HomeMy WebLinkAboutBLD2020-00143 Garage, Bathroom - BLD Inspections - 11/12/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584
r MASON COUNTY SHELTON:360-427-9670, EXT 352
COMMUNITY SERVICES BELFAIR:360-2754467,EXT 352
Building,Planning,EnvironmenWl Health,Cornmunity Health ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"
To schedule an inspection call or visit http://www.co.mason.wa.us/community-servicesibld-inspection.php
Permit Number BLD2020-00143 Date Issued 07/23/2020 Issued By
Project 2ND FLOOR STORAGE AND BATH ADDITION TO EXISTING GARAGE
Site Address 191 N Potlatch Dr
Applicant DARYN&CALVIN TOELLNER
Contractor TOELLNER CONSTRUCTION
Contractor Phone 253.380.2004
Primary Code UPC IBC, IRC,IFC, IEC, IMC,& Type
Permit Type GARAGE/STORAGE Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
—THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.—
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interior _`"1 2/l Footing Decks/Porches
Foundation Stem Walls OtherF�R2 _ 4S_r_l VZ N N
Rough-In Groundwork Plumbing Framing 2 / I Z-1 Z-tt
Groundwork Mechanical Plumbing 3 23 JZL
Groundwork Gas Pipe Mechanical 2 f t /Z,-( �S
Gas Piping Shear Wall Nailing
Underfloor
_ Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Fina! Building
Manufactured Setbacks Setup
Home _
Concrete Foot/ Runners Final
Other
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31 Ice/L 3 pt.wvto,v� Fa s l _TC' 3" w-W
MASON COUNTY 360-427-9670 Shelton ext.352
36 Be 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.co.mason.wa.us
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBERZ\s:� 'Q 3
ADDRESS/LOCATION: o-�\a h -z) V-
FINDINGS•
er - O
4)6 v
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.
�K to & �o�-�as
Date: q U --2 - ❑ 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
MCC 14.12
MASON COUNTY 360-427-9670 Shelton ext.352
COMMUNITY SERVICES 36 60-275-0-482-269 Elma ext.352 52
Building,Planning,Environmental Health,Community Health
615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: 5Lb 2 2-o -vof y3
ADDRESS/LOCATION: 141 Aj .. W aA=(, -or. h6,1 QnmF
FINDINGS: LP,4 tp;u� �c�r Ua,,.r tixca!<S �n & & ,%+:6
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�.lia.�arals a AAhQ Q rn,,.-InA wa.Go✓
A4 _ I9,eld ��,ti►:f A w�un� 1,o EmuJ l
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.
NMake corrections, items will be checked on the next inspection.
❑ OK to
Date: 31�fO IZ 3 ❑ Please contact our office regarding possible
Department: 13L4 structural damage incurred by recent
Inspector: 1-6 "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
J�y
MASON COUNTY 360-427-9670 Shelton ext. 352
COMMUNITY SERVICES 36 60-482-52 Belfairext. 352
%- 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: 'Ut) Logo _ 06 I q'�
ADDRESS/LOCATION:jj� ,U Ao$-�f. 1.� r O��e►d� xl—
FINDINGS: inj ir.O �-
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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
Date: g�67 023 ❑ Please contact our office regarding possible
Department: 1uh 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
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.masoncountywa.gov
CORRECTION/INSPECTION REPORT
PERMIT/CASE NUMBER: -gLD 262b—CO 1443
ADDRESS/LOCATION: l 91 K), PoJr� t>r l-bad soo 4—
FINDINGS: 3 \• rn oV -L-4�r S S
Items listed above must be corrected to gain compliance.
❑ THIS IS NOT A COMPLETE INSPECTION
❑ This structure has been inspected by Mason County Building Department and the items listed
above are in VIOLATION of Mason County laws and/or ordinances.
Call for re-inspection when corrections are made before proceeding with any further work.
Make corrections, items will be checked on the next inspection.
❑ OK to
Date: ,1/7/L3 ❑ Please contact our office regarding possible
Department; ��j> structural damage incurred by recent
Inspector: �� "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
INSPECTION RESULTS Pagel
MASON COUNTY Department of Community Development
COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584
Permit Assistance tenter,Building,Planning (360) 427-9670 ext. 352
Application # BLD2020-00143 Application Type GARAGE/STORAGE Owner DARYN & CALVIN
TOELLNER
Parcel# 423185000001 Site Address 191 N Potlatch Dr Hoodsport, WA 98548
Inspector Inspection Type Date Status Comments
11-12-24-J Q
No life safety issues this date
No insulation on this permit.
Garage is in an unfinished state and stud frame construction only.
upper-level bathroom is unfinished stud frame. only a toilet installed this date and not
prospected to finish in the immediate future.
Joshua BLD-FINAL INSPECTION 11/12/2024 PASS handrails are installed and guard railing is installed on the stairwell and are ok this
Quarders date
smoke detectors and heat detector are installed and functional.
*`If you plan on proceeding with the remainder of the interior work you are to obtain
the appropriate permit prior to work beginning.
THE STRUCTURE IS UNHEATED AND U-1 USE ONLY- NOT APPROVED FOR
SLEEPING AT ANY TIME.
Customer is aware of this report
" a,
° ` Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Ni1v `/ Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
E
0-00143 GARAGE/ STORAGE
DESCRIPTION: 2ND FLOOR STORAGE AND BATH ISSUED: 07/23/2020
TO EXISTING GARAGE
ESS: 191 N POTLATCH DR HOODSPORT EXPIRES: 01/19/2021
PARCEL: 423185000001
APPLICANT: DARYN & CALVIN TOELLNER OWNER: DARYN & CALVIN TOELLNER
2205 SOUTH 252ND ST 2205 SOUTH 252ND ST
SEATTLE, WA 98198 SEATTLE, WA98198
253.380.2004
GENERAL CONTRACTOR'S LICENSE: TOELLNER CONSTRUCTION License: TOELLC'8560M
2205 S 252ND ST Expires: 09/19/2021
SEATTLE, WA 98198
253.380.2004
VALUATIONS: FEES: Paid Due
U VB Utility, miscellaneous 960.00 $46,368.00 Plan Check Fee $431.39 $0.00
State Fee-Residential $6.50 $0.00
Plumbing Base Fee $25.00 $0.00
Technology Surcharge $24.06 $0.00
Building Permit Fee $663.68 $0.00
Mechanical Base Fee $30.00 $0.00
Mechanical Fees $10.00 $0.00
Change in Tenant- Minor EH $110.00 $0.00
Plan Review
Plumbing Fees $43.00 $0.00
Total: $46,368.00 Totals : $1,343.63 $0.00
FIXTURES
City Mechanical Fixtures Qty Plumbing Fixtures
1,0000 Spot Vent Fan(s) 1.0000 Number of Hose Bibs
1.0000 Bathroom Sink
1.0000 Number of Showers
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 1 of 6
Mason County
" Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
GARAGE/ STORAGE BLD2020-00143
(ft Plumbing Fixtures
eaters and or Vent
if 3.0000 Bathroom Sink
REQUIRED INSPECTIONS
Setback Inspection Mechanical Inspection
Footing Inspection BLD-Final Inspection
Shearwall Inspection Progress Inspection
Framing Inspection Progress Inspection
Rough-Plumbing Inspection
CONDITIONS
* 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).
* 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 property lines shall be clearly identified at the time of foundation inspection.
* 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.
* Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site
plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
* The 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.
* 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.
* 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.
* 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.
Printed by:Genie Mcfarland on:02/21/2023 02:59 PM
Page 2 of 6
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
S§Iielton, WA 98584
0-427-9670 ext 352
www.co.mason.wa.us
GARAGE/ ORAGE BLD2020-00143
City umbing Fixtures
1.00 Number of Toilets
.0000 Number of Water Heaters and or Vent
RE WRED INSPECTIONS
Setback Inspection Rough- Plumbing Inspection
Footing Inspection Mechanical Inspection
Shearwall Inspection BLD-Final Inspection
Framing Inspection ZZ
CONDITIONS
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).
* 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 property lines shall be clearly identified at the time of foundation inspection.
* 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.
* Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site
plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
* The 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.
* 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.
* 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.
* 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.
* 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.
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 2 of 6
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
GARAGE/ STORAGE BLD2020-00143
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.
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.
Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a
permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor
& Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-
4000.
" Owner/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.
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
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.
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.
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.
• 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.
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 3 of 6
Mason County
_A Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
GARAGE/ STORAGE BLD2020-00143
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* 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.
* 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.
* 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.
* 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.
* 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.
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 4 of 6
Mason County
Mason County - Division of Community Development
�o I'j'—�"�*• , 615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
GARAGE/ STORAGE BLD2020-00143
Owner/builder assumes all responsibility if drainfield/reserve area is 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 drains within 30ft, down gradient of drainfield/reserve area.
X
Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other
use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied
for, reviewed and approved.
This structure is approved as unheated space.
To be considered unheated space the area may be provided with a heating system that does not exceed maxium output of 1
watt per square foot., or 3.4 Btu/h per square foot. A permit and approval is required prior to installation of any heating
system.
When a heating system exceeds 1 watt per sq.ft (or 3.4 btu/h per sq. ft) the heated space shall be insulated in accordance
with the energy code in effect at the time of permit application.
All HDs, HD anchors, and all embeds must be secured in place at the time of the stem wall or mono pour inspection.
A shear wall/braced wall panel inspection is required prior to cover.
A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with
the 2015 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener
spacing is required to be 4 inches or less. The shear wall schedule shown on sheet designate wall(s) type and
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.
The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency
(ORCAA).
It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos
containing materials have been identified and removed from the area to be demolished. Work shall not commence on an
asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B
Limited Lane NW, Olympia WA 98502, 360.586.1044 /800.422.5623 www.orcaa.org
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 5 of 6
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
}+;� Shelton, WA 98584
360-427-9670 ext 352
www.co.masonma.us
GARAGE/ STORAGE BLD2020-00143
" Epoxy grout required and specified on the approved building plans shall require a special inspection. The special
inspector shall be the engineer of record or their authorized representative, a WABO Certified special inspector, or certified
testing laboratory. In addition a Mason County Building Inspector may perform the inspection provided holes are prepared in
accordance to manufacturer specifications that are available on-site during inspection.
Special inspectors shall inspect the installation of grouted construction anchors as stated in the manufacturers specifications.
An inspection report shall be prepared and submitted to the Mason County Building Department prior to the framing
inspection of the project.
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 Age t- Date: —7 oo
Printed by:Genie Mcfarland on:07/23/2020 11:12 AM
Page 6 of 6
p,,d 211 /z �
REVISED
GENERAL NOTES: "E°DQ�All headers not specified or otherwise noted on the plan are m be 4XB NALK m B�N EINC ro��� Dnec 2
The Builder is responsible for using safe work practices and DF#2 or(2)2x10 HF#2 with at least one cripple and one stud for each `
conforming to all safety ordinances. The Builder is to verify all end for openings 55-0"wide and two cripples and one Idrg stud for all PE ROOF TRUSS PER PLAN(RAFTER B SIMILAR CONDITIIIO b O
dimensions to starting work. Changes to structure must be others. NOTES (rzl+ors E OF IOtAcmm LACE R
P n9 Any 9 1.MAINTAIN V MIN.EDGE DISTANCE FOR R�SNEATHM PER PLAN s¢6 ME��
reviewed and approved by Pacific Northwest Engineering Inc.All PLYWOOD SHEATHING NAILING r-D•MnL LAP
POST-BEAM CONNECTIONS a. ELLS NAILING TO BE APPLIED To ALL 1
methods,materials,and warlonanshi shall be in acoordance with PANELS NOTL SHEATHING TRUSS& LOCION
P NOTES TI rRusS L B.OLNONG (z)ib a Tr 00,Tip.
the International BuildingCade 2015 Edition. Positive connections shall be provided at post-beam connections th ensure against uplift a PROVIIIE SOLID BLOCR@O BEHIND PLrvDo a •
(I� and lateral displacement Anchorage of walls and columns to foundations shall be EDGES VHEN SHEATHED IN THE HrOR7ZONTAL
provided in accordance with plans and sheardh wall sed. DIRECTUIN(NRRrZONTAL SEAM) VENT BLOCKING CLIP PERRPLAN
v/ROC x " •`
LAIT
R R K
GLUED LAMINATED BEAMS(GLB) O n PER SHEArvALL SCHEDULE = $
DESIGN LOADS -
ROOF LOAD:SNOW 55 PSF, DEAD 15 PSF Glued laminated wood beams shall be per ANSI A190.1,American National Standards MAIL PER SIEAtVALL SCHEDULE
far structural glued laminated timber. Use Grade DF 24F-V4,Fb=2,400 PSI,Fv=240 16D NAILS a SPACING PER -
FLOOR LOADS:LIVE 4O PSF, DEAD 15 PSF 9 CONTINUOUS DOUBLE TOP PLATE SHEARWA L TABLE 3)iUdS[.IAcr] 2 2 SM•la•ac IN
WIND SPEED: Vs 3-Sec=110 MPH, Iw=1.0, EXPOSURE"S' PSI unless noted otherwise on the plans. WEA`E w�NE 2/nTE H RE �PER PLAN �t�v�ATT ua IN"WULUM
D
CE
SEISMIC:DESIGN CATEGORY"D",Ss=1.51,SI= 0.50, LAMINATED VENEER LUMBER(LVL) NdDINN AS NOTE ON
RLANS,REFER TO SCHEDULE TWWA BAD sue NREt SE2N No DIM PUCE S N[WIATM
Ie=1.0,Site Class"D",R=6.5 Laminated veneer lumber shall be Fir meeting the requirements of ASTM CONTINUOUS DOUBLE NOT:SRXE RATS ARE MCI?M MEADUI a KUM
DatJ (DF) n9 TOP PLATE.SPLICE SNPSON S16224 wT BE USED N UEI R NAND AS ng
SOILS. D2559 with grain parallel to the length of member,Fb=2,200 PSI,Fv=285 PSI,E=1.8 FLOOR SHEATHING PER PLAN PER e/S-0 AS REWD NMUTD NBOTc Z S$9
S S
Sal tearing d1500PSF is assumed. It is the contract X 10L PSI. Rat JUST PER PLAN EDGE NAIL SHEATHING TO ors responsibility HIL N CHORDS AND lute PLATE TS N ATYPICAL PLATE SPLICE
to verify that the site soils provide this minimum bearing capacity. PARALLEL STRAND LUMBER(PST)
i Q g tl
NAIL SHEATHING PER PLAN HEADER PER PLAN MW a
FOUNDATIONS: Parallel Strand Lumber -,":W 4
mber shall be manufactured per NER-292 meeting the requirements FLAT ABOVE L BELOW
OPTIONAL,HORIZONTAL PANEL - WHERE REQUIRED 1 Y
of ASTM D2559 with grain parallel m the length Of member,Fb=2,900 PSI,W=290 SHEATHING v/LONG DIMENSION ��WERE H MINIMUM F
Exterior fOOtlrgS t7 be a minimum of 12"below finished grade bearing ACROSS STUDS ALL PAN VERTICAL mlliE STUD HOLDO FULL ( Z
on native undisturbed sal. Bade fill with approved fill material. Baddll �r E=2.0 x 106 PSI. CR13SS STUD ALL PA/EL EDGED occuRs \ `Z
<6
behind a retaining wall a minimum of 24"with a gravel or well draining TIMBERS vERrux PALL SHEATHING W/ RIN.FIST AT RAISED Rmn,
soil. Structural fill under footingsPatted to a ON
and slabs to be 95%coca LONG DIMENSION PARALLEL TO - E1xF MAIL PVD DIRECTLY TO gpsm ST6236 STRAP BE
(,
ALL LUMBER TO BE AS FOLLOWS: STUDS P.T.SILL AT SO.G U
Modified Proctor Density(ASTM D1557). All cOnstrudlon on fill sal BEAMS DF*2 OR BETTER SIDING MATERIAL PER - FLOOR SHEATHING DU P PLAIE Z
shall be approved by a registered professional geotedinical engineer. POSTS DF#2 OR BETTER OWNER/DEVELOPER ax SILL I�AAI "W
REINFORCING STEEL' A/rrQt BST PLATE KING AND CRIPPLE STUDS PER (B)tea
PROTECTION AGAINST DECAY AND TERMITES: WASHER PER DETAILS a WALL FRAHM NOTES
All reinforcing steel to be GRADE 60 PER ASTM A-615. Lap IBC 2304.12,Wood used above round shall be sHEARWALL SCHEDULE az FRANONG o w•GG UNDER PILL
all splices a minimum of 32 bar diameters or 18". La 9 pressure treated in accordance with .
WALL PRAnmIG DOtIB1E 2 z SDE4
sD P AWPA Ui for the following conditions: PrmvSE K•GAP a SIEATHIG,TYP. qNC sTtE TIP.ux0. -
horizontal steel at comers and intersections in footlrh9s and . Joists,and Sulifloors that are closer than 18"to exposed EDT E NAILING TO BST•PLATE <• -
walls with comer bars. Wire Mesh Shall Be 6"u6"W2.9 UNO. No P.T.S" nr NAILS n 6.W_AT EDGES L SEAMS,Sd NAILS B
Minimum concrete COVef for reinforcing Steel: ground in Crawl spaces or unexcavated areas located within the Ir Or-IN FIELD UN I ON SHEAR WALL SCHEDULE �ftE n l•
perimeter Of the building foundation.(Girders=12") STEM VALL/Fi)DTTNG PER PLAN P.T.SILL C• ,.
INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" . Wood framing including sheathing that rest on exterior foundation walls and are
EXPOSED TO WEATHER OR EARTH 1-1/2"FOR#5 AND exposed earth ac
less than 8 inches from ..=;e
SMALLER AND 2'FOR#6 AND LARGER. S PcYs silk /.1TYPICAL SHEAR WALL SHEATHING .•,�"'
• ledgers,posts and columns in direct contact with i
FOOTING BARS CAST AGAINST EARTH REgARE 3"COVER. concrete or masonry. NTs O µYe CAL BEAM TO FRAME
.S
CONCRETE: All field-cut ends,notches and drilled holes of preservative-treated wood shall be treated, SYMBOL LEGEND: SHEAR WALL/ANCHOR SCHEDULE ..L�ANw,srAOSM m.nn,o.e
All concrete materials and placement shall conform to the IBC 2015. Aw n,FMsn.s SM.T,.,N ON,he
for use category 11C4A per AWPA Ul-07,in the field using a 9.08%Capper Naphthenate
Min.compressive strength shall be 3000 PSI-at 28 days with a min.
(CuN)solution suchas"End cut Solution"(Cunapsol-1)in accordance with the product W
water/cement nett of.45.All concrete shall be air entrained 5+/-1%. ,.. e,..w:,q s raq» a wp:,e,q -) sew O Ossl Nm,EAr.SE
manufactures directions. w w xa cm) "a im a) r.S» "'""g,T,•,"'
Max aggregate size=7/8". (_) xaD ooa rAlan S W Pr MN r u (.)(m a) T,iv ai in " iPR a uo e..,.Ttl n mwcroA
NL.LL sFi sroHe»e
'Special Inspexrion not required.3000 PSI compressive strength is DRAG SfRl7TS: NAILS: :n w•oa•.•r.uMn-n'•r a z. LID.•.roc Maa a e•ae tie o Nee O.C. 2. z.o/an
specified for weatheringprotection.Structural oesion ofoonaete Plates or shuts shall be across openings In shear walls and at the end of a shear sa were•,�sW.u+ez-x'•e a ze LID4 a era ie.a S•ac '0 32-o.c N ampeR
P providedNailing of wood framed members to be in accordance sea wva•,.sr)r e r= 3, L,P.a 12•« ,m a.•u.c 16'•24•O.C. z, 40/e20
based on 2500 PSI mmpvess w steriaft wall that continues with a non-shear wall;see detail 2@3/S-0 for additional specifications. with IBC 2015 table 2304.10.1 unless otherwise noted• m wm n»Oft an.z-F•r MC LIP.a W. 1.IF.• K'o 16'B.C. z" ses ego "�O OOC"EN e
Connection designs are based on"Common Wire"nails e.°, `M"z-Rr•0 r oc I.—a e•« o tee D.C. a. TmA,m AN.ormE.Po,aw,aNONm.S
R-OOP,WALL AND ROOF SHEATHING' PREFABRICATED FLOOR AND ROOF TRUSSES with the following properties. oo uMEN w.Lw Aum EmE
Prefabricated trusses are deferred submittal items and are to be designed,fabricated and installed sw w•-s.e +LNMa-IF•r n a. LIP.a rm %'•r2'D.C. a. Room
er'c,o n.MrI-,,-
ne iaEngANo r>Escvas
Plywood Fluor shall be ed,Exterior or Exposure I Structural I ey9 e1E1p1m,,,»R �m,a„y wmNooAnma„eAEw.ASA"
T&G CDX (glued and srewed). Minimum nailing shall be 10d @ 6"o.c. Per the latest Truss Plate Institute standards. Pre-fabricated items to be designed by a licensed " e� 2.01 Req*edNoLss bT�EP°FOFTAOPEPs ,.
along panel edges,and 12"o.c in field(U.N.O.)Span index shall be Professional Engineer. Fabricator to provide all connection design and details. Where roof ,,, Wq q a 'a'r-"s•."" '°•°°• e'oc».v„a.ea,g ry•°,• ' "w tlq..
b uses are not provided to complete the system,overframing members and their connecitoris ,rr ev s
24/48. Stagger end laps. Roof/Wall sheathing shall be}"COX or;j" Yew °°°•'"••°^""°` "'°"""ini i0i6 �� ..e PNo,tcr w,wxma•.:rv,
shall be provided.Overframing details shall be included in the roof bus shop drawings in order to `� s•2 s�••.a+.e=+•P�,..ea�e .rn,ow TMo"rAwPAan�
OSB nailed w/Bd's @ 6"o.c along panel edges,and 12"o.c in field. ar NUv . ` , ,,,,s,tl,, ,";,q ae ,;,q,.b,»,, ,�yq,,,r,.q,„�,,,m a,y»" �,,,e.,,,",q,,,q,v, N]„mA"EST ENGwEEf•,G
Span index shall be 24/0. Stagger end laps, provide loading conditions consistent with the modeling of the busses. The overfiaming and
related details shall be designed under the direction of the truss engineer. Where roof/floor r.w+.n�M. <•M.,,°b..,.q..»N,,.Mtl..P.,b.,tl....a.r.,,...,«,".,q e,.....N ww d.P.,"qa
FLOOR FRAMING' trusses align with shear walls, a special truss shall be provided that has been designed to transfer W
Use double jests under all parallel partitions that extend more than the specific wind and seismic bads sliom on the plans. The bus shall be designed m transfer r. M..".dP,.A.,r,v MP w ww:,m:..,.,e"e.,e.: F,de P.A,q,r.. Ur m
1/2 the length and around openings. Prefabricated flooring materials bads between The roof floor sha3thin and the shear wall below. The truss shall be d FLOOR DEFLECTION: tl»au,.M-,z .q q..W b mMq vnwq dP.a..ay b r..",q u..a.�a,a-,/e•"w..A..S w.w.. IY
/ 9 designed to - a sN ww, u»Au>Aec a P.
iw a LTv.b,..,M b q 0
by Others. 1.IMPORTANT:This plans have been designed to meet the requlmd minimum 1P.a NOT IE00 wrtAE mN srAh,rw 5 SPu®OVW llE SEfXNO ROUT mITfY M1E LC a)
transfer a minimum of 100 plf along the length of the truss.All temporary and permanent bracing ,,,,,,,,�, „� ,q„+a„ , „ _
required for the stability of the truss elements under gravity bads and in-plane wind or seismic standards 1or design loading stx,wn m this plan.This results in an economical(tor L :,<...°:a°�. q:.a°<Law °e."°`,°.`°b° ° P"' Q
PP:..M.a,H,r P.P,m.aM a<oa.,n LN.o.,d„aaa �,
TYPICAL BUILT UP COLUMN: Toads shall be Bed the truss a meet where the to dhanl Ls not di fin•which p1�code minimum requirements.Haveer,the actual deflection o .M«P.L..Pr,.,azza sn•-Em.tl»ao web,PS,S,,.,, e,b w.P.we..v,.L. g
des5 M engineer P directly allzdied to
L p m r�
perceived'bounce"may not be considered acceptable depending on ones use.Many Q'
All columns riot specified or otherwise noted on the plan are sheathi the truss meer shall desi nand show the lacement of all L P m<M.,a,roc.a»»..,;...�..� a.m><n.. P,w,.".,_Smet aa.ai:tl(+«„P.u.S+"PM C
m be laminated detail 21 Sal. All columns su sheathing, en9 9 P required top chord factors Influence Dom perform mce,eo If(line are arty special requirements beyond ...>w.+.. rr"„ k..h w W�,.,Kcs,n-1.n.;b ., -a. W O p
together per / pp�ng bracing and connections on the truss shop drawings. Any bracing loads transferred to the main code minimum,spr dai considerations should be made prior to cxNtucti-to ermre >»Mtl me"„" Z a a
girder busses or glue laminated beams are to be three studs minimum building system shall be identified and submitted to the engineer of record for review.Design the floor perfmi arice is acceptable. AMMIft Holes J Z p
which are laminated together. Solid sawn columns may be substituted calculations and shop drawings shall be submitted for review by the engineer of record prior to '°°° °" '•"°` W ca O
in lieu of built up columns by providing an equivalent cross sectional submitting to the building official for approval.Truss instillation and bracing drawings from the PLAN VERACITY: "? ; „,.q•„;N°�.�a mg•,,,. R q'"„,�,,. ..q.P.�. „�• O _
area. Truss manufacturer shall be available on the job site for review by the[wilding official.If the truss 1.SITE CONDITIONS:While every attempt has been made to insure the �tlawai,."e,�,a a P..i a:"Pa...q..a:,q
manufacturers instillation drawings are not obtainable then the contactor shall have on site,and accuracy of these engineering documents,site condmoXn,product availability, _ <aM«c�"•��-a�� P»+���«.N.,,w...M.�.,�.PPG.aa,>SCE,• (,o�� Mb,m.,»,..,,:tl)
TYPICAL WALL NOTES: trusses shall be installed per the latest edition of SCSI Guide to Good P wYm for Handling, etc.will affect the execution of this engineering.All Information must be verified e
prior to mrKtruction.Any changes to the plan must have Pacific Nord est HOLDOWN SCHEDULE
Stud taming shall be Hem-Fir U.N.O.Where anchor bolts are used, they Iastal/ing,Res&aining&&adng ofMefa/Plate Connected Woad Trusses. Engineering Inds written approval.
shall be%"and no more than 48"apart embedded at least 7". There shall 2.POINT LOADS:Contractor shall verify all point bads and all point loads shall t��p)(�(e
be a minimum of 2 sill an
per pieta(sill plate),with 1 located within have solid beadrg to foundation.Note any changes to foundation and structure mnMo/snNo,vu (n_Bs•/un)
12"of each end of eachpiece. Anchor bolt washers WOOD CONNECTORS washers shall be from ardni[edUral plans and notify all affected parties_ sTmM./snMo,w W sTws•/(2+) -
3"x3'x0.229""square and lightened to the plate.Holdowns and fasteners In accordance with IBC 2304.10.5.1 All metal connectors coming in contact with P.T.wood ,nuo-S7511 - w SAM Wi cos SacTS U."a S.Pso„saws, Mr
shall be Simpson U.N.O.Install per manufacturers instructions.All bearing shall be Simpson"Z-Max",triple zinc coated,or hot dipped galvanized for corrosion ENGINEERING DOCUMENT LICENSE: »u � 2 - 2 Sims•i cos wEws uA.a arsw sM%- is-
walls 1.Gram d I low e: in aRLvdwation of payment of the buildig fee Pacific rr rear•/cos aEa uN.n ��-01 2V
walls over 10'shall be laterally brace at 4'D.C. (n sons•/(n)I" - - GENERAL NOTES
YeraT s RA
Northwest Engineering Inc grerhis yaN,the Licensee,a rhonerojuslve Right of Use Msr.a sm,P (z)sTvos•/(x),SCE
ANCHORAGE for the purpose of mLsOTNiirg one structure from this engineering. Subsequent Msrcee_AP I.)sms W<ar0 1.aNeNS - _.
All anchor bolts embedded in concrete Or mason shall be be A307 UNO. uses are perIMXTIed when accompanied by an originally sthmperl'Ste Specific (o SOUP W(ae),ou -masonry Re Use Lecher'for eadi addrbonai site. cz)SOUP•/(.o hoe
Post installed Molts into concrete not otherwise specified shall be Simpson Titen-HD 2.Ovm&St*d Engineering DrawnKjs and Calailabors:Pacific Northwest MST—
Nixes
Anchors. Install in accordance with IOC ESR-2713,including minimum embedment depth Engineering Inc retains the Tine 17 LrX Rights and Ownership of these • °""
requirements. Engineering Documents and all subsequent copies of the engineering. This is n °"•�` °^":,a^ •` >•d••'^atie•O40�d ei�^••°^ z-u...vw•:"....,.a s n.<aPP.e
Post-installed adhesive anchors on the drawl not a sale of original i • Pa»ram,° '_"`. "B Xpi®
specified drawings shall be grouted with Simpson Engineering. .»Allismeft�
AT-XP adhesive. Install in accordance with IAPMO UES ER-263. 3.Copy and Transfer Restrictions:These technical drawings and calculations Sub m E.O.P.wP. r'E
a m Copyrighted. Unauthorized copying Of this Engineering 6 54klly forbidden. a •EO SHEET MO.
The Engineering Is 11cersed to you only,and may not be transferred to anyone !Ll L.n..w,.>.a•.b.",.»e.e..a v,M.w.,..<",,m,«a"q 4'se.aL.M,a.,a,a.r r,e-n.,,..,.
else without the prior written consent of Pacific Northwest Engineering Inc t s,row a srmu NdaP.,...PPe MP a:,.xa,tl.,.CEP rm,_/(A7 P,,.,a P».,A n.N+M N»r.,. S-O
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ROOF FRAMING Z a
SCALE:Y*=V-0' J Z O(j)
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o R1 —ROOF TRUSSES(INCLUDING OVERFRAMING)BY OTHERS � _
SEE-TYPICAL PREFABRICATED JOISTS AND ROOF TRUSSES'NOTE ON SHEET S-0
't f 1 -------- I
ml vs•.;z,Ln flu roa. - jpfluz.rooFR row j rnflu.T�iPOFRroR
26 ROOF FRAMING
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%')(6 TITEN ANCHORS 1 4e•O.C.
OCT SHOWN FOR CLARITY) - ARK6 ADJUSTABLE IAA%STEP HEIGH OF ONE UNIT
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