HomeMy WebLinkAboutCOM2020-00104 Final Office Bldg - COM Permit / Conditions - 12/21/2020 i r
' Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg.8
w Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
FPROJECT
0-00104 MANUFACTURED MODULAR
STRUCTURE COMMERCIAL
DESCRIPTION: NEW MODULAR 3081 SQ FT OFFICE BLDG ISSUED: 12/21/2020
NDATION
ESS: 3420 NE SAND HILL RD BELFAIR EXPIRES: 06/19/2021
PARCEL: 123180060000
APPLICANT: Washington State DNR OWNER: STATE OF WASHINGTON
1111 Washington St SE DEPT OF NATURAL RESOURCES
Olympia, WA98504 OLYMPIA, WA98504
3609021148
GENERAL CONTRACTOR'S LICENSE: MODERN BLUILDING SYSTEMS INC License: MODERBS9240L
PO BOX 110 Expires: 09/13/2022
AUMSVILLE, OR 97325
503.749.4949
FEES: Paid Due
Planning Commercial Review $380.00
Fee
Modular/Manufactured Home $360.00
Fee - 1 st half collected at
submittal
Building Plan Review/Change of $110.00
Use- Onsite Sewage
State Fee-Commercial $25.00
Technology Surcharge $17.43
Modular/Manufactured Home $360.00
Fee -2nd half collected at ready
to issue
Modular/Stick-Built Foundation $151.50
Planning Stormwater Review $300.00
Fire Protection Plan Check $180.00
Totals : $1,883.93
REQUIRED INSPECTIONS
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Page 1 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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2020-00104
Setback Inspection Fire Marshal Final
Footing Inspection BLD-Final Inspection
Set-Up Inspection
CONDITIONS
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For more information contact Public Works, at (360)427-9670, ext. 450 or
100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the
access permit from Public Works has been finaled and approved.
* 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.
* 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.
* 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 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.
* The foundation/footing must be placed on undisturbed, firm-native soil.
* 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/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.
* 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.
* 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.
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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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2020-00104
REQUIRED INSPECTIONS (Footing Inspection-prior to pour (set-up manual must be on-site), Set-up Inspection-prior to
skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required
inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the
prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by
the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable
practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be
granted for the residence.
OWNER/CONTRACTOR(indicate which)
* Mason County has four areas with ground snow loads between 25#-55#. The owner/agent of this permit acknowledges
that if the unit permitted under this permit does not meet the area snow load rating, there is a potential for failure due to
weight accumulation beyond that of the design criteria for the unit. If you are uncertain please contact Department of
Community Services for snow load or vist our website at www.co.mason.wa.us.
* 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.
* OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit
revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s)for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* All 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 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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2020-00104
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.
* 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 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 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.
* 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.
* 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.
* Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel.
LTCF
* The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical
report or assessment. All applicable recommendations and specifications shall be applied to the development on this site.
Any deviation requires stamped written approval from the registered design professional responsible for the
report/assessment, and may require special inspection by same. Structures and /or land modifications (grading, cuts, fills,
etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment
shall remain attached to the approved building plans.
* All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
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Page 4 of 6
Mason County
r3� Y
Mason County - Division of Community Development
`r
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2020-00104
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.
* 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.
* Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a
permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor
& Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-
4000.
* The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical
report or assessment. All applicable recommendations and specifications shall be applied to the development on this site.
Any deviation requires stamped written approval from the registered design professional responsible for the
report/assessment, and may require special inspection by same. Structures and /or land modifications (grading, cuts, fills,
etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment
shall remain attached to the approved building plans.
* This project is approved, subject to the NLEA report prepared by Labor& Industries. The NLEA report shall be available to
the Mason County Building Inspector during inspections.
* Parking shall be sufficient for standard parking stalls (9 feet by 20 feet) and handicap parking stalls (12.5 feet by 20 feet)
with sufficient maneuvering aisles. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest
to the building entry, and shall be signed with the International Symbol of Access. Screening from adjacent residential
properties is required.
* Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer
of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and
prior to any modification that would make a determination of compliance impossible.
Inspection reports and as-built drawings shall be submitted to verify all engineering requirements have been completed in
accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community
Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall
be made available at time of inspection.
* Minimum 2A10BC rated fire extinguishers shall be permanently installed, unobstructed and located in a conspicuous
location not more than 75-feet travel distance in approved locations mounted not more than 48-inches from the finished floor
to the top of the extinguisher.
The structure is subject to inspection by the Mason County Fire Marshal. All corrections deemed necessary by the Fire
Marshal, to assure the minimum fire and life safety requirements as adopted by Mason County and Washington State may
be required.
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Page 5 of 6
� F Mason County
/u
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
MANUFACTURED MODULAR STRUCTURE COMMERCIAL COM2020-00104
ACCESSIBLE PARKING
Where parking is provided the number of accessible parking spaces shall be provided in compliance with IBC Table 1106.1.
Where the total parking spaces provided are 1 to 25, not less than one accessible parking space shall be provided. The
accessible parking space shall be located on the shortest accessible route of travel from adjacent parking to the picnic and
playground area.
The accessible parking space shall be constructed in accordance with ICC/ANSI A117.1-2003, Section 502. A copy of the
specifications is attached to the approved construction plans. The accessible parking space shall be marked, not less than
96-inches wide and shall extend the full length of the parking space. The accessible space shall be identified by approved
signage that display the international symbol of accessibility not less than 60-inches above the floor of the parking space,
measured from the bottom of the sign.
* Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered.
A.) Drainfield/ Reserve requires a 1Oft 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.
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 gr not. The granting of a permit does not presume to give authority to violate or cancel
the proviso n other s,'fa a/local law regulatin onstruction or the performance of construction.
Issued By:'
Contractor or Authorized Agent: Date: 26 Ate,
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Page 6 of 6
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MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 985
I SHELTON:360-427-9670,EXT 3
COMMUNITY SERVICES
ti BELFAIR:360-275-4467,EXT 352
Building Planning,Environmental Health,Community 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://wwa.co.mason.wa.us/community-services/bld-inspection.php
Permit Number COM2020-00104 Date Issued 12/21/2020 Issued B
Project NEW MODULAR 3081 SQ FT OFFICE BL13G WITH FOUNDATION
Site Address 3420 NE Sand Hill Rd
Applicant Washington State DNR
Contractor MODERN BLUILDING SYSTEMS INC
Contractor Phone 503.749.4949
Primary Code UPC IBC, IRC,IFC, IEC,IMC,& Type
Permit Type MANUFACTURED MODULAR Occupancy
STRUCTURE COMMERCIAL
-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 ISSUI=D 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 l-It-102/ JZ Slab
Footing Perimeter 1-15-7 0,-2 1, J Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other �rr�.y j'�r u. 1�13-7-0zk Xa,
Rough-In Groundwork Plumbing Framing 3-Zcf_i �Tt_ r �, o,, „/ ,� ,J1,E,+
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical 3 u l-y l !Vt E.-4 1„ 1 1
Gas Piping Shear Wall Nailing
Underfloor /-Z'�_Z d2( .JlZ- y/j '�p_�. Gtia�/�'� s• 3-5-'ts2<J>L
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building
Manufactured Setbacks Setup
Home _
Concrete Foot/Runners _ Final
Other
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MASON COUNTY
360-427-9670 Shelton ext.352
COMMUNITY SERVICES 36 60-482-52 Be lm ext.352
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
CORRECTIONANSPECTION REPORT
PERMIT/CASE NUMBER: c0 kA U?' ,o — 0010L(
ADDRESS/LOCATION: 3 (4 20 ,AJ E I ( ( 1Ze-
FI INGS:
G �a/
Vive tio,.4
cd. j&4^5ak?. 1�A . t,cs
Items ove 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 1D CCr9i2t 4 5 4VVC4-yYe ,
Date: [- ( -Z ❑ Please contact our office regarding possible
Department: G structural damage incurred by recent
Inspector: "natural/man made"disasters.This is NOT a
CORRECTION NOTICE.
DO NOT REMOVE THIS TAG
MCC14.12
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MASON COUNTY COMMUNITY SERVICES Permit No: C4 rn 2D20 — CO I OL4
PERMIT ASSISTANCE CENTER: RECEIVED
-BUILDING-PLANNING•PUBU C HEALTH-FIRE MARSHAL
615 W.Alder Street,Shelton,WA 98W
one Shelon:(360)427-8870 wd 392�ti(360)427-77D8 Phone O �O�O
�. Mfair(360)275-4467•Phork&# 360)482-5269
BUILDING PERMIT APPLICATION AIA
PRO$ERTY OWNER INFORMATION: CONTRACTOR INFORMATIUK Street
IjAv `Washington State DNR N,yrE; Modern Building Systems
%Ali ADDRESS:1 111 Washington St MAILING ADDRESS: 9493 Porter Rd SE
: Olympia STATE: WA ZIP: 98504 CITY: Aumsyllle STATE: OR ZIP: 97325
HONE#1: 360-902-1200 PHONE: 503-749-4949 CELL: 503-509-1715
PHONE#2: EMAIL: Ibaze modern build ingsystems.com
EMAIL- dnrreolyfacilities@dnr.wa.gov L&I REG# MODERBS272KC EXP. 1 /11 /2022
PRIMARY CONTACT: OWNER N CONTRACTOR❑ OTHER❑
NAME ra ner EMAIL ty.tragner@dnr.wa.gov
MAILING ADDRESS 1111 Washinqtoh St SE MS47 CITY ympla STATE Wa ZIP �-
PHONE 36 - - 4 CELL 360-688-0016
PARCEL INFORMATION: LTCF-Long Term
PARCEL NUMBER(12 Digit Number) 123180060000 ZONING Commercial Forest
LEGAL DESCRIPTION(Abbreviated) Section: 18 Township:23N Range: 1 W FIRE DISTRICT N. Mason Regiona
SITE ADDRESS 3420 N.E. Sandhill Rd. CT1'y Belfair Fire Authority
DIRECTIONS TO SITE ADDRESS From Shelton turn R on WA-3 Oly Hwy S., Turn R onto E Pine St., Turn L
onto Old Belfair Hwy. Turn L onto WA-300., Turn R onto NE Sandhill Rd. 3420 NE Sandhill Rd. is on
VS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[ NO❑ SNOW LOAD: 26 nsf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all tha(apply):
SALTWATER❑ LAKE❑ RIVEWCREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW Kf ADDITION❑ ALTERATIOON❑ REPAIR❑ OTH/�E//R ❑
USE OF STRUCTURE(Residvwe,Garage,Commercial Bldg;Etc) Jle M J1AerG I'A I �71"1 r!Q_
IS USE: PRIMARY X, SEASONAL F] NUMBER OF BEDROOMS__ NUMBER OF BATHROOMS Z
HEATED STRUCTURE? YES(whole Bidg)A YES(Parr[a)ofBidg)❑ NO❑ 11—
DESCRIBE WORK 3l 0 11I ti�/C ►�tI L�fl-�l� �1/iTtT ��1�Li� �, .�i(�y��XI$( U
SQUARE FOOTAGE:(propo ed)
IST FLOOR 3,0�I sq,ft. 'ND OQR sq.1 3RD FLOOR sq.fL BASEMENT sq.ft.
DECK sq.ft. COVERED r9E�If�1•, �77 sq.& STORAGE sq.ft. OTHER sq.ft.
GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached
MANUFACTURED HOME INFORMATION: "4 COPIES OF THE FLOOR PLAN REQUIRED-
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC[g SEWER❑ 1 NEW❑ EXISTING g
PLUMBING IN STRUCTURE? YES NO❑ Ifyes,attach completed Water Adequacy Form
PERIMETERNOUNDATION DRAINS PROPOSED? YES F N07 EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS
OW N Information
ER acknowledges that submission of inaccurate Infoation may result In a stop work order or permit revocation.Acknowledgement of such is by
signature below.I declare that I am the owner and I further declare that I am entitled to receive this penult 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 legal
representobve,represents that the Information provided is accurate and grants employees of Mason County access to the above described property j
and structure(s)for review and inspection. This parmiUappllcation becomes null d void If work or suthorized construction Is not commenced within 180
days or If construction work Is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTMTY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
Signature of OWNER(I�Ituet be signed by the OWNER I Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
1
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Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS,
USDA,USGS,AeroGRID,IGN,and the GIS User Community,Esri,HERE,
Garin,(c)OpenStreetMap contributors,and the GIS user community
Mason County WA GIS Web Map Application
Richard Diaz i Earthstar Geographics i Esri,HERE,Garin i
1
10/16/2020 Modern Building Systems Inc
L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to
5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office
.(httpsS
ini.wa.gov/agency/contact/#office-locations),or you can call the Office of Information and Assistance at 360-902-5800.
QIaW &Industries bUDS;//inj.Wa.ggy)
BUILDING RECEIVED
OCT 16 2020
Modern Building Systems Inc 615 W. Alder Street
Owner or tradesperson PO Box 110
1.Principals AUMSVILLE,OR 97325
rasmussen,james,PRESIDENT 503-749-4949
rasmussen,ken,VICE PRESIDENT
JGB Service Corp,AGENT
Doing business as
Modern Building Systems Inc
WA UBI No. Business type
600 097 167 Corporation
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Electrical Contractor Active
Meets current requirements.
License specialties
GENERAL
License no.
MODERBS9240L
Effective—expiration
09/13/2008—09/13/2022
Designated administrator Active
NOVAK,ROBERT D Meets current requirements.
License type License no.
Electrical Administrator NOVAKRD829PU
Bond
SAFECO INS CO OF AMERICA $4,000.00
Bond account no.
6598625
Received by L&I Effective date
09/13/2008 09/08/2008
Expiration date
Until Canceled
Savings
No savings accounts during the previous 6 year period.
License Violations
No license violations during the previous 6 year period.
https://secure.Ini.wa.gov/verify/DetaiI.aspx?UBI=600097167&LIC=MODERBS924OL&SAW= 1/3
Landau Associates I Y:\CAD\3902\001\0193082.010 BM.dwg 1 6/19/2020 9:39 AM
Note
1. Black and white reproduction of this color original
may reduce its effectiveness and lead to incorrect
interpretation.
Legend
35 t%
�+ ,► y 1 MCMC Mason County Municipal Code
�
Y 35 to 40% Slope Inclination as Measured in the Field
IN �-
Existing Office Building ' I�Top of Slope
40 to 45%
Recommended Buffers Per t a
f 1 MCMC 8.52.140(D)(6)(b) WK
' Geologic Hazard Area `
' 1 40 to 45%
Proposed Office Building
1 ,t Toe o`Slope tt 1 Yr, tft,�,
< < 46 to 45%
PC
APPROVED a ours—e o le Earth 2020
MASON COUNTY CAD PLANNI�6G 120 Geologic Hazard Assessment Figure
IT REQUIRE Department of Natural Resources ALL SETBA%WEASURED
EJECT TO APPR Uk in Feet Administration Building FROM THEST
13 Belfair,Washington
Y
Mason County Fire Marshal's Officeoft
' t�><xcial Fire-Flow Worksheet RE� IV E4
' f West Cedar St. Shelton,WA 98584
360-427-9670 or 360-275-4467 ext.352
OCT 16 2020
Permit# CO M 2DW "'00104 F 1 R E
S 615 W. Alder Street 1 MBOA6 §OOAL
T Date of Application: 5/21/20 Parcel Number:
E Name: Ty Fragner Business Name: Washington State DNR
P Phone Number: 360 902 1148 Address: 1111 Washington St. SE
Olympia, WA 98504 MS 47030
1
Use and Occupancy classification: " B Building Construction Type(IBC): V-B
Square fogttage. 3,081 S.F. Fire flow as outlined in Appendix A: 1,250 gpm for 1 hour(s)
Closest hydrant location from furthest corner of building(as a vehicle would drive) 1,150 feet (+400 ft mitigation
S required)
T Deduct from fire flow required: (Not less than 1500 gpm/min)
❑ Sprinkler System: Non-high pile (-75%) ❑ Sprinkler system: High pile(-50%)
E ❑ Monitored alarm system (-250 gpm) ❑ Off-site water supply (-250 gpm)
P ® 30 foot setbacks all sides(-250 gpm) GPM required (Table A): 1,250
Deductions (GPM): -
2 Total required:
Not less than 1500 gpm
Do you have sufficient fire flow? ❑Yes (stop if yes)Q No (go to step 3)
'Step 3 may be required in addition to the fire protection requirement set by the International Fire and Building Code.
(Supporting documentation must be provided from local Fire District,Water District or Authority having jurisdiction)
❑ 0-1,999 sq/ft: No mitigation needed
S Dd 2,000-5,999 sq/ft: (One of the following must be completed)
T NFPddressable fire alarm system OR Maximum allowable fire area of 2000 sq/ft with Fire Walls
E ❑ 6000-11,999 sq/ft: (Both must be completed or NFPA 13 automatic sprinkler system installed)
P NFPA 72 addressable fire alarm system AND Maximum allowable fire area of 5,999 sq/ft with Fire Walls
❑ 12,000+sq/ft: NFPA 13 automatic sprinkler system
3 Portions of buildings that are separated by FIRE WALLS,without openings or penetrations,and constructed in accordance with
the International Building Code are allowed to be considered separate fire-flow calculation areas.
Reviewer: Date Completed:
Comments:
TABLE A
Mason County
Required Fire Flow for Buildings Constructed
Using the International Building Code and All Townhomes
Urban Growth Area Construction Type(1) Non-Urban Growth
Area
DURATION REQUIRED REQUIRED DURATION
(HOURS) FIRE FLOW FIRE FLOW (HOURS)
(GPK anIA d I A and IV-H.T.VA IIB IIIB VB (GPM)
WHEN TOTAL FIRE AREA IN SQUARE FEET(3)IS EQUAL TO OR
LESS THAN THESE VALUES
1 1,500 500 500 500 500 500 0(4)
1 1,500 5,500 3,700 6,800 2,600 4,700 2,100 3,500 1,600 2,400 500 a/,
11,100 9,300 6,200 4,500 2,900 750 '/,
1 1,500 15,900 1,000 1
1 1,500
1 1,500 22,700 12,700 8,200 5,900 3,600 1,250 1
1%s 1,750 30,200 17,000 10,900 7,900 4,800 1,500 1
1%: 2,000 38,700 21,800 12,900 9,800 6,200 1,750 1%
2 2,250 48,300 24,200 17,400 12,600 7,700 2,000 1'/z
2 2,500 59,000 33,200 21,300 15,400 9,400 2,250 2
2 2,750 70,900 39,700 25,500 18,400 11,300 2,500 2
2 3,000 83,700 47,100 30,100 21,800 13,400 2,750 2
3 3,250 97,700 54,900 35,200 25,900 15,600 3,000 2
3 3,500 112,700 63,400 40,600 29,300 18,000 3,250 3
3 3,750 128,700 72,400 46,400 33,500 20,600 3,500 3
4 4,000 145,900 82,100 52,500 37,900 23,300 3,750 3
4 4,250 164,200 92,400 59,100 42,700 26,300 4,000 4
4 4,500 194,400 103,100 66,000 47,700 29,300 4,250 4
4 4,750 203,700 114,600 73,300 53,000 32,600 4,500 4
4 5,000 225,200 126,700 81,100 58,600 36,000 4,750 4
4 5,250 247,700 139,400 89,200 65,400 39,600 5,000 4
4 5,500 271,200 152,600 97,700 70,600 43,400 5,250 4
4 5,750 295,900 166,500 106,500 77,000 47,400 5,500 4
4 6,000 GREATER GREATER 115,800 83,700 51,500 5,750 4
4 6,250 125,500 90,600 55,700 6,000 4
4 6,500 135,500 97,900 60,200 6,250 4
4 6,750 145,800 106,800 64,800 6,500 4
4 7,000 156,700 113,200 69,600 6,750 4
4 7,250 167,900 121,300 74,600 7,000 4
4 7,500 179,400 129,600 79,800 7,250 4
4 7,750 191,400 138,300 85,100 7,500 4
4 8,000 GREATER GREATER GREATER 7,750 4
(1) Types of construction are based upon IBC.
(2) In Types I and II-FR construction,only the three largest successive floor areas shall be used.
(3) Each portion of a building shall be considered as a separate building when separated by one or more fire walls
with a fire resistance rating of not less than IBC Table 706 and meet all requirements of IBC 706 EXCEPT: NO OPENINGS
ARE PERMITTED.
(4) Shall not apply to IBC"H"occupancy classifications. Minimum fire flow is 500 gpm for Group H Occupancies.
Annual Full Flow Fire Pump Performance Evaluation
Johnson 0
Controls Performed in Accordance with NFPA 25 (2011), Sections 8.2 & 8.3
Report to: Mission Creek Correctional Center
Street: 3420 SE Sand Hill Rd Location Inspected: Fire Pump Bldg
City: Belfair ISTI WA I ZIP: 98528 Inspector: Ryan Hogg
Attrr Erika Lee Also Present: Delano Ortiz,Daniel Brands
Phone: 360-277-2486
email; Date Tested: 5/18/2020
MANUFACTURER MODEL NO. SERIAL NO. APPROVED? TANK SUPPLY CITY SUPPLY
Faitbanks Morse (6") 1823F K4H1-027069 YES X YES X YES
FIRE PUMP NO NO NO X
RATED GAL/MIN RATED PSI RATED RPM SHAFT TANK HEIGHT CITY SUPPLY SIZE
1500 GPM 0) 75 PSI 1750 VERTICAL 321 N/A
HORIZONTAL X
1. Cut-in Pressure(PSI): 60 With 0 Second Delay Timer Set At: NO RUN TIMER
2. Is routine maintenance performed and are records kept?: YES® NO[:]
3. Pump starts from roof flow?: YES N0[—] N/A®
4. Pump starts from pressure drop?: YES® N0[] N/A[]
5. Controller power light is on?: YES® NO[] N/A0
6. Was the pump run for 10 minutes flowing?: YES® NOO
7. Were all fire pumps tested?: YES® NO[]
8. Is there a jockey pump?: YES NO[:]
I
PAGE 1 of 4
�� (� TEST READINGS
ADI GS FOR ACCEPTANCE RETEST
Johnson '1 TEST jlv , . .
�ocaaori:
Controls DIESEL PUMP �x
Flre Pump Bldg
Performed in Accordance with NFPA 25(2011), Sections 8.2&8.3 5/18/2020
is Inspector(s).
R"Iv _
Ryan Hogg
751750
,{ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
eq M e an %o to o0
z z z z z z z z
975" �i � � � � � %of %of
PRESSURE READINGS Rated Rated Net Adjusted Adjusted
Suction I DischarLe Pitot Readings flow Net Head Capacity Head Flow Net Heald
tlurn I1 PSI 98 PSI 0 0 0 0 0 0 0 0 1771 0 87 0% 113% 0 85
100% 11 PSI 85 PSI 0 0 0 0 0 0 0 0 1736 1500 74 101% I00% 1512 75
150% 10 PSI 70 1'Si 0 0 0 0 0 0 0 0 1731 2250 60 152'/0 82% 2275 61
91 T Percent Net Head vs.Percent Rated Flow
Fii 81 � > t ;z: ., •try., 100%
71
a ..;6 t -f
} '
G F �
61 t '.. ~ .tq ,`}.L�.j 3 1 t r.1 �.1 KI • �%
25•/i
0 500 1000 1500 2000 W% 24% 50% 75% 1W/. 125% 150%
Net Ached Flow GPM. %Rated Flow
PAGE 2 of 4
Johnson. .Annual Full Flow Fire Pump Performance Evaluation
Controls Performed in Accordance with NFPA 25 (2011), Sections 8.2 & 8.3 Location:
� Fire Pump Inspection Deficiencies &Notes Fire Pump Bldg
Inspector(s):
1)Test loop flow meter is due for calibration.Gerand Eng.Co.model K-1500-8,500 psi W.P.,S/N 263-98F Ryan Hogg
Note:Previous test results referenced in this report are from the 20171Cl/SimplexGrinnell annual fire pump test.
Inspector(Print¢d): Ryan Hogg
Signature:
Date: 5/18/2020
PAGE 3 of 4
Johnson '�� �� Annual Full Flow Fire Pump Performance Evaluation Location:
Controls Performed in Accordance with NFPA 25 (2011), Sections 8.2 & 8.3
Fire Pump Bldg
Additional Driver & Controller Information Inspector(s),
Ryan Hogg
MANUFACTURER MODEL NO. SERIAL NO. APPROVED? OIL LEVEL FUEL LEVEL
DIESEL ENGINE
C'LARKB P1WP-I-6Y1`250417 U704374ll YES X G(X)D (30,01)
BATTERIES RATED HP RATED RPM COOLANT LEVEL PIPING
GOOD CONDI'IJON 110 1760 NO GOOD GOAD
MANUFACTURER MODEL NO. SERIAL NO, APPROVED? NOTES:
N4E'FRON FD2-AFJ GD-9875064-01 YES X
CONTROLLER NO
PUMP START PUMP STOP
60 N/A
PAGE 4 of 4