HomeMy WebLinkAboutBLD2023-00462 Garage, Driveway - BLD Application - 4/27/2023 MASON COUNTY.COMMUNITY SERVICES Permit No:
PERMIT ASSISTANCE CENTER:
.BUILDING.PLANNING.PUBLIC HEALTH.FIRE MARSHAL �...
615 W.Alder Street,Shelton,WA 98584 �-��- ` ►
Phone Shelton:(360)427-9670 ext.352•Fax:.(360)427-7798 PhoneA r� 7 `
Belfair.(360)275-4467•Phone Elms:(360)482-5269 Ht 2 ! Lu��
BUILDING PERMIT APPL WONer Str
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: Michael & Karrie Parker NAME:Andrew Spear
MAILING ADDRESS:2870 E. Phillips Lake Rd. MAILING ADDRESS:2000 W. Shelton Valley Rd.
CITY:Shelton STATE:WA ZIP:98584 CITY:Shelton STATE:WA ZIP:98584
PHONE#1: 1-206-595-0361 PHONE:360427-4440 CELL:
PHONE#2: EMAIL :
EMAIL:michaeldparker2l @gmail.com L&I REG#601928830 EXP.
PRIMARY CONTACT: OWNER 0 CONTRACTOR ❑ OTHER❑
NAME EMAIL
MAILING ADDRESS CITY STATE ZIP
PHONE CELL
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) 220055-20-0060 ZONING rr5
LEGAL DESCRIPTION(Abbreviated) Phillips Lake Div. 3 TR 60, S 48/141 FIRE DISTRICT
SITE ADDRESS 2860 Phillips Lake Loop. Rd. Shelton CITY Shelton
DIRECTIONS TO SITE ADDRESS North on WA-3 N, Right on E. Pickerinq rd.
Right on E Philips Lake Loop Rd. Site is on the left
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESd NO Q SNOW LOAD:25 psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER❑ LAKE E] RIVER/CREEK ❑ POND ❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM❑
TYPE OF WORK: NEW E] ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)Garage
IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Partfsj of Bldg) ❑ NO❑
DESCRIBE WORK Construct new garage and driveway On lot With existing improvements
SQUARE FOOTAGE: (proposed)
1ST 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 sq.ft.
GARAGE 532 sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC E] SEWER❑ / NEW 0 EXISTING❑
PLUMBING IN STRUCTURE? YES ❑ NO 0 If yes, attach completed Water Adequacy Form
PERIMETERNOUNDATION DRAINS PROPOSED? YES NO[] EXISTING SQ.FT.
EXISTING BEDROOMS Ne PROPOSED BEDROOMS roe TOTAL BEDROOMS
OWNER 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 and 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 legal
representative,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 authorised construction is not commenced within 180
days or if construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
Signature of OWNER (Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Michael Parker Parcel# 220055-20-0060 BLD# ►Qj(i�a�o�3— oo yb
Mason County BUILDING
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 regVA ter
Management in this jurisdiction. A complete copy of the ordinance can be found on u *%W
hgp//www.co.mason.wa—us/code/commissioners/index.htm APR 2 7 211Z'
Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". W p�
Regulated activities shall be conducted only after Mason County Public Works apprc��s5a stbfinwaterr 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 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 asmay be required.
X ��_� �///� Owner/A n ontractor(circle one)Date: 2�
Page 2 of 2 ' `
Name Michael Parker parcel# 220055-20-0060 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 2.
'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.
ZCommon 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 stornwater. 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 =
new garage X = 8t2 SF Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X
NEW DRIVE(JUST GARAGE) X = 626 SF Length of drive begins at the right of way
NEW DRIVE-DOWN TO HOUSE X = 2446 SF
Parking Areas X
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X
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) 38844
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 A� /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.
Pagel of 2
BUKM Bedroom SHWK Shower P.O.BOX 102
)olt$with 3'0"014"bearing plate washers at 4'-0"on center.No less than BETW Between Sim Similar 3.4 HIGH EFFICIENCY HVAC EQUIPMENT:
1.5
and within 12"of each mud sill end.Unless shown otherwise on Structural BLDG Building STD Standard DUCTLESS MINI-SPLIT H PUMP SYSTEM,ZONAL CONTROL:IN HOMES RPRIMARY ^ ^ _ ^ O / SNELTON,WA 134
BLKG Blocking STOR Storage SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING,A DUCTLESS MINI$pL1T HEAT PUMP i/i/{/•J� //w/"�/ / � ►W^ - PH:(360)426-051511
(lowing grades of framing lumber shall be used: SM Beam STRUCT Structural SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE
BRG Bearing LARGEST ZONE OF THE HOUSING UNIT
r better Douglas fir-larch rade Douglas fir-larch BSMT Basement T&G Tongue 8 Groove
mbination 24f,V4 grade(24f,V8 grade if cantilevered) TEMP Temporary,Tempered
ers shall be No.2 grade hem-fir or Douglas fir-larch unless otherwise noted CAB Cabinet TV Television
CIF Cubic Feet TYP Typical
uds connected to holtlowns shall be No.2 Douglas fir-larch C PROJECT NUMBER
,r No.2 hem-fir,Douglas fir-larch,or SPF CLG Ceiling
CLR Clear UNFIN Unfinished 2020035
lers over exterior openings and over openings in interior bearing walls shall CM Carbon Monoxide Detector UON Unless Otherwise Noted RECEIVED PROJECT TITLE
3s fir-larch. CO Clearrout UNO Unless Noted Otherwise
COL Column V Volt
I the drawings shall be Simpson Strong-tie Connectors,unless otherwise COMP Composition VAC Vacuum 2�23
nectors for treated materials. CONIC Concrete VERT Vertical
CONN Connection APR L
°arfhquake Zone = D2 CONT Continuous.Continue W/O Without / ���W.
Aldef Street
Category= B CSMT Casement WH Water Heater
Nind Speed = 110 MPH(ASCE 7-10) CU FT Cubic Feet WIN Window EXISTING MWMR!TY LINES TIT.
Soiling Bearing Capacity on firm, CU YD Cubic Yard WP Waterproof,Weatherproof
indislurbed soil = 1,500 PSF
:oncrete Design = 2,500 PSI DBL Double YD Yard EXISTING PAVED DRIVEWAY
DEMO Demolition
Notify Architect if actual site conditions DEPT Department -
iary from the conditions listed here. DIET Detail EXISTING diARAGE TO BE REMOVED / - 20'SIDE SETBACK LINES UTH PARCELS 00MBINED TYP.
DH Double Hung
anor stair framing and all railing members shall be of approved naturally durable DIAG Diagonal u
ve treated wood.Contractor to verify that the material or finish on hangers andlor DIA Diameter NEW 4 BEDROOM PRIMARr EXISTING WELL
7 treated wood for decks,treated sill plates,etc. DIM Dimension AND RESERVE DRAIPFIFI D • w/
DL Dead Load AREAS PER SEPTIC DESKS(
I board(OSB)and application to be in accordance with American Plywood ON Down
current International Residential Code. DS Downspout EXISTING DRIVEWAY TO BE REMOVED W
i at all bearing points at joists and rafters unless manufacturer specifies DWG Drawing EXISTRG TREES To REMAIN
EA Each
nd tubs and showers. ELEC Electrical O
Q / �,,• \'---^ ssr?z. ,� w F
idea 30"x18"crawlspace access Elevation
in location indicated or as required by code. ENG Engineer Q / - _0. U.
t9
f applicable)in location indicated or as required by code. EO Equal 'Q / / / / - zor90 Z
high.Handrail height shall be 34"-38".Handrail required on at least one side EQUIP Equipment EW Each Way T /� / i '� W W IX IX y
risers.Guardrails required on all landings and decks more that 30"above floor EXIST Existing \=° 35 DFW MIN.5E7EACK O Q
I on guardrails to be maximum 4"clear. FDN Foundation \ \
FF Finished Floor
mum 7-314".Treads shall be minimum 10".Stairway width shall be minimum 4f/
FIN Finish,Finished l9'EXISTING WELL RADIUS
stairs and landings.Minimum required head height at stairways is W-8". / f ��\ ATM \ y
FIXT Fixture EXISTING TREES 70 REMAIN-TYP. Q
eplaces,and their installation,shall conform to the current Intemational FLR Floor V oo� / f /- DNVMIAY \ W Z
:mit bracing for chimneys per code.Owner shall provide contractor with FLUOR Fluorescent 2g'Fl2CNT TARD 9ETBAOC �` / / / - rXISTIW3 PROPERTY LIFE
fications and setbacks FND FoundationIFT Foot Feet NG EXISTI TREES ' /\ f / / \\ \ _ TO BE ELIMINATED W O
4, / �' ®� BY PARCEL COMBINATION �' Q Z
s required for a water light job including at all window and exterior door heads. FTG Footing, TO BE REMOVED TYP. Fo \ / \ Z
i,'
CNA Sheet Metal Manual. y° / O
FURN Furnace / Q ti � � / � � ` \ � / LL U)
exterior and provide sheet metal pan as required by code. yqM�. ;�> Q Q
GALV Galvanized / D / �� G
with'Query backup in each sleeping room,each corridor giving access to GL Glass / e=a,�3,?, � / `�,`. ' - \ v, Z J
3ch level not containing sleeping rooms.Interconnect all smoke detectors. GL BLK Glass Block ro J �� ' / a LL
GYP BD Gypsum Board - W W Y
outside of each separate sleeping area in the immediate vicinity of the bedrooms < '
GWB Gypsum Wallboard
n toa National Electrical Code,State of Washington Electrical Code and HB Hose Bibb / ` v y / �•� J`� + y
1 HDR Header EXISTING WELL B u 3 * / OMU 3192ID0 J
HGR Hanger / TO RETIAIN - / "\\ / Aff-ROX COMMON J
k(heing)shall conform to national,state and local codes. HORIZ Horizontal / NEW y ` ` \ '_/' LINE SETBACK W —
,g a fuel-fired appliance or having an adjacent bathroom with a fuel fired appliance. DRTVIEW / f -r _f:7
oof and have an approved vacuum breaker. IN Inch 1-.,\ �' e / \ AF'F'ROX EXISTING FIRE RING Z a
INSUL Insulation GA AGE T� / AND CLEARED BEACH AREA
,or barfler on the top of the ground in the crawlspace.Provide a code approved INT Interior 249w,PF Al ! / / �r ��MAPPED BABE FLOOD ZONE A.
I for`drawings. I _ DOSS T �� / \ I0'LINE r097RAR
REO
J-sox Junction Box 532 BF / w /_ EXISTNVG / / Etaround all windows,exterior doors,utility penetrations,etc.to limit air to Energy Code and IRS Provide flashing al top per SMACNA Sheet Metal JST Joist , 1, / RESID NC LAM Laminate,Laminated / /IttiC al soffit Vents to assure proper ventilation. LAV Lavatory S / / STAN(TON
1 of a door,or closer than 18"to the floor,glazing adjacent to stairway Landings LIN Linen3r
LL Live Load
zontally of walking surfaces and within 60'from the bottom tread on stairs; � \ / • \ � /
r less from the water's edge shall be safety glazing. MAX Maximum \ / \ • �^\ \ /� REVISIONS
press window or door conforming to The current International Residential MIN Minumin / NEWP�cING Yr w 'F•li� \ / �/) ( 17BiA�18HED DOc1c.FLOAT
zings more than 72"above the adjacent grade or surface and are within 24" MISC Miscellaneous "�`
ided with fall prevention devices or opening limiting devices conforming to the
NATL Natural \\
as shown on the window schedule;see OBSC Obscure
formation prior to ordering windows. OC On Center 6J2
\ °p'\ 3' ` ', j -/
f their installaton,stall conform fo the Mechanical Code and the Washington OPG Opening OHD Overhead Door P 16\ i •z' / / SHEET CONTENTS
gh efficiency heat pump if called for in the drawings or on the window OPp Opposite Soo \ PHILLIPS LAKE SITE PLAN
GENERAL NOTES
3er code. P.LAM P Laminate
PERP Perpendicular
endicular \ / / \` ✓
ide manufacturer,model number and sizes of heaters,furnaces and heat PL Plate \ \
.y rating(HSPF)to the Building Department. PLYWD Plywood
Ay bathroom,utility and kitchen fan sizes,manufacturer and model number PREFAB Prefabricated
Pi Power \
Tall be controlled by a timer switch or dehumidifier control with a manual Symbols
se shown on drawings. �F \ / DATE
® VENTED WINDOWS NEW TRAIL UNDER SEPARATE PERMIT 4-21-23
n to the Energy Code for diameter,length of run and number of elbows. \ ;
WINDOW SIZE IN FEET AND INCHES DRAWN BY
30 50 wide tested outdoor air inlets Of minimum of 4 square inch in each Iry (T-O"WIDE x 5'-0'HIGH) � DUPLEX 11 OV OUTLETing area, rr EXIBTE F ATURES TO
RESIDENCE,REMOVED
GAR PORE, N.S.
S.H. SINGLE HUNGNERTICAL SLIDING WINDOW � ,' f- �917E FEATURES ro BE REnoVED TYP.
Id eating area.Inlets may be integrated with window frames or through-wall $ 220V OUTLET CEILING MOUNTED "d�' CHECKED BY
H.S. HORIZONTAL SLIDING WINDOW # QUAD.OUTLET FAN AND LIGHT REPLACEMENT CABANA
D.H. DOUBLE HUNG WINDOW IN EXIST.FOOTPRINT L.A.W.
. .
for site conditions.This includes soil bearing capacities,slopes,surface or 3,X HALF SWITCHED OUTLET -+ WALL SWITCH (UNDER sEPARATE PERMIT) SHEET NUMBER
'any other subsurface conditions.Notify architect of any deficiencies CSMNT. CASEMENT WINDOW ® SPECIAL HARDWIRED CONNECTION -4 3-WAY WALL SWITCH
Fr-194.10
AWN. AWNING WINDOW C17- FLOOR OUTLET -4 4-WAY WALL SWITCH
PARCEL NO.: 220055-20-0060
em and whole house air leakage test as required by the Washington State B.V. BOTTOM VENT-FIXED TOP PANE WIHORIZONTAL
SLIDER AT BOTTOM >'�"` WATERPROOF ELEC.OUTLET -Q TELEPHONE OUTLET /S � .O
CEILING MOUNTED LIGHT FIXTURE ® TELEVISION/CABLE OUTLET LEGAL DESCRIPTION: PHILLIPS LAKE D H IV.3 TR 60,S 46/141 SITE PLAN
o conform to the Energy Credit requirements of the Washington State Energy FXD. FIXEDIPICTURE WINDOW
DOOR SIZE IN FEET AND INCHES WALL MOUNTED LIGHT FIXTURE o1� CENTRAL VACUUM OUTLET
ECESSED CAN LIGHT FIXTURE �T THERMOSTAT SITE ADDRESS: 2860 PI41LIPS LAKE LOOP RD.
(Z-6-WIDE) ® SHELTON,WA W584 SCALE: I" = 20'-0" OF 3
® FILING MOUNTED FAN ® SMOKE DETECTOR
26 ® REPRW UCTgN OR RELSE OF THESE®
THROUGH WALL FAN CARBON MONOXIDE DETECTOR NORTH DRAWINGS WITHOUT WRITTEN
KRIf 1SSION OF THE ARCHITECT 5 PROMIRM