HomeMy WebLinkAboutBLD2019-00623 Cancelled ATF Patio, Garage, Bedrooms, Bath - BLD Inspections - 11/6/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584
MASON COUNTY COMMUNITY SERVICES SHELTON: 360-427-9670,EXT 352
BELFAIR: 360-275-4467,EXT 352
Building,Planning,bnvironmenul Health,Community Ifealth 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://www.co.mason.wa.us/community-services/bid-inspection.php
Permit Number BLD2019-00623 Date Issued 01/11/2021 Issued B
Project After the fact covered porches&new attached garage with 2 bedrooms and bath on uppe*floor.
Site Address 401 W Bourgault Rd W
Applicant ARTHUR L TOZIER JR
Contractor
Contractor Phone
Primary Code UPC IBC, IRC, IFC, IEC,IMC,& Type
Permit Type ADDITION OR REMODEL- Occupancy
RESIDENTIAL
-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
Department Building Official: Community Services Designee
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interior 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
Manufactured Setbacks Setup
Home
Concrete Foot/ Runners Final
Other
Materials Testing & Consulting, Inc.
Geotechnical Engineering • Social Insoection • Materials Testing • Environmental Consulting
Client: Reeve Sherwood Consulting,LLC. Date: September 29,2020
Address: 12680 W Shelton Matlock Rd. Project: Art Tozier Garage
Shelton,WA 98584 Project#: 20S213
Attn: Randy Reeves Sample#: B20-1400
Date Revised: Date Sampled: September 24,2020
As requested MTC,Inc.has performed the following test(s)on the sample referenced above.The testing was performed in accordance with
current applicable AASHTO or ASTM standards as indicated below.The results obtained in our laboratory were as follows below or on the
attached pages:
Test(s)Performed: Test Results Test(s)Performed: Test Results
• Sieve Analysis See Report Sulfate Soundness
• Proctor i 143.3 pcf P.7.2% Bulk Density&Voids
Sand Equivalent WSDOT Degradation
Fracture Count
Moisture Content
Specific Gravity,Coarse
Specific Gravity,Fine
Hydrometer Analysis
Atterb erg Limits
Asphalt Extraction/Gradation
Rice Densitc
If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call on us at the
number below.
f
Respectfully Submitted,
Meghan Blodgett-Carrillo
WABO Supervising Laboratory Technician
Corporate—777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980
Regional Offices: Olympia—360.534.9777 Bellingham--360.647.6111 Silverdale—360.698.6787 Tukwila—206.241.1974
Visit our website:www.mtc-inc.net
r'
Materials Testing & Consulting, Inc.
Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting
Sieve Report
Project:Art Tozier Garage Date Received:25-Sep-20 ASTM D-2487 Unified Soils Classification System
Project#: 205213 Sampled By:Other GP,Poorly graded Gravel with Sand
Client: Reeve Sherwood Consulting,LLC. Date Tested:28-Sep•20 Sample Color.
Source:Oosite sampled by others Tested By:K Mendez dark-brown
ACCREDITED
Sam rlc#: B20-1400 •"" R� _
ASTM D-2216,ASTM D-2419,A.STM D-4318,ASTM D-5821
D[st=0.333 mm °tee Gravel=59.0% Coctl_of Curvature.C, 0 45
Specifications DIta1=0.566 mm %Sand=39.5% Coeff.of Uniformity,Cu=20.90
No Specs DpS,=0.784 mm %Silt&Clay=1.5% Fineness Modulus=5.61
Sample Meets Specs N/A 1)tbl=1.733 mm Liquid Limit=tits Plastic Limit=n/a
Dt,a1=7.738 mm Plasticity Index=n/a Moisture%,as sampled=n/a
DI"=11.839 mm Sand Equivalent=n/a Req'd Sand Equivalent=
Dt,ol=40.224 mm Fracture%,1 Face=n/a Req d Fracture%,I Face=
Dust Ratio= 12153 Fracture%,2+Faces=n/a Req'd Fracture 0%2+Faces=
ASTM C-136 ASTMD-691I3
\ctu:d Interpolated - -
Cunudalive Curnulative Grm S¢e Dtlrbulbn
Sieve Site P--t Percent Specs Specs
US Metric I'a Passin Maa Min ebb �:t+ _ ti a..�. .
iaoa.._._..._.•. taaoa
12.00" 300.00 100 100.0% 0.0%
10.00" 250.00 100% 100.00/0 0.0'/0 •S
8.00" 200.00 100% 100.01% 0.0%
6.00" 150.00 100% 100.00/0 0.0°/"
4.00" 100.00 100% 100.01% 0.0%
oa
3.00" 75.00 100% 100'/0 100.0% 0.0"/0 °E
2.50" 63.00 98% 100.0% 0.0%
2.00" 50.00 96% 96% 100.0% 0.0% raa
1.75" 45.00 93% 100.0% 0.0%
1.50" 37.50 88% 100.0°/" 0.0%
125" 31.50 84% 100.00/1 0.00/"
1.00" 25.00 80°/" 80"/0 100.0% 0.0%
3/4" 19.00 72% 72% 100.0% 0.00/"
5/9" 16.00 67% 100.0% 0.0"/" "
12" 12.50 61% 61% 100.01% 0.0%
3/8" 9.50 55% 55% 100.01% 0.0% o,
1/4" 6.30 46% 100.00/1 0.0%
94 4.75 41% 41% 100.0% 0.0%
#8 2.36 35% 100.00/1 0.0"/"
#10 2.00 34% 34% .00.00/ 0.0%
#16 1.18 22% 100.0% 0.0% r>R
#20 0.930 17"/" 17% 100.0% 0.0%
#30 0.600 11% 100.0% 0.0%
#40 0.425 7% 7% 100.0% 0.0% io.
#50 0.300 4% 100.0% 0.0%
#60 0.250 3% 3% 100.01% 0.0%
#80 0.180 3% 100.0"/0 0.0% °R • omOM
taa000 taaao t.aoo o.too onto
#100 0.150 2% 2% 100.0% 0.0%
#140 0.106 21% 100.0% 0.0"/
#170 0.090 2% 100.0% 0.0"/"
4200 0.075 1.5% 1.5% 100.0"/6 0.0% sp.e s". -•-Ma.sr.� --.-M,sue, --se.e s«„m
a T,a.,rn s•.;=:es.tvvess
--w ha a.row 1-.d winub iva.u,-1 pianro, 6r a"pn .1-,u -,M umr.o"ra�.�,�v"m "r.i�.,n,..d.,e�vu•."r wni�.n ..ram ..oKb. a..ate-.:ft. r d� de
Comments:
Reviewed by: `
Meghan Blodgett-Carrillo
Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-19" • Fax(360)755-1980
Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974
Visit our website:www.mtc-inc.net
Materials Testing & Consulting, Inc. J51M
Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting MATERIALS TESTING a CONSVL1lNG,ING.
Proctor Report
Project Art Tozier Garage Date Received:25-Sep-20 Unified Soils Classification System,ASTM D-2487 ASTM C-136
Project#:20S213 Sampled By:Other GP,Poorly graded Gravel with Sand Sieve Size Percent Specifications
Client:Reeve Sherwood Consulting,LLC. Date Tested:28-Sep-20 Sample Color US mm Passing Max Min
Source:Onsite sampled by others Tested By:IC Mendez dark-brown 12.00" 300.00 100.0% 0.0%
Sample#:B20-1400 10.00" 250.00 100.0% 0.0%
Sample Prepared: Moist:X Manual: 8.00" 200.00 100.0% 0.0
Dry: Mechanical:X 6.00. 150.00 100.0% 0.0%
Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 100.0% 0.0%
ASTM D 1557:X AASHTO T 180; C 3.00" 75.00 100% 100.0% 0.0%
Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 100.0% 0.0%
2.90 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 96% 100.0% 0.0%
1 .8% 1 .9 1325 Ibs/ft' 9.8% 1. " 45.00 100.0% 0.0%
8
2 .8% 13232.3 1.5050" 37 37.50 100.0% 0.0
3 10.8% 132.1 Value w/Oversize Correction Applied 1.25" 31.50 100.0% 0.0%
4 12.8% 130.2 Max.Dry Density Optimum Moist 1.00" 25.00 80% 100.0% 0.0%
ACCREDITED 143.3 lbs/fe 7.2% 3/4" 19.00 72% 100.0% 0.0%
518" 16.00 100.0% 0.0 40
1/2" 12.50 61% 100.0% 0.0 4'0
Moisture Density Relationship 3/8" 9.50 55% 100.0% 0.0%
"Q0 1/4" 6.30 100.0% 0.0%
l+ao
160 #4 4.75 41% 100.0% 0.0%
iio° #8 2.36 100.0% 0.0%
iaJ4ao #10 2.00 34% 100.0% 0.0%
ixo #16 1.18 100.0% 0.0%
110 #20 0.850 17% 100.0% 0.0%
o izao #30 0.600 100.0% 0.0%
lzco
c lzao #40 0.425 7% 100.0% 0.0
uuo #50 0.300 100.0% 0.0%
1fl0 #60 0.250 3% 100.0% 0.0°o
llco
110 #80 0.180 100.0% 0.0%
lno
Uo #100 0.150 2% 100.0% 0.0°o
°% T% a% o% z•v. 11% 12% 13% 14% 15% 16% rl% lax WY M% n% 22% 23% 24% n% #140 0.106 100.0% 0.0%
Percrnt Moiriure #170 0.090 100.0% 0.0%
• o.. z.n M vo a cti. -c.<ra #200 0.075 1.5% 100.0% 0.0%
ASTM D-4718,Miss Oversize Correction Values Spy: No Specs Meets Specs?N/A
•Oversize Maeft o %Gravel:59.0% Cc:0.45 Dtjot:0.566
%Oversize Corrected Optimum %Sand:39.5% Cu:20.90 D(30): 1.733
Retained Density Moisture %Sik&Clay: 1.5% FM:5.61 D(60): 11.839
5% _134.3 9.3%
10% 136.2 8.9% LL:n/a PL:n/a PI:n/a
r15% 138.1 8.4%
20% 140.0 7.9% Sand Equivalent:n/a Req'd Sand Equivalent:
25% 142.0 7.5%
30% 144.1 7.0% Fracture%,I Face:n/a Req'd Fracture%,I Face:
cw r spm,a--..&Te .ialsmia,PS,19 9d Fracture%,2+Faces:n/a Re 'd Fracture°,o,2+Faces:
.virmn,.pp>mi.ro,rnwn®nm,..am.la„i,lmeaa..iwm�pra«ixnm.emrz m.p.nee..a�.,war_..n..�.n....e,.,nmm�.,mrw.namna prol�or�imr..ma..mom no.r peu�.em or,ur".mu.«"w,.,.,.em.a.r<r,.Q..pfrau,gwrrcr�,..,•.:.�i„�� �,.,
„riven,pp-1
Comments:
r �
Reviewed by:
Meghaa Blodgett-CamOo
Corporate-777 Chrysler Drive Burlington,WA 98233 • Phone(360)755-1990 ° Fax(360)755-1980
Regional Offices: Olympia-360.534.9777 Bellingham-360.647.6111 Silverdale-360.698.6787 Tukwila-206.241.1974
Visit our website:www.mtc-inc.net
MATERIALS TESTING A CONSULTING,INC.
Art Tozier Garage - 20S213 - IPD-Soil Compaction: Report #D239714
CLIENT Reeve Sherwood Consulting, LLC. DATE 09/24/2020
PROJECT LOCATION 401 West Bourgault Rd Shelton WA PERMIT #
Inspection Information:
Inspection Date: Time Onsite: 0900 Weather 50's F rain �
09/24/2020 Conditions:
Inspection Performed: {IPD-Soil Compaction
Field Data:
Work/Location: Center of area Gauge Standard MS: 11339
Equipment ID&Serial#: CPN MC-1,Ser.#MD00405572 Gauge Standard DS: 132220
Test Samples:
Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock
Correction:
1.B204400 GP,Poorly gr aded Gravel with Sand 143.3 OM= 7. % ORC=28%
TEST METHOD o ASTM D-1557 /AASHTO T-180
In Place Density Test Results (ASTM D-6938):
Test Mode/ Location of Test Elev. Wet Dry Dens. Moist% Sample %Comp. %Regd.
#
1 8 center of area _ FG j 161.5 150.2 7.6 1 104.8 95
❑ Native Soils Soils consistent with Proctor O Yes O No
® Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No
compaction
Contractor notified of results O Yes O No
Remarks:
i
MTC Inspector arrived on site as requested to do in-place density testing of material on site.Material has been on site for
approximately 10 years. Material is throughout the drive way and in the area where a proposed garage is going to be
built.
Inspector took one blind shot in the center of the area.
Compaction rate is unknown at this time.Results will be updated once proctor analysis is complete.
To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project
specifications and approved plans.
Images:
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlington IOlympialBellinghaml Silverdale ITukwila
360.755.1990
www.mtc-inc.net
Art Tozier Garage-20S213,0912412020,#D239714,Page 1 of 2
4
MATERIALS TESTING&CONSULTING,INC.
is
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-"WE"',
"
y &
UPLOADED: 09/24/2020 14:04:54 UPLOADED: 09/24/2020 14:04:56
REPORTED BY:Ray Gean II REVIEWED BY:Robert McNamara,Project Manager
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burl ingtonIOlympialBellinghamISiIverdaleITukwiIa
360.755.1990
www.mtc-inc.net
Art Tozier Garage-20S213,0924/2020,*D239714,Page 2 of 2
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
CAC�LLED 360-427-9670 ext 352
www.co.mason.wa.us
FNEWATTACHED
9-00623 ADDITION OR REMODEL-
RESIDENTIAL
DESCRIPTION: AFTER THE FACT COVERED PORCHES & ISSUED: 01/11/2021
GARAGE WITH 2 BEDROOMS AND BATH ON UPPER
EXPIRES: 07/10/2021ESS: 401 W BOURGAULT RD W SHELTON
PARCEL: 421153200100
APPLICANT: ARTHUR L TOZIER JR OWNER: ARTHUR L TOZIER JR
PO BOX K PO BOX K
SHELTON,WA 98584 SHELTON, WA98584
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 1512.00 $72,273.60 State Fee-Residential $6.50 $0.00
R-3 VB Residential, one- 1512.00 $182,574.00 Change in Tenant - Minor EH $110.00 $0.00
and two-family Plan Review
Covered Deck/Carport 280.00 $6,160.00 Mechanical Fees $37.00 $0.00
Mechanical Base Fee $30.00 $0.00
Plumbing Base Fee $25.00 $0.00
Planning Review Fee $240.00 $0.00
Plumbing Fees $77.00 $0.00
Building Permit Fee $2,084.88 $0.00
Plan Check Fee $1,355.17 $0.00
Total: $261,007.60 Totals : $3,965.55 $0.00
FIXTURES
(sty Mechanical Fixtures City Plumbing Fixtures
1.0000 Repairs or Additions for the repair or, alteration 1.0000 Number of Water Heaters and or Vent
of, or addition to each heating appliance, 2.0000 Number of Hose Bibs
refrigeration unit, cooling unit, absorption unit of
each heating, cooling absorption or evaporative 2.0000 Bathroom Sink
cooling system, including installation of controls 2.0000 Number of Showers
regulated by the Mechanical Code
2.0000 Number of Toilets
2.0000 Spot Vent Fan(s)
Printed by:Kati Dooley on:01/11/2021 01:20 PM Page 1 of 8
s
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
REQUIRED INSPECTIONS
Setback Inspection Rough- Plumbing Inspection
Footing Inspection Mechanical Inspection
Foundation Wall-Pre-Pour Inspection Insulation Inspection
Shearwall Inspection BLD-Final Inspection
Framing Inspection
CONDITIONS
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* 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
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. 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.
* The foundation/footing must be placed on undisturbed, firm-native soil.
* 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 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.
* 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.
* 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.
Printed by:Kati Dooley on:01/11/2021 01:20 PM
Page 2 of 8
Mason County
ca Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
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 septi c/dra infield 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.
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
and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting
from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. 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.
* 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.
* 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 Iabek, 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 Section R401.3 & R402.4.1.2,
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 IECC/.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 IECC/WSEC R402.4.1.2.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate" and are
available in '/4 or'/z sheets. The Mason County Permit Center will also have some available.
* 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.
* 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.
Printed by:Kati Dooley on:01/11/2021 01:20 PM Page 3 of 8
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
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.
* 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.
* 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.
* 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.
* 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.
* 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.
* 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.
* A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance
with IECC/WSEC Section R404.1.
* Adopted IECC/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):0.28, Skylight (Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation
R-38, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10.
* All property lines shall be clearly identified at the time of foundation inspection.
* 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.
* 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 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.
* 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.
* 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.
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Page 4 of 8
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
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.
* 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.
* Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/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 181 B-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 handier and all ducts are located within the heated space.
* 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.
* Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, 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.
* This structure has NOT been reviewed or approved as an Accessory Dwelling Unit(ADU): A second dwelling unit detachec
from an existing single-family dwelling for use as a completely independent or semi-independent unit with provisions for
cooking, eating, sanitation and sleeping. ADUs are required to meet the requirements under Mason County Development
Regulations 17.03.029.
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Page 5 of 8
Mason County
Mason County - Division of Community Development
2 �, 615 W. Alder St. Bldg.8
Jul Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
" A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with
the 2015 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener
spacing is required to be 4 inches or less. The shear wall schedule shown on sheet_A-2_designate wall(s) type
—SW-8—with fastener spacing 4 inches or less.
The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified
to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special
inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the
inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton,
WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted
to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said
project.
Epoxy grout required and specified on the approved building plans shall require a special inspection. The special
inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified
testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in
accordance to manufacturer specifications that are available on-site during inspection.
Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications.
An inspection report shall be prepared and submitted to the Mason County Building Department prior to the framing
inspection of the project.
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.
All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
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Page 6 of 8
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
Those parts of heating systems that are altered or replaced shall comply with the current IECC/Washington State Energy
Code, Section R503.1.2 When a space-conditioning system is altered by the installation or replacement of space
conditioning equipment(including replacement of the air handler, outdoor condensing unit of a split system air conditioner or
heat pump, cooling or heating coil, or the furnace heat exchanger), the duct system that is connected to the new or
replacement space-conditioning equipment shall be tested as specified in WSU RS-33. The test results shall be provided to
the homeowner AND the Mason County Building Department at the final inspection.
The new and replaced heating equipment shall meet the requirements of the current Washington State Energy Code,
applicable sections of the IRC and IMC.
New and replaced heating equipment shall be sized in accordance to 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 WSEC Section R403.3.2, all new 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 in accordance with International Mechanical Code or the International Residential Code.
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 BM 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 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least
land 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 new duct systems.
All new ducts outside the building envelope (not including crawl spaces) must be insulated to a min. of R-8. Duct located
within a concrete slab or in the ground shall be insulated to R-10 with insulation designed to be used below grade.
DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit
documenting test results in accordance to WSEC Section 403.3.3 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.
* Attic Ventilation: IRC section R806
Enclosed attic and rafter area shall be supplied with cross-ventilation. The net area shall not be less than 1/150 of the area
of the space to be ventilated. If 50% and not more than 80% of the ventilating area is provided from the upper portion of the
space to be ventilated, then 1/300 is allowed.
* The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal
(33.3% slopes) shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes.
Alternate setbacks may be approved subject to approval of the building official based upon the investigation and
recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include
consideration of material, height of slope, slope gradient, load intensity, and erosion characteristics of slope material.
* This garage portion of the structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural
buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of
Use" permit is applied for, reviewed and approved.
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G FLe._� Mason County
Mason County - Division of Community Development
�v l 615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
ADDITION OR REMODEL- RESIDENTIAL BLD2019-00623
Applicant/ Owner assumes all responsibility if On-site Sewage Components are encumbered.
A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B.) Septic tank(s) requires 5ft setback from all footing/foundations.
C.) No foundation/ Perimeter Drains within 30ft, down gradient of Drainfield/ Reserve area.
D.) No Cut Bank(s) (greater than 5ft and over 45 degrees) within 50ft, down gradient of Drainfield/ Reserve area.
Environmental Health will require applicant apply for two party well approval prior to final of building permit. Well
documents supplied with building application were for 331 W Bourgault Rd West. It assumed that 401 W Bourgault Rd West
is sharing a well with 331 W Bourgault Rd. Two party well must be approved prior to final of building permit.
I 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 f�n other s t /local law regulating construction or the performance of construction.
Issued By: a
Contractor or Authorized Agent: Date:
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