HomeMy WebLinkAboutBLD2011-00304 Replace SFR - BLD Permit / Conditions - 7/6/2011 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 186
Shelton, WA 98584
1�
RESIDENTIAL BUILDING PERMIT BLD2011-00304
OWNER: BRIAN ROSS RECEIVED: 4/21/2011
CONTRACTOR: GROBINS CONSTRUCTION INC 253-225-1538 LICENSE. GROBIC1941KA EXP: 5/3/2012 ISSUED: 7/6/2011
SITE ADDRESS: 462 E TREASURE ISLAND DR ALLYN EXPIRES: 1/6/2012
PARCEL NUMBER: 121055200067
LEGAL DESCRIPTION: TREASURE ISLAND TR 67
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
DEMOLISH EXISTING CABIN AND BUILD NEW CABIN (REVISED TREASURE ISLAND TO ADDRESS
6/30-11 DECK STAIRS, FRAMING AND WINDOWS)
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: 621
Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:2,021
Valuation: $ 289,448.89 Building Height: 32 Occ. Status: Seasonal Basement:974
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: E 50.0 Ft. Shoreline: 35.0 Ft. Water Body: Case Inlet
g Rear: W 35.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: N 5.0 Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: S 5.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Water Closets (Toilets) 2 Dryer Vent 1 Plan Check Fee GMM 4/21/2011 $1,333.90 S12011000,
Lavatories 3 Exhaust Hood 1 EH Plan Review GMM 4/21/2011 $103.00 S12011000i
Bath Tubs 1 Gas Outlets 2 Planning Review Fee GMM 4/21/2011 $205.00 S12011000i
Clothes Washer 1 Propane Stove 1 Building State Fee LDK 5/5/2011 $4.50 S12011000i
Dishwasher 1 Propane Tank 1 Building Permit Fee LDK 5/5/2011 $2,057.75 S12011000i
Hosebibs 2 Ventilation Fan 4 Mechanical Permit Fee LDK 5/5/2011 $183.40 S12011000(
Kitchen Sink 1 Exhaust Hood 1 Mechanical Base Fee LDK 5/5/2011 $28.50 S1 201 1 0001
Showers 1 Plumbing Permit Fee LDK 5/5/2011 $101.90 S120110001
Water Heaters 1 Plumbing Base Fee LDK 5/5/2011 $24.70 S12011000i
Additional Plan Check Fee LDK 6/30/2011 $146.00 S120110001
Total $4,188.65
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 1 of 7
CASE NOTES FOR
BLD2011-00304
CONDITIONS FOR
BLD2011-00304
1) 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- 982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
2) Owner t is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X -
3) 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
Depz,� tment prior to any further inspections being performed or approvals granted.
X
4) 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
remo _ a roved documents will result in failure of required building inspections.
X
5) All slabs within the heated space shall be insulated to aminimum R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the
top of the slab to the bottom of the footing X — `y
6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
7) 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
Building men _prior to any further inspections being performed or approvals granted.
!0:�—
X
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 2 of 7
8) Washington State Energy Code Compliance has been approved as follows:
Heat Type: Electric or other than electric, Compliance Method: Prescriptive option III, Window (Max U-Factor):0.30, Skylight (Max U-Factor):0.50, Doors
(Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38 advanced or R-49 standard, Vault Insulation R-38,
and Slab Insulation R-10.
In addition the following credit from Table 9-1 shall be completed:
X.
9) A permanent certificate, completed by the builder or registered design professional, shall be posted within three feet of the electrical distribution panel.
The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall
and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC) of fenestration. Where there
is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of
heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 503.10.2, and air
leakage results if a blower door test was conducted.
Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA)
when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations
of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. The blower
door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required
for additions less than 750 square feet. Reference WSEC 105.4 Certificate and 502.4.5 Building Air Leakage Testing.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2009 Certificate" and are available in '/4 or'/z sheets. The
Mason County Permit Center will also have some available.
X
f
10) A minimum of 50 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in WSEC
Section 1520 or 1530. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall
be high efficacy luminaries unless permanently installed outdoor luminaires are controlled by a motion sensor(s) with integral photocontrol photosensor or
installed in or around swimming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps)-
Reference WSEC 505.
X
11) 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 �
-T:
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 3 of 7
12) 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/contract acknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X
13) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers) shall obtain combustion
air from outside in accordance with the international codes.
X
14) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No foun ation drains within 30ft, down gradient of drainfield/reserve area.
X
15) 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.
X
16) 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
charge all be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
17) All construction must meet or exceed all local ordinances and 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 rev Jon.
X
18) 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
X
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 4 of 7
19) Placement ructure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
X
20) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance gulation, must be reviewed and approved by Mason County prior to construction.
X
21) 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 be made prior to requesting additional inspections.
X
22) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks filled
on site must be located a minimum of 10' from any possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), mechanical system
air intake (direct vent appliance, ventilation air intake, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Propane
tanks less than 125 gallons must also be located a minimum of 5' from any building opening (foundation vents, windows, doors etc). Setback to the public
way, or access easements shall be the greater of 25-ft or as specified in the Mason County Development Regulations. Setback to property lines shall be
the greater of 5-ft or as specified in the Mason County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective
bollards must be installed.
X --'
23) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All Propane tanks
between 125 and 500 gallons must be located a minimum of 10' from any building, possible source of ignition (electrical outlets, electrical fixtures,
compressors, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Setback to the public way, or access easements
shall be the greater of 25-ft or as specified in the Mason County Development Regulations. Setback to property lines shall be the greater of 10-ft or as
specified in the Mason County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective bollards must be
installed,.. - ,
X
24) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must
meet the i Ilation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks.
X
25) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the
time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall
not be us t he final inspection has been performed and approved by a Mason County building inspector.
X
26) The placement of small propane tanks are not normally subject to a permit review by the Planning Department; however, propane tanks are subject to
Planning Department regulations. Such regulations primarily consist of setbacks from shorelines and features considered to be critical areas (streams,
wetlands, slopes, etc.) If you think such fe exist on or nearby your property, please contact the Planning Department so that exact setback
requirements can be determined. X
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 5 of 7
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
Mason County and building regulations.
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
holder have prevented action from being taken. No more than one extension may be granted.
X
30) 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 a ached to the approved building plans.
X
31) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connecto , and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
32) Retaining walls needed to support a sur such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall.
33) 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
34) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Appr ite Plan"to ensure these structures are shown and meet the setback conditions listed.
X
35) The proposed project must be consisten all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X
36) Approved per dimensions and setbacks on submitted site plan; no closer than 35 feet from ordinary high water mark. Setbacks are measured from the
furthest ro'ection of the structure.
37) Temporary erosion control measures must be implemented to prevent water quality degradation of a it waters or wetlands. Silt fencing or straw
matting must be installed and maintained until upland vegetation has become established. X
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 6 of 7
38) • All construction and demolition debris must be removed from the shore area after project completion. Pro posal of construction debris must be on
land in such a manner that debris cannot enter or cause water quality degradation of State waters. X
39) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). Revegetation with native plantings in the buffer done in accordance with notes on approved site plan.
X
40) 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 2ft setback from all footing/foundations. WAIVER GRANTED FOR A 2 FOOT SETBACK
C. No fgiuxOtion drains within 30ft, down gradient of drainfield/reserve area.
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 of Mason County access to the above described property and structure for review and inspection.
OWNER OR AGENT: ��� DATE: -tell
BLD2011-00304 Please refer to the following pages for conditions of this permit. Page 7 of 7
JWM&A
Jerome W. Morrissette&Associates Inc., P.S.
1700 Cooper Point Road SW.#13-2. Olympia.WA 98502-1 1 10
(360)352-9456 / FAX(360)352-9990
MEMORANDUM
Date: June 20, 2012 � T 3.LOU,
Of t<'
To: Brian Ross, Owner
cc: Lam,Waters. Mason County
'Sr a
F,rs Sp
From: Trent Lougheed, P.E., Sr. Project Engineer
e Izo I �.z
Regarding: 462 E. Treasure Island Drive, Allyn, WA 98524
Mason County Permit #BLD2011-00304
Per your request. I have provided a post-construction inspection of the subject property in regards to
conformance %%ith the Geologic Assessment prepared by Edward A W iitsie, P.F. dated February 26, 2009.
Since the preparation of this report. Mr. Wiltsie has passed away. and I am fulfilling his geotechnical
responsibilities on our company's behalf.
The Geological Assessment was only developed to address the minimum setback required for the
structure on this site as it relates to any potential slope failure environment (site drainage was not
addressed in the assessment). Figure 10 on Page 9 of the Geological Assessment identities a minimum
recommended setback of 25 feet from the slope break. Based on the post-developed inspection. the
estimated distance from the slope break to the support column closest to the bluff is approximately 29
feet. which meets the setback requirement for this project.
It should be noted that the wood pile bulkhead that was replaced with the rockery bulkhead system \\i II
not modify the recommended slope setback for the site, as the point of the toe of the potential slope I'ailure
did not change.
If you wish to discuss any of the above information with me, please feel free to give me a call at (360)
352-9456. If you want to fax anythuig to me. that number is(360) 352-9990.and my e-mail address is
trent@jwmorrissette.com.
Civil / Municipal / Geotechnical Engineering and Plarming
o' CONCRETE MECHANICAL Con-0 MANUFACTURED HOME
C) Date /A By ---- Cn
Footings Setback Gas Piping �.,2 Ribbons (q
o Intenor Dal By Interior-Date By Data By W
0
C) Exterior Date By Exterior-Date B
Point Load I Isolated Footings INSULATION Date By z
BG 1 SLAB INSULATION -- -- -
Date By Data _ By _ FIRE DEPARTMENT
Foundation v9ps Floors Date By
Date/ LZL7 By Data By DECKS
FRAMING Walls Data By
Date By Data gy-29-' By PROPANE TANKS
PLUMBING vault Data °y
Date By OTHER
Groundwork Attic
Date By Type:
Date By Date By
v DRYWALL Type_
Int Brace Wall Date By W
Date -Z By Date By r
FINAL INSPECTION 0
y Water Line Fire Separation
mCD
Data By Dale By Date By
CD
g Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By Comments c
0
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Fvlrmi MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location /C& %4?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 corrected to gain compliance
—
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zf,-/
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
"natural/man made"
❑This is not a complete inspection disasters.This is NOT a
CORRECTION NOTICE.
Date �—//—�� Department �`����
Inspector
■ v* N�1"T , i•�I��4 ' ' THPh, T' * mff
Permit# MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location N
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items li ted below must be corrected to gain compliance
sej O r <<
v S c 1- --1 -3 keX
'4-,.G `
tt w Cy f c CL S
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 t0 damage incurred by recent
"natural/man made"
❑This is not a complete inspection disasters.This is NOT a
Date -Z Z - / Z- Department l CORRECTION NOTICE.
Inspector
v* w, N* 1,T , ' 1z 1* NI4 ' ' TH1 ,4a, TAo -
MASON COUNTY PERMIT NO.EDL,02-0 1 I
BUILDING PERMIT APPLICATION -D
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (3130) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner s �`Jl��`-ram Xl S Company Name ��Q/^/S ��S��✓�'�D"�
Mailing Address_ZC_6,Pr Mailin Address
City QfCAII-V1441IF State LA Zip Code g1t072- City nl State Zip Cc e 183'5Af
Phone(42c) 463'G1'E4 Other Ph. Phone 2E.0 6A - 2790 Other Ph. 53 2t5-1S?
Lien/Title Holder Contractor Reg. #li�R3/G/95��k-� Exp. 3 201 Z_
E mail address fF�K 2323�9�-•�"'; -�osso�o�f• E Mail Address r.r►. C���... kl.►�.
Drivers Lic. # / nJ DOB 8•Z3•�1 Drivers Lic.#C=fzvbr9'05054N IJOB -o
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic X Existing Septic
Connect to Water System Name of Water System
Well Water System_,X. Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No /21 e! S2oov 47 Fire District
Legal Description �i� /;��4 1 eF <tiFAS� /SG�}n�b
Site Address (Please include street name, street number and city) 4(e2 A0-f!!4
Directions to site&y' ?, = !v �. %2r�9S//yF /SvtfJb b2-/✓F
J� 2nlE/1- L�N✓J
Will timber be cut and sold in parcel preparation? Yes/ o
Is property within 200' of Saltwater_eLake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?Ye No
TYPE OF JOB - NewX Add Alt Repair Other �IM1�Y RESIDENCE (� SEASONAL
�
Use of Building f2�/G7E�� Describe Work /'�i"'L46-€ jXiS%�N �/' LE �'A�;e'-zc
No. of Bedrooms L- No. of Bathrooms 'L- Square Footage- 1st Floor 1, 2,5 7 2nd Floor -7ZY
3rd Floor Nl� Basement `� Deck 6-2-1 Covered Deck 6Vz± Other A)/47 Sq. ft.
Garage Attached Detached V/+ Carport Attached ^/ Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. Z A No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price$ Replacement Unit? Yes/No
Installer Name 10 Certification No.
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 a urate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF WNTIUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date
bvener Owners Re resentative Contractor (indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted y: Dat
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department
Environmental Health Department APIRXI
Public Works Department 426 W.
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
i MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
WSEC/Ventilation Code Compliance Application
Owner: f2oSS Parcel#:�Z�pSS2voad.7 Type of project:
Total Sq. Ft. is Floor : 2" floor: Heated Basement:
of heated area:: !) 'L1 7 72-4 1 1f 74
Heating System Type: XElectric wall heater O Electric Central Furnace O LPG Furnace
O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump
O Boiler, specify fuel type: O Other: Specify:
Glazing Compliance X Prescriptive Option see reverse side) circle one: I II III
Percentage:
Method Component Performance , Chapter 5— Calculation worksheets required
le/_ % Check one:
Yam_ Other (Specify):
Check one Whole House Ventilation system µ Whole House Ventilation µ Other,
Ventilation X using exhaust fans&window or Integrated with a Forced Air describe:
System wall fresh air vents (M1508.4) System (M1508.5)
Referencing WSEC Section 901, "Additional Residential Energy Efficiency Requirements," all
NkW residential units must develop 1 credit from Table 9-1 Identify and describe which option(s)will be used
ENERGY to comply. If the table is not attached to this form you can access the table on our website at:
htt@://www.co.mason.wa.us/forms/Community Dev/index. h .
CREDITS O�I on: De cri tion:
Table 9-1 �jq ���/
S a AFFFiGf 0-0) Fq�i�tJ
Window & Door Schedule (If needed, attach an additional sheet)
Total
Manufacturer Room/location U-Factor Size Quantity Square Feet
Windows:
Windows: Total Sq. ft.
Doors:
Doors: Total Sq. Ft
Total window and door area
WSEC /Ventilation Code Application Supplement
Window& Door Schedule
Ross Residence
462 E.Treasure Island Drive,Allyn,WA 98524
Windows
Manufacturer Mark Room/Location U-Factor Size Area Quantity Total Area
Milgard(Montecito) A Entry 2'-0"x 4'-0" 8.00 1 8.00
Milgard(Montecito) B Bath#1 T-0"x T-0" 9.00 1 9.00
Milgard(Montecito) C Stair 3'-6"x 3'-10" 13.42 2 26.84
Milgard(Montecito) D Living 1'-6"x T-0" 10.50 1 10.50
Milgard(Montecito) E Living 4'-6"x T-0" 31.50 4 126.00
Milgard(Montecito) F Living 4'-6"x 2'-6" 11.25 4 45.00
Milgard(Montecito) G Dining 3'-0"x T-0" 21.00 3 63.00
Milgard(Montecito) H Dining 2'-0"x TO" 14.00 2 28.00
Milgard(Montecito) I Living 6'-0"x 1'-0" 6.00 1 6.00
Milgard(Montecito) J Dining 3'-6"x 4'-0" 14.00 2 28.00
Milgard(Montecito) K Kitchen 5'-0"x 4'-6" 22.50 1 22.50
Milgard(Montecito) L Bedroom#1 4'-0"x 4'-10" 19.33 1 19.33
Milgard(Montecito) M Bedroom#1 4'-0"x 2'-0" 8.00 2 16.00
Milgard(Montecito) N Entry 3-0"x 1'-0" 3.00 1 3.00
Milgard(Montecito) O Bath#1 4'-0"x 1'-6" 6.00 1 6.00
Milgard(Montecito) P Bedroom#2/ 4'-0"x 4'-0" 16.00 3 48.00
Study/Hobby
Milgard(Montecito) Q Bedroom#2 5-8"x 1'-6" 8.50 1 8.50
Milgard(Montecito) R Play Loft 3'-0"x 3'-6" 10.50 2 21.00
Milgard(Montecito) S Play Loft 3'-0"x 3'-0" 9.00 1 9.00
Milgard(Montecito) S1 Storage 3'-0"x 3'-0" 9.00 1 9.00
Milgard(Montecito) T Play Loft 1'-6"x 2'-0" 3.00 1 3.00
Milgard(Montecito) U Play Loft 3'-6"x 2'-0" 7.00 2 14.00
Milgard(Montecito) V Bath#2 2'-0"x 3'-0" 6.00 1 6.00
Milgard(Montecito) W Rec. Room 4'-6"x 5'-6" 24.75 2 49.50
Milgard(Montecito) X Study/Hobby 4'-0"x T-0" 12.00 1 12.00
Milgard(Montecito) Y Study/Hobby 4'-0"x 1'-6" 6.00 1 6.00
Milgard(Montecito) Z Rec. Room 4'-6"x 3'-0" 13.50 1 13.50
Therma-Tru Door#1 Entry 3'-0"x T-0" 21 1 21.00
Milgard(Ultra Fiberglass) Door#2 Living 6-0"x T-0" 42 1 42.00
Milgard (Ultra Fiberglass) Door#3 Rec. Room 6'-0"x T-0" 42 1 42.00
Total Window SF: 721.67
Note: Glazed units will have a maximum weighted U-Value of 0.28.
Doors(Opaque)
Manufacturer Mark Room/Location U-Factor Size Area Quantity Total SF
TBD 4 Storage 0.14 3'-0"x T-0" 21 1 21.00
Total Door SF: 21.00
i
Name 4l,.*fn1'f�jl.l.-rd � Parcel# /Z1dS5'2-vv4PG7 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 surface'.
'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.
To Calculate Impervious Surfaces Please Complete This Table
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 X
X = Length of drive begins at the right of way
X =
Parking Areas X =
_ Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X = 7 3S�`j
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all 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.
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:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name r4fZ#1-r✓ 4 4.JF- iges-f Parcel#_12l d S-SZ�v 7 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:
hitp//www.co.mason.wa-us/code/commissioners/index.htin
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)X—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 n t to adversely affect any septic systems on this,or any other,parcel.
3c.P P ta-vN
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-
describe operty for review and inspection as may be required.
X mil• Own /Agen Contractor(circle one)Date: 4-m ' �(
Page 2 of 2 �/1,�,�n S�✓Z� �'�
t
r�
Stormwater Management Plan Description
Site: 462 E. Treasure Island Drive
Allyn, WA 98524
Parcel Number: 121055200067
Owners: Alan&Gwen Ross
Site Description
The project site is located on the southwest corner of Treasure Island, and is
approximately 0.18 acres in size. The site slopes down from the road towards the water to
the west, with the majority of the site having a slope of around 15%. The site is currently
occupied by a single-family residence, and there is an existing rock bulkhead and upland
rockery wall along the water frontage. The existing structure will be demolished to make
way for the new structure. Approximately two-thirds of the site will be cleared for
construction,with as many trees being retained along the north property line and the
remainder of the site as possible. Areas disturbed during construction that are not part of
the site improvements will be replanted with native vegetation. The proposed impervious
areas are:
Driveway/Parking: 469.6 sf
Roof Footprint: 1,161.4 sf
Basement Patio: 72.3 sf
Gravel Paths: 663.6 sf
Total: 2,393.9 sf
The gravel area above the rock bulkhead has been excluded from this calculation since
the wall construction allows for water infiltration and flow behind the wall. In addition,
part of the eastern portion of the site that is designated as reserve area for the septic
system(659 sf)has been excluded from the impervious areas since it will be reinforced
with the StabiliGrid interlocking soil stabilization grid system which will prevent
compaction and intermingling of the gravel topping and the base soil and allow
infiltration.
Stormwater Management Plan
Stormwater will be directed to vegetated flowpaths or infiltration drywells. The flow
from the drive/parking area will be directed to a vegetated flowpath on the south side of
the site. A portion of the roof area, and a small portion of parking area,will be directed to
a vegetated flowpath on the north side of the site. The flow from the remaining roof area
will be directed to two infiltration drywells to the west of the proposed structure.
Stormwater runoff from the basement patio and the gravel paths to the east of the upland
rockery will sheet flow to the west and infiltrate into the vegetated areas. The new septic
system will be constructed on the east end of the site, uphill from all proposed stormwater
control measures.
Ross Residence 4/18/1>
E
w
The following Best Management Practices will be utilized as shown on the Erosion
Control Plan:
■ The clearing limits will be delineated by fencing or ribbons.
■ The required rocked construction entrance will be built at the start of construction.
■ The silt fence will be installed along the western edge of the clearing limits prior
to any construction activities on-site, including demolition.
■ The vegetated flowpaths proposed on the north and south sides of the site will be
constructed as soon as possible following demolition to provide dispersion and
control of flows from the construction area.
■ Any disturbed areas not being worked will be covered with mulch. Mulch will be
straw and chipped site vegetation, or another approved material.
Ross Residence 4/i 8/i>