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Home My WebLink AboutBLD2017-00916 Carport, Cover Deck - BLD Permit / Conditions - 9/14/2017 MASON COUNTY COMMUNITY SERVICES Permit No:16 i d 261-1 • 001 te PERMIT ASSISTANCE CEN7ER. Recn'd: f .BUILDING•PLANNING.FIRE MARSHAL RECEIVED 615 W.Alder St-Shelton,WA 98584 - Phone:360-427-9670 ext 352 Fax:360-427-7798 http://www.co.mason.wa.us/communiiy dev/ SEP 14 2017 BUILDING BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Jeff Wood NAME: MAILING ADDRESS: 382 E.Pointes Drive E. MAILING ADDRESS: CITY:Shelton STATE: WA ZIP:98584 CITY: STATE: ZIP: PHONE#1: (360)229-9577 PHONE: CELL: PHONE#2: EMAIL: EMAIL: wood1951@gmail.com L&I REG# EXP. CONTACT PERSON: OWNER N CONTRACTOR❑ OTHER/BELOW❑ NAME: MAILING ADDRESS: CITY: STATE: ZIP: PHONE: CELL: EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 12119-50-00151 ZONING RR2.5 LEGAL DESCRIPTION(ABBREVIATED) HARSTENE POINTE LOT:151 FIRE DISTRICT SITE ADDRESS 382 E.Pointes Drive E. CITY Shelton,WA 98584 DIRECTIONS TO SITE ADDRESS Hwy 3 North,R @ E.Pickering Rd.,L®Hanstene Bridge,L @ E North Island Dr.to E Pointes Dr.W to E Pointe$Dr.E. IS PROPERTY WITHIN 200 FT: (Cheek all that apply): SALTWATER N LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ IS THE PROJECT WITHIN 300 FT OF SLOPES)GREATER THAN 14% YES❑ NOR TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION El REPAIR❑ OTHER [A Addition-Attached Carport &New Roof Over Exist.Deck USE OF STRUCTURE(Residence,Garage,Cornrn=ial Bldg,Etc) SFR IS USE: PRIMARY❑ SEASONAL N NUMBER OF BEDROOMS N/A NUMBER OF BATHROOMS—MA— HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[s]of Bldg)❑ No®Addition,SFR is heated but N/A. DESCRIBE WORK,New Carport&New Roof over Existing Deck SQUARE FOOTAGE: 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK 114 sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED❑ DETACHED❑ CARPORT 438 sq.ft. ATTACHED N DETACHED❑ MANUFACTURE H6ME INFORMATION: -4 COP16 OF THE FLOOR PLAN RW6RED MAKE MODEL YEAR GTH WwTlrBEDROOMS BATHS SERIAL NU 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 or owner's legal representative.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 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 CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) x gent 9/14/17 Signature of OWN R Date DEPARTMENTAL REVIEW APPROVED T DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT L (� PLANNING DEPARTMENT FIRE MARSHAL PERMIT SPECIALISTS Intake By: Approved&Ready for Pick-Up: Name Jeff Wood Parcel# 12119-50-00151 BLD# Q611-6N1 tf BUILDING Mason County RECEIVED Department of Community Development SEP 14 2017 Small Parcel Stormwater Management Application/WorkslWfk�IE&Q o ff) 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 surface2. '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. 2Common 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 = 114 X = 438 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 = X = Any paved, gravel or packed area per definition above table X = —Patios,/Walks X = 1268 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) 1820 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 gen ontractor(circle one)Date: 9/14i» 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 RECEIVED PLANNIN: st2ot7 ALL SETBACKS ARE MEASURED APPROVED _ all so FROM THE FURTHEST 615 W. wder Street MASON COIF ' JECTION OF THE ,,,,,u„,��, i ti i Y .D'CO PLANNING rele�lf.�.f.,.�rl>b SITE PLAN RE0,-I z'_D TO BE ON SITE CHANGES SU! -L-, T T0. APPROVAL ate E By D4 all XIS I ,� �_ PLANNING ' Existing Deck TO Ill Mail . • wgate�wlwl• oaui e+l wins+ \ 5K Iv avow lilt 1 ! �� - �+►�w�La�w1aL I e� dear o sun Tyr- WIN \ ' . oTOW- W%, 1 \ 4 ro ru1aH foam.n,u.w l l�ItlR aak7a ` wT+at oeaT.IeAILHb OefliahN!one • 1� W LLY71 _ 7N A��all _ M1 aLA7./!•OaW� all iM OR - L 11slAD l..al•Os1s /�L� —Hl W , . - leases. OflltDl�fILY lla J. 1 'a Tell MEOW r J t xistin Residence 15W.Ill*% .• �'•I TIRO iL. um New Carport General Not- THESE orlYt THESE DRAWINGS ARE GENERAL AND ALL NOTES MAY NOT APPLY TO THIS PROJECT.SEE - / DRAWINGS FOR SPECIFIC REOUIREMENTS. I� ••t UlIS Z.*.As l.tA17O 17A1O1„• I I 1. These note,are I In raturs and do not sot out all code requirements.Its ee resomalblll of Be penes req y TtOC„~�INLW 1:•, �m contractor to b,lamillar with Ih,tequlrerntnb A the coda,. caw-Will A��1� 1 j ,�• '2 1_ 2.M mn,hucllon to conform b h,20151ntem.Nanel R,eklentlsi Cade(IRC),lost code,,stela cods,,rid f• :' 1 f _-. the 2016 Washington Slate Energy Code. No bating,shall tea pieced on All unbee apedAcally elbw,d by h,,rchilecl ar eautlurd engineer. 3. �� - -- --- ---- - -- - I / 4.All footings to be minimum 12-below Mlsh grsda,per IRC R403.1.4. •'`.x-� l *• t 5�IV� 5.AA concrete.hell teal 3,000 psi In 28 day,.ProMd.air.bkment u requl,W by coda.(Design based m { '�• 2,500 Pat.) . 8. Provide 5/8'dlameler anchor bolts with 3-x3'x1/4'bearkg Plate washen.l 4'-0'on center.No leas than ••1•r•' '• / 2 per each section of mud sill and within 12'of each mud all end.Ureass shown otltxwlx on Stnx.Wrel drawings. \ • ,• '•(•kie7'II/IR '�' / . ' Existing Garage 1 ' 7. Unl4. .-..a noted,the.,bs.g 4..lI 4.,ch lumber shall be used: '\' -4 x beam,,hall be No.2 or beAar Daglas ArLN1 .. .• '• 1l1b.� -8 a beams shall b,No.1 grade Ohara 2 f,V4 grade -rio_cd,eme shoo d I&A-an hall be f,V4 pnde(Mf,Ve grade S,anNeveree) ` •'•^ -Fbor and roof Jolel end rates eon be No.2 grade hsm-Ar or No 2 D Douglas 1 unless oBlenM.,noted -Studs In all be walla and stud,connected to haldowns shah be No.2 Dougise ANer h t•)•• ---tom.------ -Studs shall be slue grade or No,2 hem-Are Owpiaa AMudt ar SPF •:'`'• Y•I' 1V W 4''�• - ------ ---- - 5. Unle,solhoms shown,he.d.re over sAm,r openings and over openbp.In Interior bearing won,sha :L ' be 4x10 No.2 ar better Douglas Ar4srdt. ` v'• NNW.LC swots ixr a 0. De,lgn Parameter LNe Loads: EmInqu.k.tare • D2 { i Snow - 25 PSF Expwure C.tegwy= If Floore = 40 PSF Wlnd Spew 110 MPH(ASCE 7-10) Dec. = 60 PSF Soiling Searing Capacity m Arm. Dead Load.: undblurbecl soil 1,5W PSF Roof, = 15 PSF Concrete Design • 3,000 PSI ~ ' Ft... 12 PSF Per0e.= 10 PSF 'Notify Architect If actual ell,con iltione \ -,, _ •' Decl, = 12 PSF very from the conditions listed hen. ., 1l�Yti L ' 10.Dml,poste,beams,Jolals...tenor eblr framing and all calling member,hail be of approved naturally ducable •' Oa�OO' TIof13edLS�rnMr•,' ,geese or pressure preferv.tly,treated wood.Conlnclor to vedy het tin-local or AN,h m hampers and/or - conneclon ere compatible with treated wood ter dooik,healed all Plales,,Ic - , ` ` ' �.; ;r?• PARCEL NO 11.AI plywood and adenied stand board(OSS)and appllcadon b be In ocmdanos with Amedc-Plywood �' •` •, . I7IIE-50-0®I51 Association,bndards and We mmnl lnlematlmal Residential Cade. ' r z betas amla.full depth aoWn Lu l Intl Irate al owed } LEGAL DE5CRIPTICN p g a g Po )oleo,and callers unless manuhctunr,pedllas ��•ril PFAM / '1 •• ''•J NARSTENE PONTE LOT, �•:.. 13.Provide sheet metal Aashing as required for a water dghl Job including at all window end eevicr door heads. - Canforn to details In the SMACNA Sheol Metal Manuel. �« - 51TE ADDIll 14.All metal connectors shown m the drawings wings shell be Simpa Strang-tla Cannecbxe,unless otherwiseM E POINTES DRIVE E _ mated.Use only approved mmsatore for treated material,. ' C•I r,�r 51-IELTCK WASNINGTON 15.NI ale idcel work shalt conform to the Negonsl Electr♦W Code,State W Washhptcn Eiectriral Code eM (a \fo cal mess. V small 1S.Caulk.weatherstrip or gasket around all windows, maM @xtedor doors,utilityutilitypenetrations,etc.to Amit air �� a_.._ Manuel. per Washington State Energy Catle aril IRC.Pe Aaahkg at top per SMACNA Sheol Metal nael.wr3'f„fr�1'1r. Site/Floor Plan l - eut�Is 17.The architect Is not responsible Wells conditions.This Include,mil beadng—ollios,abpes,aunt.,or subsurface water condidone or any other wbaurfaca conditions,NoSfy architect of any delltlendea Ae10,MIMI WPM encountered. 18.Pm de the fallowing In order to conform to th,Energy Cmdll requk eh ements a!the Watrgton State Energy Code. N/A-To meal requlremenb for unteeled,trucWre, _