21 ruri IAGSCREWSORSOLT3
Post to Beam Connector is required nails with 0.148 nominal ADDRESS:
12 11 20 17 diameter 1513 West 2nd Street
Ledger to House Girder
See information nailed
Sheet 5 and Sheet 6 2x4 to and bottom:attach to
14 9 17 15 .�-` P Ana<orces,WA 98221
16 8 15 13 'k" JOIST HANGER Joist to Beam or Girder 3 8d—Toe nailed I guard post with(2)Sd threaded
Blockin or Brid in to Joist 2 10d—Toe nailed at each end Parcel:PI D5832
18 7 13 11 Wooden Deck Boards 2 8d threaded nails OR 2 No.8 screws nails or(2)#8 wood screws
a.Ledgers shall be flashed in accordance with Section R703.4 to prevent water from Composite DeckingFollow manufacturer's instructions
z 2 1l2"long on inside face
contacting the house band joist. Lag screw or bdl Stagger fasteners in 2 rows 4x4 guard post,typical
b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. 2•min. Do Not Notch
c.Sheathingshall be wood structural anal or solid sawn lumber.
s t/r min.for 2,8 P s t/z•min.for zxlo Post to Beam Connection with Knee Brace I I 2 z 8 nominal rim or outside
d.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, s'max. 11 *min.for zxiz (Knee braces are required on posts greater than 4 feet in height.) e e joist,minimum
lumber,or foam sheathing.Up to 1/2-inch thickness of stacked washers shall be permitted to ai— — �— 2 5/8'diameter Openings shall Attach balusters at top and bottom with
substitute for u to 1/2-inch of allowable sheathing thickness where combined with wood �4•'"i" g () () p ISSUED FOR:
P 9 a 1,3 to Migm of dhe pose. throw h-bolts not allow the 1 #8 wood screw or 2 8d ost-frame
structural anal or lumber sheathing. Lodger 'DisWnca can be retlucetl to whichever is greater B°mn spilaes tnuct occur
P g. z•min. v.rppals wit Inn.mn.beanng and washers passage of a 4" threated nails with 0.135 nominal Permit
e.For on-centers spacing of specialized fasteners refer to the manufacturer's installation a yr spacing
screws are used or °
P 9 P Minimum edge distance for f bon spacing is r.ducatl to Cdrmslon resin+e„r, diameter sphere diameter
instructions. specialized screws.Be, that of lag screws to attach 2x8 matt coldmn pep. Order beam
manufacturers technical bulletin. ledgers to 2x8 band Joists FOII°w manufacturers DATE•
inslallawm instructions. ,f. 4x4 in.pop •
Placement of Lag Screws and Bolts in Ledgers and Band Joists
Minimum End and Edge Distance and Spacing Between Rows \\ A Y-o.D.9elyeNrad wit ®e•9-o.p.max.Tyra Sept 0$2022
Detail 1—Ledger Attachment for Lateral Loads m p.th—dmdW
1 urc&_.h«a fir
(Knee breves are required on posts greater gha 4feet in neighL) E 7 0 REVISIONS:
Top Edge Bottom Ede Ends Row Spacing45" ax4knee mace
wao-tlown« sMawng zkn,I,„d s•mat
2 inches d 3/4 inch 2 inches b 1-5/8 inches b te,�ry„ a SWI, to Date Rev#
Band joist c 3/4 inch 2 inches e 2 inches b 1-5/8 inches b ce a Fb«.Mamir,g ne,tvq rosnoq (11319'atamebrtnru-0Ml ar 7n' Min.leooz
.l s-oo.max A inmate Knee Breee Datad: hap screws with washers,top&whom tenson deuce SeetionA
w.m Not04own� peLkxg 2x4kree scope ycs mead ea.sideW {rypicsl)
a.Lag screws or bolts must be staggered from the top and bottom along the horizontal run. Flashing post and issem w10,4-1sd nailsat each Pressum bested 1 W o.D.a km.imd bat SHEET
See figure below. Jpips Pepe and p«Inep"pn woad Po.1 B or mfPegewg""B1*
7' kbg
b.Maximum 5 inches. awt Hares nut. pctn CONTENTS
c.For engineered rim joists,the manufacturer's recommendations govern. o is Treated 2.Weer rmh. Ti Sheer
d.The minimum distance from the bottom row to the top edge of the ledger must be in 2x0 min.tleck 2,dn PJoiab8nms 2'/�ninaMS'op
accordance with figure below. T.
7sor c ty lweddown devicee.2 inches may be reduced to p welch when the band joist is directly supported by a W Note:aM 4 bt, I hint e f FIcOf Ht4 above details for guard Oonne,3ions or provide engineered Minmudsill,header,or by double top wall plates. longma deck and wnnin2nof design that straws Guards can resist a single concentrated load
eactr mbrer (20 atta pplied in any direction tang struck longMatopand SectionB
haattachment tlevices antl wppprling structure to o-ansfer this wy treaded aredumper lag screw badto a pna[e sttucWral elements of thebuilding per IBC
Option#1 «e01.wtm.mnimumaab Option#2 se9fso .t
embedment inb edict keminp.
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PAGE 5 Of 8 PAGE 6 of 5 PAGE T Of 8 PAGE 8 OF 6®ice Gmnet /tee®ice Lnv�.n.tLnnet -eC Lpvrenat 1 .07
H R HARTING, JR CONSULTING ENGINEER
212 WELLS AVE. S. SUITE F,RENTON WA. (425)271-4242
36" RAIL HEIGHT SURFACE MOUNT COMPONENT GLASS PANEL INSERTS
Configuration#1: Two end posts with two end sleeves free standing
Product Evaluation
KDL Enterprises, Inc. 6 December 2005
WESTERN CLEARVIEW RAILING SYSTEMS Revised Ed. March 18t", 2016
INTRODUCTION
Harting Consulting Engineers witnessed uniform and concentrated load tests of ClearView Railing's
Surface Mount, Glass infill panel guardrail assembly manufactured and tested at ClearView Railing
Manufacturing plant in Kent, WA.
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Testing was conducted 20 July 2005 in accordance with the International Building Code, 2003
edition, Section 1607.7.1 handrails and guards, Section 1607.7.1.1 concentrated load,
Section 1607.7.1.2 components and for Glass infill, section 2407 handrails and guards.The
Revision as of March 18th, 2016 does comply with the International Building Code, 2015
Edition.
DESCRIPTION
The guardrail system consists of 36" high x 78"on center baluster spacing, surface mount, extruded
aluminum balusters and rails and W tempered glass infill panels. Balusters are welded to aluminum
base plates. Base plates are attached with (6)#14 x 3" stainless steel pan head screws to 2x8
hem-fir#2 deck framing members(deck structure sketch enclosed).
The top rail runs continuously over the top of the interior balusters and mounts into sleeves at the
corner posts. Top rails attach to intermediate posts with a post mounting bracket. Bottom rails
extend from baluster to baluster and attach with rail clips screwed to the post with #10 x 1 W,
screws. W tempered glass panels are positioned between the top and bottom rails in pressure
fitted rigid vinyl inserts.
Baluster posts are 1 5/8"x 1 5/8"x 0.080" internally stiffened extruded aluminum tubes welded to
W aluminum base plates. Intermediate balusters are welded to a W,x 6" gusset plate and W x 3 c
x 5 %" base plate attached with (6) fasteners. Corner Balusters are welded to W x 3 %"x 3 %"
base plate attached with (4) fasteners. See attached drawings for extrusion details, materials and
specifications.
TEST CONFIGURATION
(1)6-6" bay X 36" high rail with no return or attachment to the wall.
TEST DECK CONFIGURATION
The 16-10"wide x 11'-2" deep test deck was framed from 2x8 rim joist at a frame wall to a single
2x8 rim joist with 2x8 hem-fir#2 joists @ 16" o.c. perpendicular to the 16-10"width. Double
blocking was added at each corner and at intermediate balusters. The frame was bolted to a
three beam steel test frame and sheathed with'/" CD-X plywood. Refer to attached drawing for
test deck framing and details.
TEST EQUIPMENT
AIR RAM TO APPLY LOAD: Econo-Ram II model #FW2F110521, Serial Number EW323266A, 250
PSI GUAGE TO MEASURE APPLIED FORCE: Dyna Link Model MSI-7200, Serial Number 45954,
capacity 2000 Digital gauge.
Tape measure will measure gross deflection, chain and connectors for attachment and hardware
to attach to railing.
TEST PROCEDURE
A. INFILL GLASS PANEL LOAD: Apply a force of 50 pounds x safety factor of 4 = 200 pounds
minimum at the center of the glass panel, measure gross deflection and release load to inspect
for permanent deflection and any other damage. Load applied with 10" diameter glass suction
cup.
B. TOP RAIL CONCENTRATED LOAD: Apply a concentrated load up to the code required
minimum 200 pounds to the center of the top rail and incrementally measure deflection up to the
maximum load. Release load and inspect for permanent deflection or damage.
C. CONCENTRATED LOAD AT TOP OF BALUSTER: Apply a concentrated load up to the code
required minimum 200 pounds to the top rail baluster and incrementally measure deflection up to
the maximum load. Release load and inspect for permanent deflection or damage.
D. TOP RAIL UNIFORM LOAD: Apply concentrated loads at%points with a spreader bar(226#
minimum total load) to approximate uniform load of 50 pounds per linear foot. Incrementally
measure deflection at the mid point of the rail up to the minimum code required uniform load.
Release load and inspect for permanent deflection or damage.
E. CONCENTRATED LOAD AT MID POINT OF TOP RAIL: Apply a concentrated 200 pound x
safety factor of 2 =400 pound load at the center of the top rail and measure total deflection.
TEST RESULTS (
A. INFILL PANEL TEST—%4"'x 36 7/8"x 72" tempered glass panel. Load applied 0 to 204#,
No permanent deflection or visible deformations.
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B. RAIL POINT LOAD—Load applied 0 to 210#, deflection = 1 W at maximum load, load
Returned to zero with no permanent observed distortion to any
structure. r
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C. POINT LOAD TO BALUSTER— Load applied 0 to 216#, deflection = 2°, load returned to
zero with no permanent observed distortion to any structure.
D. UNIFORM LOAD TO RAIL—Load applied at%points, total load applied 0 to 306#,
Deflection = 1'/° @ center, load returned to zero with no
permanent observed distortion to any structure.
E. TOP RAIL MID POINT CONCENTRATED LOAD—388#concentrated load, deflection = 2'/z"
CONCLUSIONS
The guardrail system and installation as described and drawn in this report meets the design
loading requirements of the International Building Code, 2012 edition, sections 1607.8, 1607.8.1,
1607.8.1.1 and 2407.1.
Respectfully submitted,
Hubert R. Harting, PE
Consulting Engineer 17456
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TEST DECK CONFIGURATION 41:
36" RAIL SURFACE MOUNT COMPONENT SYSTEM WITH GLASS INFILL PANELS
TEST A: INFILL LOAD TEST WITH 72" GLASS PANEL
WEIGHT DEFLECTION
0 LBS. 72.00"
140 LBS. 71.50"
204 LBS. 71.25"
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36" RAIL SURFACE MOUNT COMPONENT SYSTEM WITH GLASS INFILL PANELS
TEST B: CONCENTRATED LOAD TEST AT MID POINT OF TOP RAIL
WEIGHT DEFLECTION
0 LBS. 72.00"
90 LBS, 71.50"
168 LBS. 71.00"
210 LBS. 70.75"
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TEST DECK CONFIGURATION#1:
36" RAIL SURFACE MOUNT COMPONENT SYSTEM WITH GLASS 1NFILL PANELS
TEST C: CONCENTRATED LOAD TEST AT A SINGLE POINT AT TOP OF POST.
WEIGHT DEFLECTION
Q LBS. 72.00"
50 LBS. 71.50"
118 LBS. 71.00"
160 LBS. 70.50"
216 LBS. 70.Q0"
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TEST DECK CONFIGURATION#1:
36"RAIL SURFACE MOUNT COMPONENT SYSTEM WITH GLASS INFILL PANELS
TEST D: UNIFORM LOAD TEST AT 3 EQUALLY SPACED POINTS AT MID POINT OF TOP
RAIL.
WEIGHT DEFLECTION
0 LBS. 60.00"
100 LBS. 59.50"
200 LBS. 59.00"
260 LBS. 58.50"
306 LBS. 58.25"
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TEST DECK CONFIGURATION#1:
36"RAIL SURFACE MOUNT COMPONENT SYSTEM WITH GLASS INFILL PANELS
TEST E: SINGLE CONCENTRATED LOAD AT MID POINT OF TOP RAIL.
WEIGHT DEFLECTION
0 LBS. 72.00"
114 LBS. 71.50"
170 LBS. 71.00"
250 LBS. 70.50"
336 LBS. 70.00"
388 LBS. 69.50"
410 LBS. 69.62"
420 LBS. 69.37"
50
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PHYSICAL AND MECHANICAL _
PROPERTIES FOR TREX
TRANSCEND° AND TREX ENHANCE"'
METHODTEST VALUES
Flame Spread(a) ASTM E84 70(Transcend)/75(Enhance)
Typical Trex®Values for Coefficient of Thermal Expansion/Contraction
(36"(91.4 cm)long samples)
Thermal Width 35.2 x 10-6 to 42.7 x 10-6(inch/inch/°F)
644 x 10-6 to 776 x 10-6(length/length/°C)
Length 16.1 x 10-6 to 19.2 x 10-6(inch/inch/°F)
297 x 10-6 to 356 x 10-6(length/length/°C)
Moisture Typical Trex Values Typical Trex Values
for Long-Term Water for Constant High Humidity
Immersion
(36791.4 cm long samples) (6715.2 cm long samples)
Width-3% '1%
Nail Withdrawal ASTM D1761 163 Ibs/in(1.12 Mpa)
Screw Withdrawal ASTM D1761 558 Ibs/in(3.85 Mpa)
Fungus Resistance(White&Brown Rot) ASTM D1413 Rating=No Decay
Termite Resistance(c) AWPAEI-72 Rating=9.6
ULTIMATE(TYPICAL)VALUES DESIGN VALUES
Compression Parallel(d)(e) ASTM D198 1,588 psi(10.94 Mpa) 540 psi(3.72 Mpa)
Compression Perpendicular(d)(f) ASTM D143 1,437 psi(9.90 Mpa) 540 psi(3.72 Mpa)
Bending Strength(d) ASTM D198 3,280 psi(22.61 Mpa) 500 psi(3.45 Mpa)
Shear Strength(d) ASTM D143 1,761 psi ( 12.14 Mpa) 360 psi (2.48 Mpa)
Modulus of Elasticity(d) ASTM D4761 412,000 psi(2840.64 Mpa) 200,000 psi
(1378.95 Mpa)
Modulus of Rupture(d) ASTM D4761 3.280 psi (22.61 Mpa) 500 psi (3.45 Mpa)
Thermal Conductivity ASTM C177 1.57 BTU-in/hr-ft @85°F(.0023 W/cm/°C)
NOTES.
(a)Corresponding Smoke Developed Index is 300.
(b)Values shown are for reference only.These values should not be used to calculate gapping for Trex.Follow Trex installation literature for proper width-to-width
and end-to-end gapping information.
(c)Material weight loss was 0%.
(d)Ultimate strength values are not meant for design analysis.Testing performed on a 1"x 5.5"(2.5 cm x 14 cm)cross section.Design values are for temperatures
up to 1307(54°C).
(e)Compressive strength parallel to the length.
(f)Compressive strength perpendicular to length.
Have Questions? NOTE.Construction methods are always improving.Please ensure you
i-800-BUY-TREX have the most up-to-date installation instructions by visiting:treX.COM