HomeMy WebLinkAboutBLD2013-00712 Final SFR, Garage and Porch DDR2013-00059 - BLD Permit / Conditions - 3/5/2014 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 279
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2013-00712
OWNER: RJ PEABODY RECEIVED: 8/19/2013
CONTRACTOR: ALMOST FREE GUTTERS INC 1.360.689.3918 LICENSE: ALMOSFG897Q1 EXP: 11/12/201c ISSUED: 10/8/2013
SITEADDRESS: 120 NE ADMIRAL DR BELFAIR EXPIRES: 4/8/2014
PARCEL NUMBER: 123305400026
LEGAL DESCRIPTION: BEARDS COVE DIV 7 LOT: 26
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
RESIDENCE, GARAGE AND COVERED PORCH FROM BELFAIR OUT NORTH SHORE RD TO LARSON LAKE RD RIGHT TO
ADMIREL WAY LEFT TO PROPERTY ON RIGHT
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: 3 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R3U Lot Size: Deck: 80
Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:996 Garage-Attached 414
Valuation: $ 187,121.54 Building Height: Occ. Status: Primary Basement:522 cov porch 56
Manufactured Home Information Setback Information Shoreline& Planning Information
Water Body:
Make: Length: Ft. Front: Ft. Shoreline: Ft.
SEPA?:
Rear: Ft. Slope: Ft.
Model: Width: Ft. Side 1: Ft. Shoreline Desig.:
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.:
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Water Closets (Toilets) 3 Furnace<100K 1 Plan Check Fee TW 8/19/2013 $897.10 S2201300000001
Lavatories 3 Ventilation Fan 3 EH Plan Review TW 8/19/2013 $ 103.00 S2201300000001
Bath Tubs 2 Exhaust Hood 1 Planning Review Fee TW 8/19/2013 $205.00 S220130000000i
Water Heaters 1 Dryer Vent 1 Water Adequacy Plan Revi TW 8/19/2013 $ 103.00 S220130000000i
Clothes Washer 1 Address Fee TW 8/19/2013 $ 173.50 S220130000000i
Kitchen Sink 1 Building State Fee DLC 9/19/2013 $4.50 S220130000000(
Dishwasher 1 Building Permit Fee DLC 9/19/2013 $ 1,486.55 S2201300000001
Hosebibs 2 Mechanical Permit Fee DLC 9/19/2013 $67.50 S2201300000001
Mechanical Base Fee DLC 9/19/2013 $28.50 S220130000000i
Plumbing Permit Fee DLC 9/19/2013 $ 110.60 S2201300000001
Plumbing Base Fee DLC 9/19/2013 $24.70 S220130000000i
ADJUST--Plan Check Fee DLC 9/19/2013 $69.16 S220130000000i
Total $3,273.11
BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 1 of 6
CASE NOTES FOR
BLD2013-00712
CONDITIONS FOR
BLD2013-00712
1) 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. The building permit will not be"finaled" until the permit holder can show proof that the access permit from Public Works has
been "finale ' and approved.
X
2) 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
1-800-64,7�Q�82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X .p��
3) Owner ent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X
4) 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 W
ion drains within 30ft, down gradient of drainfield/reserve area.
X
5) Appr e er dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
6) Temporary erosion control measures must be implemented to prevent water quality degradation adjacent waters or properties. Silt fencing, straw, or
matting must be installed and maintained until upland vegetation has become established. X
7) Prior to final approval, all upland areas disturbed or new4 created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
8) All construction and demolition debris must be removed from the site after project completion. Prcwer disposal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. X
BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 2 of 6
3) 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/contra r �s acknowledging that all components of the stormwater management system have been installed as
approved on the stormwater site plan. X
0
10) All property lines shall be clearly identified at the time of foundation inspection. X
11) Retaining walls needed to support a surcharw such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
12) 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.
X 5t�
13) 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�Siite Plan"to ensure these structures are shown and meet the setback conditions listed.
X R� it
14) All 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
Departrrtigr�t prior to any further inspections being performed or approvals granted.
X
15) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
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 roved documents will result in failure of required building inspections.
X
16) THE F UQ NDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X
17) The"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, then
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
Buildin Department prior to any further inspections being performed or approvals granted.
X
-BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 3 of 6
48) Washington State Energy Code Compliance has been approved as follows:
Heat Type: Electric forced air furnace, Compliance Method: Prescriptive option 4C, Window(Max U-Factor):0.30, No Skylights, Doors (Type/Max
U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-49, and Slab Insulation R-10.
In addition the following credit from Table 9-1 shall be completed: .50 credit unsing option 5A Electric water heater EF .93 or better.
X \ y�
19) 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
20) 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.
X
21) 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 r ds connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
X
22) 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 a s all be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 4 of 6
-23) Installation of heating equipment in a single-family residence shall meet the requirements of the current Washington State Energy Code, applicable
sections of the IRC and IMC.
Heating equipment shall be sized in accordance to IRC, Section M1401. Heating and design load calculations for the purpose of sizing HVAC systems are
required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for
inspection during inspection.
Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made
substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous
glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape.
Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-sensitive
tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened.
Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts
shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets
equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation
instructions.
Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8
DUCT TIGHTNESS TESTING shall be conducted by person(s) trained to perform such testing. A signed affidavit documenting test results in accordance
to WSEC shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the
WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not
required if the air handler and all ducts are located within the heated space.
All heating equipment shall meet the requirements of the National Appliance Energy Conservation Act(NAECA) and be so labeled or in accordance to
WSEC.
X &?k::,
24) 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 proj�
X
25) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordin c�gulation, must be reviewed and approved by Mason County prior to construction.
X
•BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 5 of 6
26) CONSTRUCTION PROCESS TO BE F-IELU CUKKEC I EU AS F<LUUIKEU PEK MASUN CUUN I Y BUILUIN(3 UEPAK I MEN I ANU I HE AUUF'I EU
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 W
made prior to requesting additional inspections.
X
27) All property lines shall be clearly identified at the time of foundation inspection. X
28) 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
Maso ounty ordinances and building regulations.
X
29) 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
hold ve prevented action from being taken. No more than one extension may be granted.
X
30) ALL SURFACE WATER 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.n�
X \\��
This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any
time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be
occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate
and grants employees o ason County ccess to the above described property and structure for review and inspection.
OWNER OR AGENT: DATE:
•BLD2013-00712 Please refer to the following pages for conditions of this permit. Page 6 of 6
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Date By Data t 7 i I By DECKS
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Date , "Z' /� By y%�'�- Data By PROPANE TANKS
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Date By OTHER.
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Date 3 BY �� Type-
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Permit# MASON COUNTY
BUILDING /it 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location ) 9,0 l,�F— A-J M ' r&Q --Dr --FE L Pr1 ,t__
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 corrected to gain compliance
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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 checkeq on next inspection regarding possible structural
OK to damage incurred by recent
"natural/man made"
This is not a complete inspection disasters.This is NOT a
Date [G 31 Department L CORRECTION NOTICE.
Inspector
,ff ,on
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Permit# 6771 MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 170 10-1 AjjM,ru,(
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
fund: Item listed below must be corrected to Tiga compliance
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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
N Make corrections, items will be checked on next inspection regarding possible structural
❑ OK to ���Sw� (i�`^�ls damage incurred by recent
"natural/man made"
❑This is not a complete inspection C� disasters.This is NOT
Date I7 / Department &4 CORRECTION NOTICE.
Inspector ��'
Permit# j3k'/ ,--
MASON COUNTY
BUILDING 111426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location I �0 AJ r= /� r�.��-�
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
fond: Items listed below must be corrected to gain compliance
'�, resy f� I?c- CL'rinT►r'k 5 i,' r.:�,--. �'>c;-iL ✓.c/,. � �
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h ��Y --rrr1..•• S G Yt�aP.T•ns �,1I
✓tr {'t e fre . - 1 i 41Vf
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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
W OK t0 L`� 1�& 17 damage incurred by recent
"natural/man made"
❑This is not a c mplete inspection disasters.This is NOTa
Date TT`'r Department CORRECTION NOTICE.
Inspector
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ver,and utility
10! o PROPOSED HOUSE s
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1 10' NO-BUILD ZONE
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ARPR OVET" 0 1�LA�G
:-MkS01 tbuN ANNING
- S REQUIRED TO BE ON SITE
CHA ES SUBJECT TO APPROVAL N N i N •'
BY Date E CURED
0�-1 9-13 ALL FETBACKS ARE MEAWRED
RCVD FROM THE FURTHRRDING
PROJECTION OF THE
LEGEND
= SOIL LOG ACME DESIGN COO
-- = NO BUILD ZONE
CLEARING LIMITS DATE- ► AUG 13
= LOW AREAS NAME- P. 0. BOX 2954
PEABODY SIL VERDALE, WA.
TREES > 12" DIA TAX ID- 98383
12330-54-00026
D = CLEAN OUT STREET- NE ADMIRAL DRIVE 1150—GAL SEPTIC TANK l L 7C
= L. 560.275. 7425
SCALE: I"=20' SITE PLAN ROD@ACMESEPTI.COM
Name s 1f) Parcel#I.,3 )--6 BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment', with more than 2,000 square feet of impervious surfacez.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
T� a)cvlate /mperu,s Surfaces �fease Gort�plate_This Fab7Q.`.
Surface Type Length X Width = Area *All dimensions in feet
Buildings X
X = Measurements for buildings are taken at the
_ perimeter of the farthest projections(example:X
eaves/gutters)
X =
Driveways LX
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X _ `Z
X = Any paved, gravel or packed area per definition
above table
X =
Others X = _:71 -
X `ff,the total impervious area`of the proposed site
X = development is.grater tha a n 2000 square feet
Small Parcel Stormwater Stte.Plan is Required
Total Impeimou§.Surface Area(sum of-afl areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
0,AmerBuilder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
descni-b property for review and inspection as may be required.
X y Owner/ gentlContracto (circle one)Date:
If the Total Impervious Surface Area is GREATER Square Feet;please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website:
httD//www.co.mason.wa--us/code/commissioners/index htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48.section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan".This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout'
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this, or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT.450
Mail: P 0 Box 1850, Shelton WA 98584
Physical:415 N 6th St,Shelton WA 98584
If this development has, or will have,a septic/drainfield system you may need to contact 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 Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT.352
Mail:P 0 Box 1666, Shelton WA 98584
Physical:426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit
Owner/Builder/Agent Acknowledges that 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,owner's legal representative, or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
From: Debbera Coker
To: Thomas, Ron
Date: 10/31/2013 2:57 PM
Subject: Re: Corrections
Attachments: XPS installation specifications.pdf
I have received the photos showing beveled 2-inch extruded polystyrene along edge of slab where
concrete walls are 2-ft or less below grade. The installation is approved based upon information provided.
Please verify that slab insulation is continuous and installed in accordance with manufacturer
specifications. The installation specifications are attached to this email, see VI.
Debbera Coker
Mason County Building Department
Building Inspector IV/Code Enforcement
Phone: (360)427-9670 ext 510
FAX: (360) 427-7798
e-Mail: DLC@co.mason.wa.us
PO Box 279
426 West Cedar Street
Shelton, WA 98584
>>> Ron Thomas <cows.pigs52@g mail.com> 10/31/2013 2:10 PM >>>
' Installation Guide for Owens Corning
INNOVATIONS[ORLIVING- FOAMULAR(") Extruded Polystyrene (XPS) Rigid Foam Insulation
Technical Bulletin
The intent of this document is to There should be no voids or Fasten panels to framing with
provide guidance on the gaps in the insulation itself, cap-head (min. I") screws
installation of Owens Corning around any objects that spaced 12" o.c. at the
FOAMULAR®extruded penetrate the insulation or at perimeter and 16" o.c. in the
polystyrene (XPS) insulating the interface of the insulation filed.
sheathing products in residential and framing members.
and light frame commercial Cover all framing with
construction. This document,the FOAMULAR® Insulation is not FOAMULAR® Insulation and
reference documents cited herein structural. Structural sheathing fit joints tightly. Joints and
and any/all information found on or bracing must be used when openings may be sealed with
product packaging, literature, applying to wood or metal Owens Corning JointSealR
presentations and videos framing. Foam Joint Tape.
collectively constitute the II. Wood Frame Walls IV. Foundation Wall —
"manufacturer's installation Exterior
instructions" referenced in the Apply FOAMULAR° Insulation
ICC family of model codes— to outside of braced framing Prior to backfilling, install
specifically the Intl. Energy or structural sheathing. FOAMULAR® Insulation to the
Conservation Code (IECC), Intl. Tongue and groove (T&G) exterior, from top of footing to
Residential Code (IRC) and Intl. edge panels install horizontally, the full height of the
Building code (IBC). square edge panels install foundation wall.
I. General vertically. Adhere FOAMULAR®
• Use cap-head (min. I") nails or Insulation with long edges
Optimum performance of Owens screws spaced 12" o.c. for the horizontal, edges tightly butted
Cornin FOAMULAR® perimeter and 16" o.c. in the and vertical joints staggered.
Insulatioonn products is dependent field to attach the panels. Joints and openings may be
on I) selection of the correct sealed with Owens Corning
product for the assembly or • Choose fasteners of sufficient JointSealR Foam Joint Tape.
application into/on which it is to length to penetrate framing
be placed and 2) following these members a minimum %" or • Secure FOAMULAR®
installation instructions. General through structural sheathing. Insulation with construction
rules which apply to both adhesive compatible with
selection and installation include: Cover all framing with polystyrene or foamed plastics
FOAMULAR° Insulation and as noted by its manufacturer
• The framed assembly or fit joints tightly. Joints and (follow adhesive
masonry surface onto which openings may be sealed with manufacturers' application
the Insulation is to be applied Owens Corning JointSealR® instructions).
must be flat. FOAMULAR® Foam Joint Tape.
Insulation is a rigid product and • Apply FOAMULAR° Insulation
not intended for uneven III. Metal Frame Walls to wall within 15 minutes after
surfaces. Any deformation of Apply FOAMULAR° Insulation adhesive is applied.
the application surface can direct) to metal framing
result in a weakening of the y 0 Backfill carefully to avoid
attachment points and / or members. Tongue and groove damage to FOAMULAR®
cracking of the insulation. edge panels install horizontally, Insulation.
square edge panels install
vertically.
Installation Guide for Owens Corning
INNOVATIONS FOR LIVING, FOAMULARc"' Extruded Polystyrene (XPS) Rigid Foam Insulation
Technical Bulletin
V. Basement Wall — Interior Reference Documents
• For installation on a framed • ICC Evaluation Services;
wall built on the interior of the Evaluation Report ESR-1061;
basement (foundation) wall see http://www.icc-es.org/
instructions for"Wood Frame Evaluation—Reports/
Walls" and "Metal Frame
Walls" above. Owens Corning FOAMULAR®
InsulPink® Basement Wall
• For installation on furring, see Insulation System; Installation
instructions for FOAMULAR° Instructions, publication no.
InsulPinkO. 58103; http://insulation.
VI. Under Concrete Slab owenscorning.com/
homeowners/renovation/
• Install FOAMULAR® Insulation products/insulpink/
after gravel fill has been built
up to grade,thoroughly
tamped and vapor retarder
placed.
• Lay FOAMULAR® Insulation in
place with edges pressed
together and butting the
foundation wall or adjacent
vertical insulation.
• Pour concrete slab to cover all
FOAMULAR® Insulation.
Please contact 419-248-6557 for additional information. Email: gettech@owenscorning.com
Disclaimer of Liability OWENS CORNING FOAM INSULATION, LLC
Technical information contained herein is furnished ONE OWENS CORNING PARKWAY
without charge or obligation and is given and accepted at e TOLEDO,OHIO 43659
recipient's sole risk.Because conditions of use may vary 1-800-GET-PINK
and are beyond our control,Owens Coming makes no INNOVATIONS f0A LIVING' www.owenscorning.com
rep resentation about,and is not responsible or liable for Pub. No. 10018096. Printed in U.S.A. November 2012. THE PINK
the accuracy or reliability ofdata associated with particular PANTHER" & 01964-2012 Metro-Goidwyn-Mayer Studios Inc. All Rights
uses of any product described herein.Nothing contained Reserved. The color PINK is a registered trademark of Owens Corning.
in this bulletin shall be considered a recommendation. 02012 Owens Corning.All Rights Reserved.
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MASON COUNTY PERMIT NO
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL 00—/7
'Z
_ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
_ Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352
�xsa PO Box 279, Shelton,WA 98584 (360)4826rn 9cct,3
d 5 0 V D
1 PO4 :45 I?CVD
BUILDING PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: NAME:� WW-
MAILING ADDR ;0 ESS: ; S MAILING ADDRESS:
CITY:I U r�" STATE:_Z1P:rC Sk;-S S CITY: STATE: ZIP:
PHONE: CELL: PHONE: CELL:
EMAIL: \� �`r'��`� _ v s h •c o�� EMAIL :
L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 3 3 O 0 - FIRE DISTRICT_Z�
LEGAL DESCRIPTION(ABREVIATED) :
SITE ADDRESS 190 rA i , CITY
DIRECTIONS TO SITE ADDRES - u 't
A ^ a 61lxia 0 ro 12 O , V i !
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 FR
TYPE OF JOB: NEW K ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) I'-e S -
IS USE: PRIMARY 2. SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS_
DESCRIBE WORK Co In
SQUARE FOOTAGE:
1 ST FLOOR_J2_�_sq. ft. 2ND FLOOR f 3 � sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft.
DECK sq. ft. COVERED DECK-() sq.ft. STORAGE sq.ft. OTHER sq. ft.
GARAGE sq. ft. ATTACHED ❑ DETACHED ❑ CARPORT sq. ft. ATTACHED 1� DETACHED ❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF TEIE FLOOR PLAN
MAKE 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
INS CTION. INAqTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
x - - 1
Signa ure of Applican Date
x 4 OWNER/'REPR SENTATIV /CONTRACTOR
Print Name 0 4�'p .5 D • 0000 (CIRCLE TO INDICATE)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT A C YVS
PLANNING DEPARTMENT
FIRE MARSHAL
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MASON COUNTY PERMIT NO.
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar•P.O. Box 186, Shelton, WA 98584
Shelton (360)427-9670•Belb (360)275-4467• Elma (360)482-5269
On the we www.co.mason.wa.us
APPLI NT NFORMAT ON CONTRACTOR INFORMATION
Owner h:� - Company Name
Maili Addres '7 C Mailing Address
Ci State 1,1,2 Zip Code City State Zip Code
Phone Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg.# Exp.
E mail address _ Y \SIR G�-eltG�'��' ChS\ E Mail Address
Drivers Lic.# DOB ti1 Drivers Lic.# DOB
SEPTIC INFORMATION - Connect to New Septic ✓- Existing Septic Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION- 12 Digit Parcel No Fire District
Legal Description
Site Address(Please include street name, street number and ci))
Directions to site o r 0 : A -
_9Y-V-
Is properlty within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New],,' Alt Repair Other Use of Building y
Location of Fixtures/Units- 1st Floor i-- 2nd Floor i.— Basement Garage Closet
PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG_Natural Gas_Heat Pump_
Toilets Type of Unit NoT Fees
Bathroom Sink Furnace
Bath Tubs 2- Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer f Gas Outlets
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood I
Hosebibs 2— Dryer Vent I
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
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 the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PRO OF CONTRO ATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date:
Owner wners Representativ /Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bid Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group—Type Constr.
Planning Department a
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical& Base fee UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee TOTAL FEES
Masort dounty Permit Center Use:
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT DDR
411 N. Fifth Street/P.O. Box 186, Shelton WA 98584
360.427.9670 ext. 352 Date Rcvd
Request for
Administrative Variance for Reduction in the Required Setbacks (S115.00)
For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot
lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction
requires a standard variance. Setbacks are measured from the furthest projection of the structure,
including roof eaves and gutters.
Applicant/Owners: k a
Mailing Address: VD/ Pj
J S
City: RUS State: Zip� �-
Telephone:
Email: If o ` -Q C�e S��
If this reduction is tied to a building permit, please give permit case number.
BLD - n
Parcel Number(s): 3 C9 �G-� Zoning
Site Address: Y
Requested setback variance:
l O ft. ❑ Front ❑ Rear Side
ft ❑ Front ❑ Rear ❑ Side
ft. ❑ Front ❑ Rear ❑ Side
ft ❑ Front ❑ Rear ❑ Side
Front Setbacks—From access easements and road right of ways. Minimum 10 feet.
Rear Setbacks—From the rear property line. Minimum 10 feet.
Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations.
An illustrated site plan is required.
Your site plan must show the following: north arrow, abutting street or easements, set backs to all
property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and
driveway. Show all proposed new development.
IACommunity Development\PACWARIANCESWdmin Variance.doc Edited on 7/16/10
FRONT AND OR REAR YARD REDUCTION REQUESTS:
For existing lots of record as of March 5, 2002;
You must meet one of the following:
2) One of the following exists on the lot (check all that apply):
❑ a) steep slopes, wetlands, or streams present;
❑ b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
❑ d) lot size of no more than one-fourth acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
SIDE YARD REDUCTION REQUESTS:
For existing lots of record as of March 5, 2002;
You must meet one of the following:
2) One of the following exists on the lot (check all that apply):
❑ a) steep slopes, wetlands, or streams present;
❑ b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
14 d) lot size of no more than one-half acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
Explain how these circumstances preclude a reasonable development proposal from meeting the
setback standard for Rural Residential 2.5, 5, 10, or 20 zones.
t Q UP (j 5
koL9 �b Ikt eAA0 8
Owner/Agent please indicate) G
Signature Date
Official Use Only pp
Approved by: Date
Denied by: Date
Reason for denial:
IACommunity Development\PAC\VARIANCES\Admin Variance.doc Edited on 7/16/10