HomeMy WebLinkAboutCOM2014-00098 Pole Structure - COM Permit / Conditions - 9/15/2014 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262
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Mason County Bldg. III Phone: (360)427-9670, ext. 352
426 W. Cedar
Shelton, WA 98584
COMMERCIAL BUILDING PERMIT COM2014-00098
OWNER: CANOPY PARK RECEIVED: 7/10/2014
CONTRACTOR: LICENSE: EXP: ISSUED: 9/15/2014
SITE ADDRESS: 50 W WESTFIELD CT BLDG A SHELTON EXPIRES: 3/15/2015
PARCEL NUMBER: 420022490070
LEGAL DESCRIPTION: LOT 7 OF SP#3027
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
POLE STRUCTURE (BLDG A) - 160-FT X 50-FT SHELL
ONLY-rough-in plumbing.
General Information Construction&Occupancy Information
Type of Use: Insp.Area:
No. of Units: Type of Constr.: VB Type of Work: NEW Fire Dist.: 16 No. of Bathrooms: Occ. Group:
Valuation: $ 412,096.00 No. of Stories: 1 Exit Design. Load:
Building Height: 16
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building: 8,000
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline&Planning Information
Front: W 40.00 Ft. Shoreline: Ft.
Rear: E 240.00 Ft. Slope: Ft. Water Body: Shoreline Desig.:
Side 1: N 95.00 Ft. SEPA?: Comp. Plan Desig.: Urban Growth Area
Side 2: S 25.00 Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Y Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Y Fire Extinguishers?: Y
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2014-00098 Please refer to the following pages for conditions of this permit. Page 1 of 7
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Lavatories 1 Plan Check Fee TW 7/1n/9n1d 01 7R5 9R C99n1ann
Water Closets (Toilets) 1 Planning Review Fee TW 7/1N9n1d �,vAn nn C99nlAnn
Water Heaters 1 EH Minor Plan Review Al v 7/1n/9nld 41nn nn C79n1dnn
Non-Res. Energy Code ni r culw9niA It73 nn c19n1dnn
IFC Plan Check Fee ni r Q/19/9n1d �RQ9 R'3 S19n1dnn
Building State Fee ni r. Q/19/9n1d -td Fn g19n1Ann
Building Permit Fee ni r. Qi19/9n1d �9 7dR 9;r, C19nldnn
Plumbing Permit Fee ni r Q11919n1d -t9R 1n C19n1Ann
Plumbing Base Fee ni r Q/19/9n1d R9d 7n C19n1dnn
Total $5,982.74
CASE NOTES FOR
COM2014-00098
CONDITIONS FOR
COM2014-00098
1) 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.
Commercial structure mile point number or unit designation posting requirements:
50 feet or less setback shall post a 6 inch minimum with a'/. inch stroke.
50 feet or more setback shall post a 12 inch minimum with a 1 1/2 inch stroke.
Designating unit on a building will be no less than 6 inches in height with minimum '/. inch stroke.
Designating unit on a door will be no less than 4 inches in height with minimum 1/z inch stroke 100 foot setback or less shall post 18 inch minimum
with 2 inch stroke.
100 foot setback or greater shall post 24 inch minimum with 3 inch stroke.
X
2) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY
IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT
REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x -
3) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements),
Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction.
X
COM2014-00098 Page 2 of 7
4) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to
construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are
removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and
collected by the Mason County Building Department prior to any further inspections being performed or approvals granted.
X -
5) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND 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.
X
6) All building permits shall have a final inspection performed and approved by the 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.
X--
7) FIRE FLOW MITIGATION
The parcel is not provided with an approved water supply capable of supplying the required fire flow. As a result mitigation shall be required
including installation of an NFPA 72 addressable fire alarm system or NFPA 13 fire sprinkler system and alarm system. A separate fire-protection
permit application must be submitted to Mason County Dept. of Community Development, approved, and issued prior to the installation of the fire
protection system(s).
X - -
FIRE EXTINGUISHERS
Install 2A10BC fire extinguishers with a maximum travel distance of 75 feet in any direction mounted no more than 60 inches above the floor to the
top of the unit.
X
KEY BOX
A key box/knox box is required to be installed in accordance with the 2012 International Fire Code Section 506. Please contact the local fire
district for more information and to discuss inspections for installation of the lock box system.
X
8) PER TITLE 14 MASON COUNTY BUILDING CODE -CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS- 14.17.110:
Afire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire
sprinkler system installed. Contact the Mason County Fire Marshal at(360)427-9670, extension 352, for further information.
.�_._
9) THE FOUNDAMN SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X
COM2014-00098 Page 3 of 7
10) A concrete encased grounding electrode 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.
• X --- �
11) 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 m�affecty9ur project.
X -- -
12) Final Installat_,On Approval required prior to temporary/final occupancy (Onsite/OSS)
13) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the
time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control
of the permit holder have prevented action from being taken. No more than one extension may be granted.
X
14) All approved plans are req 'red to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be
granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be char and collected by the Mason County
Building Department prior to any further inspections being performed or approvals granted. X
15) All property lines shall be clearly identified at the time of foundation inspection._X=
16) 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. X
17) REQUIREMENTS FOR ROOF COV INGS. 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. (IRC 2012 R905.2.8.5)
X
18) 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.
X
COM2014-00098 Page 4 of 7
19) THIS STRUCTURE IS APPROVED AS A 50-ft x 160-ft SHELL BUILDING ONLY.
ATENANT IMPROVEMENT PERMIT WILL BE REQUIRED PRIOR TO OCCUPANCY OF THE STRUCTURE. IF ADDITIONAL CONSTRUCTION
IS REQUIRED A BUILDING, MECHANICAL AND/OR PLUMBING PERMIT WILL BE REQUIRED TO BE SUBMITTED AND APPROVED PRIOR
TO OCCUPANCY.
STRUCTURES WILL BE REQUIRED TO COMPLY WITH THE ENERGY CODE IN EFFECT AT THE TIME PERMIT APPLICATIONS ARE
RECEIVED. CURRENTLY THE 2012 ENERGY CODE REQUIRES THAT HEATED BUILDINGS BE PROVIDED WITH THE FOLLOWING
INSULATION (REF TABLE C402.2):
R-10 SLAB INSULATION AROUND THE PERIMETER, additional insulation may be required depending upon actual conditions.
R-21 wall insulation
R-49 ceiling insulation in attic or R-30 in vaulted roof assemblies
Doors U-0.37, overhead, sliding or roll-up doors min. R 4.75
Windows U-0.30 or less and SHGC 0.40 or better.
X
20) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL
NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason
County Building Depa t ent prior to any further inspections being performed or approvals granted.
X
21) Recyclable materials & Solid Waste Storage: Space shall be provided for the storage of recycled materials and solid waste. The storage area
shall be designed to r eeds of the occupancy, efficiency of pick-up, and shall be available to occupants and
haulers.X
22) 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 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� f all special inspection reports shall be made available at time of inspection.
X
23) No Occupancy until a pollution source control plan, and recorded Operation and Maintenance Agreement are completed and recieved by Mason
County Community Developement.
X —= —
24) ALL SURFACE WATE)R AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING
SYSTEM OR_ROAD WAY.
X - - -
COM2014-00098 Page 5 of 7
25) STORMWATER RUNOFF FROM THE ROOF AREAS WILL BE TIGHTLINED DIRECTLY TO AN INFILTRATION POND FOR STORAGE AND
INFILTRATION IN ACCORDANCE WITH THE STORMWATER SITE PLAN PREPARED BY OLYMPIC ENGINEERING, DATED APRIL28, 2014.
X
26) The structure has been designed using 25 psf ground snow load and 5 psf roof dead load.
The design load does not allow installation of equipment and fixtures in the attic/ceiling assembly. To add equipment and fixtures in the ceiling/attic
assembly a design prepared by and sealed by a Washington State licensed design professional shall be required to evaluate that the additional
load is approved and specify modifications needed to support the additional load.
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. AYS MILL INVALIDATE THE APPLICATION.
__.
Signa ure __...___ Date
/�� OWNER - REPRESENTATIVE - CONTRACTOR
Print Name
(Circle one to indicate)
COM2014-00098 Page 6 of 7
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K CONCRETE MECHANICAL MANUFACTURED HOME Z
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Date B} DBata SLAB INSULATION By FIRE DEPARTMENT
Foundation Walls Floors Date By
Date By Data By DECKS
FRAMING � Walls Q6 Date By
Date -� laz M By tomI()+ Data i1w IA 114 BYLADh-- PROPANE TANKS
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0!15/2014 09: 51 5035891728 ALLIANCE ENGINEERING PAGE 01/01
j%W!Wr ALLIANCE aeOr on.com
1110ENGINEERING �
Specialists in Post Frame Engineering 5aem OR 9 301arket St. E FAX502 03 589 1728
October 15, 2014
Dan Fetch
F $L Pacific
2510 Sandra Ave, Suite B
Centralia, WA 98531
ENGINEERING CHANGE NOTICE
Alliance Engineering Job No.: 1604414
Building Owner: Kirby Investments#5
Building Address: 450 W Dayton Airport Rd, Lot 7
Shelton, WA 98584
Dear Dan:
1 have examined the structural calculations for the past frame building located at the above
address. As discussed, the following changes may bi, made.
1. The 2 x 6 P.T. Select Structural Doug Fir sill plates may be replaced with 2 x 6 P.T. #2
Hem Fir sill plates if desired by the contractor.
Instal? all other components of the building as described in the engineering package.
This change will not reduce the structural capacity of the Building cr reduce the economic or
sentice life of the structure.
If you have any questions, please contact me.
Sincer y
Nicholas Jasper, PE _.
Civil Engineer/ Principal
'O Z87b5 �k`r
4`
s`110N AL�a
2700 Market Street N_E_ Alliance Engineering of Oregon, Inc. Phone. (503) 589-1727
Salem, OR 97301 www.aeOregon.com Fax: (503)589-1728
Permit+# MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
tJ ° J e-;,deco
Job Location � w
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be co r ected to gain co pliance
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
Call for re-inspection when corrections are made before continuing ❑ please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
❑ OK to damage incurred by recent
This is not a complete inspection disasters.
made"
❑ f p p disasters.This is NOT a
Date 1 Department `'J CORRECTION NOTICE.
Inspector li
■ O* N* ,0T iml* Ar ' ' THI , TAFM
.TSAc�OI` c�LN�� MASON COUNTY PERMIT NO.L41M�J
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING• PLANNING•FIRE MARSHAL
WWW.CO.MASON.WA.US (350)427-9670 Shelton ext"352
Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352
1854 Shelton,WA 98584 (360)482-5269 Elma ext. 352,
C � - BUILDING PERMIT APPLICATION
OWNE TFORMAT`I�ON: CONTRACTOR INFORMATION:
NAME:
MAILING ADDRESS: a cu e t� C-t _ ING ADDRESS:
CITY:OL r.�ST*TI3:tJc� ZIP:� � ITY: STATE: ZIP:
PHONE: _ ELL: c 9 (,PHONE: CELL:
EMAIL: EMAIL :
L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) Z �� S(3 d 7 G FIRE DISTRICT
LEGAL DESCRIPTION(ABBREVIATED) :
SITE ADDRESS CITY
DIRECTIONS TO SITE ADDRESS
IS PROPERTY WITHIN 200 FT:
SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO ❑
TYPE OF JOB: NEW X ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) Wa�V > Usa., VA I
IS USE: PRIMARY ❑ SEASONAL Fj' NUMBER OF BEDROOMS NUMBER OF BATHROOMS
DESCRIBE WORK -- -- _
SQUARE FOOTAGE:
I ST FLO Y, s 2ND FLOOR" sq. fL 3RD FLOOR sq.ft. BASEMENT sq.ft.
DECK sq.Tt COVERED DECK sq.fL STORAGE sq.fL OTHER sq.fL
GARAGE sq.ft. ATTACHED ❑ DETACHED ❑ CARPORT sq. 1 ATTACHED ❑ DETACHED ❑ `
MANUFACTURED HOME INFORMATION: r4 COPIES OF THE FLOOR PLAN 1
MARE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
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
INSPEC N. INACTIVITY F"TH{S PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
x
Signature of Applicant
X 4L4_4g' A. / OWNER REPRESENTATIVE /CONTRACTOR
Print Name (CIRCLE TO INDICATE)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT -�
PLANNING DEPARTMENT
FIRE MARSHAL
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Page-1 of 1
Debbera Coker - Re: COM2014-00098
From: Debbera Coker
To: Beaty, Terry
Date: 1/6/2015 8:59 AM
Subject: Re: COM2014-00098
The entire wall assembly, including openings and penetrations shall be protected in accordance with IBC Chapter 7. A two-hour
assembly requires opening fire protection assemblies, ratings, and markings with not less than 1-1/2 hour. Door assemblies need
to be installed in accordance with the manufacturer specifications. Please review manufacturer specifications and discuss with
your design professional for additional information.
0 66era Co(fr
Mason County Building Department
Building Inspector IV
Phone: (360)427-9670 ext 510
FAX (360)427-7798
E-Mail: DLC(@co.mason.wa.us
426 West Cedar Street
Shelton, WA 98584
>>> On 1/5/2015 at 4:49 PM, in message
<BN3PR10MB02600798A4233CE8F51D4090B5590@BN3PR10MB0260.namprdl0.prod.outlook.com>, Terry Beaty
<terry@stoneagegardens.com> wrote:
Debbera,
I have attached a sketch of how I propose to install the 90 minute fire door in the fire wall. Can you tell me if it is
acceptable or not?
If you have any questions, let me know or I can stop by Thursday morning to clarify.
Thanks.
Regards,
Terry Beaty
Stone Age Gardens
206-979-3466
NOTICE: The information contained in this electronic message is legally privileged and/or confidential information
intended for the use of the individual or entity named above only. This email message and/or any attachments may
contain information or content that is proprietary to the sender(including materials for which the sender has copyright
and trademark ownership), or that is privileged or confidential. Any dissemination, distribution, copying, or other use of
this transmission or its attachments without the written permission of the sender is strictly prohibited. Receipt by anyone
other than the named addressee(s) is not a waiver of these conditions or any applicable privilege. If you received this
private communication in error, please notify the sender immediately and permanently delete the original message from
your system. Although Stone Age Gardens takes reasonable precautions to ensure no viruses are present in email, it will
not be liable for any loss or damage arising from the use of the email or attachments.
file:///C:/Users/Dlc/AppData/Local/Temp/XPgrpwise/54ABA402Masonmai1100170357012B20B 1/GW_0... 1/6/2015
Page 1 of 2
Debber.a Coker - Re: COM2014-00158
From: Debbera Coker
To: Beaty, Terry
Date: 1/23/2015 9:24 AM
Subject: Re: COM2014-00158
CC: Larry Kelly
The insulation board needs to be separated from the interior of the building by an approved thermal barrier of 1/2" gypsum
board or a material that is tested as specified in the 2012 International Building Code (IBC) 2603.4.
W 6era Corr
Mason County Building Department
Building Inspector IV
Phone: (360)427-9670 ext 510
FAX: (360)427-7798
E-Mail: DLC .co.mason.wa.us
426 West Cedar Street
Shelton, WA 98584
>>> On 1/21/2015 at 9:16 PM, in message
<BN3PR10MB0260AB1CFB4AE1B31E49A1C1B5490@BN3PR10MB0260.namprdl0.prod.outlook.com>,Terry Beaty
<terry@stoneagegardens.com> wrote:
Debbera,
I asked the inspector, Larry, a question during his last inspection and he deferred to you.
In the office,and the office only, we would like to use a more rigid overhead to support the R-49 insulation that will be
blown in. Can we use a insulation sheathing(see picture below)? This would better support he blown in insulation and
weighs 1.4 pounds per 4'x8' sheet.
file:///C:/Users/Dlc/AppData/Local/Temp/XPgrpwise/54C213 58Masomnai11001703 57012B6A 11/GW_0... 1/23/2015
Page 2 of 2
RaTECA4
I4
r.,
3
Thank you for your consideration.
Regards,
Terry Beaty
Stone Age Gardens
206-979-3466
NOTICE: The information contained in this electronic message is legally privileged and/or confidential information
intended for the use of the individual or entity named above only. This email message and/or any attachments may
contain information or content that is proprietary to the sender(including materials for which the sender has copyright
and trademark ownership), or that is privileged or confidential. Any dissemination, distribution, copying, or other use of
this transmission or its attachments without the written permission of the sender is strictly prohibited. Receipt by anyone
other than the named addressee(s) is not a waiver of these conditions or any applicable privilege. If you received this
private communication in error, please notify the sender immediately and permanently delete the original message from
your system. Although Stone Age Gardens takes reasonable precautions to ensure no viruses are present in email, it will
not be liable for any loss or damage arising from the use of the email or attachments.
file:///C:/Users/Dlc/AppData/Local/Temp/XPgrpwise/54C213 5 8Masonmail 1001703 57012B6A 11/G W_0... 1/23/2015
Page 1 of 2
6ebbera Coker - Re: Re[3]: Re[2]: COM2014-00158
From: Debbera Coker
To: terry@stoneagegardens.com
Date: 1/27/2015 8:39 AM
Subject: Re: Re[3]: Re[2]: COM2014-00158
CC: Larry Kelly
Larry Kelly and I have discussed your project related to installing the insulation. The load on the bottom truss chord needs to be
considered. In addition need to confirm that the material installed complies with code;flame spread (FS), smoke developed (SD)
rating, in the case of plastic insulation proper covering, etc. The problem with OSB and MDF or similar material is the load
imposed and possibly FS & SD.
Perhaps you should explore whether the plastic film material meets the specifications for the additional material specified in
2603.4. Check manufacturer specifications to determine whether the material meets both the Temperature Transmission Fire Test
and Integrity Fire Test of NFPA 275. Do you have access to IBC code? Chapter 8 addresses interior finishes and chapter 26
addresses plastics used in bldgs. Please review the material specifications.
If you find that the poly material meets the testing criteria please provide highlighted information to our office and have
information available on-site for inspection.
cl) 66era Corr
Mason County Building Department
Building Inspector IV
Phone: (360)427-9670 ext 510
FAX: (360) 427-7798
E-Mail: DLC(cDco.mason.wa.us
426 West Cedar Street
Shelton, WA 98584
>>> On 1/26/2015 at 1:14 PM, in message <1422306870.554623762@f25.my.com>, <terry@stoneagegardens.com> wrote:
Debbera,
Just for clarification, would a Class A Fire Rating be acceptable? Alternatively, could we use a non-fire rated material for
supporting the insulation and cover it with the fire/flame retardant plastic sheeting?
Thanks again fir your continued assistance in helping us navigate through this process.
Regards,
Terry Beaty
Stone Age Gardens
206-979-3466
Friday, 23 January 2015, 00:07PM -08:00 from Debbera Coker <dlc@co.mason.wa.us>:
If they meet Flame spread and smoke developed rating? See condition on permit. Check manufacturer specifications.
>>> On 1/23/2015 at 11:06 AM, in message <1422039990.811722348@f20.my.com>, <terry@stoneagegardens.com>
wrote:
Understood.
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Instead, could we use a thin OSB or MDF panel provided we stay below 6 psf?
Thanks for your help.
Terry Beaty
Stone Age Gardens
206-979-3466
Friday, 23 January 2015, 09:24AM -08:00 from Debbera Coker <dlc@co.mason.wa.us>:
The insulation board needs to be separated from the interior of the building by an approved thermal barrier of 1/2" gypsum
board or a material that is tested as specified in the 2012 International Building Code (IBC) 2603.4.
Debbera Coker
Mason County Building Department
Building Inspector IV
Phone: (360)427-9670 ext 510
FAX: (360)427-7798
E-Mail: DLC@co.mason.wa.us
426 West Cedar Street
Shelton, WA 98584 >>> On 1/21/2015 at 9:16 PM, in message <BN3PR10MB0260AB1CFB4AE1B31E49A1C1B5490@BN3PR
10MB0260.namprdl0.prod.outlook.com>,Terry Beaty <terry@stoneagegardens.com> wrote:
Debbera,
I asked the inspector, Larry, a question during his last inspection and he deferred to you.
In the office, and the office only,we would like to use a more rigid overhead to support the R-49 insulation that will be
blown in. Can we use a insulation sheathing (see picture below)? This would better support he blown in insulation and
weighs 1.4 pounds
per 4'x8' sheet.
Thank you for your consideration.
Regards,
Terry Beaty
Stone Age Gardens
206-979-3466
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