HomeMy WebLinkAboutBLD2024-00143 Repair Foundation - BLD Inspections - 5/21/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584
MASON COUNTY SHELTON:360-427-9670,EXT 352
COMMUNITY SERVICES
i BELFAIR:360-275-4467,EXT 352
Building,Planning,Environmental HwhltCommunity Health ELMA:360-482-5269,EXT 352
--' www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY**
To schedule an inspection call or visit http:ltwww.co.mason.wa.us/community-services/bid-inspection.php
Permit Number BLD2024-00143 Date Issued 04/25/2024 Issued By A-P)r)v1 S .
Project FOUNDATION REPAIR/STABILIZATION-HELICAL PIERS
Site Address 9341 E State Route 106
Applicant RABAY TRUST MIGUEL&JANE M
Contractor TERRA FIRMA FOUNDATION SYSTEM
Contractor Phone 1.541.229.4050
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type REPAIR-RESIDENTIAL Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
**THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.**
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interor Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building *Z(- h L tC6d S/sICAF 1—^Sp epg
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
aG1,A� �ili S Z-Z q
MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: Zy 00l q.3
ADDRESS/LOCATION: 9jyl S'(Awy,
FINDINGS•
er-r�j Co � �rus
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N.a *,6 Ott er r!
re5S
1'eGc1f.� Wl�¢S�3Gt ('dUk I.1�i¢. qavl
Items listed above must be corrected to gain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
Call for re-inspection when corrections are made before proceeding with any further work.
❑ Make corrections, items will be checked on the next inspection.
❑ OK to
Date: SZ Zy ❑ Please contact our office regarding possible
Department: structural damage incurred by recent
Inspector: "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
Portland,Oregon VISTA Kansas City, Missouri
—STRU.CTURAL-
15tva GHI O, LLC
5/20/2024
TerraFirma Foundation Systems ��2
13110 SW Wall St. vi�v
Tigard, OR 97223
Re: 9341 E State Route 106
Union,WA 98592
Permit#: BLD2024-00143
Final Summary Letter:
This letter certifies that we have performed an inspection of the above-referenced project as related to
the approved plans dated 12/4/2023.
Due to site conditions this installation was changed from helical piers to push piers with the approval of
Vista Structural Engineering, LLC.On 4/29-30/2024,a representative of Vista Structural Engineering, LLC
observed the installation of two Foundation Supportworks Incorporated model PP288 push piers
(periodic inspection per adopted code). In addition,Vista Structural Engineering, LLC has examined the
job photos, drive logs and pier locations as provided by TerraFirma Foundation Systems and approves of
the installation means and methods for this project.All piers are approved having found consistent lift at
depths of 5'-6"while exceeding the specified minimum installation pressure values shown on the
structural plans.
Inspection has been provided in an effort to meet the requirements of the building code and does not
constitute a guarantee of the installed work. It is the responsibility of the contractor to execute the work
in accordance with the approved structural drawings.On-site inspections were not performed by Vista
Structural Engineering, LLC.
Our firm appreciates the opportunity to serve you. If you have any questions or if you need anything
further, please feel free to contact us.
Sincerely, I$M
Vista Structural Engineering, LLC 9 0�
i x
i
Dennis Heier, P.E. �_ 47866
05/20/2
VISTA STRUCTURAL ENGINEERING, LLC
11575 SW Pacific Hwy#2262 PHONE: 971.233.6099
Tigard, OR 97223 - 1 - VISTASTRUCTURAL.COM
r �
ciai Inspection Requirements
MASONCOUNIY .. .
COMMVNIfY SERVICES
'&1 N , bl� Chatman 122475 9341 E stat Route 106
Permit Number Project Title Project Address/Parcel Number
Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International
Building Code, as amended by Washington State. Please acknowledge and return this form to the Mason
County Permit Center.
THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE
PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED
BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by
Washington Association of Building officials(WABO)or individuals employed by a recognized testing
laboratory and under the direct supervision of a Registered Professional Engineer are typically
considered qualified at the discretion of the local jurisdiction having authority for enforcement.
BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the
responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the
attached"Structural Tests and Inspection Schedule"to this Department for review and approval including
any requirements related to the Mason County Municipal Code.
The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall-also
acknowledge the following conditions applicable to Special Inspection and/or Testing.
1. 1nspection/Testing Agency shall submit names and qualifications of on-site Special Inspectors
to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEING ISSUED.
2. All Special Inspections shall be noted on the approved plans or attached approved
documents.
3. All special inspections shall be approved by the County or as recommended by the Engineer
of Record (EOR).
4. It is the responsibility of the General Contractor to review County approved plans for additional
inspection or testing requirements that may be noted or required per IBC as noted on
approved plans.
5. The General Contractor is responsible for proper notification to the Inspection/Testing
Agency for items listed on this form.
6. Special Inspectors shall provide detailed reports on company letterhead to the Building
Inspector of all required inspection activities. These may also be provided when the inspector
visits the jobsite for the scheduled inspection but must be completed before the subject of
inspection is approved by the building inspector.
7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building
Inspector by the Inspection/Testing Agency or other responsible party within a reasonable
time to test results.
8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The
Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items
requiring testing and inspection have been fulfilled and reported and a final inspection report
shall be provided. A copy of the statement is to be maintained at the jobsite for the Building
Inspectors review prior to final inspections.
Page 1 of 4
Speolat Inspeerl oo
'Re c Wrements
MAWN COUNTY ..
COMMUNCfYSOMCES
ACKNOWLEDGEMENTS
Prior to issuance of a building permit, the Owner, on the advice of the Project Engineer or Architect, shall
complete,sign,and submit this form to the County Permit Center.
Declaration of Owner
I,as the owner of the project,declare that the testing agency firm/s or individual/s listed herein are hired by me to
perform "Special Inspections" and/or"Structural Testing" in accordance with the provisions of the International
Building code(IBC)Chapter 17.
Owner(print) Owner(Signature) (date)
Declaration of Registered Professional Architect/Engineer
I, as the design professional in responsible charge of the project listed herein, declare that the special
inspection listed herein are required for this project in accordance with the provisions of the International
Building Code(IBC)Chapter 17.
IS M
Dennis Heier, PE AQ �g �►S
Architect/Engineer(print) -, p
Architect/Engineer Stamp/Signature(date)
47866
04/10
Testing Agency Name/Contact Vista Structural Engineering, LLC
info: 971-233-6098
The Special Inspection/Testing Agency listed above must have a current Portfolio of Qualifications
on file with the County u for to performing work.
Declaration of the General Contractor
I, as the General Contractor of the project, agree to comply with the"Contractor Responsibility"items
noted herein.
DocuSigned by:
TerraFirma Foundation Systems- Ashley Haney QS (� 4/9/2024 1 9:44:47 AM POT
General Contractor(print) Ge5era14 on r'ac or Signature (date)
Page 2 of 4
'[Special Inspection RequirgrnOnts
MASON COUN'ry �__
COMMUNM SI.RVICES .
Required Special Inspections
International Building Code; Chapter 17:
A completed and signed copy of pages 1 through 4 of this form shall be submitted to the
"Permit Center" prior to building permit approval.
Engineer shall check the applicable items
❑ Special inspection of fabricated items 1704.2.5
❑ Submittals to the building official 1704.5
❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1
❑Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1
❑ Steel construction& structural Steel 1705.2.1
❑Cold form steel deck 1705.2.2
❑Open-web steel joists&girders 1705.2.3
❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4
❑Concrete construction 1705.3 &Table 1705.3
❑ Shotcrete 1705.3
❑Welding of reinforcing bars 1705.3.1
❑Material Tests 1705.3.2
❑Masonry Construction 1705.4
❑Empirically designed masonry,glass unit&masonry in Risk Category IV 1705.4.1
❑Vertical masonry foundation elements 1705.4.2
❑Wood construction 1705.5
❑High Load Diaphragms 1705.5.1
❑Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2
❑ Soils 1705.6 &Table 1705.6
❑Driven deep foundations 1705.7&Table 1705.7
❑ Cast in-place deep foundations 1705.8&Table 1705.8
OWN -
❑Fabricated items 1705.10
Page 3 of 4
laibk
Specialiiisp.eCtio'n Requirements
MASON COUN'iY .. - ..
COMMUNIYYSERVICES
❑ Special inspections for wind resistance 1705.11
❑ Structural wood 1705.11.1
❑ Wind resisting components 1705.11.3
❑ Cold formed steel light frame 1705.11.2
❑ Special inspection for seismic resistance 1705.12
❑ Special inspection for structural steel per 1705.12.1
❑ Seismic force-resisting systems 1705.12.1.1
❑ Structural steel elements 1705.12.1.2
❑ Special inspection for structural wood per 1705.12.2
❑ Special inspection for cold-formed steel per 1705.12.3
❑Designated seismic systems 1705.12.4
❑Architectural components 1705.12.5
❑Plumbing,mechanical&electrical components 1705.12.6
❑ Storage racks1705.12.7
❑ Seismic isolation systems 1705.12.8
❑ Cold-formed steel special bolted moment frames 1705.12.9
❑Testing for seismic resistance 1705.13
❑ Structural steel 1705.13.1
❑ Seismic fore-resisting systems 1705.13.1.1
❑ Structural steel elements 1705.13.1.2
❑Nonstructural components 1705.13.2
❑ Designated seismic systems 1705.13.3
❑ Seismic isolation systems 1705.13.4
❑ Sprayed fire-resistance materials 1705.14
❑Physical and visual tests 1705.14.1
❑ Structural member surface conditions 1705.14.2(1705.14.3 through 1705.14.6.3)
❑ Mastic&intumescent fire-resistance costings 1705.15
❑Exterior insulation&finish systems (EIFS) 1705.16
❑Fire-resistance penetrations and joints 1705.17
❑Penetration firestops 1705.17.1
❑Fire-resistant joint systems 1705.17.2
❑Testing for smoke control 1705.18
❑ Testing Scope 1705.18.1
Page 4 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
B DD2024-00143 REPAIR - RESIDENTIAL
PROJECT DESCRIPTION: FOUNDATION REPAIR/STABILIZATION - ISSUED: 04/25/2024
HELICAL PIERS
SITE ADDRESS: 9341 E STATE ROUTE 106 UNION EXPIRES: 10/22/2024
PARCEL: 322355100005
APPLICANT: RABAY TRUST MIGUEL&JANE M OWNER: RABAY TRUST MIGUEL&JANE M
THE RABAY FAMILY TRUST THE RABAY FAMILY TRUST
SAMMAMISH,WA 98074 SAMMAMISH,WA 98074
1.253.324.7414
CONTRACTOR: TERRA FIRMA FOUNDATION SYSTEM
10111 S TACOMA WAY STE D4
LAKEWOOD,WA 98499
1.541.229.4050
GENERAL CONTRACTOR'S LICENSE: TERRA FIRMA FOUNDATION SYSTEM License: TERRAFR931 LH
10111 S TACOMA WAY STE D4 Expires: 06/16/2025
LAKEWOOD,WA 98499
1.541.229.4050
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 34892.71 $34,892.71 Technology Surcharge $17.50 $0.00
ESTIMATION..) Plan Check Fee $344.73 $0.00
Building Permit Fee $530.36 $0.00
State Fee-Residential $6.50 $0.00
Planning Review Fee $240.00 $0.00
Total: $34,892.71 Totals : $1,139.09 $0.00
REQUIRED INSPECTIONS
General Inspection BLD-Final Inspection
3rd Parry Inspection Report
CONDITIONS
Printed by:Anna Schaffran on:04/25/2024 10:25 AM
Page 1 of 6
,
Mason County
Mason County - Division of Community Development
615 W.Alder St.
...._.......:.....
Building 8
Shelton, WA 98584
360427-9670 ext 352
www.masoncountywa.gov
REPAIR - RESIDENTIAL BLD2024-00143
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403,
applicable sections of the IRC, and IMC.
Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the
purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including
infiltration and ventilation. Design calculations shall be available for inspection during inspection.
Referencing IRC M1601.4, all ducts, air handlers,filter boxes, and building cavities shall be sealed. All joints of duct
systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other
approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be
marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used
with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-
sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings
shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B
and shall be marked 181B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm)
and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint.
Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation
instructions.
Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be
insulated to R-8
DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit
documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building
Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website
titles, "Duct Leakage Affidavit"or"Duct Leakage Testing Results(Existing Construction)." Duct tightness testing is not
required if the air handler and all ducts are located within the heated space.
* Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a
permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor
& Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-
4000.
* OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit
revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s)for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
Printed by:Anna Schaffran on:04/25/2024 10:25 AM
Page 2 of 6
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
REPAIR - RESIDENTIAL BLD2024-00143
* A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space
where the furnace is located, a utility room, or an approved location inside the building.When located on the elctrical panel,
the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired
Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab,
basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the
solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component, the certificate
shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service
water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage
results if a blower door test was conducted.
Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air
changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2.
The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution
panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate"and are
available in %or'/z sheets.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site,then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County
Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior
approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose.
Printed by:Anna Schaffran on:04/25/2024 10:25 AM
Page 3 of 6
Mason County
Mason County - Division of Community Development
615 W.Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
REPAIR - RESIDENTIAL BLD2O24-00143
* The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason
County road right of way, it is suggested to contact that office to review future planned work which may affect your project.
For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building
permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled
and approved.
* Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site
plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
* Adopted Washington State Energy Code Compliance has been approved as follows:
Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-
Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation
R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked
"APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is
responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
contact the Mason County Public Works Department prior to construction at Ext 450
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
* A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance
with IECC/WSEC Section R404.1.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* All property lines shall be clearly identified at the time of foundation inspection.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
Printed by:Anna Schaffran on:04/25/2024 10:25 AM
Page 4 of 6
Mason County
Mason County - Division of Community Development
615 W.Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
REPAIR - RESIDENTIAL BLD2024-00143
Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer
specifications and in accordance with IRC Section R315.
Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level
of the dwelling.
EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of
fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or
created.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
" REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable
provisions of the current code and the manufacturer's installation instructions.
A drip edge shall be provided at eaves and gables of shingle roofs.
" When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and
approved by the Washington State Department of Transportation. For more information contact Washington State
Department of Transportation, at(206)357-2620, ext. 630.
" Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic
wind speed for Mason County is 85 MPH.
* The destruction or alteration of Fish and Wildlife Habitat Conservation areas or their buffers through removal, excavation,
grading, dumping, discharging, or filling of any material; clearing; shading; intentional burning; vegetation removal (terrestrial,
freshwater, or marine); planting of non-native vegetation that would alter the character of the FWHCA or buffer; or the
construction or placement of structures or increasing the structural footprint shall undergo mitigation sequencing and shall
require a habitat management plan.
In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the
owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of
work listed under Chapter 17 and as specified by the design professional. The special inspectors duties& responsibilities
shall be as specified in Chapter 17.
Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584
and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall
be submitted prior to the framing and final occupancy inspections.
HELICAL PILES/FOUNDATION
SEE PLAN SHEET S0.0 FOR ADDITIONAL INFORMATION
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Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
REPAIR - RESIDENTIAL BLD2024-00143
1 hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions of any other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agen - rov-C4►ml ODate: G�
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