HomeMy WebLinkAboutPermit File BLD-2022-0406 4113 R Avenue 1 C} City of Anacortes Invoice/Permit#: BLD-2022-0406
904 6th Street
Applied date: 05/27/2022
P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 06/07/2022
_� t►�:
(360) 293-1901 Expire date: 12/04/2023
Job Address: 4113 R AVE Permit Type: Single Family Interior Only Alteration Permit
ANACORTES WA98221-3643 Project:
APN: P57971
Remarks: Finish work from a previous expired permit(BLD-2018-0695)which included an addition, interior remodel, and rebuild
deck. Owner: 269-208-3878 mlee@andrews.edu
Owner: MARTIN &SARAH LEE Contractor: HEDLUND BUILDERS
Address: 4113 R AVE Address: PO BOX 55
ANACORTES WA 98221-3643 LA CONNER WA 98257-0055
Phone: Phone: (360)708-3646
License#:
General Information: Fees:
Use Zone R1 Building Permit Fee 783.75
Deck Square Footage 850 Plan Review Fee 509.44
Building Valuation 70000 State Building Code Fee Resi 6.50
Stove, Appliance 1 Mechanical Permit Fees 95.95
#of Heat Pumps<= 3 Hp 1 Plumbing Permit Fee 118.00
#of Ventilation Fans 3 Total Calculated: 1,513.64
#of Range Hoods 1 Deposits/Receipts: 0.00
#of Tubs, bath 2
#of Clothes Dryers 1 Total Due: 1,513.64
#of Clothes Washers 1
#of Dishwashers 1
#of Gas Water Heaters<= 100k 1
#of Showers 1
#of Kitchen Sinks 1
#of Hand Sinks 4
#of Water Closets(Toilets) 3
#of Water Piping 1
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
GAT Y 0
t PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT
17 Mailing Address: P.O. Box 547,Anacortes, WA 98221
`1C0 Office Location:904 6th 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
4113 R Avenue P 57971
SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 0.45 acres
lot 14 Mountain View Park R1 SQ. FT.
TYPE OF PROJECT
NEW x ADDITION REPAIR x REMODEL CHANGE OF USE
x SFR Duplex El 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 x YES HNO
f YES,provide the permit/application number: expired permit#BLD-2018-0695 for same project
PROJECT SUMMARY: PROJECT VALUATION
Finish the previously started addition, interior remodel, and deck rebuild (Cost of Materials& Labor)
$ $70k
PROPERTY OWNER INFORMATION
NAME PHONE
Sarah and Martin Lee 269 208 3878
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
4113 R Ave, Anacortes, WA 98221 mlee@andrews.edu
CONTRACTOR INFORMATION
NAME* PHONE
Hedlund Builders 360 708 3646
CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION
*All Contractors&Subcontractors must have a valid City HEDLUB005BE
of Anacortes business license prior to doing work in the UBI# EXPIRATION
City.
602 000 232 01/01/2023
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
PO Box 55, LaConner, WA 98257
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CONTACT PERSON -Select one person the city will contact for anything related to this project:
❑APPLICANT ❑PROPERTY OWNER ❑CONTRACTOR X❑OTHER(LIST BELOW)
NAME PHONE
Brooks Middleton, Architect 360 293 0106
ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS
2415 T Ave Suite 202, Anacortes, WA 98221 brooks@brooksmiddletonarchitect.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
N/A
ADDRESS(STREET,CITY,STATE,ZIP) EMAIL ADDRESS
ACKNOWLEDGEMENTS & SIGNATURE
Read and initial each of the following statements prior to signing this application:
1 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.
1 understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the
City longer to process my permits.
1 understand and acknowledge that 1 could be responsible for providing as-built drawings(on paper
or electronically)as part of the project's certificate of occupancy process.
1 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.
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.
1 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. 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.
May 25, 2022
SIGNAT DATE
Martin Lee
PRINTED NAME
Res.Building Permit Application Submittal Checklist
Updated December 2021
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SUBMITTAL CHECKLIST
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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-5,attached)
Stormwater Site Plan X X X X
❑ Site Plan & Landscape Plans- requirements listed on Form X X X X X
BP-6
x] Structural Plans&Calculations X X X X X
�x Energy Code Plans& Forms X X
Manufacturer's Specifications/Cut Sheets X
Copy 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-
EngineerinR 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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Updated December 2021
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FORM 1313-2: STRUCTURE AND SITE INFORMATION
PROPERTY WHERE WORK IS OCCURRING
ADDRESS 4113 R Avenue
PARCEL NUMBER(S) P 57971
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 no change to existing
AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD
11T FLOOR: no change to existing previously permitted sf
2ND FLOOR: no change
3RD FLOOR: N/A
BASEMENT: N/A
GARAGE: no change
TOTAL DECK: 850 new (replaced deck-original has been removed)
TOTAL PORCH: N/A
OTHER:
OTHER:
OTHER:
QUESTIONS ABOUT THE PROPOSED STRUCTURE
Is a fire sprinkler system being installed? ❑YES ❑NO
Is a monitored fire alarm being installed? EYES ❑NO
Are retaining wall(s) being built? DYES ❑NO
Are structural plans required? [j]YES ENO
PROJECT SITE INFORMATION
A. Is work within the City's right-of-way proposed? DYES ❑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 Fx-J 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 DYES EINO
(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? ❑YES K 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.
Z 05_0 e��- ��
May 25, 2022
SIGNAT DATE
Martin Lee
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 1 1
Heat Pump 1 1
Air Conditioner/Handler
Radiant/Hydronic Heating
Exhaust Fans 3 3
Range Hood 1 1
Fireplace
Clothes Dryer&Duct 1 1
Stove/Range/Oven 1 1
Refrigeration Unit 1 1
Gas Piping/Outlet(s)
Boiler BTUs:
Other
L TOTAL MECHANICAL OUTLETS 9
PLUMBING FIXTURES
FIXTURE TYPE (NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL
Toilets 3 Refrigerator water supply
Kitchen Sink 1 Pressure Reduction Valve/ Regulator
Utility Sink Water Service Line
Tub 2 Water Piping
Hand Sink 4 Washing Machine 1
Shower 1 Electric Water Heater:Tank-less? Yes❑ No❑
Dishwasher 1 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 13
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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 or 15t page) must include:
x Site address
x Parcel number
x x Lot number(if applicable)
Lot size
Lot coverage no change
impervious surface coverage no change
x 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,
x Multi-Family, and Mixed-Use Structures must also include door and window
schedules.
NA Plumbing, duct, and electrical layout. Penetration protection must be shown.
x Opening headers,size, and material.
x Cross section details,showing typical foundation,floor,wall,ceiling and roof
construction and insulation.
x Structural members labeled as to size and spacing as well as bracing, blocking,
bridging, special connectors, and anchor bolts.
x Details documenting energy code compliance.
Exterior building elevations demonstrating compliance with applicable
x structure type design standards (small lot, duplex, or ADU) and maximum
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
NA natural topography at the foundation at the front of the building.
no change • 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)).
x Special details as needed (i.e., stairs,fireplaces, special construction).
x Insulation and insulation values of walls, slab,floors, and roof/ceiling.
no change 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
Total Area Converted from Vegetation to
Lawn or Landscaped Area
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HARD SURFACE AREA CALCULATION
Proposed Proposed
DESCRIPTION Existing Removed(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
(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
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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 No 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
Yes
Yes Does the project result in 2,000
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.
IF
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. iNo
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.1Atvvvvv.ecy.wa.govIcopyright.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 �No
7pspulyace
mum Requirements#1 through#5
to the new and replaced hard Minimum Requirement#2 applies.
rfs 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 NO
converted vegetation areas. related project?
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?
Yes All Minimum Requirements apply to the new and replaced
hard surfaces and converted vegetation areas. Yes
Figure 1-2.4.2
Flow Chart for Determining Requirements for
Redevelopment
DEPARTMENT OF Revised June2015
ECOLOGYPlease see http/ibuww.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washingtoni 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.
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
2018 Washington State Energy Code—Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family—New&Additions(effective February 1,2021
These requirements apply to all IRC building types,including detached one- and two-family
dwellings and multiple single-family dwellings(townhouses).
Project Information Contact Information
Complete remodel and addition to 4113 R Ave J Brooks Middleton Architect
2415 T Ave Suite 202 Anacortes WA
Instructions:This single-family project will use the requirements of the Prescriptive Path below and
incorporate the minimum values listed. Based on the size of the structure,the appropriate number of
additional credits are checked as chosen by the permit applicant.
Provide all information from the following tables as building permit drawings:Table R402.1-Insulation and
Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3-Energy Credits.
Authorized RepresentativeI =�Date
All Climate Zones(Table 11402.1.1)
R-Value a U-Fa r a
Fenestration U-Factor b n/a 0.30
Skylight U-Factor" n/a 0.50
Glazed Fenestration SHGC b,e n/a n/a
Ceiling e 1 49 i I R 38 @ vault 0.026
Wood Frame Wall g-" 21 int 0.056
Floor 30 0.029
Below Grade Wall`-" 10/15/21 int+TB 0.042
Slab dfR-Value& Depth 10, 2 ft n/a
R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity that is less
a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix
Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights.
"10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on
the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c the interior of the basement wall. "10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB"
means R-5 thermal break between floor slab and basement wall.
d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1.
For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth
e extends over the top plate of the exterior wall.
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall
meet the requirements for thermal barriers protecting foam plastics.
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
g climate zone 5 of ICC 400.
Int. (intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard
h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10
insulation.
Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1
2018 Washington State Energy Code-Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family-New&Additions (effective February 1, 2021)
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel
normalization credits) and Table 406.3 (energy credits)to achieve the following minimum number of
credits.To claim this credit,the building permit drawings shall specify the option selected and the
maximum tested building air leakage, and show the qualifying ventilation system and its control sequence
of operation.
1. Small Dwelling Unit: 3 credits
Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area.
Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit:6 credits
All dwelling units that are not included in#1 or#3
3. Large Dwelling Unit:7 credits
oor area
4. Additions less than 500 square feet: 1.5 credits
Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4.
Summary of Table R406.2
Heating Credits-select ONE
OptionsF Fuel Normalization Descriptions heating option User Notes
1 Combustion heating minimum NAECAb 0.0 ❑
2 Heat pump` 1.0 ❑ 1
3 Electric resistance heat only-furnace or zonal -1.0 ❑
4 DHP with zonal electric resistance per option 3.4 0.5 ❑
5 All other heating systems -1.0 ❑
Energy Credits-select ONE
Options Energy Credit Option Descriptions energy option from each
p category
1.1 Efficient Building Envelope 0.5 ❑
1.2 Efficient Building Envelope 1.0 ❑
1.3 Efficient Building Envelope 0.5 ❑
1.4 Efficient Building Envelope 1.0 ❑
1.5 Efficient Building Envelope 2.0 ❑
1.6 Efficient Building Envelope 3.0 ❑
1.7 Efficient Building Envelope 0.5 ❑
2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑
2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑
2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑
2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑
3.11 High Efficiency HVAC 1.0 ❑
3.2 High Efficiency HVAC 1.0 ❑ 1
3.31 High Efficiency HVAC 1.5 ❑
3.4 High Efficiency HVAC 1.5 ❑
3.5 High Efficiency HVAC 1.5 ❑
3.61 High Efficiency HVAC 2.0 ❑
4.1 High Efficiency HVAC Distribution System 0.5 ❑
4.2 High Efficiency HVAC Distribution System 1.0 ❑
Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2
2018 Washington State Energy Code—Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
New&Additions (effect February 1,2021)
Summary of Table R406.2(cont.)
Energy Credits-select ONE
Energy Credit Option Descriptions(cont.) energy option from User Notes
Options each category d
5.1d Efficient Water Heating 0.5 ❑
5.2 Efficient Water Heating 0.5 ❑
5.3 Efficient Water Heating 1.0 ❑
5.4 Efficient Water Heating 1.5 ❑
5.5 Efficient Water Heating 2.0 ❑
5.6 Efficient Water Heating 2.5 ❑
6.1e Renewable Electric Energy(3 credits max) 1.0 0
7.1 Appliance Package 0.5 ❑
Total Credits 2 LLOJ I CLEAR FORM
a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W,
whichever is bigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4)or C403.3.2(5)
c. Equipment listed in Table C403.3.2(1)or C403.3.2(2)
d. You cannot select more than one option from any category EXCEPT in category S.Option 5.1 may be combined
with options 5.2 through 5.6.See Table 406.3.
e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max.
See the complete Table R406.2 for all requirements and option descriptions.
Please print only pages 1 through 3 of this worksheet for submission to your building official.
Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3
STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE NAILS, BOLTS,AND METAL CONNECTORS FOR WOOD
WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS) FOR NOTE:
ALL MATERIALS,SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING RAISE STEM WALL AS REQ,D AT PERIMETER AREAS SHEAR WALL PER
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL WHERE NEEDED DUE TO GRADES. 5/8" ABS@ 4'-0" O.C. PLAN
MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: Project Name:
DESIGN LOADS (2)#4 CONT TOP
NAIL SHANK 0 MIN LENGTH STUD WALL PER 4 113 R Improvements
PROVIDE BLOCK OUT
DEAD LOADS: FRAMING PLAN NOTES
8d COMMON 0.131Q1 2 1/2" SHANK AT DOOR OPENINGS ROOF 12 PSF NOTE: COUNTERSINK ADDITIONAL
FLOOR 12 PSF 10d COMMON 0.1480 3" SHANK SLAB ON GRADE AND WHERE CONCRETE WALL WITH END STUD AS REQ'D
SHEATHING AND SUBGRADE PER HT> 2'-6" EXISTS, ROD MAY
SHEAR WALL PER HOEDOWN PER PLAN
LIVE LOADS:
12d COMMON 0.1480 3 1/4" SHANK NAILING PER PLAN FOUNDATION PLAN 4"� PERFORATED PVC PIPE PER EXTEND 24" MIN INTO WALL W/ PLAN
ROOF (SNOW LOAD) 25 PSF 16d COMMON 0.1620 3 1/2" SHANK z Q #4 @ 12" OC EA WAY LOCAL CODES WITH 6" OF 1° NUT&WASHER AS SHOWN SOLID FILL JOIST
RESIDENTIAL 40 PSF CENTERED IN WALL MINUS GRAVEL ALL AROUND, SPACE BELOW HD Architect's Project Number:
PAVING OR FINISHED WRAPPED IN NON-WOVEN CHORDS
DECK 60 PSF 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING GRADE PER ARCH °0 N
MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED _ _ GEN 1 8" LE FABRIC. SLOPE RN 1809
EARTHQUAKE LOADS: WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS DRAWINGS a X X DRAIN 1RF PER 1 NS MIN.TURN COUNTERSINK ADDITIONAL
o°o °oo°o °o DOWN PERFORATIONS AS SHOWN END STUD AS REQ'D TT
ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. O O HOEDOWN PER PLAN
EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. o 00 00 °o 00 i i ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS °o0 °0 0°0 0°o O o°o a I I THREADED ROD AS REQ'D
SITE CLASS D _ _ THREADED ROD AS REQ'D I I
OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE o°p o ® o THREADED ROD AS REQ'D I I PER PLAN. INSTALL
SHORT PERIOD SPECTRAL RESPONSE ACCEL(Ss) 1.106 SHANK AND THREADED PORTIONS PER NDS 11.1.3. z O 00°0 �° O ?o0.0 -III-III- O O ° 0° O FOR HOLDOWN W/ NUT AND PER PLAN. INSTALL I I W/HILTI HIT-HY 200 EPDXY Project Address:
ONE SECOND SPECTRAL RESPONSE ACCEL(S,) 0.437 O o ° O O o 0 a WASHER AT BASE. EXTEND W/ HILTI HIT-HY 200 EPDXY
SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL S 0.780 CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, CATALOG ° OOO O O ` 0 O o ROD INTO FTC,TYP UNO 4 113 R Avenue
( os)
ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL(SDI) 0.455 TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE O ° ° ° OO ° O l� JJ O °oIL I I a I Anacortes, WA 9822 I
RISK CATEGORY II WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED O O °O ° o ° ° O Q a I I I I u ° I .
SEISMIC IMPORTANCE FACTOR 00 1.0 BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, O 0 °°O oO -® _ ® c 0 0 0 oO °a a a TOP OF FTG Nil
I a I I I I o ° d16. (�
SEISMIC DESIGN CATEGORY D SCREWS, OR BOLTS IN EACH MEMBER. O OD o O -- O 0 o0 0 O a ° as l� a I . . VERIFY 1/2"
BASIC SEISMIC FORCE-RESISTING SYSTEM PLYWOOD SHEAR WALLS I d „
II @
RESPONSE MODIFICATION FACTOR, (R) 6.5 INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE / =1 I I-1 I I-III. I ° ° . d '4 1 1 < AB 4-0
MINIMUM AS MEMBERS CONNECTED. FOOTING DRAIN / 8" m � a a a � (MIN)
REDUNDANCY FACTOR (p) 1.0 (MINIMUM) PER TYP DETAIL u /A a a I I , ` ° a: Owner:
SEISMIC RESPONSE COEFFICIENT(Cs) 0.120 / LINE OF MAX EXCAVATION. a II - a a a 4 a d d a
GALVANIZATION / ALT HOOK AS IF SOIL IS OVER EXCAVATED, I I a a.' a Martin and Sarah Lee
W=TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. 1-4 SHOWN REPLACE WITH LEAN MIX ° a � a
UNLESS NOTED OTHERWISE STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED (3)-#4 BOTTOM CONCRETE.
BASE SHEAR (V), V-CSW- R° W ACCORDING TO THE FOLLOWING TABLE: FIRM BEARINGCOMPOACTIL OED
WIND LOADS: UNTREATED ACQ-C CBA-A OTHER OTHER PT
STRUCTURAL FILL ,� EXIST CONCRETE WALL
GALVANIZATION WOOD CCA-C SBX ACQ-D CA-B BORATE ACZA WOOD
BASIC WIND SPEED (3 SECOND GUST) 115 MPH G90 X X X
TYPICAL STEM WALL DETAIL TYPICAL FOOTING DRAIN H��LDO ��NDETAIL NEW FOOTING H��LDO ��NDETAIL EXIST FOOTING owner's Address:
EXPOSURE B SCALE: 1" = V-0" SCALE: 1" = 1'-0" " = " = PO Box 756
KZT 1.0 G185 X X X X X X Anacortes, WA 98221
HDG X X X X X X
SPECIAL INSPECTIONS
STT300 X X X X X X X X
SPECIAL INSPECTIONS SHALL BE PROVIDED IF REQUIRED BY THE CITY OF ANACORTES BUILDING DEPARTMENT. G90= 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA
STRUCTURAL OBSERVATION IS NOT REQUIRED. G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA
HDG = HOT DIP GALVANIZED Drawn:
FOUNDATIONS: SPREAD FOOTINGS SST300=TYPE 316L STAINLESS STEEL STAGGER NAILS ON EA SIDE
OF PANEL JOINT PANEL EDGE NAILING 3 I October 2018
ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED) TIMBERSTRAND, MICROLLAM,AND PARALLAM MEMBERS
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT -n-------�- - ------n n n r' rn PANEL EDGE NAILING INTO
AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A 1.1 1.1 101 101 101 1.1 1 10I
ABOVE, UNLESS NOTED OTHERWISE. STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME,
I I I I I I I I I I I I I I 1 HOLDOWN CHORDS,TYP
PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS I I I I I I i 1 11.I Revised:
IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR SHALL MEET THE FOLLOWING MINIMUM STANDARDS: I 1 I I I I I I I I I I I 1 I INTERMEDIATE
MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE HEADER PER PLAN 1 I I I I I I I I I I 11 1 I 1 NAILING @ 12" OC 30 November 202 1
THAN 10% FINES (PASSING THE#200 SIEVE). SIZE CLASSIFICATION SPECIES GRADE Flo (PSI) Fv(PSI Fc (PSI) 1 I.1 I•I I'I I'I I'I I•I 11.
•11 II II I I II II II II I 1
BEAMS & POSTS (d < 9 1/2 ) LSL 1.3E 1,700 425 1,835
�� I 11 II I I II II zilill
FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE I•I 1 Ij 11 1 I 1 1 2x FRAMING AT SHEATHING PER PLAN NOTES
THICKNESS AND COMPACTED TO A MINIMUM OF 95%OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM RIMS& BEAMS (d >- 9 1/2") LSL 1.55E 2,325 310 - CRIPPLE STUDS PER 1 I I 1 11 11 I I 1I ADJOINING PANEL EDGESTEST METHOD D1557-00. PLAN• DO NOT CUT I II 1 1.1
BEAMS & POSTS LVL 2.0E 2,600 285 2,510 1 I I 1 1 1 1 I I I
AWAY MATERIAL FROM I• I I I I I I I I I I I 1 1 I I Sheet Contents:
CONCRETE POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 CRIPPLE STUDS j 1 I 1 1 I I I •� I I I I I I I I I 1 1 I 2-2x HOLDOWN CHORD.
I I I I I I I I I I I I I I 11.1 Structural Notes
I•I 1 1 1 I I I• I I I I I I I I I I 1 1 1 REFER TO TYPICAL
ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION BEAMS (d >_ 9 1/2") PSL 2.2E 2,900 290 - I I 1 I I I I I •1 1 I I I I I I I I BUILT-UP COLUMN Structural Details
CHAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE III 1 I.1 I I I• I I.1 I'I I'I I'I I' DETAIL
FOR BUILDINGS (ACI 301). TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY-USE APPLICATIONS. FULL-HEIGHT 1 I•I 1 I I I I 1 1 1 I I I I I I I
UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER HOLDOWN CHORD III 1 I 1 I I I •I I 1 _ _J L______J L------J L-----
I I II
ALL CONCRETE SHALL BE STONE-AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS MANUFACTURES RECOMMENDATIONS. I I•I 1 I j I I I• I I 1 •
PER CUBIC FOOT. 1 1 1 1 I I I I I •1 11 I I I I I I
RATED SHEATHING III 1 I.1 I I I• I I.1
101 101 101 ADDITIONAL END STUD
CONCRETE STRENGTHS AT 28 DAYS (fc)AND MIX CRITERIA SHALL BE AS FOLLOWS: I•I I I 11 11 11 IF REQUIRED TO
RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE 1 1 1 I 1 1 I I I •1 1 11 11 11 PROVIDE
MAXIMUM MIN CEMENT MAXIMUM IN CONFORMANCE WITH IBC STANDARD 2303.1.4. I I•I 1 I j I I I• I 11 1 1 1 1 1 1 COUNTERSINK FOR
TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTENT PER CUBIC 1 I .I I
SHRINKAGE STRAIN I I I I I I I
RATIO YARD EXISTING BUILDING III 1 I• I 1.1 ICI ICI ICI HOEDOWN BOLTS
1 I 1 I•I I. 1 1 I I I I I I I
I I I I I I HOLDOWN ANCHORAGE
*ALL CONCRETE 3000 PSI 0.55 5 1/2 SACK N/A CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING 1 I j I I I •I I 1 I 1 1 1 11 NOTE:
I I I I I I I I PER PLAN 2x OR 3x BLOCKING ONLY
I I I I I I STAGGER SHEATHING AS
DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE I I I IF BLOCKED DIAPHRAGM
THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS AB W/SIMPSON BP I 1 I I I �1 1 I I I I I I I SHOWN. (IBC TABLE
REDESIGN. I I I 1 1 1 1 1 1 IS SPECIFIED
SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING PL WASHER, TYP I•I I I I•I 1/2" TO 2306.3.1, CASE 1 OR 3)
101 101 101 SIMPSON CNW COUPLER
ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS Q1 I I I. 1 1 I 11 11 11 SHEATHED EDGE FRAMING MEMBERS W/
I I 1 NUT W/SIZE TO MATCH
AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD,AND I I I I I I I I I 3/16" x 3" x 3" INTERMEDIATE SPACING PER PLAN
PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. I I I 1 1 I HOEDOWN ANCHORAGE
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318. I I I• I I 1 1 1 1 1 1 1 PLATE WASHER FRAMING MEMBERS
SHOP DRAWINGS I I I •I A 11 I I I I I I TYP SHEATHING
ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR-ENTRAINED IN ACCORDANCE I•I I 1 1.1 I'I I'I I'I PANEL,TYP -
WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. PT SILL PLATE 1 1 1. 111
SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL I I 11 11 ___
ENGINEER FOR REVIEW PRIOR TO FABRICATION: _1L__� 1L� __1 PANEL EDGE I I a
* PROVIDE 3000 PSI TO MEET DURABILITY REQUIREMENTS. 2500 PSI f c CONCRETE MEETS STRENGTH ----- NAILING I I -_
I I _ n-�--�--n-- • I 1 CONTINUOUS
REQUIREMENTS FOR DESIGNED FOOTING, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. 1. STRUCTURAL STEEL II II II I I I I I
II I I I I I I CONTINUE HOLDOWN CHORD I I PANEL EDGES
REINFORCING STEEL 4 1 1 1 1 1 1 TO FOUNDATION
SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE I I I I I
REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS 1L _1L1
BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD,AND CONTRACTOR i SECTION A-A
= 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED HAVE BEEN RECEIVED. -III-III- 5/8 AB @ 5'-0"
A II I I �/ ---
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL CONCRETE FOOTING SCALE: 1 1/2" = 1'-0"
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE STRUCTURAL STEEL OR P/T SLAB RIM BOARD
SUBMITTED. OR BLOCKING
STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC NOTES: �i CONCRETE STEM WALL
REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST 1. REFER TO STRUCTURAL NOTES FOR /
318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS EDITION. ADDITIONAL INFORMATION. �� - '
SHALL BE PER SCHEDULE. CONCRETE FOOTING - - - - - -
2. FOR SHEAR WALLS WHERE NO HOLDOWNS PANEL EDGES - - - - - - - -
REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET-SETTING SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSI. ARE SPECIFIED THE FIRST AB SHALL BE
EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN LOCATED NOT MORE THAN V-0" AND NOT
PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy= 36 KSI. LESS THAN (7) BOLT DIAMETERS FROM END
HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL OF WALL. --
ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy=46 KSI.
MINIMUM LAPS AND EMBEDMENT STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy=35 KSI. TYPICAL SHEAR WALL DETAIL TYPICAL FLOOR ROOF SHEATHING DETAIL
UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. ANCHOR BOLTS SHALL CONFORM TO SCALE: 3/4" = V-0" SCALE: NTS
BELOW: ASTM A307. ae
fc= 2500 PSI
ALL EXTERIOR EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED OR OTHERWISE COATED PER ARCHITECTURAL
DEVELOPMENT LENGTH LAP SPLICE RECOMMENDATIONS.
BAR TENSION COMPRESSION TENSION COMPRESSION
SIZE CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC
TOP BARS OTHER ALL BARS TOP BARS OTHER ALL BARS MANUAL OF STEEL CONSTRUCTION.
BARS BARS
#3 24 18 9 30 23 12 WELDING
#4 31 24 12 41 31 15 WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE TYP DOUBLE
#5 39 30 15 51 39 19 DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE
TOP PLATE EDGE NAILING PER PLAN
PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. 2x6 STUD @ 2x4 CROSS WALL
#6 47 36 18 61 47 23 a 2x8 STUD @ 2x6 CROSS WALL
ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. o FOR 2x4 STUDS, PROVIDE SINGLE
#7 68 53 21 89 68 27 z ROW OF NAILS STAGGERED EA SIDE
W w 0.131"0 x 3" EDGE NAILING PER PLAN
#8 78 60 24 102 78 30 GENERAL z WITH 1 1/2" EDGE DISTANCE. FOR NAILS @ 9" OC
a 2x6 STUDS, PROVIDE (2) ROWS OF SIMPSON A35 (ONLY
NOTE: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND `V o NAILS SPACED AT 2 1/2" W/ 1 1/2" REQUIRED AT EXTERIOR
1. ALL LENGTHS ARE IN INCHES. CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE EDGE DISTANCE HEADERS GREATER
2. ALL LAP SPLICES ARE CLASS B. PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THAN G SPAN)
3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF PROCEEDING.
CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 9" OC MAX SPACING BETWEEN (6) 0.131"0 x 3" NAILS
CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER ADJACENT NAILS IN A ROW (2) ROWS OF 0.131"0 x 3" EDGE NAILING PER PLAN
CONCRETE COVER ON REINFORCING OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. ADJACENT NAILS IN A TYPICAL STUDS NAILS @ 9" OC
ROW ARE TO BE
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL DRIVEN FROM
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. OPPOSITE SIDES,TYP BEAM OR HEADER PER
CONCRETE EXPOSED TO EARTH AND WEATHER: PLAN AND NOTES STUD WALL PER 0.131"0 x 3"
#5 BARS AND SMALLER 1 1/2" CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL FRAMING PLAN NAILS @ 9" OC
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS NOTES,TYP
CONCRETE NOT EXPOSED TO EARTH OR WEATHER: ONLY WILL NOT SATISFY THIS REQUIREMENT. 0.131"0 x 3" NAILS, TYP NAILING PER TYP STUD WALL PER FRAMING
SLABS, WALLS AND JOISTS 3/4" BUILT-UP STUD PLAN NOTES,TYP
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT COLUMN DETAIL SHEATHING (OR GWB)AND
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF NAILING PER PLAN SHEATHING (OR GWB)AND
CONCRETE GENERAL NOTES CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER. MIN (2) CRIPPLE STUDS UNO PER PLAN NAILING PER PLAN
VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE BE STUDS MAX TO AT HOEDOWNS: PROVIDE FULL HT
NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION,THERE SHALL BE A FOUNDATION, FLOOR, AND ROOF FRAMING PLAN NOTES: BE USED FOR HOEDOWN CHORDS PER L SCHED.
HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. BUILT-UP COLUMNS OTHERWISE: (1) 2x FULL HT
1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF 1'-6" BELOW ADJACENT GRADE. A. CORNER INTERSECTION B. 'T' INTERSECTION
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO
POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL.
BEYOND JOINT. ��lAL BUILT-UP STUD COLUMN DETAIL TYPICAL HEADER DETAIL TYPICAL WALL INTERSECTION DETAIL
3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4"THICK W/6x6-W1.4 x W1.4 WELDED WIRE FABRICBARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR REINFORCEMENT(CENTERED). SLAB SHALL BE POURED OVER A 8 MIL VAPOR BARRIER OVER 4 OF 5/8 = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = V-0"
APPROVED BY THE STRUCTURAL ENGINEER. CRUSHED ROCK. G• G�
SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH p5 of WASxr�cS�
OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. ��'
NOTED.
5. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BEAM PER PLAN
LUMBER BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING.
��� 39553
ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA 6. ALL DIAPHRAGMS UNBLOCKED UNO. SIMPSON A35 EACH RAL F 1
GRADING RULES, KILN-DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: JOIST DIRECTION SIDE OF BEAM sIONAL
7. UNLESS NOTED OTHERWISE, ALL BEAM-TO-BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES FACE PER PLAN
MOUNT HANGERS W/ MAX NAILING. NOTE: ROOF SHEATHING AND NAILING PER 130121
SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SUPPORTS AT SOLID v~i = PLAN NOTES (ON THIS SHEET)
SLEEPERS DOUG-FIR STUD 700 - 8. UNLESS NOTED OTHERWISE, ALL JOIST-TO-BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT POSTS SIM ROOF JOISTS
HANGERS W/ MAX NAILING. STUD WALL o STUD PER PLAN U N
LIGHT FRAMING (STUDS) HEM-FIR STUD 675 800 WALL W
00
2x JOISTS AND PLANKS HEM-FIR #2 850 - 9. UNLESS NOTED OTHERWISE, ALL BEAM-TO-POST CONNECTIONS AT ISOLATED POSTS (I.E. NOT IN A STUD WALL) F-
oll
SHALL BE SIMPSON CCQ OR ECCQ COLUMN CAPS. 2x RIM
PLATES AND BLOCKING HEM-FIR #2 850 -
6xAND LARGER BEAMS AND 10. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN BEAM PER PLAN U
DOUG-FIR #2 875
STRINGERS 16d @ 6" O.C. ¢ �
11. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM
4x AND SMALLER BEAMS AND HEM-FIR #2 850 - BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING SIMPSON LTP4 OR CONCRETE Z
STRINGERS PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. A35 FRAMING WALL 4 LINTEL PER
ANCHOR EACH SIDE h
ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 d L PLAN AT W No
12. SOLID BLOCKING EQUAL TO COLUMN WIDTH AND DEPTH SHALL BE INSTALLED IN THE JOIST SPACE BELOW OF BEAMTI SHEATHING AND 4 HEAD OF N
REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. ALL UPPER LEVEL COLUMNS. NAILING PER PLAN OPENING
NOTES Q In con
UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN 1/4"0 x 3" CONCRETE �
CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE-TREATED BY SCREWS @ 12" OC 0
VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. SOLID OR MULTIPLE SOLID OR MULTIPLE cn >
STUD COLUMN PER PLAN STUD COLUMN PER PLAN O
BEAM WIDTH, NOTE: N
MIN UNO SAWCUT DOOR OPENING o v,
AND EXTEND LINTEL ANGLE m N
3" BEYOND EDGE OF
PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL STUD WALL PER PLAN OPENING ON EACH SIDE.
TYPICAL FLUSH BEAM SUPPORT DETAILS SECTION STEEL � �IEINL AT SAWCUT DOOR OPENING
1O SCALE: 1" = V-0" SCALE: 1" = 1'-0" SCALE: 1 1/2 =
I . 1
Architect's Project Number:
HSS 4 x 4 x 3/16,
CONN PER DET 7 5 LEGEND NOTES
-
52.1 AT NEW EXTERIOR WALLS, INSTALL 15 32 PLYWOOD
-------------------------------
r PROPOSED SHEAR WALL 0 SHEATHING EXTERIOR FACE OF WALL WITH 8d @ 6" OC Project Name:
--------------------
PANEL EDGE NAILING. REFER TO DETAILS ON S1.1 FOR 4 1 13 R Improvements
O 2x RIM OVER EXTENTS SHOWN
L I 4 2,_5„ 11'-0 - HSS 4 x 4 x 3/16 INSTALLATION &CONNECTION INFORMATION AT BASE AND
CONNECTION W8X18 , \ / PROPOSED FLOOR IN-FILL TOP OF WALLS.
_ J FRAMING W/3/4'
S2.1 r PER DET 6 DROp (GR 50) PROVIDE (2) END STUDS&SIMPSON HDU2 HOLD-DOWN W/
------------------
171 O
BE PLYWOOD OVERLAY 2
L _ - 14/gx18 5/8"THREADED ROD INTO STEM WALL BELOW. REFER TO
----------------------------------
f; N r (GR 50
DETAILS ON 51.1.
3'-2" 1 J O , @ 2 52.1 DROP g
51.1 n, I p HSS4x4x3/16, � N
4 S21 1 EAM
(2)-2x FULL HEIGHT+ (1)-2x CRIPPLE. INSTALL SIMPSON HDU2 Architect's Project Number:
— — — — — L J CONN PER DET 7
52.1 a *x 4x6 HF#2 11 S2.1 O HOLD-DOWN W/5/8"THREADED ROD INTO STEM WALL
- - - - - - - - -
r 1 0=0 BELOW. REFER TO DETAILS ON S1.1. 1809
o I I X U_
- - - - - - - - - - -
L � J I 1 3 3 0 °Nx° @� N
51.1 2 2 a O
2x8 HF#2 11 S I M 3 0
NEW SLAB-ON-GRADE I I @ 24" 51.1 52.1 Protect Address:
PER PLAN NOTES I I �o VERIFY EXISTING GARAGE HEADER
I 4 1 13 R Avenue
I I `r � 4x12 HDR Anacortes, WA 9822 I
(DW 3
m
0 1 I °�° a 11 y
1
"O I (TYPICAL) WHERE NEW FOOTINGS � 51.1 6x6 DF
51.1
&STEM WALLS TIE INTO THE 3 POST VERIFY
EXISTING FOUNDATION, PROVIDE VERIFY (2)-2x
5 1/8 x 12 24F-V4 GLB VERIFY
EPDXY DOWELS OF SAME SIZE 1 ■ ■ EXISTING Owner:
AND QUANTITY TO LAP WITH DROP BEAM L 4x6 HDR 4x6 HDR 2x10 JOISTS
HORIZONTAL WALL FOOTING & ' Martin and Sarah Lee
WALL REBAR. USE HILTI HIT 6x6 DF
POST
EXISTING HY-200 W/4" EMBEDMENT. SISTER (2) 1 3/4" x 11 7/8" (2) 2x
SLAB-ON-GRADE
5 EXISTING INTERIOR LVL TO EACH SIDE OF STUDS
r S2.1 BEARING WALL W/ EXISTING
BEAM 4 TOTAL). OP
1 CONT DBL 2x10 RIM ( ) ( )
O / I�� EACH SISTERED PIECE 4x12 DF@2 HDR PO Box 756
4 EXISTING FOOTING ROWS OF 16d @ 8" OC FOR Owner's Address:
L HSS 4 x 4 x 3/16, Anacortes, WA 9822 I
-I 52.1 AND STEM WALL _ _
CONN PER DET 6 PT 2x8 HF
#2 @ 16" EXISTING
2x10 JOISTS PROVIDE HANGERS AT (4) 2x (4)-2x KING
RIM PER PLAN NOTES STUDS STUDS (BEAR ON
NEW 2x10 DF#2 @ 16" EXISTING FOR BEAM &JOISTS HDR BELOW)
S I M 3 OC SISTERED TO EACH 2x10 JOISTS Drawn:
o Ln S2.1 EXIST JOIST W/ 10d @ 6" (2) 2x
w OC T&B. SISTER A MIN EXISTING STUDS 3 I October 20 18
-' Partial Foundation Plan m OF 4'-0" IN LENGTH 2x10 2x10 JOISTS
00
a �
N O RT H 1 � DF#2
1 5 10 @ 16"
SCALE IN FEET -
o Revised:
(2)-2x
O I W8X18 EACH
(GR 50) 30 November 202 I
END
4 r D 4x10 DF#2
L 'I S2.1 O � ROP BEAM (2)-2x, ■ ■ .
L � -I CONN PER DET 6 TYP UNO @6 6F
IN-FILL EXISTING STAIR
4x 0 DF#2 (4) 2x STUDS Sheet Contents:
pT o ■ • 2x RIM, NAIL TO OPENING. EXTEND Foundation Plan
2X8HF HSS4x4x3/16,
FRAMING TO CENTRAL
co #2 EA JOIST W/(3)
@ 16" Q CONN PER DET 6 4x6 10d END NAILS BEARING WALL AS SHOWN
HF#2 Framing Plans
m
r p (ALIGN BELOW UPPER
@ 16"
cc HF L5 x 3 x 1/4" (3)1 3/4" x 9 1/4" LVL Structural Detail
1 LINTEL PER
LEVEL COLUMN)
L O I r � -7DROP W8X18 2x6 H DETAIL 12/51.1
(GR 50)
1 4 J O 1 BEAM _
2x,
I DB @ 16„ (2)-2x,
EIOIST � TYP UNO
8'-4° L -J S2.1 --
FLAT CONT 2X6 DECK JOISTS
DECKING PLATES PER PLAN ALL SLOPED
BEAMS (2)-2x10DING STRINGERS (2)-2x PER
STAIR DETAILS,TYP
LANDING Main Floor Framing Plan
HF#2, TYP
NORTH
2x BLKG I 5 10
TREAD/RISER PER ARCH USE 1
1/8" PLYWOOD TREADS UNO STRINGER
NOTCHED
STRINGER
5CALE IN FEET
2x12 BLOCKING ROOF SHEATHING AND
DO NOT OVERCUT NOTCHES BEAM PER PLAN NAILING PER PLAN NOTES
1/2" AB @ 3'-0" OC OR PROVIDE FOR TREAD/RISER (ON THIS SHEET)
HILTI X-DNI (0.145"0) @ 12" OC. 2x RIM
EMBED MIN 2" INTO CONCRETE W/ 2x12 STRINGER
STANDARD STEEL WASHER 16d @ 6" O.C.
TREATED 2x SILL PLATE
2x6 SISTERED TO SIDE
OF 2x12 W/(2) ROWS 7JOIST PER SHEATHING AND
OF 10d NAILS PLAN NAILING PER PLAN
X X X X X X X X X X STAGGERED @ 6 OC AS NOTES ROOF JOISTS
SHOWN PER PLAN
�'o00 °°0 °°0 °oO° °00° °°0 °oO° °0cor
0° 0°0 O°0 HUC28-2 W/
°° Oo Oo Oo Oo 0o Oo �o 00 0o°o FULL NAILING
STUD WALL PER PLAN WALL LEGEND
® PROPOSED SHEAR WALL
TYPICAL STAIR SECTIONS SECTION OVER EXTENTS SHOWN
1 SCALE: 1" = V-0"
NOTE:
VERIFY (3)-2x
AT CONDITION WHERE JOISTS ARE
2 CRIPPLE+ 1
PARALLEL TO STUD WALL,THE DTT1Z
EXISTING WOOD I STEEL COLUMN
FULL HT)
TIES SHALL BE CONNECTED TO 2x
BLOCKING SECURED IN THE JOIST STUD WALL PER PLAN
BAY W/(3) 10d TOE OR END NAILS 2x BLOCKING ATTACHED TO 5/8" THREADED RODS I
EXISTING 2x RIM OR 2x BLKG EMBEDDED INTO I 10" x 10"
5/8 SPACERS FOOTING AS SHOWN I CONCRETE PLINTH DECK RAILING VERIFY
BETWEEN JOISTS. SECURE EA END I PER
ATTACH JOIST TO CONT W/(3) 10d TOE OR END NAILS I W/#3 TIES @ 3" OC T (2)-2x
RI
3/4" LEVELING I I CONT RIM, ATTACHED
LEDGER W/SIMPSON SIMPSON DTT1Z TENSION _ GROUT I FINISHED GRADE TO EACH JOIST W/(3) ALL ROOF BEAMS
N I I OR CONCRETE 10d END NAILS FLAT EXISTING 3 1/2" x 14
LUS SERIES HANGERS TIE @ 8'-0" OC AND (1) @
DECKING f EA END OF DECK SLAB PER PLAN 2x BLOCKING AT RAIL DECKING
1/2" GLB, TYP EXISTING
_ _ _ _ POST LOCATIONS ONLY,
z I— I° ® —i 9 ATTACHED TO EACH JOIST DECK JOISTS
La—III III= PER PLAN JOISTS,TYPpp-
_ 1 (3)#4 BOT BARS, W/(3) 10d END NAILS
O EACH BAY
IT EACH WAY O II II 3/16 5 CLIP AT
I I I I
I I I I t
EA JOIST AT A3
DECK JOIST PER PLAN I I I I o, RAIL POST 2x BLKG REMOVE
2x PT HF#2 LEDGER EXISTING JOISTS ® a a ♦ BASE PL 5/8 x 9 x 4x4 POST REMOVE
WALL&
ATTACHED TO RIM W/(2) PER PLAN 0'-9" W/ (4) 5/8" 10d TOENAILS POST
5/8"0 GALVANIZED THRU N a THREADED RODS @ 8 OC 2x NAILER RIPPED TO WIDTH ❑ ❑
OF BEAM W/ 1/2
BOLTS @ 12" OC. DO NOT
EXISTING WOOD BEAM (WHERE
OVER-DRILL BOLT HOLES. IT OCCURS). SIM CONDITION HAS u BEAM PER CARRIAGE BOLTS @ 24 OC
A STUD OR CONCRETE WALL 20 STEEL BASE PLATE
PLAN STAGGERED EACH SIDE OF 0O
BELOW THE FRAMING LEVEL WEB (CONTRACTOR HAS 0
INSTEAD OF A BEAM OPTION TO COUNTERSINK)
DECK CONNECTION TO HOUSEA DECK COLUMN FOOTING DECK EDGE DETAIL PROVIDE (2) END STUDS& I O
SIMPSON HDU2 HOLD-DOWN VERIFY EXISTING 1/2" MUD
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0' W/5/8" THREADED ROD INTO I SILL AB'S @ 4'-0" OC. IF EXISTING 3 1/2"
15/32" PLYWOOD SHEATHING ONE STEM WALL BELOW. REFER TO NEEDED, ADD 1/2" CONCRETE x 14 1/2" GLB
FACE OF WALL WITH 8d @ 6" OC PANEL DETAILS ON S1.1. SCREW ANCHORS W/PLATE
EDGE NAILING. REFER TO DETAILS ON WASHERS&3" EMBEDMENT.
S1.1. AT BASE OF WALL PROVIDE 16d @ �
WAS�Ud'
6" OC SILL PLATE NAILING INTO VERIFY o G G
RIM/BLOCKING &CONNECT (2)-2x �''jl,
RIM/BLOCKING TO MUD SILL W/A35 48 HF#2 I I I I I �a
1/4" CAP PL,TYP 3" 1 1/2" 3 1 1/2" CLIPS @ 16" OC. AT TOP OF WALL •
EA COL PROVIDE A35 CLIPS @ 16" OC BETWEEN VERIFY(3)-2x �;
N N DBL TOP PLATE & RIM BLOCKING.
/ (2 CRIPPLE+ O�c39553 1
" ti
N STEEL BEAM N 3/8 STIFF PL EA 1 FULL HT) 7 L
STEEL BEAM " SSjO
SIDE OF WEB
PER PLAN PER PLAN NAL
PROVIDE (2) END STUDS&
1 I I I I � I � SIMPSON HDU2 HOLD-DOWN �y�0�2
W/5/8" THREADED ROD INTO
+ I I I + I STEM WALL BELOW. REFER TO
I I DETAILS ON S1.1. F" N
I I o0
U N
STEEL BEAM PER I I SHEAR PL 3/16 x 4 1/2 x 0'-6" SHEAR PL 3/16 x 4 1/2 x 0'-6" 3/16 TYP W
PLAN (ON BOTH W/(2) 3/4"0 A325-N BOLTS W/(2) 3/4"0 A325-N BOLTS
d
COPE FLANGE AS REQ'D U
SIDES ONLY WHERE
I I
APPLICABLE) I I
3/16 1 1/2" 1 I STEEL BEAM PER PLAN Roof Framing Plan d o
I I
I I COL PER PLAN TYP I I
I PL 5/8 x 5 1/4 x 0'-10" NORTH
I I 1 K W/ (4) 5/8"0 BOLTS 1 5 10 0
3 16 I I W No
I SCALE IN FEET a N
HSS COLUMN
Q
I I PER PLAN Q
BEAM-TO-COLUMN CONNECTION BEAM-TO-BEAM CONNECTION I I `° va
� o �
� o �
STEEL BEAM SHEAR PLATE CONNECTIONS 7 STEEL BEAM CONNECTION o
6 SCALE: 1" = 1 0 0"
S2 . 1
DESIGN PER 2018 WASHINGTON STATE RESIDENTIAL BUILDING CODE
0 ADD 3'-0" FOR DDI IION 0 3 NOVEMBER WINDO
202WS IN REVISED OPENINGS 3 REVISED
CNOVEMBER0202 I 3 LAYOUT / 3 W DECK SUPPO
202RT PER STRUCTURAL
UPDATED PROJECT SCOPE (FROM PREVIOUSLY PERMITTED/COMPLETED 2018 WASHINGTON STATE ENERGY CODE COMPLIANCE NOTES 3 RETAIN
NOV PORTION
200F EXISTING DECK 21 3 NOVEMBER 202D SIDING NOTES /�p REVISED
LOCATION BER I FOR WATER HEATER /�4 NEW
MAY 202 CODE REQUIREMENTS
APPLY FINISHES TO 170 SF ADDITION INSULATION AND FENESTRATION: FENESTRATION - U 0.30 MAX
REBUILD 850 SF DECK CEILINGS - R 49 MIN (R 38 VAULTED) /��
INTERIOR REMODEL OF EXISTING HOUSE WALLS - R-2 1 MIN A 3 W NORTH
AND 2021 EST DECKS 8 REMOVE NOVE E 15TING WINDOW AND INFILL WALL 3NEW OVEMBEOR WALL, DOOR AND WINDOW /d 5 25 UPDATED
MAY 2 SCOPE Off WORK
21
1 MECHANICAL INSULATION: HEATING AND COOLING PIPES - R-G MIN /- _
HOT WATER PIPING INSULATION: R-3 MIN / ® NEW 9' TALL GARAGE DOOR. RAISE EXISTING ® DEMO EXTERIOR WALL AND OPENINGS / 1? NEW NOTE
MECHANICAL VENTILATION SYSTEM FAN EFFICACY: PER WSEC TABLE R403.G. I / DOOR HEADER. 3 NOVEMBER 2021 3 NOVEMBER 202 1 3 NOVEMBER 2021
Project Name:
WSEC R40G ADDITIONAL ENERGY CREDITS FOR ADDITIONS LESS THAN 500 SF (1 .5 REQUIRED)/ -- 41 13 R Improvements
EXISTING/ DEMOLITION PLAN WALL LEGEND FUEL NORMALIZATION CREDIT / --__
[21 HEAT PUMP 1 .0 HEAT PUMP
0 EXISTING WALL TO REMAIN ENERGY CREDIT OPTIONS / —
C---� WALL TO BE DEMOLISHED [3.2] ELECTRIC HEAT PUMP 1 .0 AIR-SOURCE CENTRALLY DUCTED HEAT PUMP WITH —
MINIMUM HSPF OF 9.5 / —
----------------------------------------------
� --------- j —❑-------------------------- ❑ Architect's Project Number:
NO HVAC TESTING REQUIRED FOR ADDITIONS LESS THAN 750 SF PER 502. 1 . 1 .2 EXC I __--- --------- 1 809
ALTERATIONS SHALL NOT MAKE THE EXISTING BUILDING LESS CONFORMING THAN EXISTING 503. 1 ---------❑— j j
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NEW TALLER GARAGE DOOR. RAISE EXISTING HEADER
4 j j u Project Address:
4 1 13 R Avenue
/ NOTE: DO NOT DEMOLISH
STRUCTURAL ITEMS W/O Anacortes, WA 9822 I
/ APPROVAL BY STRUCTURAL P 5797 1
/ ENGINEER
/ Lot 14 Plat of Mountain
View Park
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� L-------------------------J / NOTE: ITEMS SHOWN DASHED Owner:
j 16. TO BE DEOMOL15HED j
� \ Martin and Sarah Lee
NOTE. DO NOT DEMOLISH / DEMOLISH COLUMN
STRUCTURAL ITEMS W/O j PER STRUCTURAL n \
APPROVAL BY STRUCTURAL
/ DEMOLISH COLUMN ------� --J L� C -- -------------
/ PER STRUCTURAL Zc—O
•• � Owner's Address:
NOTE: ITEMS SHOWN DASHED
TO BE DEOMOL15HED
\ FO Box 75G
Anacortes, WA 98221
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Sheet Contents:
�--- RETAIN STONE FOR
Exi m D m li i n floor Plan st e o t o 0o s
FIREPLACE INFILL j 9/
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New Floor Plans
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EXISTING/ DEMOLITION LOWER FLOOR PLAN — — EXISTING/ DEMOLITION UPPER FLOOR PLAN
N O RT N
1 5 10 1 5 10
SCALE IN FEET SCALE IN FEET
CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT#: BLD-2022-0406
ADDRESS: 4113 R AVE
APPROVED BY:
M3�- _ SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT
Q BE ALTERED WITHOUT AUTHORIZA ON.
3 m
Q NOTE: ALL NEW WINDOWS IN EXISTING OR MODIFIED
m OPENINGS AS NOTED
NOTE: ALL NEW SIDING AND WEATHER RESISTIVE •`j0d
I — LINE OF DECK, ABOVE BARRIER SYSTEM
I -- NEW DECK 3
II -----
---------------
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I —COLUMN PER STRUCTURAL DETECTOR AND ALARM
I � G'-0" --
NEW WINDOW EXHAUST FAN, PROVIDE PROGRAMMABLE
1 I NEW OPENING O SWITCH WHERE REQUIRED > -011
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EXTENT OF ADDITION,BELOW
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PERMIT
DOOR SCHEDULE
Project Name:
NO. FROM ROOM TO ROOM SIZE OPENING FIRE DOOR DOOR FRAME NOTES 4 1 13 R Improvements
WIDTH x HEIGHT x THICK TYPE RTG TYPE MATERIAL MATERIAL
I
10 1 OUTSIDE HALL 3'-O" x G'-8" x 1 3/4" HINGED N/A I FBGLASS FBGLASS
102 HALL BED 2 2'-8" x G'-8" x 1 3/8" HINGED N/A II WOOD WOOD
EXISTING ROOFING AND DECK SYSTEM
103 CLOSET 2 BED 2 2'-G" x G'-8" x 1 3/8" HINGED N/A III WOOD WOOD
104 CLOSET 2 BED 2 2'-G" x 0-8" x 1 3/8" HINGED N/A III WOOD WOOD
rchitects Project Number:
105 HALL BED I 2'-8" x 0-8" x 1 3/8" HINGED N/A II WOOD WOOD 1809
I OG CLOSET I A BED I PR 2'-G" x G-8" x 1 3/8" HINGED N/A III WOOD WOOD EXISTING ROOF BEAM
107 CLOSET I B BED I PR 2'-G" x G-8" x 13/8" 1 HINGED N/A III WOOD WOOD
EXISTING WINDOW WALL
108 HALL GARAGE 3'-0" x 6'-8" x 13/4" HINGED 20M V WOOD WOOD I
109 HALL BATH 2'-8" x 6'-8" x 13/8" HINGED N/A II WOOD WOOD NEW PARAPET, ROOF WRAP, AND METAL CAP FLASHING Project ect ddress:
4 1 13 R Avenue
1 1 O HALL LAUNDRY 2'-8" x G'-8" x 1 3/8" POCKET N/A II WOOD WOOD NEW FLASHING AND DECK LEDG R NEW RAILING Anacortes, WA 9822 1
I
III OUTSIDE STAIR 3'-0" x G'-8" x 1 3/4" HINGED N/A I FBGLASS FBGLASS EXISTING FLOOR FRAMING SYSTEM NEW DECKING
I NEW DECK FRAMING
201 DECK ENTRY 3'-0" x 0-8" x 1 3/4" HINGED N/A I FBGLASS FBGLASS
202 KITCHEN POWDER 3'-0" x G'-8" x 1 3/8" HINGED N/A V WOOD WOOD
NEW BEAM PER STRUCTURA
203 KITCHEN M BED 3'-0" x G'-8" x 1 3/8" HINGED N/A V WOOD WOOD
Owner:
13 3
204 M BED M CLOSET 3'-0" x 0-8" x 1 3/8" POCKET N/A V WOOD WOOD NEW 5/8" SUSPENDED GWB Martin and Sarah Lee
NEW SINGLE PLY MEMBRANE ROOFING DRAIN TO NORTH WALL
205 M CLOSET M BATH 3'-0" x G'-8" x 1 3/8" HINGED N/A V WOOD WOOD NEW SLIP SHEET PER ROOFING MANUFACTURER
NEW TAPERED RIGID INSULATION
206 M BATH M SHOWER 2'-G" x 5'-O" HINGED N/A IV NEW 5/8" GWB NEW PLYWOOD ROOF SHEATHING PER STRUCTURAL
GLASS 1 NEW 2x4 @ I G" OC NEW ROOF JOISTS PER STRUCTURAL
207 LIVING DECK NEW BATT ACOUSTIC INSULATION NEW FILL CAVITIES WITH MIN R 38 CLOSED CELL SPRAY INSULATION NEW FURRED WALL W/INSULATION
8'-0" G'-8" VERIFY SLIDER N/A FBGLASS FBGLASS NEW 5/8" GWB 1 03 NEW 5/8" GWB
1 104 I/2" MINIMUM AIR SPACE Owner's Address:
II II
208LDINING DECK 8-0 6-8 VERIFY SLIDER N/A FBGLASS FBGLASS NEW " WB
DEMOLISH EXISTING WALL PER PLAN
58 G
PO Box 756
DOOR SCHEDULE NOTES: 1 . PROVIDE SELF CLOSER NEW VAPOR BARRIER
NEW CONCRETE SLAB ON GRADE NEW R-2 1 BATT INSULATION Anacortes, WA 9822 I
DEMOLISH PORTION OF EXISTING STEMWALL NEW STUDS PER STRUCTURAL
NEW SHEATHING PER STRUCTURAL
EXISTING CONCRETE SLAB ON GRADE NEW WEATHER RESISTIVE BARRIER
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GRADE AS OCCURS
NEW R-1 0 RIGID INSULATION
3'—O" 2'-8" 2'-G" 3'-0" I Drawn:
NEW STEMWALL PER STRUCTURAL
ASSUMED EXISTING STEMWALL ASSUMED EXISTING FOOTING
3 1 October 2018
ASSUMED EXISTING FOOTING 4 ASSUMED EXISTING FOOTING
NEW FOOTING DRAIN TIE INTO EXISTING
NEW TIGHTLINE DRAIN TIE INTO EXISTING
NEW FOOTING PER STRUCTURAL
SOLID CORE SOLID CORE SOLID CORE SOLID CORE
FLUSH, EXTERIOR FLUSH, INTERIOR FLUSH, INTERIOR FLUSH, INTERIOR KeVised:
PAINT GRADE - PAINT GRADE - PAINT GRADE - - PAINT GRADE BUILDING SECTION B LOOKING WEST BUILDING SECTION A LOOKING NORTH
DOOR DOOR 00 DOOR GLASS J DOOR B A 25 May 2022
U `n DOOR U
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SCALE IN FEET SCALE IN FEET
DOOR TYPE I DOOR TYPE I I DOOR TYPE III DOOR TYPE IV DOOR TYPE V Sheet Contents:
Exterior Elevations
Building Sections
Door Schedule
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