HomeMy WebLinkAboutBLD2022-00760 SFR - BLD Inspections - 4/3/2024 ti
615 W.Alder St.Bldg 8,SHELTON,WA 98584
f MASON COUNTY SHELTON:360-427-9670,EXT 352
l COMMUNITY SERVICES BELFAIR:360-275.4467,EXT 352
Building Planning Environmental flealth,Community 14ealth 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 BLD2022-00760 Date Issued 02/03/2023 Issued By
Project NEW SFR
Site Address 640 E Happy Hollow Dr
Applicant JOHNSON ROBERT R&ANN E
Contractor
Contractor Phone
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type NEW SINGLE FAMILY RESIDENCE 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 /5,5-�3 p6D Slab
Footing Perimeter Point load Footing
Footing Interior -/ .13 MD Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing -a
Groundwork Mechanical Plumbing .:2 DCD
Groundwork Gas Pipe Mechanical
Gas Piping 12-( Shear Wall Nai ing
Underfloor
Other
Insulation Slab IJ Ceiling
Floor Vaulted Ceiling
Walls (2_a Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building - .24 Z&0
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
FAIL 12- 13 2 NO 5'e- 'q�
MASON COUNTY 360427-9670 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: Bi D 02o?2- (90Z6o
ADDRESS/LOCATION: S10 E 1 APPy Pa tta 4 i 1) 1-3,
FINDINGS•
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Items listed above must be corrected to lain 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: 17-13`�3 ❑ Please contact our office regarding possible
Department: structural damage incurred by recent
11 natural/man made"disasters.This is NOT a
Inspector: 'j3W 1,
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
MASON COUNTY
COMMUNITY SERVICES
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Permit Number Project Title Project Address/Parcel Number 7—
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 . Inspection/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
pec a rs
MASON COUNTY
COMMUNITY SERVICES
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(Signatur (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.
Len Williams, Williams Architecture
Architect/Engineer(print)
Architect/Engineer Stamp/Signature(date)
8-5-22
N1A ,41&S 7 i�1G co�skLTi�c/G l�t/C. c)
Testing Agency Name/Contact
info: 7?? (f14P YS Lf-P 4DR-icJF-) $ut`'�c�G�a�t1, CU►9I QS Z 3 3
P., 360 - 755- Lq q 0 C: 36o- 7Z6-g2-6�
The Special Inspection/Testing Agency listed above must have a current Portfolio of Qualifications
on file with the County prior 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.
General Contractor(print) General Contractor Signature (date)
Page 2 of 4
eGim inspecuon ,Keq
MASON COUNTY
COMMUNITY SERVICES
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
dConcrete 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
❑ Helical pile foundations 1705.9
❑ Fabricated items 1705.10
Page 3 of 4
MASON COUNTY
COMMUNITY SERVICES
❑ 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 racks 1705.12.7
❑ 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
MATERIALS TESTING A CONSLJL.TING,INC.
Bobs Shop - 23S109 - Field Report: Concrete: Report #F316275
CLIENT DATE 08/18/2023
PROJECT LOCATION 540 E. Happy Hollow Drive Belfair WA 98528 PERMIT #BLD2022-00760
Inspection Information:
Inspection Date: Time Onsite: 07:45 Weather (Cloudy 58
08/18/2023 AM Conditions:
............
Inspection Performed: 1 Concrete
Subcontractor: Pearson Concrete I Continuous or Periodic: ontinuous �
Sheets: Sl of 3 Location/Area: hop
Details: D2 _ Level/Elevation: OG
Approved Plans Dated: 104/082022 j
Remarks:
CONCRETE PLACEMENT:Continuous Inspection
MTC inspector on site,as requested,to observe the placement of approximately 17 CY of concrete with Mix Design ID
#01600 supplied by Miles into S.O.G.at the location noted above.
One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#C316209 for field
test results and for more information.
Concrete was placed via trucks'chute and finished by hand.
To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project
specifications and approved plans.
Images:
"a n 1 p<a m a M.ffK an Mo am sue asate ma a„ml prcaam of crams.aoe ammo^ a.Pm,sonm of oammero,mowaw.o,emoas more a r 9..a Q ou,rcaom.rc.a na,bre o a.,a aw,o.ai.
Environmental•Geotechnical Engineering 9 Special Inspection•Non-Destructive Testing•Materials Testing
Burlington IOlympialBellinghamISiIverdaleITukwiIa
360.755.1990
www.mtc-inc.net
Bobs Shop-23S109,0811812023,#F316275,Page 1 of 3
MATERIALS TESTING&CONSULTING,INC.
UPLOADED: 08/20/2023 09:37:06 Li�LOADED: 08/20/2023 09:37:47
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UPLOADED: ;" UF,_
As a meuel prdacUon b dKree,the puck erM orefeNes,ell reports ere s.rnmmee esbe oopM.e I properly of oft.entl eutlwr®4on for pAkW of Yt—ft,mndusbrrs or extrede ham or regartling our repotls a reservetl peMirg our written approval
Environmental•Geotechnical Engineering a Special Inspection•Non-Destructive Testing Materials Testing
BurlingtonjOlympialBellinghamI Silverdale ITukwila
360.755.1990
www.mtc-inc.net
Bobs Shop-23S109,0811812023,*F316275,Page 2 of 3
tB
MATERIALS TESTING&CONSULTING,INC.
x-
UPLOADED: 08/20/2023 09:37:53
REPORTED BY:Mark Hite REVIEWED BY:Michael Houser,Project Manager
A,a mutual pre+ecion to G1-the pudic and ourselves,all reports M eob oW tlVm o fid,ntial property of dnnrs.and aNnorvalwn for puW—t—of 9atemeres.mndusoirc or eAlr from a rap,&V our spats le.—W pwr q ou wdM app�.
Ln%ironmental•Geotechnical Engineering•Special Inspection•Von-Destructive Testing a Materials Testing
Burlington IOlympialBellinghamI Silverdale ITukwila
360.755.1990
www.mtc-inc.net
Bobs Shop-23S109,08/18/2023,*F316275,Poge 3 of 3
MATERIALS TESTING i CONSULnNQ INC.
Bobs Shop as 23S109 as Field Report: Sample Pick-Up: Report #F316408
CLIENT DATE 08/21/2023
PROJECT LOCATION 540 E. Happy Hollow Drive Belfair WA 98528 PERMIT #
Inspection Information:
Inspection Date: Time Onsite: 03:41 Weather
08/21/2023 PM Conditions:
Inspection Performed: Sample Pick-Up
Comments:
MTC on site to pick up and transport One set of Five 4x8 cylinders cast 8/18 to the MTC Olympia Lab for final curing and
compressive strength testing.
REPORTED BY:Mark Hite REVIEWED BY: Michael Houser,Project Manager
As s m W protection to clients,the pu01k am-Nes,ell reporls are wb rrd as me con/demtl property of dlent,efq aNl,o fion for wtacetion of statm its,contlusbm or eetreQs from of repardrq era report is to "pa,,ra,our w ,,approval.
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlington[OlympialBeIIinghamISiIverdalelTukwila
360.755.1990
www.mtc-inc.net
Bobs Shop-23S109,0812112023,#F316408,Page 1 of 1
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MATERIALS Twnti6 i communia.imc.
Bobs Shop - 23S109 - Compression Test: Concrete: Report #C316209 - DRAFT
CLIENT DATE
PROJECT LOCATION 540 E. Happy Hollow Drive Belfair WA 98528 PERM
Inspection Information:
Inspection Date: Time Onsite: 07:45 Weather Cloudy, 58°
08/18/2023 AM Conditions:
Inspection Performed: Compression Test:Concrete
Field Data (ASTM C-31):
Location of Placement: Garage,S.O.G
Sample Location: Northwest corner
Contractor:Tanglewood Construction Subcontractor:Pearson Concrete ;Supplier/Plant:Miles/208
Qty Placed,Cu. 10.75 of Slump,Inches(ASTM C-143)or W/C Yd.: 17.00 Ratio: 4 Concrete Temp, °F(ASTM C-1064): 65
j
Delivery Ticket 1054268 Job Spec.Slump: 5 max Ambient Temp, °F: 58
Truck#: 1081 Air Content,%(ATSM C-231): N/A Min Temp, °F: N/A
Batch Time: 07:00 Job Spec.Air:j N/A Max Temp, °F: N/A
Sample Time: 08;25
Mix#and Proportions: 01600/10.75 CY
Cement,lbs.: 6100 Coarse Agg,lbs.: 19980 Admixture,oz./cwt:Delvo-484.00 oz.
Flyash,lbs.: N/A Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A
^
Water,gals.: 273.8 Coarse Agg,lbs.:N/A _ Admixture,oz./cwt:N/A
Fine Agg,lbs.: 15280 m Coarse Agg,lbs.:,NIA Admixture,oz./cwt: N/A
10 Gallons of water were added ®Prior to sampling
Sample Type & Compression Test Results:
Received 08/21/2023 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39)
Test:
Sampling was done in accordance with ASTM C172.
Lab Tests:
Test Total Sample Sample Comp.
New Age Date of Load Dim. Area Strength Tested By Break ASTM ASTM
Log# (Days) Test (Lbs.) (In.) (Sq.In.) (PSI) Type C-617 C-1231
06027 7 08/25/2023 53,343 3.99 12.50 4,270 Chandler Kirk-Patterson 2 ❑
06028 28 09/15/2023 0 0 0
06029 28 09/15/2023 0 0 0
06030 28 09/15/2023 0 0 0
06031 H 0 ❑ ❑
REQ'D 28 4000
Images:
AF rasdta apply only t°.dual M albns and matariah lewd.Aa a mdual vdaaon w oaads.ft Nu .nd ourwNaa,sA r.poa.ra w Mad.a V-_Mian4al pr.pady d diada,and aulaor W,for pudlnbon of mt mems,oo JueiorH or am.as hom or
ra°ardlnp our report•a-ad pai wag our wrillan approval.
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
BurlingtonjOlympialBellinghamlSilverdalelTukwila
360.755.1990
www.mtc-ine.net
Bobs Shop-23S109,0 811 812 02 3,#C316209,Page 1 of 2
A6L- &t _- 11�>I.
MATERIALS TESTING 8 CONSULTINGN INC.-
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UPLOADED: 08/18/2023 11:31:41
REPORTED BY: Mark Hite REVIEWED BY: ,
All r $ts apply only to actual locations and materials tested.As a mutual protection to client,.the publi and ourselves.all reports are suhmrtted as the...5dential property of diem.,arts autMrizatron for Nbl—ioh of statements,wr fusions or eao-ada kom or
regarding our reports is reserved pending our written approval.
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burl ingtonjOlympial Bel I Ingham lSilverdaleiTukwila
360.755.1990
www.mtc-ine.net
Bobs Shop-23S109,0 811 812 02 3,#C316209,Page 2 of 2
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 DD2022-00760 NEW SINGLE FAMILY RESIDENCE
PROJECT DESCRIPTION: NEW SFR ISSUED: 02/03/2023
SITE ADDRESS: 540 E HAPPY HOLLOW DR BELFAIR
EXPIRES: 08/02/2023
PARCEL: 222221390003
APPLICANT: JOHNSON ROBERT R&ANN E OWNER: JOHNSON ROBERT R&ANN E
550 E HAPPY HOLLOW DR 550 E HAPPY HOLLOW DR
BELFAIR,WA 98528 BELFAIR,WA98528
1.253.225.4900
VALUATIONS: FEES: Paid Due
Covered Deck/Carport 330.00 $7,260.00 State Fee-Residential $6.50 $0.00
U VB Utility, miscellaneous 1464.00 $87,664.32 Plan Check Fee $1,058.88 $0.00
R-3 VB Residential, one- 625.00 $92,706.25 Technology Surcharge $63.46 $0.00
and two-family Plumbing Fees $102.00 $0.00
Plumbing Base Fee $25.00 $0.00
Building Plan Review/Change of $125.00 $0.00
Use-Onsite Sewage
Mechanical Fees $328.00 $0.00
Planning Review Fee $240.00 $0.00
Mechanical Base Fee $30.00 $0.00
Building Permit Fee $1,629.04 $0.00
Total: $187,630.57 Totals : $3,607.88 $0.00
FIXTURES
Qty Mechanical Fixtures Qty Plumbing Fixtures
1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers
1.0000 Spot Vent Fan(s) 1.0000 Number of Dishwashers
1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Showers
1.0000 Ductless Heat Pump 1.0000 Number of Toilets
1.0000 Propane Tank(s) 1.0000 Number of Water Heaters and or Vent
Printed by:Genie Mcfarland on:02/03/2023 11:10 AM
Page 1 of 8
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
NEW SINGLE FAMILY RESIDENCE BLD2022-00760
City Mechanical Fixtures Qty Plumbing Fixtures
2.0000 Wood/Gas/Pellet Stove(s) 2.0000 Bathroom Sink
5.0000 Gas Outlet(s)(1-5) 2.0000 Number of Kitchen Sinks
3.0000 Number of Hose Bibs
REQUIRED INSPECTIONS
Setback Inspection Framing Inspection
Footing Inspection Rough- Plumbing Inspection
Foundation Wall-Pre-Pour Inspection Mechanical Inspection
SLAB INSPECTION Insulation Inspection
Underfloor Inspection Connection has been verified by Health or Utilities
Shearwall Inspection BLD-Final Inspection
CONDITIONS
" Concrete used for basement walls,foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
* 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.
* 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.
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not
allowed without the approval of the Mason County Fire Marshal.
* 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.
* All property lines shall be clearly identified at the time of foundation inspection.
Printed by:Genie Mcfarland on:02/03/2023 11:10 AM Page 2 of 8
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
NEW SINGLE FAMILY RESIDENCE BLD2022-00760
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.
* 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.
* 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.
* 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.
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.
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Page 3 of 8
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
NEW SINGLE FAMILY RESIDENCE BLD2022-00760
" Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* 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.
* 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.
* 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.
* 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.
* 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.
* 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.
* 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.
* 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.
* 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.
* The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
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Page 4 of 8
Mason County
'10
Mason County - Division of Community Development
615 W.Alder St.
Building 8
im Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW SINGLE FAMILY RESIDENCE BLD2022-00760
* 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.
* 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.
* 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.
* 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.
Fuel Normalization Credits: Table 406.2
2 Heat pump
Table 406.3—Energy Credits(Single Family)
3.6 Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump
system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor
air temperature.
* 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.
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Page 5 of 8
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
NEW SINGLE FAMILY RESIDENCEBLD2022-00760
* 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 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 handler and all ducts are located within the heated space.
* 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.
* 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.
* 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.
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Page 6 of 8
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
NEW SINGLE FAMILY RESIDENCE BLD2O22-00760
* 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.
* 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 approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical
report.All applicable recommendations and specifications shall be applied to the development on this site. Any deviation
requires stamped written approval from the registered design professional responsible for the report and may require special
inspection by the same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report,
may require a separate permit. The geotechnical report shall remain attached to the approved building plans.
* Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.
* Applicant must provide a satisfactory Operations and Maintenance report on septic system within the last year prior to final
occupancy.
* 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.
* 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.
* A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with
the 2018 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 S3 designate wall(s)type 2 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.
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Page 7 of 8
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
NEW SINGLE FAMILY RESIDENCE BLD2022-00760
" 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.
'SPECIAL INSPECTION REQUIRED FOR CONCRETE TESTING AND REBAR FOR CONCRETE REQUIRING A
COMPRESSIVE STRENGTH OVER 2,500 PSI. SEE APPROVED PLANS FOR LOCATION(S)
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 of any other state/local law regulating construction or the performance of construction.
Issued By: f�
s
Contractor or Authorized Agent: a �it/r � . ; Date:
1'
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Page 8 of 8