HomeMy WebLinkAboutBLD2023-00476 SFR - BLD Inspections - 6/28/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 352
t COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352
Bull&mj,Plannuig,Envkonmental Health Community Healdi ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY**
To schedule an inspection call or visit http:ltwww.co.mason.wa.us/community-services/bid-inspection.php
Permit Number BLD2023-00476 Date Issued 09/07/2023 Issued By
Project NEW SFR W/ATTACHED GARAGE(COVAL)
Site Address 501 E HOLLOWPOINT RD
Applicant WOLF BRANDON&SAREANA
Contractor COVAL HOMES LLC
Contractor Phone 1.360.662.1520
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 Slab
Footing Perimeter b EL Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls - ,� Other
Rough-In Groundwork Plumbing Framing _ r
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing .3— —Zq N[J
Underfloor _
Other
Insulation Slab Ceiling 2
Floor (o /Zcf) Vaulted Ceiling
Walls ,��, Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building & 2$/Z-{ Jz
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
DEDL •
Skc�r w cl,'A
42) MASON COUNTY 360-427-9670 Shelton ext.352
ro. -to. . 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.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER:
ADDRESS/LOCATION:S
FINDINGS:
A
-Co
Y
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.
all for re-inspection when corrections are made before proceeding with any further work.
Q Make corrections, items will be checked on the next inspection.
OK to
Date: \V �� ❑ Please contact our office regarding possible
Department: structural damage incurred by recent
Inspector:�,/� p(��i ,s "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 DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: fbL0 Zpz3 -o0 q:7 t,
ADDRESS/LOCATION: $-01 E t-6\ku,,� �o,� gj
FINDINGS: R,o���•�l aL�.,.� n A.e�w�. ci,.. y L c.cf Can
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Items listed above must be corrected to gain compliance.
0 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.
FX 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: 212 I Z q ❑ Please contact our office regarding possible
Department: 5Q structural damage incurred by recent
Inspector: SC, "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 DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: A-O 1.
ADDRESS/LOCATION:GJO dk 5trvv
FINDINGS•
V c
Items listed above must be corrected to fain 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.
ake corrections, items will be checked on the next inspection.
❑ OK to
Date: 1 ❑ Please contact our office regarding possible
Department: structural damage incurred by recent
�� "natural/man made"disasters.This is NOT a
Inspector: �� • CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC 14.12
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.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER. 2
ADDRESS/LOCATION. _ \�
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 correction items will be checked on the next inspection.
Date: ��� ❑ Please contact our office regarding possible
Department: L — structural damage incurred by recent
Inspector: "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 DEVELOPMENT 360-482-5269 Elma ext.352
Building,Planning,Fire Marshal
615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER- 2Q2 - d D
ADDRESS/LOCATION: Gj Q
FINDINGS:
` o
ivvi . or)
o
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.
�-eaII 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
structural damage incurred b
Department: L, g Y recent
Inspector: /-)-N o r( 1 S "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
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 DD2023-00476 NEW SINGLE FAMILY RESIDENCE
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE (COVAL) ISSUED: 09/07/2023
SITE ADDRESS: 501 E HOLLOWPOINT RD SHELTON
EXPIRES: 03/05/2024
PARCEL: 321262394002
APPLICANT: WOLF BRANDON&SAREANA OWNER: WOLF BRANDON&SAREANA
P O BOX 1032 P O BOX 1032
SHELTON, WA 98584 SHELTON, WA 98584
360-463-1134
GENERAL CONTRACTOR'S LICENSE: COVAL HOMES LLC License: COVALHL894QD
2023 125TH ST EAST Expires: 11/04/2023
TACOMA,WA 98445
1.360.662.1520
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 624.00 $41,483.52 State Fee-Residential $6.50 $0.00
R-3 VB Residential, one- 3151.00 $523,318.08 Plan Check Fee $2,556.42 $0.00
and two-family Mechanical Base Fee $30.00 $0.00
Covered Deck/Carport 328.00 $7,216.00 Mechanical Fees $122.00 $0.00
Building Plan Review/Change of $130.00 $0.00
Use-Onsite Sewage
Technology Surcharge $136.85 $0.00
Plumbing Fees $176.00 $0.00
Building Permit Fee $3,932.96 $0.00
Plumbing Base Fee $25.00 $0.00
Planning Review Fee $240.00 $0.00
Total: $572,017.60 Totals : $7,355.73 $0.00
FIXTURES
Qty Mechanical Fixtures (sty Plumbing Fixtures
1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers
1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Dishwashers
1.0000 Furnace(s) 1.0000 Number of Kitchen Sinks
Printed by:Genie Mcfarland on:09/07/2023 10:43 AM
Page 1 of 7
a,RN 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 BLD2023-00476
(sty Mechanical Fixtures (sty Plumbing Fixtures
1.0000 Heat Pump(s) 1.0000 Number of Water Heaters and or Vent
6.0000 Spot Vent Fan(s) 2.0000 Number of Hose Bibs
2.0000 Number of Bath Tubs
3.0000 Number of Showers
3.0000 Number of Toilets
6.0000 Bathroom Sink
REQUIRED INSPECTIONS
Setback Inspection Rough- Plumbing Inspection
Footing Inspection Mechanical Inspection
Foundation Wall-Pre-Pour Inspection Insulation Inspection
Underfloor Inspection Connection has been verified by Health or Utilities
Shearwall Inspection BLD-Final Inspection
Framing Inspection Fire Access/Grade Inspection
CONDITIONS
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.
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.
" 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.
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.
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).
* All property lines shall be clearly identified at the time of foundation inspection.
Printed by:Genie Mcfarland on:09/07/2023 10:43 AM
Page 2 of 7
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 BLD2023-00476
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.
* 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.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan. Under the requirements of Mason County
Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior
approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose.
* A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space
where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel,
the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired
Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab,
basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the
solar heat gain coefficient (SHGC)of fenestration. Where there is more than one value for each component, the certificate
shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service
water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage
results if a blower door test was conducted.
Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air
changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2.
The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution
panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate"and are
available in or'/z sheets.
* The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
contact the Mason County Public Works Department prior to construction at Ext 450
Printed by:Genie Mcrarland on:09/07/2023 10:43 AM
Page 3 of 7
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 BLD2O23-00476
* 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 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.
* 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.
* 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.
* 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.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* 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.
Printed by:Genie Mcfarland on:09/07/2023 10:43 AM
Page 4 of 7
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 BLD2023-00476
* 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.
* 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)
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 by 5%
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
4.1 All supply and return ducts located in an unconditioned attic shall be deeply buried in ceiling insulation in accordance
with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of
return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation.All
metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If
flex ducts are used, they cannot contain splices.
Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area.Air handler(s)shall be located within the
conditioned space.
5.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier
III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the
standards for Tier III 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.
* 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.
* 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 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.
Printed by:Genie Mcfarland on:09/07/2023 10:43 AM
Page 5 of 7
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 BLD2023-00476
* 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.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason
County road right of way, it is suggested to contact that office to review future planned work which may affect your project.
For more information contact Public Works, at(360)427-9670, ext.450 or 100 W Public Works Dr. Shelton. The building
permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled
and approved.
* 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.
* 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.
* 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.
* 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 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 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:Genie Mcfarland on:09/07/2023 10:43 AM
Page 6 of 7
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 BLD2023-00476
* 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 S1.0 designate wall(s)TYPE W2 and
W3 WALLS 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.
* 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.
* If the planting cannot be completed prior to the construction, the planting should occur the first planting window(October
through March)following issuance of the building permit provided that within two months of installation, an as-built form with
photographs of the planting area shall be submitted to the Department stating the planting has been completed.
* Monitoring and maintenance shall be provided for the installed vegetation for 5 years or the duration recommended by the
author of the wetland report, whichever is longer. Each plant shall be inspected for survival and vigor. Installed plants that
die shall be replaced with the same species or another native species of the same height class with approval from Mason
County.A brief letter report with photographs summarizing monitoring findings shall be submitted to Mason County Planning
by 1 Oct of each monitoring year.
* Comply with mitigation detailed in the wetland report.
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:
Contractor or Authorized A ent: W Date: "l "
Printed by:Genie Mcfarland on:09/07/2023 10:43 AM
Page 7 of 7
BEYLER
CONSULTING
February 29, 2024
Clif Kincaid
Coval Homes
2023 12511 St. E
Tacoma WA 98445
clif@covalhomes.com
253-533-2987
RE: CH2291 Wolf: Framing Issues
County Parcel No.: 32126-20-04000
Project Address: 501 E Hollowpoint Rd., Shelton WA 98584
BC Project No.: 22.00368
Clif:
It is our understanding that the building inspector has concerns regarding the girder truss to
wall connection at the back porch roof, the strap at the exterior wall to glulam connection,
and floor blocking at the interior wall by the HVAC equipment.
After review of the pictures provided by you, the plans, and calculations, it was determined
that the original strap connection from the back porch roof girder truss to the exterior wall
top plate is not possible due to the offset location of the girder truss. To remedy this the
back porch roof diaphragm will have to transfer all the load to the inset exterior wall along
grid line B of the architectural plans. In review of the pictures, it appears that a full height
rim is not installed above this wall per plan in this location. To ensure the proper load
transfer can occur new 2x blocking needs to be installed at the top of the wall between the
floor trusses and the porch roof connection to the blocking and the blocking connection to
the top of wall should be per detail 8/S4.0 of the approved plans at this location. See
attached SSK-1 and calculations for more information.
For the strap at the exterior wall to glulam connection, the strap as located achieves the
same load transfer and therefore is sufficient as installed. The floor blocking above the
interior wall by the HVAC equipment in question is also ok to remove as needed for the
HVAC system. That blocking is not being used structurally to transfer any loading and is
utilized to resist rotation of the floor trusses, so one missing blocking in a bay should be ok.
CORPORATE OFFICE
(253)984-2900 ENGINEERING + SURVEYING
beylerconsulting.com LAND SURVEYING I CIVIL ENGINEERING I STRUCTURAL ENGINEERING I PLANNING&FEASIBILITY STUDIES
5920 1001h St. SW, Suite 25 PROJECT MANAGEMENT I PERMITTING SERVICES I CONSTRUCTION MANAGEMENT
Lakewood WA 98499
Should you have any questions or concerns don't hesitate to reach out.
Sincerely,
H J.
*Aa 7'
Eliz/ethmerick, P.E.
elizabeth@beylerconsulting.com
(253) 984-2900 o W
V
sly NAL E�
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i
BEYLER Page 2 of
�,N.., ,7..,
PROJECT NAME: CH2291-Wolf Cascade-R.xlsm
a PROJECT NUMBER: 22.00368
BE4YLER DATE: 2/27/2024
DESIGNED BY: MAC
SHEAR WALL DESIGN-LINE C
Roof Line: C Combine toads From Additional U-1 I I SO (ft)holdown dist from end
Wind @ Level ASD: 1.33 k 0.00 k 0.00 k 0.00 k Total Mfind(ASD): 1.33 k
Seismic @ Level(ASD): 3.31 k 0.00 k 0.00 k 0.00 k Total Seb-IC(ASO) 3.37 k
Segment ID: Roof{-Seg 1 Roof-C-Seg 2 Roof-C-Seg 3 Roof-C-Seg 4 Flr Ht:
Segment Type: Pier Pier Pier Pier 0.00 ft
Tot,HI:
8.00 ft
4.00ft 7.92ft 7.58ft 4.00ft ODOR C.00fl C.0 : ' �t COft
Stiffness,K 4.00D 7.917 7.583 4.000 23.50 FK
h/b,= 2.000 1.010 1.055 2.000
DL w(plf)= 288 388 388 288
W- E 15C f -W E At L
F-IL= 227 lbs 574lbs 449lbs 1135lbs 430lbs 1087 lbs 227lbs 574lbs
Shear 57 plf 143 pif 57 plf 143 plf 57 plf 143 pif 57 plf 143 plf
Wall Type W3 WS W1 W3
Capacity 339 plf 242 pif 339 pif 242 plf 339 plf 242 pit 339 pif 242 plf
Shear D/C= 0.17 0.59 0.17 0.59 0.17 0.59 0-17 0.59
Ma(N-ft)= 1815 4598 3591 9091 3aa0 8698 1815 4588
F„p,oprn,(lbs)- I241bs 30291bs Olbs 52316s Olbs SSS lbs 124165 10291bs
"
d
o
wn No H0ldown No Hold- No Holdown No Holdown
ASD Capadty(lbs) 1000 lbs 10001bs 1000lbs 1000lbs
Holdown 0/C-1 0.52 0.55 1.03
2nd Floor Line: C Combine Loads From Additional Lines: 8 1 1 1 (ft)holdown dist from end
Wind @ Level(ASD): 0.27 k 0.00 k 0.00 k Total Wind(ASD): 3.41 kips
Seismic @ Level(ASD): 0.28 k 0.00 k 0.00 k Total Setsinic(ASD) 5.61 kips
Segment ID: 2nd Floor-C-leg 5 2nd Floor-C-Seg 6 2nd Floor-C-Seg 7 2nd Floor-C-Seg 8 Flr Ht
Segment Type: Pier Pier Pier Pier Pier Pier Fier Pier Pier 1.50ft
Tot,HI:
10.50 ft
nnB OOft rear. Cnf. S.Oft 3.Oft 6.Oft 4.Oft n0fr
Stiffness,K 5.000 2.000 6.000 3.556 16.5556 FK
h/b,= 1.800 3.000 1.5W 2.250
Total DL w(pif)= 241 175 175 171
bC F YL E lot E YIL �
F-= 1031lbs 1695lbs 412 lbs 678lbs 12371bs 2034lbs 733lbs 12051bs
Shear 206 pif 339 pif 137 pif 226 pif 206 plf 339 pif 193 pif 301 pit
Wall Type W2 W2 W2 W2
Capacity 495 plf 353 pif 495 pif 3S3 pif 495 plf 353 pif 495 plf 353 plf
Shear D/C= 0.42 0.96 0.28 0.64 0.42 0.96 0.37 0.85
Ma(4-ft)= 10826 17797 4330 7119 12991 21257 7698 L2656
F.,--(Ibs)= 2004lbs 3669 lbs 1543 lbs 2713lbs 20181bs 36381bz 1960lbs 3445 lb,
Holdown STHD14 STHD14 STHD14 STH014
ASD Capacity(lbs) 3695lbs 3695lbs 3695lbs 3695lbs
Holdown D/C= 0.99 1 0.73 0.98 1 0.93
5920 100th Street, #25, Lakewood, WA 98499 (253) 984-2900
Page 3 of 5
am PROJECT NAME: CH2291-Wolf Cascade-R
PROJECT NUMBER: 22.00368
BEYLER DATE: 2/29/2024
DESIGNED BY: MAC
Collector Design-Line C at 2nd Floor Level
Seismic Wind
Level: 2nd Floor Total Load From Diaph: 2319 lbs 1405 lbs, (Total bad.excluding bads Irom walls above)
Line: C Typical Diaph Applied Load: 64 pit 39 pit (Distributed load from diaphragm applied to collector)
Total Line Length: 36 ft
Seismic Diaphragm 2.0S (Reference Seismic Vertical Distribution Sheet)
Force Factor=
Include SW In Collector Distributed Collector Distributed
Drag Diagram? Wall Name Length Start Point End Point Seismic Force Wind Force Load(Seismic) Load(Wind)
d
m
J
O
O
LL
� 201 PI
YES 2nd Floor-C-Seg 5.00 ft 8.00 ft 13.00 ft 1656 lbs 1004 lbs 331 pit
pit
a YES 2nd Floor-C-Seg 3.00 ft 13.00 ft 16.00 ft 663 lbs 402 lbs 221 134 i
NO 2nd Floor-C-Seg 6.00 It 22.00 ft 28.00 It 0 lbs 0 lbs
0 pit 0 pit
N
cc NO 2nd Floor-C-Seg 4.00 ft 32.00 ft 36.00 ft 0 lbs 0 lbs 0 pit 0 PI
NO Roof-CSeg 1 4.00 ft 0.00 ft 4.00 ft 0 lbs 0 lbs 0 pit 0 pit
NO Roof-CSeg 2 7.92 ft 0.00 ft 7.92 ft 0 Ibs 0 lbs 0 pit 0 pit
it
a NO Roof-C-Seg 3 7.58 ft 0.00 ft 7.58 ft 0 lbs 0 lbs
0 pit 0 pit
m NO Root-C-Seg 4 4.00 ft 0.00 ft 4.00 ft 0 Ibs 0 lbs 0 pit 0 pit
m
J
id
N
N
Collector Load
1400 lbs
1200 lbs
1000 the
80D Ibs 13 ft, Olbs
600 lbs
-Seismic
400 Ibs
.Wind
2001bs
O lbs
-200Ibs 0.rt ft 0ft 15 20 It 25 ft 30 ft 35 ft 40ft
400 lbs
-WO lbs
-800 Ibs
CS16STRAP
STILL SUFFICIENT
FOR ADDED LOAD
TRANSFER
5920 100th Street, #25, Lakewood, WA 98499 1 (253) 984-2900
Page 4 of 5
a: „ a•,
INSPECTION SLIP
Applicant: WOLF BRANDON&SAREANA Permit#: BLD2023-00476
Primary: Type:WOLF BRANDON&SAREANA T e: rvcvv �IirvvLc rruvuL r
ccc�ncnii^c
Site Address: 501 E HOLLOWPOINT RD SHELTON
Inspection Type: FOOTING INSPECTION Directions:
Inspection Date: 11/17/2023
Notes:
t �
w
1;
x
44,
2X BLOCKING NEEDS TO BE INSTALLED
IN EVERY BAY TO ACHIEVE THE
NECESSARY EXTERIOR LOW ROOF
TRUSS BOTTOM CHORD CONNECTION
AT THIS LOCATION. ALL NAILING AND
HARDWARE SHOULE BE PER DETAIL
8/S4.0 OF THE APPROVED PLANS.
Detail Description Job.No. 2200368
CH2291 Wolf Residence -- ---
��► Blocking Detail Info Reference N/A
Date 02/29/2024
501E HOIIOWpoint Rd. Scale N.T.S.
Shelton, WA 98584 B E Y L E R Revieipn - - Sketch
N/A SSK-1
Page 5 of 5