HomeMy WebLinkAboutBLD2016-00354 Replace Bulkhead - BLD Permit / Conditions - 9/1/2016 Inspection Line(360)427-7262
0 COC MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County
615 W Alder St
Shelton, WA 98584
1854 RESIDENTIAL BUILDING PERMIT
BLD2016-00354
OWNER: ANTHONY SOFTICH RECEIVED: 4/26/2016
CONTRACTOR: SOUND BULKHEAD LICENSE: EXP: ISSUED: 9/1/2016
SITE ADDRESS: 5730 E STATE ROUTE 302 BELFAIR EXPIRES: 3/1/2017
PARCEL NUMBER: 122335000008
LEGAL DESCRIPTION: OLYMPIC SHORE TR 1 &T.L. EX TR 1-ATR B OF SP#1038 S 33/93
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
REPLACEMENT ROCK BULKHEAD
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck:
Type of Work: BH Fire Dist.: 2 No. of Stories: Occ. Load: Building:
Valuation: $ 22,500.00 Building Height: Occ. Status: Basement: Bulkhead 375
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body:
Rear: Ft. Slope: Ft. SEPA?:
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
Plan Check Fee JBN 4/26/2016 $236.11 S2201600000001
Building Permit Fee JBN 4/26/2016 $363.25 S2201600000001
Planning Review Fee JBN 4/26/2016 $205.00 S2201600000001
Building State Fee JBN 4/26/2016 $4.50 S2201600000001
Total $808.86
BLD2016-00354 Please refer to the following pages for conditions of this permit. Page 1 of 3
CASE NOTES FOR
BLD2016-00354
CONDITIONS FOR
BLD2016-00354
1) Water qual� y is not to be degraded to the detriment of the aquatic environment as a result of this project.
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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- 47-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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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
Depart ntorto any further inspections being performed or approvals granted.
4) Ownee /Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
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5) 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, ep ment prior to any further inspections being performed or approvals granted.
6) 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
pe zvocation.�
7) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
X dinVicor regulation, must be reviewed and approved by Mason County prior to construction.
BLD2016-00354 Please refer to the following pages for conditions of this permit. Page 2 of 3
8) 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
Inspec :arrll ade prior to requesting additional inspections.
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9) All property lines shall be clearly identified at the time of foundation inspection. X
10) 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 County ordinances and building regulations.
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11) 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
(olde a reven d action from being taken. No more than one extension may be granted.
OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by
signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the
work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if
construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
G/IZ20, (C,
Signature Date
OWNER - REPRESENTATIV - CONTRACTOR
Print Name (Circle dicate)
BLD2016-00354 Please refer to the following pages for conditions of this permit. Page 3 of 3
MA ON COUNTY RESIDENTIAL PLANS SU`B�wMITTAL C IST
Owner's Name: 4 Date: � r (0 Reviewed By:
Documents: 1)`
g Permit Application Completed r� Stormwater Chec
- Planning Intake Checklist Completed, BUILDING
_ ite plan includes:Allowable building area,roof overhangs,decks,etc.
✓moire Apparatus Access Road info required? Yes
Energy Code Application Form- O Electric wall heater O Electric central furnace O LPG Furnace
O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type )
O Ductless Heat Pump O Other. Specify:
Mechanical/Plumbing Application-WATER HEATER FUEL TYPE/LOCATION
_Engineering? Yes/No Snow load: Seismic:_D2_
Stock Plan—approved snow load: Seismic: D2_
Man actured mes—4 LANS
undati ype: 1 UMVvet=!Mvel
th eyed footiu oundation Bay eent
De : Covered? r over 30"? nstru tion plans required
Construction Plans:_3 COMPLETE SETS
Plans Legible i/Recognized Scale _Elevation Views _Cross Section RECEIVED
_Foundation Plan _Roof Framing Plan Floor Plan-Use of rooms noted(all floors)
_Floor Framing Plan-all floor levels including loft,crawlspace,etc. (<200 S.F. ??—stairs?) APR 16 2016
Deck Framing Plan,incl cov.porch framing
Plan Details: t v v q. waer Street
_Roof framing details,truss lay-out may be needed (Hip and girder location shown)
_Wall Framing-Does bearing-wall height exceed 10'? (Engineering may be required)
_Floor framing: Floor joists(size&spacing): ,Floor beams:
_Window headers. Typical header: Garage header.
_Foundation:footing size,reinforcement
_Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required,see details)
Landings at all exits?Less than 30"above grade?Y/N
--n ed By Furnace-Location of Furnace Fuel type:
_Fireplace/Stove Information Shown-Fuel Type? Location(s):
-—Window Sizes Marked on Plans
Braced wall panels(shear walls)marked on plans or lateral engineering?
COMMENTS:
ENGINEERING REQUIRED
Braced wall panels/brace wall lines are not marked on plans(R602.10)
Amount and location of bracing does not meet minimum required in Table R602.10.1
DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed
building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow__psf.
IRREGULAR BUILDINGS R3012.2.2.2
Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be
considered to be irregular when one or more of the following conditions occur.
1)Exterior braced wall line or BWP cantilevered or offset by more than 4'
2)Roof or floor is not laterally supported on all edges
2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line.
3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension.
5)Portions of floor level are offset vertically
6)Shear wall lines do not occur in two perpendicular directions.
7)When a story above grade is includes masonry or concrete construction(exc: fireplaces, chimneys,and veneer).
When this applies the entire story shall be designed.In accordance with accepted engineering practice.
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REFERENCE: LOCATIO:,.:5:3n P r,12te Rrung 30, PROPOSED PROTECT-
addre_z inrerseuion parcel numberl� Replacement bullhead
APPLICANT: S°fhch
LAT LONG:4'-',-358533' -122.801420° IN:Case Inlet. Puget Sound
ADJACENT PROPERTY OA NERS: NEAR AT:Belfau
I. \f}ms- COUNTY:Mason
Ancich PAGE =3 OP=3 DATE: 3." ;6 STATE- IVAA
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 279, Shelton, WA 98584
www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269
UPLAND ROCKERY and SHORELINE BULKHEAD
Prescriptive Design and Installation Standard
Blacktop or impervious soil for Fmdrtted
surface drainage. grade i.
Maximum Rockery Height 60' `
3'nsem8 41
N a �' finished grade ,
Washed granular
drainage material
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5'0' vmam
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16.min ,..r^j, ;Undistur dsoil
fill)
4'0"
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Min.12"layer of
drainage material
Specify rock sizes ranging from
3'0" — coarse(1-1/2")to
/ fine(318").
Approved filter fabric
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Development may require that any rockery
be designed by a licensed soil engineer,
f especially in soil-sensitive areas.
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Min.4"diameter perforated drain
12, tile to an approved discharge
4 Upland wall only
Permits Required
A building permit is require for all uplansrockeries over four feet in height. Rockeries less than four feet in height do not require a permit
unless: 1) Located on a site containing an Environmentally Critical Area (See Mason County Critical Area Ordinance. 2)There is a
surcharge such as a driveway, building footing, etc, 3)impoundment of Class I, II,or 111-A liquids (IBC 105.2) OR #4) Possible
failure that could cause damage to adjoining properties or structures.
Even when rockeries do not require a permit, rockery installers are advised to follow the rockery design principles outlined in this
publication. Permit applications for rockeries must include a site plan showing the location of the rockery and a cross section of the
rockery showing the proposed design details. Rockery designs must either be prepared by a Washington State licensed engineer or
comply With the Prescriptive Rockery Installation Design.
Rockeries over 6-feet in height must be designed by a Washington State licensed engineer or architect to ensure stability against
overturning, sliding, excessive foundation pressure and water uplift. Upland rockery retaining walls shall be designed for a safety factor
of 1.5 against lateral sliding and overturning IBC 1806.
Rockery and Shoreline Bulkhead
Height.Maximum Six Feet
Rockeries installed in accordance with the prescriptive installation design standards described here and reflected in the
diagram need not be designed by an engineer unless the Mason County Building Dept. determines special conditions
exist. Any rockery exceeding six feet in height or varying from the prescriptive design requires an engineered design.
Location of Rockery
Rockeries must only be placed against stable slopes, consisting of firm, undisturbed soil. The face of the slope needs to
be able to support the rockery. Drainage must be provided as shown. Rockeries must not be placed against fill. No
surcharge load, such as a building or driveway, may be placed on the rockery or within a distance equal to the vertical
height of the rockery.
Ground Surface Above Rockery
The ground surface above the rockery should be relatively level. A maximum three foot rise over eight feet from the
rockery surface is allowed for the slope above the rockery. After installation of the rockery, the ground surface above the
rockery should be finished with an impervious material, such as asphalt, starting at the top of the rockery and extending at
least far enough back to cover the drainage material plus one foot of the stable, supporting slope.
Angle of the Rockery Face
The face of the rockery shall be at least 15 degrees from the vertical. Maximum slope of the face of the rockery is one
horizontal to four vertical.
Rock Sizes
For a rockery between four and six feet in height, the prescriptive standards requires that the lower half be constructed of
four-man or larger rocks (defined below). For the upper half, progressively smaller rocks may be used in the installation.
ROCK SIZE DESCRIPTION
Rock Size Rock Weight Average Dimension
1-man 50-200 lbs. 12"-18"
2-man 200-700 lbs. 18"-28"
3-man 700-2,000 lbs. 28"-36"
4-man 2,000-4,000 lbs. 36"-48"
5-man 4,000-6,000 lbs. 48"-54"
6-man 6,000-8,000 lbs. 54"-72"
Rock Placement
The base course of rocks must be embedded into firm undisturbed earth to a minimum depth of 12 inches to provide a
secure footing for the rockery. The long dimension of the rocks must extend into the slope behind the rockery to provide
maximum stability. Subsequent courses of rocks must be placed to lock into the rocks in the lower course or tier.
Drainage
A minimum of 12 inches of washed granular drainage material shall be placed between the undisturbed soil and the
rockery. The drainage materials must be composed of gravel with particle sizes ranging from 1-1/2 inch to 3/8 inch. At
the base of the rockery, a perforated drain tile, with at least a four-inch diameter, shall be installed within the drainage
materials. The drain the must drain to a point of discharge, approved by Mason County.
Inspections
The rockery installer must schedule an inspection prior to placement of the base course so the Mason County Inspector
may verify the rockery height, soil condition, rock size, and provisions for drainage, A final inspection is also required
once all work is complete. To schedule an inspection call the Mason County 24-hour recorded inspection request line at
(360)427-7262. Inspections can also be requested online at: www.co.mason.wa.us or by fax at(360)427-7798. When
requesting an inspection please provide the following information:
1) Name on permit 2)type of inspection 3) Permit number
4)Site Address 5) Type of permit 6) Date inspection requested and
7) Name and phone number of caller.
Effective November 17,2004
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MASON COUNTY PERMIT NO.
DEPARTMENT OF COMMUNITY DEVELOPMENT /!�
BUILDING, PLANNING•FIREMARSHAL 0O 2�
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WWW.CO.MASONMAMS (360)427-9670 Shelton ext.352
-� Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352
Mi4 PO Box 279,Shelton,WA98584 (360)482-5269 Elma ext. r- I've,` .
BUILDING PERMIT APPLICATION 0" AP01 2 6 2016
9,96
OWNER INFORMATION: CONTRACTOR INFORMATIONS t) u StIvit
NAME: Anthony Softich NAME: Sound Bulkhead, Inc
MAILING ADDRESS:5730 E State Route 302 MAILING ADDRESS: 2244 Marine View Dr
CITY: Belfair STATE:WA ZIP:98528 CITY:Tacoma STATE: WA ZIP: 98422
PHONE: (360) 552-2139 CELL: PHONE: 253-572-3009 CELL:
EMAIL :cdkachmanCaD-aol.com
EMAIL:tonysoftichggmail.com L&I REG# EXP. / /
PARCEL.INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 12233-50-00008 FIRE DIS TRICT 2-
LEGAL DESCRIPTION(ABBREVIATED) ;Olvmnic Shore TR 1&T.L EX TRI-A TR B of SP#1038
SITE ADDRESS 5730 E State Route 302 CITY Belfair
DIRECTIONS TO SITE ADDRESS Take SR 3. Tum right on SR 302. E. Destination is on the right.
IS PROPERTY WITHIN 200 FT:
SALTWATER[]C LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM ❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO[�C
TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER [%
USE OF STRUCTURE (RESmENCE, GARAGE ETC.)_
IS USE: PRIMARY ❑ SEASONAL ❑
',v NUMBER OF BEDROOMS NUMBER OF BATHROOMS
DESCRIBE WORK Replacement bulkhead
SQUAREF
1 ST FLOOR sq. ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft.
DECK sq. ft. COVERED DECK sq. ft. STORAGE sq. ft. OTHER
GARAGE sq. ft. ATTACHED❑ DETACHED ❑ CARPORT sq. ft. ATTACHED ❑ DETACHED ❑
MANUF ED HOMEII� RMATION: *4 COPIES
OF THE,FLOOR PLAN
\MAKEp`/ MODE BAR �—LEAtC�TH
WID 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
INSPECTION AgTI Off HIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDAT THE APPLICATION.
Sign to Ap ca
X o- (�# `/REPRESENTATIVE/CONTRACTOR
Print N me (CIRCLE TO INDICATE)
DEPARTMENTALREVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDTTIONS
BUILDINGDEPARTMENT I*6 Oqltp
PLANNINGDEPARTMENT
FIRE MARSHAL
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FEE'S TOTAL VALUATION:
BUILDING PERMIT FEE FIRE ACCESS AND GRADE
PLANREVIEW GEO-TECH REVIEW
PLUMBING&BASE FEE STORMWATERREVMW
MECHANICAL&BASE FEE TOTAL FEES
WOOD/GAS/PELLETSTOVE VIOLATION INVESTIGATION FEE
PLANNING REVIEW FEE VIOLATION FEE