HomeMy WebLinkAboutBLD2022-00814 Revised SFR - BLD Inspections - 10/22/2024 INSPECTION CARD
Mason County
615 W. Alder St. Bldg.8, Shelton,-WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
PERMIT# BLD2022-00814 PROJECT ADDRESS 530 E Lombard Rd S Grapeview,WA 98546
PARCEL# 121085001003 PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE
OWNER GRIFFIN TESSA ALEXANDRA ADDRESS 8525 10TH AVE NW PHONE
CONTRACTOR ADDRESS PHONE
CONTRACTOR LICENSE LENDER
INSPECTION INSP DATE Comments INSPECTION . INSP DATE Comments
Setback Inspection -3- Framing Inspection
Footing Inspection v Rough-Plumbing Inspection
Foundation Wall-Pre-Pour ,f� Mechanical Inspection
Underground Plumbing e b -fo-,2 Insulation Inspection P4603-6-2YI
Slab Insulation . V64A of '0wvAtt,( cc Connection has been verified by
Shearwall Inspection -/ . P�4 /cC BLD-Final Inspection VOL
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MASON COUNTY 360-427-9670 Shelton ext.352
COMMUNITY SERVICES 36 60-482-52 Belfair ext.352
360-482-5269 Elma ext.352
Building,Planning,Environmental Health,Community Health
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.=soncoun"a.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: &D joaa- ao rl q
ADDRESS/LOCATION: 5,30 E 4-0/4ZARD R D I
FINDINGS:
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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 Sr;iJD QCu ME&W1 dn/
Date: S 31-:23 ❑ Please contact our office regarding possible
Department: ELP structural damage incurred by recent
Inspector: D "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS. TAG
MCC14.12
•
MASON COUNTY 360-427-9670 Shelton ext.352
360-275-4467 Belfair ext.352
COMMUNITY SERVICES 360-482-5269 Elma ext.352
Building,Planning,Environmental Health,Community Health
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncoun"a.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: R(,D--20.:;0-001?/y
ADDRESS/LOCATION: 40MBArlp
FINDINGS: sz
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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.
04nOKtoMake corrections, items will be checked on the next inspection.
S!�ND 7ATOS
Date: ❑ 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
360-427-9670 Shelton ext.352
MASON COUNTY
COMMUNITY SERVICES 36 60-482-52 Belfair ext.352
360-482-5269 Elma ext.352
Building,Planning,Environmental Health,Community Health
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masonco="a.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: j� 201-9 -(°"�.�bl i_�
ADDRESS/LOCATION: (7 �� ��C1 c�
FINDINGS:
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Items listed above must be corrected to gain compliance
PHIS IS NOT A COMPLETE INSPECTION
This structure has been inspected by Mason County Building Department and the items listed
ove are in VIOLATION of Mason County laws and/or ordinances.
all 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: Please contact our office regarding possible
Department:22 uD structural damage incurred by recent
Inspector: �(Y a "natural/man made"disasters.This is NOT a
CORRECTION NOTICE. i
DO NOT REMOVE THIS. TAG
MCC14.12
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.masoncoun"a.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER�j�ZQ22- QF,
ADDRESS/LOCATION:�3�[)_F, LQM) jCk,r A "315.
FINDINGS:
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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.
to,u
Date: �"� ❑ Please contact our office regarding possible
Department: structural damage incurred by recent
Inspector: f i C�l "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS. TAG
MCC 14.12
Mason County
' Mason County - Division of Community Development
' 615 W.Alder St:
Building 8
Shelton,WA 98584
V 360-427-9670 ext 352
www.masoncountywa.gov
B DD2022-00814 NEW SINGLE FAMILY RESIDENCE
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ISSUED: 10/13/2022
SITE ADDRESS: 530 E LOMBARD RD S GRAPEVIEW
EXPIRES: 04/11/2023
PARCEL: 121085001003
APPLICANT: GRIFFIN TESSA ALEXANDRA OWNER: GRIFFIN TESSA ALEXANDRA
8525 10TH AVE NW 8525 10TH AVE NW-
SEATTLE,WA 98117 SEATTLE,WA98117
253.318.2371
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 686.00. $41,077.68 State Fee-Residential $6.50 $0.00
R-3 VB Residential,one- 3067.00 $454,928.11 Plan Check Fee $2,342.67 $0.00
and two-family Building Plan Review/Change of $130.00 $0.00
Covered Deck/Carport 504.00 $11,088.00 Use-Onsite Sewage
Uncovered Deck 192.00 $2,880.00 Mechanical Fees $252.00 $0.00
Plumbing Fees $113.00 $0.00
Technology Surcharge $132.14 $0.00
Planning Review Fee $240.00 $0.00
Building Permit Fee _ $3,604.10 $0.00
Plumbing Base Fee $25.00 $0.00
Mechanical Base Fee $30.00 $0.00
Building Plan Review Revisions $240.00 $0.00
Total: $509,973.79 Totals : $7,115.41 $0.00
FIXTURES
gty Mechanical Fixtures City Plumbing Fixtures
1.0000 Dryer Vent(s) 1.0000 Number of Bath Tubs
1.0000 Furnace(s) 1.0000 Number of Clothes Washers
1.0000 Heat Pump(s) 1.0000 Number of Dishwashers
1.0000 Propane Tank(s) 1.0000 Number of Kitchen Sinks
Printed by:Genie Mcfarland on:02/02/2023 01:10 PM
Page 1 of 8
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Mason County
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Mason County - Division of Community Development
615 W.Alder St.
w
Building 8
Shelton,WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW SINGLE FAMILY RESIDENCE BLD2022-00814
Cfty Mechanical Fixtures Qty Plumbing Fixtures
1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Showers
2.0000 Gas Outlet(s) (1-5) 1.0000 Number of Water Heaters and or Vent
3.0000 Spot Vent Fan(s) 2.0000 Number of Hose Bibs
2.0000 Number of Toilets
3.0000 Bathroom Sink
REQUIRED INSPECTIONS
Setback Inspection Framing Inspection
---- -----------
Footing Inspection .._ Rough-Plumbinglnspection
.____._.____.___.._
Foundation Wall-Pre-Pour inspection Mechanical Inspection
............. ...................,.....a..
Underground Plumbing Insulation Inspection
----------------
Slab
Insulation Connection has been verified by Health or Utilities
Shearwall Inspection BLD-Final Inspection
CONDITIONS
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. w _
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.
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Page 2 of 8
Mason County
r�
Mason County - Division of Community Development
615 W.Alder St.
V Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW SINGLE FAMILY RESIDENCE BLD2022-00814
* 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 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 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.
------------- --
* 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).
P p
* Pressure treated wood manufactured 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.
__-_____w_.--------- _____--------._,._.______._.__.....__..__...____..___...___.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
----------____w___------------. .___.__ .__-______ ....____.___.------...------ ,.__. ._..____.w____..._._______._
* 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.
.......................................a_......aa__..,........... ...a ..................... ......................
.
* 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.
* 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.
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Page 3 of 8
Mason County
`j 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 BLD2022-00814
" 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:Table406.2
2 Heat pump
Table 406.3—Energy Credits (Single Family)
1.3 Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Vertical fenestration U =0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10
perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by5%
2.1 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour.
maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air
leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section
M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a
high efficiency fan(s)(maximum 0.35 watts/cfm),'not interlocked with the furnace fan (if present).Ventilation systems using a
furnace including an ECM motor are allowed if they are controlled to operate at low speed in ventilation only mode.
3.5 Air-source, centrally ducted heat pump with minimum HSPF of 11.0.
4.2 HVAC equipment and associated duct system(s)installation shall comply with the requirements of Section R403.3.7.
Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and
ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is
not permitted under this option.
5.4 Water heating system shall include one of the following:
Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification or for R-2
Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of NEEA's advanced water heating
specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot
water supply and recirculation piping shall be insulated with.R-8 minimum pipe insulation.
" .............
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.
* 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.
___._____.__,..._-__w__._.w_4____..---------------..______._-__..------- -----------..-------..---------------
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.
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Page 4 of 8
I`
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 BLD2O22-00814
* 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.
... ---..-------- -----. ___-- ---------------------------------------------
" 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.
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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 RESIDENCE BLD2022-00814
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.
'
A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lampsin accordance
with IECC/WSEC Section R404.1.
„__._______.w.w_______,___.---- -------_......_.___...__�-------.-----.__._______-___________________ __
* 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.
" Y
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.
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.
" 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.
___________________________ ------------ ___..--------._____________-__.
All property lines shall be clearly identified at the time of foundation inspection.
-------------_------------.---------...-------.__....__..---------_-------.------------------------_...........
._..___,
* 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 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.
* 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.
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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 BLD2O22-00814
* 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.
-----------------------._..-_-__--_-----_----._.--_-----_----------_-_-----------__.._-------------
* 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.
...... .........................................----........................__--------------------
* 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.
----- ------------------------------ -------------- -------- -------- ------- -- -----------.,_..
* The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* 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. Ail
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 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.
.------------- -------------------------------------------- ----------------------------------...----------
* 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.
--------•---------------.-_. -------------------_._-_---------------------------- ----------- ---------------
* On-site Septic System final installation approval required prior to temporary/final occupancy of the residence.
--.
._ ...........................................................................................................
* 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.
- - -------------- ------------------ --------- ---------- ---.....
* Applicants must have a satisfactory Operations and Maintenance inspection on septic system prior to final occupancy.
--- -- ---------- ------------------ ----- ------ ------------- ------- ---------
* The destruction or alteration of Fish and Wildlife Habitat Conservation Area's-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.
Printed by:Genie Mcfarland on:02/02/2023 01:10 PM
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 BLD2022-00814
" All setbacks are measured from the furthest projection of the building.
__. ...............................................................__.........................................
" Retaining walls are not permitted in the shoreline buffer
- ------------------------------------------------------------------------------------
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 S5 designate SW2, SW3, SW4,AND
GARAGE PORTAL WALLS (5/131)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.
* 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 WA98584
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 REPORT REQUIRED FOR THE FOLLOWING
-SOILS COMPACTION PER PROVIDED GEO-REPORT
-PILE DRIVING
* Owner shall provide pile drivers report on all piles.Any pile supporting structure and over 10'in height from floor of body of
water shall require engineered design and special inspection. Engineer of record (or certified special inspector)shall provide
verification at time of inspection that piles are driven to point of refusal and/or installed per design.
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 provisionis-AAwy other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Age t _ Date: 02 62 2023
Printed by:Genie Mcfarland on:02/02/2023 01:10 PM
Page 8 of 8
DAILY FIELD REPORT
PROJECT NO.: Marvik.ELombardRdS
oleo REPORT DATE: Monday,June 03,2023
G E 0 R E S 0 U R C E S REPORT NO.: 05
earth science & geotechnical engineering GR FIELD REP.: KLR
PERMIT NO.:
PROPOSED SFR
PROJECT NAME/LOCATION 530 E LOMBARD RD S
MASON COUNTY,WA
REPORT SUBMITTED TO: Contractor Name and Contact: WEATHER
Client Nick Marvik General: Steffen Construction(253)255-4032
&TEMP. Sunny,60s
cc Steffen Construction Subcontractors for Geotechnical Construction TIMES OF SITE VISITS:
Steffen Construction (253)255-4032 From 1300 To 1315
From To
From To
TASK FIELD OTES
General We arrived onsite at the request of Steffen Construction to observe building slab subgrade associated
with the proposed single-family residence being constructed at 530 E Lombard Rd S.
Prior to our arrival,the contractor placed and compacted approximately 2-feet of clean pea gravel using
5-inch lifts with a plate compactor in the slab area of the building.
While on site,we probed the prepared subgrade using a 1/2-inch steel T-probe generally observing 2 to
Field Observations 4-inches of embedment indicating a firm and unyielding surface. Based on our site observations, it
appeared that the subgrade is suitable for further construction. An excerpt of sheet S1 from the
structural site plans (prepared by Hodge Engineering, Inc, dated January 13, 2023) showing the
approximate locations observed is included on page 2.
UMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep REVIEW BY(PM initial/date)
our client informed of the progress and quarity of the work_The presence and activities of the GeoResources field representative and our
occeptance of arty non-conforming work or failure to reject any non-conforming work does not relieve the contractor from complying with its
AL—
contract documents. GeoResources does not have the authority to direct the contractor's work Any information provided by the GeoResources
field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The WRITTEN BY(initial/date)
contractor is solely responsible for its means,methods,sequences construction site safety,quality of work;and adherence to the contract Kilt
documents.
Page 1 of 3
i
DAILY FIELD REPORT
PROJECT NO.: MarvilLELombardRdS
REPORT DATE: Monday,June 03,2023
G EORESOURCES REPORT NO.: 05
earth science & geotechnicaf engineering 6R FIELD REP.: KLR
PERMIT NO.:
PROPOSED SER
PRf?JECT'NAME/f.OG 530 E LOMBARD RD S
MASON COUNTY,WA
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An excerpt of sheet S1 of the structural drawings prepared by Hodge Engineerings,Inc,dated January 13,2023.
Approximate location probed
1
LIMITATIONS: The GeoResources field representative is present an site solely to observe the field activities of the contractor identified and keep REVIEW BY(PM initial/date)
our client informed of the progress and quality of the work The presence and activities of the GeoResources field representative and our
acceptance of any non-conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its
contract documents. GeoResources does not have the authority to direct the contractors work Any information provided by the GeoResources
field inspector is intended solely to advise the contractarof the technical requirements of the plans and specftations and/or design concept. The WRITTEN BY(initial/date)
contractor is solely responsible for its means,methods,sequences,construction site safety,quality of work,and adherence to the contract KLH
documents.
Page 2 of 3
DAILY FIELD REPORT
PROJECT NO.: MandULombardRdS
REPORT DATE: Monday,June 03,2023
G E 0 R E S 0 U R C E S REPORT NO.: 05
earth science & geotechnicaf engineering GR FIELD REP.: KLR
PERMIT NO.:
PROPOSED SFR
PROJEGT;'NAME/LOCATION 530 E LOMBARD RD S
MASON COUNTY,WA
s.
ya y4/'
5 � -,
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A `nor}�•�y+Lt-
Pe
V.
y - �v- �� ���' .a..' `�-t—.Dr4,,,`+'�"�
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Photos of slab area inspected,facing north.
LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor identified and keep REVIEW BY(PM initial/date)
our client informed of the progress and quality of the work_The presence and activities of the GeoResources field representative and our
acceptance of any non-conforming work or failure to reject any non-conforming work does not relieve the contractor from complying with its
contract documents. GeoResources does not have the authority to direct the contractor's work Any information provided by the GeoResources
field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The WRITTEN BY(initial/date)
contractor is solely responsible for its means,methods,sequences,construction site safety,quality of work,and adherence to the contract KLR
documents.
Page 3 of 3
6 AAA t 30 2023
# ,M "`# x } P kg„"�a *s3 fi{; -„' .,.,r` �� �1
L i*`z v"k r x [; x 'i`: l7
rri tr� t
'Ipcc�al, Insp�c �an Rq;u�rments �
MASON COUNTY
COMMUNRY SERVICE a> ,. " ' _ •,r .�+ „r, ,-_
202,2-00814 Np'1 s R 530a,lombard road south,.grapeAew,WA/12108566i0d3
Permit Number Project Title Project Address/Parcel Number
Applicants of projects requiring Special,lnspection or Testing per Chapter 1704&1705 of the International
Building Code, as amended by Washington State. Please acknowledge and return thisform 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 Agencyshall 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 bythe building.inspector.
7. Copies of all .ongoing laboratory-and testing reports shall be 'sent directly to the. Building
Inspector by the Inspeetion/Testing Agency or other responsible part)(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
f V
x a s &
MMON COUNTY
COMMUNITY SERVICES
ACKNOWLEDGEMENT&
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.agencyfirm/s or individual/s, isted'herein'are'hired by me to
perform "Special Inspections"and/or"Structural Testing" in accordance with the provisions of the International
Buildingcode.(IBC)Chapter 17.
Nick Marvik 1/27/2023
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 fisted herein:are required for this project in accordance with the provisions of the International
Building Code(IBC)Chapter 17.
John Hodge R
Architect/Engineer(print),
Architect/Engineer Stamp/Signature(date)
37886 °
� FGfSTER� <v
o�FSSIONAI-�N�'�
Testing Agency Name/Contact Geo Resources, LLC Keiths@georesources.us
info:
253-896-1011
The:Special.Inspectionffesting 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.
Nick Marvik, 127i2023
General Contractor(print) General Contractor'Signature (date)
Page 2 of 4
s A,
a r, 's ''4 €* @ 1 k •r. "9 ' azL ' ''. -* rp`c.;�, �d�r�s d'��i y,�'v 5
a; ` 'n i --, r'o�'+-. '*5� "�"C' Y�a g.°tt ,✓haw
MASON COUNTY
x K�
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 Saismic.Design:Category D, 1704.6.1
❑ Structures classified as.Risk Category III or IV.located in.Seismic-Design Category D,. ,170.4.6.1
❑ Steel construction&structural Steel 1705.2.1
❑Cold form steel deck 1705:2.2
❑ Open-Web steel joists &,girders 4705.2.3
❑Cold form steel trusses spanning 60 feet or greater 1705.2.4
❑ Concrete.construction 1705.3 & Table 1705.3
❑ Shotcrete 1705.3
❑ W.elding 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 1,705.4.2
❑ Wood construction'17.05.5.
❑.High Load-Diaphragms 1705.5.1
❑,Metal-plate connected wood trusses spanning 60 feet or greater 1705.5:2-
Soils 1705.E &,Table 1705.6 Co►?#z41am vKder ft* ;.
Driven deep foundations 1705.7&Table 1705.7(ntcal e tee
❑ Cast in-place deep foundations 1705.8&Table 1705.8
❑.Helical pile foundations 1705.9
❑Fabricated items 1705.10
Page 3:of 4
a
ng' <��i #,� idi'�, ..r• 3,...ry ,��, '�`„�w t `ic��' x *tom, '"P�4.:��yr fi��`` �.#, f t t � air�cu�:
MASON COUNTY
COMMUNfIY SERVICES
❑Special inspections.forwind resistance 1705.11
❑ Structural wood 1705'11.1
❑'Wind resisting components.17.0-5.11.3.
❑ 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 1105.12.3
❑'Designated seismic systems'1705.12.4
❑ Architectural components 1705.42.5
❑Plumbing;mechanical& electrical components 1705.12.6
❑Storage racks 1705.12.7
❑ Seismic isolation systems 1705.12.8
❑Gold-formed steel special bolted moment frames 1'705.12.9
❑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 1.705.13.3•
❑ Seismic..isolation systems 1705.13.4
❑Sprayed fire-resistance materials 1705.14
❑Physical and visual tests 1705'.1.4.1
❑ Structural:memb.er surface conditions 1705.14.2.(1705..1.4.3'through 1705.14.6.3)
❑Mastic &intumescent fire-resistance costings•1.705.15
❑.Exterior insulation&.fmish.systems(EIFS) 1705:16:
❑,Fire=resistance'penetrations and joints:170,5..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