HomeMy WebLinkAboutBLD2021-00931 Breezeway - BLD Application - 6/15/2021 MASON COUNTY COMMUNITY SERVICES Permit No: I ITGL'4'I -6104J.3I
PERMIT ASSISTANCE CENTER: , ¢
((( BUILDING-PLANNING•PUBLIC HEALTH•FIRE MARSHAL I i� LLD'
-�L C E 1� L'
I 615 W.Alder Street,Shelton,WA 98584
Phone Sheton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone r
Belfair.(360)275-4467•Phone Elma:(360)482-5269 JW 15 2021
" BUILDING PERMIT APPLICATION ; ) W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: NAME:�—'1
MAILING ADD S: I lY\ MAIL G ADDRESS: 1 6
CITY: S ATE{IJ ZIP: CITY: STATE. ,w-ZIP:_ 2Zk-((
PHONE#1: 1 PHONE: -IAMELL:
PHONE#2: EMAIL.�cA1 XvAar �,JrsL���j.•ln aZ1•tG't1f1
EMAIL L&I REG# EXP.
P RY CONT CT: O ER❑ CONTRACTOR OTHER❑
NAME EMAI C) � " GGr,'
MAILING ADDRESS C[T STATE ZIP
PHONE ELL
PARCEL INFORMATION: �+1 `' a 0 n
PARCEL NUMBER(12 Digit Numbelf3soc, t" 7 `��Q�� ZONING
LEGAL DESCRIPTION(Abbreviated)SVf"U�f %" et%IRE DISTRICT
SITE ADDRESS 91\ E C* ho rd (,Y-, CITY g)N,.Xle^
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑ SNOW LOAD:_Psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEWK ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)'lbr _
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS_C NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(whole Bldg)❑ YES(Part[s]of Bldg)❑ NO❑
DESCRIBE WORK
SQUARE FOOTAGE: (proposed) qqq...
1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft.1 BASEMENT sq.ft.
DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. THER)iU4 sq.ft.
GARAGE 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 SEWER❑ / NEW❑ EXISTINGW
PLUMBING IN STRUCTURE? YES❑ NO❑ Ifyes,attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS 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 Masan County access to the above described property
and structure(s)for review and Inspection. This pernitlapplication 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 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� F��I
X
Signature of OWNERIMUST
a sinned by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
1lameU4kStA��t Parcel#a,:*�C�\-Csl^m` cpc BLD# 20-24-006f31
Mason County RECEIVED
k rl4epartment of Community Development
--Small-PareelStormwater Management Application/Worksheet (pagl,, �
er tree
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
X _ ...� perimeter of the farthest projections (example:
00 SIP eaves/gutters)
X =
Driveways X
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
X = Any paved, gravel or packed area per definition
above table
X =
Others X = a—ZX9 p
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 al eas) -;J, ou
-
If the Total Impervious Surface Area is LESS THAN 200 quare Feet,please read, ac w e 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 6wner/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
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:
h=//www.co.mason.wa—us/code/commissioners/i dex.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
AA14-1 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
s e sym 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
100 W PUBLIC WORKS DR
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
615 W ALDER 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/ gent/CntDractorcircle one)Date: V '
Page 2 of 2
REMODEL FOR: RECEIVED 81LESORCHARDI FL: LN
APPLICABLE CODES w SHELTON. WA. 98584
-2018 INTERNATIONAL BUILDING CODE (IBC) MnES MCKENZIE JUN 15 2021
-2018 INTERNATIONAL ENERGY CODE
-2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
81 E ORCHARD LN 615 W. Alder Street
SHELTON,WA. 98584 W w
Z
YUCHUN SANTORY -
w 6729 CONDOR LOOP NE 3
OLYMPIA, WA. 98516 d
360.870.3462 m
Of
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING W
W
MASON COUNTY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Z ERIC J. SNIEZAX P.E.
0
fl:z'
GROUND SNOW LOAD 25-55 PSF ,? 360.880.0524
WIND SPEED GUST 85 MPH BASIC. 110 ULTIMATE ERICCEJS-ENGINEERING.COM
CS- COVER SHEET
1- EXISTING PLAN
FLOOD HAZARDS 1 1998 1.1- EXISTING ELEVATION
2- DEMO PLAN
PROPOSED 3- PROPOSED
BEARING CAPACITY o 3.1- 2ND FLOOR FRAMING +�' s d-•j
BREEZEWAY 164 S.F. 3.2 FOUNDATION PLAN � T\�
4- PROPOSED ELEVATIONS 7
= 5- ROOF PLAN
v' 6- DETAILS 1 _.
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FOUNDATION NOTES
1). COVER CRAWL SPACE w/6 MIL.
B-0 2). PROVIDED FOR 16'X 24'UNDER FLOOR ACCESS OPENING(IRC 406.3)
3) ALL PIER BLOCKS TO HAVE A34 CUP FROM PIER TO POST
4) AT POST TO BEAM CONNECTION PROVIDE}'GUSSET CONNECTIDN
5). ONLY PRESSURE-TREATED WOOD IS PERMITTED WITHIN B�OF EARTH(IRC319.1)
6). PROVIDE 6-MIL BLACK POLY VAPAOR BARRIER TO CRAWL SPACE. EXTEND TO
m wawa
FOUNDATION WALL LAP ALL JOINTS 12- (WSEC502.1.6.7)
7). GRADE SLOPED 6 INCHES IN 10 FT TO PROVIDE SURFACE DRAINAGE AWAY FROM
m _ FOUNDATION.
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PROPOSED - LEFT PROPOSED - REAR PROPOSED - RIGHT
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F
NOTES
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NOTE: WINDOW TRIM
—CAULK AND OR WEATHER STRIP ALL JOINTS 5 4.4 TRIM TYP AT SIDES AND BOTTOM.
AND PENETRATORS EXTERNAL TD HEATED SPACES SI4.4 TRIM AT TOP WITH DO DEGREE CUTS AS SHOWN WWW R NN
2.3 TRIM UNDER WINDOWS
—ALL GLAZING TO COMPLY WITH CURRENT WE AN)!1
WASHINGTUI STATE ENERGY CODE WINDOW INSTALLATION PROPOSED - FRONT
INSTALL SWING PER MANUFACTURES RECOMMENDATIONS WINDOW MANUFACTURES MUST PROVIDE INSTALLATON INSTRUCTION
INSTALLATION MUST COMPLY WITH THE WINDOWS INSTALLATION INSTRUCTION
1/4" = 1' FOOT SHEEP
4
w3�
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w
.... ............
RENDERING — N.T.S.
......................................
ROOF INFO
ROOF PITCH MAIN ROOF PITCH 5/4/12
ROOFING TYPE MATCH EXISTING—COMP
CANTILEVER LOCATIONS NONE
OVERHANG MATCH EXISTIN
SOFFITS OPEN -f
ENERGY HEEL NO
VAULTS NONE
BONUS TRUSSES NONE
DORMERS PROPOSED — ROOF PLAN
NONE
ENGINEERED TRUSS CALCULATIONS /8n = 1' FOOT
Z
ARE REQUIRED TO BE ON THE JOBSITE
PRIOR TO CONSTRUCTION LL
O
O
of
ROOF FRAMING NOTES
ROOF VENTING NOTES AND CALCUATIONS:
PROVIDE ROOF VENTILATION EQUAL TO 1 SO R OF NET OPENING FOR EACH I ��Mom' �s Ar WM5 q u
WO S0.R.OF UNDER FLOOR AREA. OPENINGS SHALL BE APPROXIMATELY EVENLY t Ay6 wn>r aoAE[R[nor As—q w.EE
DISTRIBUTED ON AT LEAST TWO OPPOSITE SIDES(RBOB.I) t 9uxP Arts wMrt£P,w w�AMM"m Ar tA•M.rmuL va
VENT AREA SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET _ AHUa AAE I.aCARP '�'�rua
ONE SUCH VENTILATING OPENING SHALL BE'WITHIN 3 FEET OF EACH CORNER OF THE BUILDING X ucE•��aaxly o,ER 9X7'tA2
1 ilR amUCMAt PAAE3 AYAs 9EARM.91ALL R:wMP Iv w,pluYpn lE CWE
TOTAL ATTIC AREA:904 SO.R. � u G>lUSED q M REN n SHALL I[tAlD
DINGED BY 3DO-3.01 SO.FT.(VENTILATION REQUIRED) T au[
,n>
MULTIPLIED BY 1"-433 SQ.IN.(VENTILATION REQUIRED) HPF so'A A rn[ CCl3;UBC soa a A——1E JP'XA'A'-1 m
K Irou/.ut cw.Rav!n rAa,.31 z
R806.1 ATTIC VENTILATION 1)AIR IMPERMEABLE mVsu aAFPTa AAv tEXwc wXsrs 91ALL er s,APgRD umuur Ar Atwrs
INSULATION DIRECTLY UNDER ROOF SHEATHING,2)AIR q ecAAmy Rr sno aagwc m AacTENr uRw,.dswAozMr:Nr a IorArlay. C
IMPERMEABLE INSULATION ON UNDERSIDE OF STRUCTURAL EMQ4Qa[P oEssv1 a mVSR3 A BE q SIR: APACAG cp YMIfACRARRa'
ROOF SHEATHING AND AIR PERMEABLE UNDER AcaaEDYYJ/rs ser Also mmo`Aus AT91MflENrs rq uRR,M IrrAoxo Axo uRw,u
IMPERMEABLE INSULATION OF SHEATHING.3)AIR er"avP Aa
IMPERMEABLE INSULATION ABOVE ROOF SHEATHING AND ,o A•'S ALL rnwAK'Anr,Tu's AF nor muss
AIR PERMEABLE ON UNDERSIDE OF IMPERMEABLE I ¢orgy,prpw:y q/OINc sruu NPr EAo<m tx q nr smucnwAt wE�e
aR1 n.
INSULATION. uMzss srtaxo w Arc wtnr,eaz4 a sozY O[b M
OUTDOOR AIR INTAKE SHALL NOT BE PLACED ON AN 11 Au xAtriG Al AFR wy mel[s eazs(U A tazJ(t1
ASPHALT ROOF UNLESS NO 73 nsewur 9KIGAs Rlwt CYArtr wM MANI/Cn1aRs'MmutmNs Ano we wz A,4Y1
OTHER LOCATION IS PERMISSIBLE. Roll umKAwDrr m c r10 urors q mF ror Rom—A nrw Art AAD MMN:X:
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HAND RAIL TO BE
ATTACHED WITH
METAL BRACKETS el i
IA"O.C.I.
BLOCKING PEAR NAND W Y
RAINING SUPPORT_\
I e-
OPf.'"000
SKIRT TRIY. R
H.� K R STRINGER
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TREADS 1'THK.11
MIDSPAN OF STAIRS
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on M/SSA NAILED TO STRINGER
2'•SHEETROCK ,er�risH� 1 A,
INSTAIRS
ACCESSIBLE THRU
KI THRUST BLOCK HOUSE
SOLID ANCHOR
STAIR DETAIL r
11 SCALE:NOT TO SCALE i O R ROOF TO WALL
PER R311.7.1-R311.7.5 NOT TO SCALE
STAIRWAY ILLUMINATION R303.7.R303.8
N
METAL-FRAMED
SKYLIGHT FITS TO
CURB; FLASHING w
REQUIRED o
n 1
K
1 T M9M0
INSTALL PER MANUF r TReI
RECOMMENDATION ROVID e/��To,
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RAFTER
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SHEET
6
VERTICAL LOADS
DEAD LOADS LIVE LOADS
ROOFn IMutNJ 15 PSF 25 ISF
ROOF (UnhutNJ 15 PS
F 25 ISF
FLOOR I2 PSF 40 rSF
DEC
12 ISF DO ISF
91ORAGE 12 P5F 100 PSF t
LATERAL LOADS P
IDC SEISMIC DESIGN CRITERIA D
IRC SEISMIC DESIGN CRITERIA Of
WIND SPEED.V„i, 120 MPH EJS ENGINEERING,PLLC
EXPOSURE CATEGORY C yyy
SITE CONDITIONS
SOIL SEARING CAPACITY 1500 15F In MOUNTAIN J.S VIEW ,P.E.
LATERAL DEARING CAPACITY ISO PSF/FT rA wwp.W VIEW DRIVE
GROUND SNOW LOAD 25 ISF P.ICFWOOD.WA 8D56f
FROST DEPTH 10 INCHES ,SDOfDDO O524/(253f4OS 22OO
g� rleaefe-enRlneerin4.eem
, LOADING AND SITE CONDITION TADLE 4
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ratecos rFn uS° RRR DO DATE:
on A.11 7/2012021
®copyright 2021,
6 Eric J.5mlezak, P.E.
g 9 STRUCTRUAL°DETAILS
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EXISTING DRAIN FIELD
APPLICANT i JJ/A1,L �1 ��V
McKenzie, Myles Reed LEGEND - 91 E ORCHARD LANE DRIVEWAY
SITE ADDRESS
81 E Orchard LN EXISTING STRUCTURE
Shelton, 96584 I ® EXISTING SHOP
SITE INFO EXISTING DECK 1
TAX PARCEL NUMBER: 32021-57-01008 PROPOSED BREEZEWAY ` \
LEGAL DESCRIPTION
EXISTING LANDSCAPING
SBl7R6CRMTADD2.NDRBPLATBLK•ILOT EXISTING SEPTIC TANK ` ` - <� . -. •" �y`'`° �
R&TAX235-CS41156S4.W2 EXISTING CONCRETE APRON
EXISTING ASPHALT DRIVEWAY \ '"
.............. FENCE \ \ \ 0•-.: ,:.',;.' .. ... `\\ / '1 I--__ -__ _ - PROPERTY LINE
-_, CENTER OF ROADWAY EXISTING HOUSE
JURISDICTION -� CONTOUR LINES
SHELTON WA BLDG. OUTLINE
-' DRAINAGE
PROPERTY INFO — — — SETBACK LINES
�... \\ .
SETBACK REQUIREMENTS SILT FENCE (IF REQUIRED) / \\ \ \ \� 1 I\ I '
' �_. r'
FRONT 20FT - 20FT REAR - 5FT/SIDES '-------"-- S.A.S.B EXISTING DECK FENCE (IF REQUIRED)
to LOT CORNER
EXISTING LOT INFO OD BLDG CORNER
LAND CODE A6N5 WF FRONT FEET 100.00
—� GAS METER
WATERFRONT ACRES 0.63 = 27442 S.F. —■ WATER METER
POWER POLE OI
WOOD DECK 1262 S.F. OCD / / \\ OH WM 1\ \
CLEAN OUTS I / '
TOTAL HOUSE/BASEMENT 640 S.F. •DS DOWN SPOUTS / \ \ O A \ /
TOTAL SHOP 700 S.F. \ 0 I I�
PAVING, DRIVEWAY 450 S.F. - WATER LINE \ \ \ W \ \ I E S E R VE B E D
PARTITION FINISH AREA 256 S.F. �f�-JT—-SEWER LINE \ \ \ / I
TOTAL EXISTING S.F. 3308 S.F. HAM M E R S LY INLET \ \ \1 /
OVERHEAD POWER \\ \\ \1 IO '
TOTAL S.F. ADDITION 164 S.F. BREEZEWAY
-----�----� GAS LINE
TOTAL EXISTING IMPERVIOUS TYPE I C.B. W/CLEANOUT \ \I I I
3308 S.F. / 27442 S.F. = 12.0%
1-1 EXISTING TREES Fj\OP0SED 11
1 ' I I
TOTAL PROPOSED IMPERVIOUS 1 11
3472 S.F. /27442 S.F. = 12.7% ADDITION I` I ; WATER LINE
1
EXISTING TREES TO REMAIN RECEIVED
NO TREE ARE TO BE REMOVED FROM THE SITE
VICINITY MAPS JUN 15 2021
61 E ORCHARD LANE
�PLANNING: 615 W. Alder Street
;ALL SETBACKS ARE MEASURED
FROM THE FURTHEST �j1G(�j2( -Q7G13
It;��lECTI4(�� t7F THE BUILDING
5t;e11•
lot11X17 FOR SCALE
- - ArrRGVED
SITE PLAN
MASON COUIITY DCD PLANNING
SITE PLAIN REQUIRED TO BE ON SITE
GRAPHIC SCALE: 111=401 CHANGES SUBJECT TO APPROVAL
kSCALE:
By Date 11rr�
T 1°=4 0 20' 40'
way
0 ,
,Lac" sn e
T pler u11t�r_ .