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HomeMy WebLinkAboutBLD2024-00136 SFR ADV2024-00013 - BLD Application - 3/5/2024 PLN SETBACKS Front(West):25' EH APPROVED Sides:20' Rhonda Thompson 03/05/2024 Rear:20' Scale: 1 " = 50' all setbacks measured from the farthest � p O projection of the building 10 r 444.51' _� subject to EH setbacks fjQ -- :. — .• sa,- -- --- a - - a I f,l j r— - Ertckson Lake .- - r I J U. - -- - - 185.04 Sp 422.42' _ 601 - - 444.51'- - - - - - - -- - -- - - - - — - - -K-� � .. --- — - - -. - - - -... --- — - — �. ' —----72-6-- 40 11 � wO� 0 O O O T_ 01 I ,Rftlnua4i4n i �` 3� I ,'' zn EH Setbacks Z s, i ,11JL;�._—_ -__. _ __ A.) Drainfield/Reserve requires 10'setback from footing/foundations _� 4 • ice, /k ` — .)Septic tank(s)requires 5'setback from all footing/foundations Y C.)lToToundartion/Pefimeter Drains-within 30ft,downgradient of Drainfield/Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within r. 0 50ft,down gradient of Drainfield/Reserve area a _ ����� y. Z + 1 Mom 4J rv- ——14 bQ' New House 422.42' DrainNeld Set Sack Lines Power Line $ Reserve Property Line Water line Site Plan Scale: 1" = 20' 4 PLN Approved Site Address: 330 HE Lake Ridge Or Parcel #22304-96-90080 'FORTH - 02/09/2024 Mason County Community Development Gavin Scouten All Changes Subject to Approval Dame Laura EIS Parcel# 2230-76-90080 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. 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 = House Footprint 54 X 40 = 2,160 Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = 121 X 24 = 2,904 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 = 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) 5,064 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- desc d property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: 2 2, If the otal 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 Name EIS Parcel# 22304-76-90080 BLD# 42� _ Qo�, Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Storm water 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: http//www.co.mason.wa—us/code/commissioners/index.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 Ar�KThe 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- descri a property for review and inspection as may be required. X Owner/Agent/Contractor(circle one) Date:0�/28/2024 Page 2 0 2 SMALL PARCEL STORMWATER SITE PLAN WRITTEN DESCRIPTION Laura Els Mason County Tax Parcel No. 22304-76-90080 This site is located Northwest of Belfair on a 1.69-acre lot. This lot is undeveloped land with a private lake located on the Eastern border of the property. The site clearing has a small slope of 11% in the middle sloping towards the East side one third of the property. Approximately two thirds of the property, primarily in the Western side, is cleared for building. Trees and other native vegetation will be left intact along the remaining one third Eastern side of the property bordering the lake due to a >40% slope. The proposed house will be built on the remaining two thirds cleared area leveled top of the 11% slope with vegetation to transverse down the slope into the native vegetation areas. The total proposed impervious surface is 5,064 square feet, this includes the driveway (2,904 sq.ft.), and house (2,160 sq.ft.). Stormwater flows will be managed and dispersed through planted and native vegetation. To avoid saturating soils near the foundation of the house, down spouts with extensions for roof runoff will be installed during construction. Finished grading will demonstrate a slope away from the foundation itself towards vegetated flow paths. An onsite septic system is proposed. Any downspout extensions will be located downhill and to the left and right of the septic tank and drain field areas. The driveway is mostly flat with a small slope towards the road on the Western side of the site. There is a 30ft culvert installed under the driveway at the road with a ditch for stormwater runoff. Stormwater runoff from the driveway will follow vegetation flow paths towards the road drainage ditch. During the build, in order to prevent erosion and trap sediments on the project site, the following practices will be utilized as shown on the Erosion and Sediment Control plan: • Maximum limitations of clearing area will be clearly flagged and marked with stakes and ribbon. • The driveway will be completed and graveled immediately, supporting the existing 30ft culvert and drainage ditching. • Installation of a rocked construction entrance will be installed during driveway completion. • Silt fencing will be placed at the lower edge of the cleared areas at the top of the 11% slope during construction of the home. • All other exposed cleared areas not being worked will be mulched with dry straw. 11O, 221 61 24 I I 3 i > le 00 x x x >. x X sc l< k k x k�►c ��c� d LX e- I 1II � d x xx ckeaveo4 ,a - l i +: tow-vmLT V C� , ,� It� e y 1012,►l G niTa"re- RPpLtcA►� VIP"8" Lij10 6.r t'TUu S 4 p� W ov n spo FltAj , u'/Ache ng can S►� ! /� ss C �so�J Ll !� I�•I!FBI _ _" � t COVER PaG E V Site Address: 330 NE Lake Ridge Or "' Parcel # 22304-16-90080 0,� 2016 ENER6Y GOD!CREDITS SQUARE 1`00TA6E PreaMptive Whole Nouao Ventllstion �0 9 ' New Construction-Under 5,000 Sq.Ft.-Total 6 Credits Main Floor 1,760 Sq,Ft. Type of system: t: a� Total Living Area 1,760 Sq.Ft Gontinuow(Fens Run Gontlnuously) W ?.7 Credits:R406.2 Fuel Normellzallan-system Type Z X Intermittent(Fan Runs Perlodlcally).90 GFH '0.5 Gredlts:1. Prescrlptlw Compliance Windows U 2D,Floor Insulation R-98 Gowrsd Porch 980 sq.Ft. Whole House Fen,Max.0.95 Watts/GFM +a z Ol C' dlb:] Air Leakage Reduced to*0 air changes Garage 0 sq.Ft. Integrated u4th Forced Air Furnace E ID Credit.: 3.6 Ductless Mlnl split Hssf Pump, w/Min,HSPF of 10.0 a '2.0 Credits: 5.5 Electric Hest Pump Wster Heater,Tier 111 ,,( lfl Wind—U-Rector 0.25 Skylights:U-Factor .50 PLANS 6 CONSTRUCTION GOVES Gelling Insulation:R-value-R-49,Vaulted Calling R-36 - I Well Insulation:R-slue R-21 Floor Insulation:nwalus s R-16 2016 IRG-INTERNATIONAL RESIDENTIAL CODE --- ----------- __ 2015 ISO-INTERNATIONAL BUIDINO CODE VENTILATION CALCULATIONS 2015 UPC-UNIFORM PLUMBING CODE (An ulculatlons will be Net Free Area) 2016 IECC-W9E6 WASH.STATt ENERGY CODE {A 2160 of Attic Area/300- '1.2 94.Ft,of ventilation required x 144 -1036.E Sq.Inches Attic Venting I Nigh Vant Gontlnuous Ridge Vent 69.5 Lim.Pt,x 10 9q.Inches L.F.s 1291 sq.Inches GENERAL NOTES Low Vent Vented Blyd Blocks 46 x 9.5-431 Sq.Inches --- -- --- -- - L Note:Fe—venting provided by(3)-]"Diameter'blyd holes'per Now Bioak-(11.5 Sq.Inches per 91 see eEnEa NOM MO!W c­wvc news tip. tloe..s- raxurwn,rne+q sne nrnna sduaw.,..nnutwn.n..,nc. •• to 0 IL J Z Daft: DESIGN FOR: --— ------ ~ Sralr loss t St o 0Z.!' MOY 09510N, LTD. - - - - Laura Eis OESI6NE0 BY: ---- O. e 201E M INTERNATIONAL C-INTERNATNAL RESIDENTUL CODE SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE 152 HMUC I VER,BETWEEN EACMBEORWMTOHAVEAMWIMUMWINpO ENINGOF6190.R.WIMAMINIMUM ne ry V 007INGS AT DIFFERENT ELEVATIONS. WIDTH OF IN.AND A SILL LEM THAN M'ABOVE FIN.FILE WWN LUMBER DESIGN IS-EDON THE-AL-a. SPECIFI11IM LATEST EDITION.SAWN LUMBER SHALL O m .1.IpC WERIAIIONAL SUIDING M. ALL FOOTINGS TO REST ON CLEAR.FIRM OND19NRBE0 SOl.9TEI FOOTINWA CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS A880OATION GRADING p LY REQUIRED G INTO REST REWIRED FIRM UNELOW FINISH GR,STEP ALL OLAZMG WITHIN 161M.OF THE FLOOR AN WITHIN 24 IN.OF ANY DOOR RULES.ALL LUMBER HOT SPECIFICALLY NOTED TO BE OF.l2 OR BETTER ALL WOOD IN PERMANENT CONTACT WITH c m 2014 UPC YIIFORM FLUMBWG CODE (REOMDLES90F WALL PLANE)ARE TO HAVE SESTY GLAZING.ALL GLAZING WITHIN SO IN CONCRETE OR GMII SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER R PROVIDED.FRAMING tp�m CONCRETE STRENGTH Of TUB OR SHOWER FLOM N IN.OF A STNR LANDING OR GREATER THAN 2 SQUARE FEET ACCESSORIES AND STRUCTURAL FASTENER$SHALL BE MANUFACTURED BY SIMPSON STRON-E COMPANY(OR HIS IECC WSEC WASH.STATE ENERGY COD! ARE TO HAVE SPEETY GLAZING ENCUNEERAPPROVEDEQAL)ANOOFTHESIUANOTYPESHOw THE DRAWINGS.HNIGERSNOTSHOHN 3000P91AT2H DAYS FOR ALL WAN.(FOUNDATION DESIGN BASED ON 2.SOO PSI). SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER ALL HANGERS MD NAILS INCONTACT WITH O ],GOO P&ASLUMP 48 FOR ALL OTHER CONDITION. SKYLIGHTS ARE TO BE GAINED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED GLASS PIR MURE TREATED LUMBER SHALL BE 9IMPSM Z-MAX HANGERS OR STAINLESS STEEL. L$HEAR WALL m MAXIMUM SLUMP A' ON THE INSIDE(UNLESS PLEXgLIBSI GLASS TO HAVE MAXIMUM CLEAR SPAN OF.W.M0 SMEATNNG HMS SHALL BE COMMON NAILS ALL FRAMING NNL9 SHALL BE COMMON NAILS.OR NOT DIPPED UHEASTM MtSORAW80 DEFORMED REMFDRLING BARB UNLE99 NOTED FRAME 19TOBEATTACHECTOA2XCURBWITHAMINIMUMOFII.MOVEROOFDUNE. GALVANIZED SOXNAILS.FRAMING NAILS SHALL BE PER IBC TABLE Z3M.4.1 OR IRC TABLE RBO2.31I), 4 OTHERWISE ALL TUB AND SHOWER ENCLOSURES ME TO BE GLAZED WITH SAFETY OlA68, PLYNNIXOD TRUCIPANELSDN CONFO0.M TO THENNOCO REQUIREMENTS OF'US.P0.0DVCTAN-F.PN FOR OTED THE BUILDUP SHALL VERIFY THAT SITE CONOTION9 ME CONSISTENT WITH THESE PUNS CONCRETE EXPASgN ANCHORS SHALL BE EIMPSON WEDGE-AIL STUD ANCHORS' PANELS SSHALL SEM IN RATED SHEATHING ORUR APA 1.OF T IERFOGNEN AND SPAN W. GSHONONT Y SEFO3ESTMTINGWORK.WORKNOTSPECIFICµLY PETALED$HALL BE CANSiRUCTFOTO ORENGINEERAPPRONEDEWAL.EPDXYTOHESIMPSONSET'ADMESNEOR ALLSCLICOREWITHWEAHARETOBFDOU EWCE EDMD µLE%TERIORDOORSMEERIO PANWINGS,IL BE INTEDg ONS EXPOSURE FOFTHETYICNNE98AN03PANNATMGBH SHOWN ONHE m THE 9AMfWALITVA891MIWIWORKTHAT180ETALED.ALLWORI9HALLBEOONEIN APPR V EOUµ MORE AND LOCKING DEVICES ON ALL PDOOR9 AND WINDOWS WITHIN tO FTNCE (VEq E%µE OOR DRAWINGS. LNELS ENDS EDGE$UNLESS INLONFORMANCOMENDED B THE EPNEL MANUFACTURER NU CTURER' ACCORCANCEWITn INTERNATIONAL BUILDING CODES AND LOCAL CODES. GRADE.PROVIDE PEEPHOLE SAGE IN.ABOVE FIN.FLOOR ON EXTERIOR ENTRY ODORS. 9PACIGATPANELSG AN ANDEDGES.LILE98OMENSTAL RECOMMENDED 9Y THEPANELMANIUARTO UP INFlLTRATgN.ALLRATON.TIN THEOW EXT SLOG.ENVELOPES SELLEE SEALED LROOFSH INDICATED AND HEOR MAIN SMALL REINSTALLED WITH FADEGRINPERIENOCVIM TOBUMORTS. ITTENOIMENSIONSRALNOT AND IFIC NOTE9 SHALL NEEFUDNEMECEDENLEOVER SCALED ApAI9i AIR(FILTRATION.THEFWLOMNOPREAb MUST BE SEALED. MDVIDEONE SWKE ONNECT DETECTOR DINEACMRTO O HOUSEMNEAND INTER.MNCE631N0 OR HAVE ATEDRTEDBY MNG5.R84EAR WALL SHEATHING EITHER BE BLOCKED TON DUE-AND-GROOVE. CU_$F ON 11 GENERAL NOTES. EENOUNTERSO THAT HALLBECON9ULTEOFOR BEDROOMS.LONNECT9MOKE DfTE0TpR8 TOMWSE POWEF AND INTER�CONNECt SMOKE OR HAVEEWE68UPPOPTEOBV PLYCLIP9.lXEAR WALLHIEAtIIG SHALL BE BLOCNEO WITM2%PRAM1NG AT ALL CLARIFICATION IF SITE CONDITIONS MEENCOUNTFRED THAT ME OFFERENT THAN SHOWN IF JOINTS AROUND WINDOW A.OCCUR FRAMES DETECTOR$TO HOUSE POWER AND INTERCONNECT W THAT.WHEN ANYONE IS TRIPPED, PANEL EDGES.HALING NOT BPECIFIGLLY IOENTIFIEOON THE OPgW1N09 t0 CONFORM wITH 2O151RCTASLE6. i OBCREPMMS PREFOUNDINTHEPLM80RNOTES,ORIFAOUESTIONMI9E80VERTHE •J01NT6BETWEEN WALL G M VITYDWMOONIMM FINE. THEY ALLWILL90UND.PROVIDEBATTERY EACINPFORALLUNTS I TENTOFTHE PLANSOPNOTE9.CONTFUCMO &LVEMFYMUISRESPONSIBLEFORALL •JOINTS BETWEEN WALL AND FOUNDATION CALVED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH 1.9.PRODUCT STANOMO PS SS. DIMENSIONS(INCLUDING ROUGH OPENINGS). OINTSBINNEENWALL ANIROOF PROVIDE COMBUSTION AIR VENT6(W/BCREENAND BACK DAMPER)FOR OAS FIRE CE 'STRUCTURAL GLUED LAMINATED TIMBER'AND AMERICAN INSTITUTE OF TIMBEROMITRUCTION,AITL111.EACH JO 1 Q NTSEETWEEN WALL PANELS AND ANY OTHER APPLIANCES WITH AN OPEN FUME. MEMBERSHALLBE RMN PA£W TCORA910ENTNx;ATON MMXgNO BE ACCOMPMIEDBYACEMIFICATEOF F F UTILITY PENETRATIONS THROUGH EXTERIOR WALLS CONFORMANCE.ONE COST OFEND SEALER SHALL BE APPLIED IMMEDUTELY PETER TRIMMING I EITHER SHOP OR 1SS PLEASE B ADDR I.NOTES CALLED OUT ON OTHER SHEETS. BATHROOMS AND UTILITY ROOMS ME TO BE VENTED TO THE OUTSIDE WITH A FAN. FIELD.GLUTA HANGERS M HRS NOT SHOWN SHALL BE SIMP60N SO.BEAMS SHALL BE VISUALLY GRADED WESTERN Jry EE SPECIES INDUSTRIAL GRADE,MD OF THE STRENGTH WOICATED BELOW. /IYBtlQE: RANGE NOODSMEAL90 TOSS VENTED TO THE OUTSIDE. _O HEATIWHLµWUTION98HALL COMhY WRH TXEREOUIREMENT80F REGIONAL AND PROVIDE DCIIBLEJ05Tg UNDE0.ALL WALLS RUNNINOPARALLELTO JOISTS. ELECTRICAL RECEITACLE6 IN BATHROOMS.KITCHENS AND WAGES SHALL BE O F.I.OR 'SE, Cg]]EEgON nxn%p USE I�P .� LOCAL CODES SEE CALCUUTION9.PORCHES.OECK4.FOUNOATION.FREPIACE OFI.C.PER NATIONAL.ELECTRICAL CODE REGVIKEMEMS. ALL GAF:VA DFIDF (SAMPLE SEA I ENCLOSURES,AND GAUGE AREAS NOT INCLUDED IN LIVING AREA.ALL E%IUUST FANS TO BE pgOVIOE PCEITNE VEHTLATMXN AT EA END OF EA.RAFTER SPACE AT VAULTED ALL 2dF�V5 DFAF (CONT.OR CANTILEVER) W tl VENTED IIECTLY TO THE EXTERIOR,ALL PENETRATHIM]OF THE BUILDING ENVELOPE SHALL CEILINGARFAB. INSULATE ALL AMEN MORO HATCHES TO CRAWL SPACES AND AT 1TO THE Dp BE SEALED WITH CAULK OR FOAM. EOUVALENT RATING OF ME WALL.FLOOR OR CEILING TMRWGH WHICH THSY PENETRATE PREMANUFACTURED WOOD J019TS.PREMANUFACTURED WOOD JOISTS SHALL M OF THE SIZE MD TYPE SNOVW �D PROVIDE FIRE BLOCKING.DRAFT STORE AND FIRE STOPS AS PER I.9.C.SEC. UNO ON RANG. ONTHEORAWINGS,MANUFACTURED BY THE TRUS JOIST COMPANY,GRAN ENGINEER APPROVED EQUAL PROVIDE mT pp RSO212 ATTIC: RJ0,0.alO RAFTERS BRIDGING IN COJFORMANCE w THE MANUFACTURERS RECOMMENOATIONS.WETS MO MIOGING SHALL BE J W ......e�Mm SALT$e.ly♦ . WALL. P" CAEABLEO RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS.THE JOIST MANUFACTURER SHALL VISIT JOB W PROVIDE PWITNECONECTIONS AT EACH END OALL POSTS AND COLUMNS TO FLOORS RJ6 HITEASREOOREDANDVERIFYTHEPROPER INSTµIAi ON Of OIST5IN WRITING TO THE ARCHITECTENGINEEP. THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE M181BC AND ALL ADDITIONµ RESIST LATERAL OISPILACEMENT. M EMANUFACTUREDM/OOGJOISTALTERNATESWU 9ECONSIOERED,PROVIDED THE ALTERNATE 4 COMPATIBLE STATEANDLOCµ CODE REQUIREMENTS. PROVIDE ORTWEBPRACCE VENTKG TO MEET THE REQUIREMENTS OF THE M15 tt�H�OLVOAD CAPACITY.STIFFNESS.OMENSIONAL.AND FIRE RATING REQUIREMENTS OF THE PROJECT.AND IS 201E 1EC AND 2016 iMC SHALL SE USED. 1 THE CONTRACTOR SHALLA99UME FULL RESMIU BILIT'FORANY WORK KNOWINGLY lw x.n lNeiu PERFORMED COYTRMY TO SUCH LAWS.ORDINANCES.OR REGULATIONS.THE LUMBER SPECIES CONTRACTOR 9HALLALHO PERFORM COORDINATION WITH ALL UTILITIES AND STATE BTNRWAYBBHµI XAVEAMIN.LLEM WIDTHO Y'.HIND RAILS HMY ENLROALHA A POSTS.SEAMS.HEADERS.JOISTS,AND RAFTERS TO BE DFJ2 77 6ERVICEAUTMORRIES. MAX.O 31r INTO THE REWIRED WIDTH, B.EXPOSEOARM BUMS TO It OFii ON BETTER BITTEN DIMENSIONS M THERE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED TREAD"SHALLINVFAMIN.WIDTH OF+p,STAR TREADS MUST SE UNIfORMANO QM„ DIMENSIONS.THE DENEMLCCNTRACTORSIULLVERIYANDIB RESPONSIBLEFORAll NOT VMVFROMME MINVa TOTME.MULLf6TBYDISMU MORE UNYB'. ue Ilan unTFa PFU Iu[ _ C.9RLS.PLATES SLOLgNG,AND EWDGING TO BE 0f DIMENSIONS(INCLUDING ROUGH OPENINGS)AND CONDITIONS ON TIE JOB AND MUST ITI1-11 OFFICE OF"I-IT-FRCM THERE MANING9. $Fen RSmFAP RP Rr01eRi D.ALL STUD"TO BE DIED OR SETTER. S_ 9TNRWAVS SHALL RAVE MIN.BU6'O III RWMAi THE NMI IF THE HTµR.9TgIR JOIST TO SILL OR GIRDER TOE NAIL I]}6e Q THE GENERµ CONTRACTOR 15 RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF RISERS HAVE A MA'JMUM HEIGHT OF T LA•. BRIDONO TO JOIST TOE NAIU EA END I2}60 E.PLYWOOD SHEATHING SHALL BE AS FOLLOWS', PLUMS G,HVNC AND ELECTRICAL SYSTEMS.THE GENERAL CONTRACTOR SHALL NOTIFY SOLE P.ATETOJOLSTOR&NO FACENM191om-M WOOF AEATHN µ 1r CO G$HL 0E M.IN—RATED-18. THISOFFICE WITH MY PLAN CHANGES REQUIRED FOR WSION AND FUNCTION OF ENCLOSED U]AME9PACE UNDER INTERIOR STAIR89HAULBE PROTECTED ON THE STUD TO SOLE PUTS TOENAA(I}W.ENO MIL 1211BU 1No SMALL BE+r MTUAnwtEo 3v+S OR In B-oge. ry PLUMBING.$VAC M FAC AND SYSTEMS. ENCL09E0 E WITH WTYPE'J('GYISUM WALL BOARD. TOP PLATE TO STUD fHONMIt}+pp FLOUR SHEAT„LNG SHALL BE SA'T A O WTJ➢A RATED ON Ln BTARWAYS SHALL NAVE AT LEAST ONE HANDRA_LOCATED]6'ABOVE THE NOSING.OF DOUBLE 9TUW FACENJ.16e Q2I'OC f TINTS OFFICE SHALL NOT BE RESPONSISLEFONCONSTRULTON MEANS AND METHOpE, TREAD9MO WIOINGB.THE HAND GRIP PORTION OF NANORAIL86nALL NOT RECESS 'I'OISTS SHALL BE MANUFACTURED BYTRUS J019TOR FFyy AC SMOMIR.IOW IT THE CONTRACTION OR SUBCONTRACTOR.OR FAILURE OFANYOF DOU.LE tOPPLATEB FACE NAIL IS'OC ENGINEER MPROVEO EQUAL. ILA THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS,ANO THAN 1'10'OR GREATER THAN Y IN CR0689FCT10NAL DIMENSION. CONRMUOUS HEADER,TWO PIECES I W Q 18'OCALONG SA.EDGE DEFECT IRSCOVEREO IN THE CONSTRUCTION DOCUMENTS SHALL BE BROIGHT TO THE HANDRALII SHALL BE CONTNUOUHTHE FULL LENGTH OF THE STAIRS,TXEEN090F 9UETLPHEADERTVJD IECFA O.µL WOOD IN CONTACT WITH CONCRETE SHALL BE PRE94URE TREATED. CI ATTENTION O THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDINO WITH WORK. WI1Ft'BPACER 1HU®+6'OC µONO EA.FDOE )( HANDIWL99M RETUMNT LORTERMIFUTEINTOANEWELIITOR9AFETY TOPPLAIN LAPSANDINfER.ECTNNN9 FACE RA0.12}i8U REASONABLE ET NO i µBOITY FROM SUCHOFFICE TO CORRECT HE C-CT RACTO tI RAGE ME TERRAINµ (� BURDEN OFCWT AND LIARLrtv FROM 9lICX WFELT UPON THECONTRACTOP. CEILINGJOII,IMMl.NTE TOE WNL(],9R J L I DESIGN CRITERU2Ot5IRC AND IHCANDUPC STNRWAY6 HAVRIO LE89 THOU 2RIBERBWNOT REQUIRE HAND PAIL. CONtIN0001 MlADlR-STUD TOE NAS(A}pp ROOF 30PSI HNOWLOAD(uN,lnpdReHlWURn$ ur.l ENgi.nnp WFutSUln1I CEKINO JO9T8,VP80V€R PARTITIONS FACE MEI]}t00 Ul ]I'MM.XEg11T GUA0.DRAIL99HUL BE PROVIDED FOR AT PORGIES.DECKS. CEILING JO9TH TO PAMLLELMFTION ACE NAY I]}f00 •8 PGF TOP CHCRO OL. bNCOME8,9TAIRWAY6 AND LAUDING.WHERE THE ADJACENT SURFACE IS GREATER PbF BOTTOM CHORD DL.(MEK-I e�R,.2.TIu -K,I,E.Blu.rl RAFTER TO PLATE I TOEM.(2Ht6e VI THOU N'pELOW I-EXAMTO EAG EfW AND RAT! FACE NA112}ee ImRFne+Ix ATn IRS rJOT tOvSf NET WIND UPLIFT L O m FLOOR ILA RSF LOP BUILT.UP CORNER STWOI, (2 e1.0 EA FLOOR. L'I •. RAILING AND GUARDRAIL BALUlTER SPACING SHALL BF NO GREATER THAN I'. YPUNKS I2}tepO FA.BRG. 10PSf TOPCNORD OL. m •tOPP1 BOTTCMORD W. •S PSG BOTTOM CNORO 0.. T�j m S IX MA ING PER DL. THE TRW SHALLARL OPENRKIS ALLONY 6- -DIAMMED THE R FUSEWHERE TO AN THROUGH 1r RYWOOD ROOF AND WALL EDOE85p®B'CC FOIL. 'GOOD P9i BEARING PER 9OL9REPORET TO BE AT TIME Of EXCAVATION GUMDRNL SHUII NOT µIOW A6'DUMETER SPHERE tO MSS THROUGH HHEATMINOALL EOOE99LOCIXEO WJ WTERMEDUTE N Q 12-OC R09TCEPTH.?-0' 2%MATERW. 9UBFLOOR SHEATHING SHALL BEM 1.128'.SHEATHING IB REQUIRED FOR ANY LONGITUDINAL(DRAG) r WRSC C2ONE.D2,UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER EXTERIOR 9RRAL STAIRS TO HE FABRICATED AND WSTALLEO PER THE MFG. WIND.110 MPH ISO MPH 3 SEC OUST),EXPOSURE B. INSTRUCTIONS. 3H'PLYWOOD 9U0FL00R EMDOES E EI E U FORCES. E+roc n TX19 STRUCTURE SHALL eE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF. L MULTIPLE JOISTS- TRUSSES SPACED AT 2I'Q'C. FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED, [lODBEEYEBDOEE STAOOERQtS'OC W/(2G B FE ENO OR BRINGS TRUHB DRAWING IRFOR ILLUSTRATION ONLY.AlL TRUSSES SHALL BE IN6TALLEG♦BRACED TO INSTALL EINP0CYMCORER FOAM STUD INSULATION AT PUMP AND AROUND AND WELINE9. ALL KEDEESI WITIONIS TO ESS THAI PLANE SPREAD RATINOO LESS THEN 26ANDA l3)OR FEWER tat NNLS MANUFACTURER.DXAWIN0936PECRICATgNS. OFE MS..W-IIESS CORNER STUD GWTIE9 ANDARWND DOOR AND WINDOW ROUGH SMOKE DENSITY MTINGOLE99 THAN 450, IAIOR MORE 1/2'OIA M.B.W19TANOMDNUTANO WASHER$ ALLpUTE5ME1.5%A UNO OPENING CAVITIEB. DEFLECTION MEETS UNIX LIVE MD USSp TOTµ LOAD. PROVIDE MSUUTKKN-ELSE AT SAVE VENTS BETWEEN RAFTERS. INSTALL WATERIROOF GYI9UM BOARD ATALL WATER BPUBM AREAS TO MINIMUM 10` FASTEN RATED SHEATHING TO ONE FACE OF THIS FRAME. 1 ABOVE&MOWER ORIJN9. gPECATI MA S OffA TY AND MODELNUMBERSBROWNLL THE PLANS ARE INOICAT10N3OATER ONLY.THE OWNER/SUKDER$HALL NOT BE PROHIBITED FROM ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT.APPROVAL O ENGINEERING INSULATE WASTE LINES FOR 9WN000NTRW. HU96TItUTMO MATERULS ANOIOR APPLLWCE80FEWµQUAL?Y5TRENGTnB FROM LµCUUiIOHB. NOK9PECIFIED MANUFACTURERS SI SRAClDWALLPANEL E%HAUANALL VENT9ANDFINE CHANGES PaRHOTHIDE VIAMETµ DUCTS,PROVIDEIIO CFM TJ'MI.LENGTHAr T/IB'MISM1,TPLY•V000 ANOBE SHOWER AND LUNOXI 1RCHANOES PERHOUR IN EATH6 CONTNNMG TUp MD/OR THE OWNERSUI MR ILMCDEAND HOT BPROVE ITYTIMHAIMATERIALSSPECEI PROY'DED THEY MEET ALL TRUSSES 9MLL HAVE DESIGN OETNLSE DRAWINGS ONSITE FOR FRAMING INSPECTION. SNOWEPAND IN UUNWYROOM9. CURRENT BIW.LODE.MOMEMMWEO FOR CHAT SPECIFIC USE BY THE WILDING COMMONS 5'WRATALL PANELEDOES I2'okfIELO. OFFICIAL AIL FLOOR TRUSSE88HALL CMRYMANUFACTWIER9 STAMP. ALL RECESSED LIGHTS IN INSULATED CEIINW TO HAVE THE I G.LABEL. I,S.I.INTERIOR BRACID WALL IANIL Ir GYPBWSME02.10,3(SASTMGI-G1*q.6AL Xt tll ILA ' PROVIDE SOLID&OCANG UNDER ALL BEARING WALUS PERPENDICULAR TO JOISTS AND ALL COMBUSTION MRLLMCEH WILL BE VENTED DIRECTLYTOTHE EXTERIOR.FURNACE TYPE 90R WSCRfW9 RPAe MTM C+OM mI'deBALL OTHER BEARING POINTS HOT OTHERWISE PROVIDED WITH SUPPORT. FIREBOX AND TANKLEM WATER HEATER SHALL HAVE OUTSIDE GOM5USTKSN AIR BUpPORTB �w.l ARenra SUPPLY PURSUANT TO REGIONµ MD LOCAL CODES +,POSTS.NAME,HEADERS.JCN TB.AND RAFTERS TO BE OF A.1.1. ALTERNATE BRACED WALL PAPER. 2.EXPWEDMLN SEAMBTOBED-IORSETTER, A CSMLHAVEVENTIUTIONEOUµ TOIMFWTPENIWWFEUOFATTIC ZWMW.WIDTH*T:1S'OSB OR IIY PLVWOODANO BeLWAgN9 3.WLL9.PLATES BLOCKING.AID BRIDGING TO BE OJ2. SPACE.VENTSATION9HALL BE PROTECTED FROM SNOW AND RAIN MD SHALL BE W 01 AT ALL PANEL EOGEB,tZa FIELDS(2)AB.PERPMEL A ALLSTJWTOBE DFq ORBETTER. 1 O0YREOMTHCALVANIZEDWIREBCREEN.OPENING$HIULLBELOCATEOTOPROVIDE LOCATEDAT+NPOINT8.1800.MIN.HOL)MANEAMEND S.RWA S SHEATHING SHALL BE M FOLLOWS'. CROSS VENTILATION HPA .OR 9TD1D1 'ROOF SHEATHING SHALL BE 16'PLYWOOD OR W2 ON 'FALLHXEATHIG SHALLL BE I11TJJU RATED WED ON WKS,I ALLVENT KITH EN. CFMTl.AUNDA5WEVU METAL FANU UNLESS TO L00119XEATHIN08HALL BE 3H'i.G1NT PW RATED WB BATHS.10O CFM TO KITCHEN.BO CFM SCLAUNDRY WHOLE XW9E FAN.UNLESS NOTED OTNERMSEO ON FLOOR PLAN OR WSEC FORM. Ts M.W.I N Irry RrMW.aO.MAu pMM w hYm M wHR, T AumMA AnU PT GARAGES SHµL OR BE VENTED WITH W SQUARE INCHES LOCATED S'ABOVE THE FLO �IIN NAM.-.~MA�nne le, H11.1..M.•ne KIP RXn IN. I„NI �WIIW 1L SURFACE. wn Iw '= wMry Bu almmPMnA Ama.nu we e..Hn....IN on10n,111 LTD H net nNwM r...mpn. 4ES UNDER FLOOR SEKIB SHALL HAVE VEITNATgMEWALMME 9Q.FOOT PER IN SO . . E+tlN.v.ryRPM Hu pun mW.InIN.pnp.rMl.n WMl.I_M.Yale mIF10R..,RM S .i FEET OFFLOORSPACE VENTS SHALL BE CAST INTO THE CONCRETE STEM WALLS AND m.Ivr un nW Ou.rrHu.pMn.<Fumdm.m.r.TH.wntncror el M.GPp mu.t cH.cR.II COVERED WITH-MO WIRE SCREEN,VENTS SHALL BE LOCATED TO PROVIDE m.n.Mn..ne P H.,O.MIH PH" wnE M.r.„ ...ne p.wl.Iy nApon.blA E NI CROSS VENTKATM OE61bN FOR: L--Date August 9,2025 0Cb16NP.0 BY: Laura Ela f a4,1r 1/40- VON SLeLBY DF5/6N, LTD. LORTIMUOUD RIDBC VGNT _ - _ _- —LONlINUOUS MGTAL OVTTGRp f//XO LORNCRIWINOOW TRIM _ — � _ I �: - I,I", — # : N,rtlIPIOnR NRArmbl BHlnp-Y.Hsf LIE.fMlll• Q E k 13 CrM.wy.V" R^^f FRONT ELEVATION 7/fe'ODD SM.minp w/Itl�e•p.c.�Erpuefp•p.c.�FNH i V a< Elpin—Common T—®1/•p c. _ —RJpIn.RHfbn(RJe®V.VIHtl C.illnp.J - - j coot M.Hl 0— = p sn•OWB ro LW./ Wtll cpn,Ruclbn: o6l W TOP PHH 1/2•OWBro W.IH 2.1 SHtl.@IV c. R-11 W.p b.uhpon -- -- EGG MD P.P MRasa MfI Vl.puwn� --- e'+]/•Mln ConcnH Fpuntl.fbn W.11 w/ — ----- ---- --- -- LU \ __ RasH.uaupn-- � Z� .•oH.PM1Pnf.tl Foopnp Dnin� lE n Tn•l.fa.H®+e•p.R.w/.w•TpB B.wae.ow.a p soHww � m m REAR ELEVATION CMOs 8967I0N I C LEFT SIDE ELEVATION RIC7HT SIDE ELEVATION w 0 I 0E616N FOR: Dab: August 9,2023 DESIGNED BY: Laura Els � -- 8L°LBYDL°51GN LTD. �3 Scab: 1/4M■ t 0" j tmu, n PATIO E W0'X4-11' y Try--r a-c,n°-- Y"' r r4• 7`77 S •kh y �'��1,,m.a Y7®YC sIi v,' •c�orNys-,e�®T,n"��"'•_-xr —pp\ •. .....q•. .1E'_ iw iw7jiY.;y�_Fy ® 7-117— Y— 9 "1' v�wp Q'�nrPmD Till 0.0— NQyi bYi T GGDOOM]va,i7 m DININ6 to 4I%tY.T • MUNDX • � yX.Y Y v-'X, F KrrC- oN tYi'xt9-f SATHfol •'RI-- MASTGR M (PAT ROOM IF-0X24.4" 2WI'X,Y4' suu h Y \Vp V NN4q i. ro a R s ttOziE w +' s \� ^ Z O to v .III y I y y GOY RED GONG WE P RGH I e %n 7T•4'X •4' w i w I I ?d 17 Y!I rsix V 7 7.1P Y r •11m Y-0, •61/7 1'^: -4• V4• ,r er W Floor Plan ® •IW M.LIN..M M6�N.RM.l� ` WM N44r 1.,00 09 FL410MYI�Yy1YYYNr/� t, di ,e0 M.14 • •rsr.r. •YK. 0 64.R LL it z SEE SHEETS SMS2 FOR STRUCTURAL G PLANS NOTES&DETAILS! - -- — - DES16N FOR: Dom: August 9,2029 1 DEMON=BY: i Laura Els scale „4M ,,o• SELBY D9516N, LTD. 4 STRVCrURAL NOTES 1 CONrPP TOR, OPN[P, Ave rPPc AP[ IG .M D6P xFT— — OG'0[. r— — — — — — •, rtlOPOUONLY P[VS[II Ttl[9[pOO1PORr[9 P110 T.. ePA pp,Pp / DI O•Y TDI$SHEET. A[LATZON9x2P r0 rIy PPL92T[CTUPAL PLPNB. I! bey Fc_Poo TN[A[ I.PE ANY pUanSION[, OR OI9CA[PPNCI[n �"�' Peomr TI¢xoz[a, o[ruu,oa euxn, coxrAc'I '�'t+� - Ta[ 9xOIx[[R or WOOPO AT TMOIDnOx ,]S'4") I Cmco�[nLn 9x0ItD:YtiNn 1609) 99r-1a99. }J(r,r.>'urN —'fir. ... waJ+�M'iM w •G• III �wY ,I �. w'rw,:p mo�oDViao un ..vote0•e'o.q. ..mw.r �, „ro • xom,amn> I 1 tw a„ww.,r .t _________________ wra♦ura ________ ______________w.• o roo�.c I, %'xN'ctW AWaa I ,°„"°„"° FOUNDAT)N FLOOR SECTION DETAILM t.t DI I I V.Naln.Cone.rna PWWe'.12' I I I I I {Ca I t - a wr m„rn � se„r mt°wss., Pam• - I L___________________________a __________ ___________J _a. ____________� 1 w.w 44,w• 5,oP e��Y, I �W,�att O rtovle.%•x a• I I ,. rN4 .rnrw.t-.,.»,..ss f<+.-ISJ. i i eNn wagon # bt Tlal• warn I ~ I�I ��mA.6.+•Ks�♦ I WAu WPA! »wnuar nu w IYI FO NDATI N DETAIL anus conertrtxuw,eoeana. _artln wlt •mtlr atp <oww:.m w not t ..tww m mtN fti tmt,M°rttn tnttl M ttw°tw t.nlnti�t to �_______________1 ____ ____— --__—__________ I I 11 I •. wu s„ w Y..r a I I I I � canr..v Parrs .w...ww ww. .. 1 I I a• Ia— --Ia`—_------rla " FOUNDATION/MAIN FLOOR FRAMING PLAN a. new wo-<`.rv��.`.r•:ten` • a 7•wt.n��„,,,,,,,,„,,,,t,,,,t„ THOMPSON ENGINEERING,INC. sn loaDAx Lx lucxL..vo.wessasl I a9f asW:rw•ty I.<tn vasm..on oP ATTENTION: ••°- ..''x� •*•°••- ��„• .t.�t ALL ENGINEERING CALLOUS ON THESE PLANS PROJECT 023-149 ..w.®w..w n.�w,...n. *•"""'"'°••„"° MUST BE STRICTLY FOLLOWED! NO EXCEPTIONS! U3j!­l­ATll­E ELS RESIDNCE ——— ANY CHANGES OR MODIFICATIONS MUST BE PRE- �•� •'•••R«• .� APPROVED BY THE ENGINEER OF RECORD! 1. nxaTat oPl b 4 TYPICAL AT ALL EXTERIOR WALLS UNLESS OTHERWISE NOTED I I I I iq (�O ROOF �INGDEWL..N_ a IN IT —1 L I I &LO-111 FRAMING DETAIL /—Awl TYPICAL SgEARWAL LISAILINGANDHOLDOWN' CALLOUTS.SEE THIS SHEET FOR NOTYSISCREDUL IZ ROOF FRAMING PLAN SHEARWALLS&HOLBOWNS PLAN an aveNleo[um.cos xwwro 144W (�F MIN DETAt THOMPSON ENGINEERING,INC. MIJOILIDANILN RICHLAIMWAVIM ATTENTION: ALL ENGINEERING CALLOUTS ON THESE PLANS PROJECT#23-149 MUST BE STRICTLY FOLLOWED! NO EXCEPTIONS! ELS RESIDENCE ANY CHANGES OR MODIFICATIONS MUST BE PRF- APPROVED BY THE ENGINEER OF RECORD! -oT" Permit No:19I( �kaa 4-Qbl�j MASON COUNTY COMMUNITY DEVELOPMENT R E"77 `I V E D Permit Assistance Center,Building,Planning � BUILDING PERMIT APPLICATION FEB 202� PROPERTY OWNER INFORMATION: CONTRACTOR INFORMAT19 5 W. Alder Street' NAME:Laura Els NAME: MAILING ADDRESS:330 NE Lake Ridge Dr MAILING ADDRESS: CITY:Be1(aiT STATE:WA ZIP:98528 CITY: STATE: ZIP: PHONE#1:360-710-6735 PHONE: CELL: PHONE#2:360-710-3910 EMAIL: EMAIL:els@wavecable.com L&I REG# EXP. / PRIMARY CONTACT: OWNER Q CONTRACTOR❑ OTHER❑ NAME —Eb EMAIL els@wavecable.com Z MAILING ADDRESS 330 NE Lake Ridge Dr CITY Be1f i, STATE WA ZIP98528 PHONE 380.71"T35 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)22304-76-90080 ZONING RR5 LEGAL DESCRIPTION(Abbreviated)TR 3-B OF SURV 12I88TR B OF SP#1631 FIRE DISTRICT-*--` SITE ADDRESS330 NE Lake Ridge Or CDyBeffair DIRECTIONS TO SITE ADDRESS FROM BELFAIR.HEAD NORTH ON OLD BEHAR HWY.TURN LEFT HEADING WEST ON BEAR CREEK DEWATTO RD. CONTINUE APPROX 8.6 MILES.THEN TURN LEFT ONTO TAHUYA BLACKSMITH RD.TAKE RIGHT ONTO LAKE RIDGE DRNVE AT END OF PAVED ROAD. cc IS THE PROJECT WITFIDV 300 FT OF SLOPE(S)GREATER THAN 14%: YESE] 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: NEW E] ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,commercial Bldg Etc.)RESIDENCE IS USE: PRIMARY Q SEASONAL❑ NUMBER OF BEDROOMS 2 NUMBER OF BATHROOMS Z HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part(s)opug)❑ NO❑ DESCRIBE WORK NEW CONSTRUCTION 2 BEDROOM RESIDENTAL HOME SOUARE FOOTAGE:oropaeed) 1ST FLOOR 1,780 sq.& 2ND FLOOR sq.ft. 3RD FLOOR sq.R BASEMENT sq.ft. DECK sq.ft. COVERED DEC&Q L sq.ft. STORAGE sq.R OTHER-"W sq.ft. GARAGE sq.fL Attached❑ Detached❑ CARPORT sq.& Attaches!❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPEES OF THE FLOOR PLAN REQUIRED* MAKE MODEL LENGTH H BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC© SEWER❑ / NEW 0 EXISTING❑ PLUMBING IN STRUCTURE? YES 0 NO❑ Ijyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOQ EXISTING SQ.FT. EXISTING BEDROOMS 2 PROPOSED BEDROOMS 1.75 TOTAL BEDROOMS 2 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.1 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 pernitlapplicafion becomes null&void'd 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) X. 01/28/2024 nature OW t be signed b the OWNER Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 1 C C PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Permit No:��L 12UL`�'- ., MASON COUNTY COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:LAURA ELs NAME: MAILING ADDRESS:330 NE LAKE RIDGE DR MAILING ADDRESS: CITY:BELFAIR STATE:wA ZIP:98528 CITY: STATE: ZIP: Is'PHONE:36M20-1865 PHONE: CELL: 2°d PHONE: EMAIL EMAIL: els@wavecable.com L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):22304-76-90080 Zoning: RR5 LEGAL DESCRIPTION(Abbreviated):TR 3-B OF SURV 12/68TR B OF SP#1631 SITE ADDRESS:330 NE Lake Ridge Dr CITY: Belfair DIRECTIONS TO SITE ADDRESS: FROM BELFAIR,HEAD NORTH ON OLD BEFLAIR HWY, TURN LEFT HEADING WEST ON BEAR CREEK DEWATTO RD.CONTINUE APPROX 8.6 MILES.THEN TURN LEFT ONTO TAHUYA BLACKSMITH RD.TAKE RIGHT ONTO LAKE RIDGE DRIVE AT END OF PAVED ROAD. TYPE OF JOB: NEW=ADD=ALT=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2r1D FLOOR=BASEMENT=GARAGED OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:ElectricE�LPG=Natural Gas[�Ductless= Toilets 2 Type of Unit No.of Units Fees Bathroom Sink 3 Furnace 0 Bath Tubs 1 Heat Pump b Showers 2 Spot Vent Fan - .3 Water Heater 1 Propane Tank 0 Clothes Washer 1 Gas Outlets Kitchen Sinks 1 Wood/Gas/Pellet Stove 0 Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 2 Dryer Vent 1 Other Solar Panel 0 Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL I j IDATE THE APPLICATION. X ti< i 01/28/2024 i n at-u ry bf OW 11W Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DAJ'jF, TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT D6 z-Z i-Z`I PLANNING DEPARTMENT FIRE MARSHAL Rev: 1/27/2016 1 B N MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES ADV Building,Planning,Environmental Health,Community Health — 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd '2 Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Applicant/Owners: A- rek f_--,s Mailing Address: 3 � Lay 041CAq,c_ Drive. City: cBe U�k)V- State: VJ),k Zip: a 1403 Telephone: C3 oo-7 1 o (Q 7 3 s Email: (?4S(9W01 Ve 122_&(l _ If this reduction is tied to a building permit,please give permit case number. BLD La`s `t�'u� 2,DD [A GY'V2;"— HD US C Parcel Number(s): 2.2.3b+ --1 (0 - 10 CEO Zoning RP-5 Site Address: 33D 0E LOLZ. "dcK by-1y- Requested setback variance: \ 5 ft. ❑ Front ❑ Rear )(Side f)o ft ❑ Front ❑ Rear ❑ Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side Front Setbacks-From access easements and road right of ways. Minimum 10 feet. Rear Setbacks-From the rear property line. Minimum 10 feet. Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water,wetlands, critical areas, septic,well and driveway. Show all proposed new development. FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes,wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre; fisting improvements of buildings, septic systems, and well areas. SEA Y REDUCTION REQUESTS: Fo tsItlip lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes,wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; , 7` e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. co, C no"-k- Ind. POP" L4&-t- As- P •�� Owner/Agent(please indicate 2Z SiUalure 0 Date Official Use Only Approved by: � LA � 0 c�( eil/� Date Z' ��!2.• Denied by: Date Reason for deeia (pie, c P d i�zojA 5 ul, 5