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HomeMy WebLinkAboutBLD2017-01095 Final SFR - BLD Permit / Conditions - 11/2/2017 Inspection Line(3(iU)4Zt-/26Z MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 185¢ RESIDENTIAL BUILDING PERMIT BLD2017-01095 OWNER: DAVID FREDERICK RECEIVED: 11/2/2017 CONTRACTOR: LICENSE: EXP: ISSUED: 2/21/2018 SITE ADDRESS: 851 NE COLLINS LAKE DR TAHUYA EXPIRES: 8/21/2018 PARCEL NUMBER: 223315000023 LEGAL DESCRIPTION: COLLINS LAKE#1 TR 23 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR: 2-story ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R ON BELFAIR TAHUYA RD, FOLLOW TO COLLINS LAKE DR ON THE RIGHT SIDE General Information Construction&Occupancy Information Square Footage Information No.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 1 Occ. Group: R-3 Lot Size: Deck: 211 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,536 Valuation: $ 174,695.44 Building Height: Occ. Status: Seasonal Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 152.0 Ft. Shoreline: 50.0 Ft. Water Body: COLLINS LAKE g Rear: S 50.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: Residential Year: Serial No.: Side 2: W 22.0 Ft. Comp. Plan Desig.: Inholdin Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 1 Heat Pump 1 Plan Check Fee JBN 11/2/2017 $918.94 S3201800000001 Lavatories 1 Ventilation Fan 2 EH Plan Review JBN 11/2/2017 $210.00 S3201800000001 Water Heaters 1 Propane Tank 1 Planning Review Fee JBN 11/2/2017 $240.00 S3201800000001 Clothes Washer 1 Gas Outlets 2 Building State Fee JTL 2/8/2018 $4.50 S3201800000001 Kitchen Sink 1 Propane Stove 1 Building Permit Fee JTL 2/8/2018 $ 1,413.75 S3201800000001 Hosebibs 2 Exhaust Hood 1 Mechanical Permit Fee JTL 2/8/2018 $210.60 S3201800000001 Dryer Vent 1 Mechanical Base Fee JTL 2/8/2018 $28.50 S3201800000001 Plumbing Permit Fee JTL 2/8/2018 $49.70 S3201800000001 Plumbing Base Fee JTL 2/8/2018 $24.70 S3201800000001 Total $3,100.69 BLD2017-01095 Please refer to the following pages for conditions of this permit. 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CD Fr Type of Insp. Fail Date Date Done By Comments CD w Cn 2, 61v i— CD 0 0 Xw 0 :3 U) 0 �/211/4& ell Er CD 3 telr>, 6 4, L _2a. AZZ- 4P" & -7 Fok� CD 0 r Y � N PLANN 09 Alkl r i 11 130 - 02- - tn PLAN ING: ALL SETBACKS AF E MEASURE--. 15 FROM THE F RTHESTI PROJECTION OF �'E U'. I _r OL APPROVED � WSON COUNTY DCD P� lir'JINGrnIn `�"""%�� SITE PLAN REQU!REU TO BE SITE d)'t5��� CHf N"GES SUBJECT TO APPi ,L PY ®n � Pert 3 �- uA 22 RECEIVED '��'� OCT 17 2017 615 W. Alder Street th �`• +rs s COLLINS LAKE RECORD Of SUR VEY M'"" MASON COUNTY, WASHINGTON �`' - " 4 ME EAaI sn 3 NE COLLINS LAKE OR 6.73' Oy.33' 52� NE 6EIFAWE VICINITY MAP SCALE-1"=1/4 ABLE - ---'-% 010 SEC. 31, T. 23 N.,R.2 A., W.M. Cam'-' 00 k Zk p� s 2ybp a iJ FOUND RMAR 0.2'SE t Z 1r,_�T� PROPERTY CORNER F NO A lln O LEGAL DESCRIPTION LOTS 22 AND 23. COLLINS LAKE NO. 1, VOLUME I $ 8 OF PLATS,PAGES 64 TO 67,BOTH INCLUSIVE, $ e g 1 $ LEGEND RECORDS OF MASON COUNTY, WASHINGTON. 6 FOUND 3/4"IRON PIPE MONUMENT 3/I7 p� PARCEL NUMBERS 22331-50-00023 AND g O FOUND RE-BAR —✓ 22331-50-00023 g i • SET 5/8`RE-BAR A,CAP - g SET HUB h M NAIL ASPHALT PAVEMEM ENT $ ® GRAVEL_--__. N C $ SHEDS—/Vv^V\ 23 22 NOW I. MIS SURVEY COWLES WM ALL STANUARDS AND OUIDEUNES OF M£*SURVEY RECORDING ACr,,CHAPTER SB09 RCW AND M2-I30-090 WAC 2. RRS SURVEY WAS ACC WPLISNED USWG FIELD TRAVERSE JO 0 30 90 AND RIVE CPS PROaWWS ¢ J. A IRWOLE MGM 5604 J-SECON0 TOTAL STATION 3 Scole I'=JO/t SNOREUNE / AND/0R(FICA GS14 CPS RECEIVER MERE USED FOR TMS SURVEY. 4. HMS MAP IS N07 WTENDED W SNOW ALL MA TIERS RaAIED TO O / ME PRO-ER1Y,Wa"r our Nor LMRIEO TO EASU EN/S L) BASS OF BEARING.`PLAT OF COLLINS LAKE,RECORDED UNDER VM 6 OF PLATS PAGES 64 TO 67 COLLINS LAKE <j"m AUDITOR'S CERTIFICATE Y DRAWG NO 533" DRAM ENJ DATE.03/24/77 ¢ ! SURVEYORS CERTIFICATE �j'= nLED FOR RECORD IRIS ?_p_DAY OF]C!�lQ ram,.20�AT lC�-.D?,pw, THIS MAP CORRECTLY REPRESENTS A SURVEY Aspen A PORTION OF ThlE W-m UNDER AU0I FOR'S FILE No.7 b7I-A a7 CONFMADEORMANCE RM ME LY7 UNDER MY REQUIREMDIRECTIONENTS /N � (p", � CONFORMANCE N1M INf REQUIREMENTS OF THE F.-IN IN VOLUME N3 OF SURVEYS,PAGE RCS SURVEY RECORDING ACT AT THE REQUEST OF ¢ Land Surveying NW%OF TFE SE%4 AT THE REQUEST OF eC�n Laid 2n ing LLG. RECORDING FEE J157.00 .i r IjP C=Yv By.� A`28406�� �a. T T !-� SEC.31, T 23 N,R 2 W, W.M. B DAVID FREDERICK eyDNA i,aa yJQ at TheLPwfiq in Key Center LLC L LABa g MASON COUNTY, WASHINGTON 1 ' 1. P.O. Box 124, Vaughn, WA Btl3B4-OL24 d W ----- - 82nd Street, KPN, Gig Harbor. MA 98329 COUNT AUDITOR /N MARCH, 2017 (', DAN18L B. JOHNSON (253) 303-0270 FAX(253) 303-0273 MC.NO.28408 LO 'Z �ieo 0 on Abe Val�� . nor�s ►n�1ec Name &DE l 1` Parcel# 6J 0OU'?3 BLD# o Mason County ;, n [ �;r 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 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 = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = Length of drive begins at the right of way Parking A X C� X = Any paved, gravel or packed area per definition above table &tAA( Patios/WaIIfil vl' = 7XXX,, = Any paved, gravel or packed area per definition above table = 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) 0 If the Total Impervious Surface Area ' LESS THAN 2000 Square Fe t, ease read,acknowledge and sign below. Based Upon the information you have prov`i t/ 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- describegd-prQKrty for re 'ew an inspection as may be required. X Owner A ent/Contractor(circle one O 1 g )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 00- iDt s ^�'4Qg9��Sf p�FD�'i 66 291 S 00z L as'far. 107 1KFF,b*.58S :,S-1 M�Zl=4� /fit b 4#� e �s� s a a go v 9/ b ��b?•?L� (U°� V iV 1. z G b +� 60 OP 6/ OZ g �;/�' 4 " � ��.i9r• j ,��a9 .acoy l/�� u ' �M b b, a a f 2 7 f ' sec z 9 z r.r 7 Ob,,O001 cy — l y � 69 ^b ra sr_ a a 9 V J� Collins Lake •—�_ 1 71 f t mot. 20 ft. contours Collins Lake elevation: 417 ft. �- � Retrieved 7.21.17 from http://mapmason.co.mason.wa.us/website/mason/viewer.htm RECEIVED OCT 17 2017 615 W. Alder Street PLANNING FREDERICK RESIDENCE fvW 10 # 22331 -50-00022 -b41 NE GOLLIN5 LAKE OR BELFAIR, NAB g8588 �DESIGN DATA _- --� v CODE: /2015 IBC,,IFG, IMU, UPC,&N5EG II _ _ `-� ~ W oe TYPE OF CONSTRUCTION: V(FRAMED CONSTRUCTION)RESIDENTIAL --�- _-----~'� " HEIGHT: 25'0" Illi - ��-�^-`� W 2 5 1 LIVING AREA: 1,418 50 FT -- m Z MAIN FLOOR:168 50 FT UPPER FLOOR:110 50 FT I --' W�i id DECK/PORCH AREA: 211 50 FT �-� ul WIND SPEED: 110 MPH-EXP05URE B SEISMIC: 02 SNOW LOAD: 30 P5F 501E BRG: 1500 P5F -•�—�-- ` --. GENERAL NOTES CONTENTS EXTERIOR ILLUSTRATION < OL TO THE BEST OF MY KNONLEDGE THESE PLANS ARE DRAWN TO COMPLY kV/OWNER'5 SPECIFICATIONS AND ANY A-1 COVER PAGE Q/ CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE DONE AT THE OWNER'5 AND/OR BUILDER'5 EXPENSE& A-2 PROJECT NOTES w RESPONSIBILITY.THE PLANS DESIGNER 15 NOT LIABLE FOR ERRORS ONCE CONSTRUCTION HAS BEGUN.WHILE EVERY A-3 FLOOR PLANS ', EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID M15TAKES,THE PLAN'S DESIGNER CAN NOT A-4 EXTERIOR ELEVATIONS O GUARANTEE AGAINST HUMAN ERROR.THE BUILDER OF THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS A-5 FOUNDATION&FLOOR FRAMING PLANS V PRIOR TO CONSTRUCTION AND BE SOLELY RE5PON5IBLE THEREAFTER. MEASUREMENTS ON THESE PANS MAY INCLUDE q_b ROOF FRAMING PLAN&TYP.WALL SECTION SHEATHING THICKNESS.ALL CONSTRUCTION MUST COMPLY WITH CURRENT LOCAL BUILDING CODES: A-'I BUILDING SECTION-A DATE' ✓2015 INTERNATIONAL RESIDENTIAL CODE(IRC) A-8 BRACED WALL PLANS&ANALYSIS ob/29/2017 INTERNATIONAL FIRE CODE(IFG) A-9 INTERIOR ELEVATIONS UNIFORM PLUMBING CODE(UPC) NIA 2015 WA51-IIN6TON STATE ENERGY CODE RECEIVED SHEET 2015 WA51-1INGTON STATE VENTILATION&INTERIOR AIR QUALITY CODE A-1 I 615 W1. Jdar Street 5TRUGTURAL NOTES WINDOW & DOOR NOTE5 DOOR 5GHEDULE 1.ALL FRAMING AND OTHER WORK SHALL COMPLY WITH THE 2013 Mr.FOR EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH NUM3 R 51ZE OTY RIPTION TEMPERED IU-FA T R HEADER 'CONVENTIONAL CONSTRUCTION'UNLESS NOTED OTHERWISE AS MORE SILL HEIGHT HOT GREATER THAN 44"ABOVE THE FINISH FLOOR HEIGHT AND DO' 8 1 ING -PAN 02 b HIND -T5 RESTRICTIVE. SHALL HAVE A MINIMUM OPENABLE AREA OF 5.150.FT. EGRE55WINDOWS D 3 8 P CKET• 0 R P 0.32.ALL PRE-MANUFACTURED COMPONENTS SHALL BE BRACED AND $HALL NOT HAVE AN OPENABLE AREA LESS THAN 20"WIDE OR 24"HIGH. 8 D 8 HIN -T5330ANCHORED AS SPECIFIED BY MANUFACTURER. 8 P KET- RP 3.ALL ANCHOR BOLT$AT'SRACED WALL PANELS'(8WP)AND'ENGINEERED ALL WALK-THRU DOORS SHALL BE SOLID GORE 9 8 8 HINGED-TS .SHEAR YNALLS'SHAJ.RECEIVE 3"SOU.X 1/4"PLATE WASHERS UNLESS 01 3068 1 EXT,HINGED-DOORE21 YES 0.3 OTHERWISE NOTED,PROVIDE S/8"DIAMETER ANCHOR BOLTS AT b'-0" INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOMED11 4068 DOUBLE HINGED-T53300 0.3 O.C.THROUGHOUT(12-MIN.$PAGING,6-MIN.FROM PANEL ENDS AND 68 1 EXT. OUBLE HINGEDGLA55 YE5 0.3 8 OWNER PRIOR ORDERING BOTTOM PLATE SPLICES). NINDOW 56HEDULE 4.BLOCKINWHAILING 6 BRACING PER IRG TABLE R602.5(1)6 AS SPECIFIED DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1.W TIGHT I-rMNG BY TRUSS MANUFACTURER. SOLID GORE DOORS WITH A RATING OF 60 MINUTES.DOOR SHALL BE SELF NUMBER SIZE QTY DESCRIPTION EGRESS TEMPERED DIVIDED LITE5 U HEADER 5.ALL GABLE ENDFWLL TRUSSES SHALL BE CAPABLE OF TRANSFERRING FT OR CLOSING WOi 650 H 1 SINGLE HUNG YES /1 u3q MIN.IRE'CONVENTIONAL'DRAG FORCES TO THE TOP PLATE BELOW(1bO H IN L H N 0. PLF RECOMMENDED).TRUSS SHALL A FASTENED TO THE WALL BELOW EXTERIOREXITDOORSWILLBE96"MIN.NET CLEAR DOORWAY SHALL BE 32" SH ING H N 1WI 16D TOENAILShT 10"O.G.MAXORA5 NOTED BYTHE TRUSS MPG. MIN.DOOR SHALL BE OPENABLE FROM INSIDE Y'6THOUT THE USE OF A KEY OR Y'(04 DH 1 D 8 H N /1 WU.N.O.PROVIDED 1-'SIMPSON'LSTA 24 NEAR EA END TO STUD IN WALL ANY SPECIAL KNOWLEDGE OR EFFORT,GLAZING IN DOORS SHALL BE DUAL 3 H IN L H N YE YES 1 v BELOW. WO 30605H SINGLE HUNG /1 Z PANE SAFETY GLA55 YUTH MIN.U-VAWE OP 0.606.ROOF SHEETING:1/2"APA SPAN RATED SNEATHIN6(OR 05B),C-D EXP. Y^101 361bR5 1 RIGHT SLIDING YE5 1/1 W09 4650FX 1 FIXED OLA55 YE5 1 wVW DD COMMON NAILS ATb'O.G.(BOUNDARIES AND _SUPPORTED PANEL EVOIWAND 12"O.C.(FIELD) VENTILATION NOTES Yv1� 2B40DH 1 DOUBL FIXED HUNG YE5 1 11 03 80" 111 zn- 1.FOR THIS INSTALLATION LOCATION,ALL CONTINUOUS CONCRETE W 12 30465Hi 2 1511,16LE HUNG IYES /1 10.3 1601, FOOTING SHALL HAVE 2-64 LONGITUDINAL BARS U.N.O.,CONTINUOUS m Z CONCRETE FOOTINGS SMALL HAVE A MIN.WIDTH OF IW AND MIN.OF 12" ALL COMBJSTION APPLIANCES WILL BE VENTED DIRECTLY TO THE BELOW GRADE. EMERIOR, LEGEND 3 a 8.U.N.O.,PROVIDE 1-TRIMMER AND 1 KING STUD AT OPENING$LESS THAN D'41'WIDE. FURNACE FIREBOX AND TANKLE55 MUTER HEATER SHALL HAVE OUTSIDE W x Z m 9.FOR OPENINGS GRATER THAN V-7•USE 2 TRIMMERS AND 2-KING COMBUSTION AIR SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES. - <� STUDS. I r- RE- CONCTE FOUNDATION YVALL 10.STUDS AT ENGINEERED SHEARYWLL5 SMALL BE 2Xb SPACED AT 16 O.C. ATTIC,SHALL HAVE VENTILATION EQUAL TO 1 SO.FOOT PER 3W 50,FEET OF L----J leleLJJ 11.STUDS SHALL BE DF,HF62(MIN.,CONCRETE SHALL BE 2500•PSI(MIN.), ATTIC SPACE. bN exrERIORY L REINFORCING BARS SHALL BE ASTM Ab 15 GRADE 40. TOTAL ATTIC S.F.-716 S.F./WO-2.56 SQ.FT, 12.SHEATH AL EXTERIOR WALLS W/Irr APA RATED C•DX OR 1176-APA PROVIDE MIN.40%VENTILATION AT RIDGE AND THE REST AT THE EAVES. 2x61w7t=Rion - RATED 050 AND HAIL WI60•b"O.G.AT ALL EDGES AND 12"O.G.IN THE wnLL FILED.ALL PANEL EDGES SHALL BE SUPPORTED, VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN AND SHALL BE 13.INTERIOR BRACED WALL PANELS SHALL BE 1/2"GYPSUM WALL BOARD COVERED WTTH GALVANIZED Y'URE SCREEN.OPENINGS SHALL BE LOCATED 7J(I INTERIOR Y'NLL YU O.Obb'DIAMETER BY 1.5/6"LONG NAILS OR SGREYiS AT 1'O.G.IN TO PROVIDE CROSS VENTILATION. tu PANEL EDGES AND IN FIELD. o RAu.iN6 14.PROVIDE DOUBLE JOTS.UNDER ALL WALLS RUNNING PARALLEL TO EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, O JOISTS. PROVIDE 90 GFM(MIN)FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN ® ✓w.I.HEAreR�Nr �f 15.PROVIDE POSITIVE VENTILATION AT EX END OF EA.RAFTER SPACE AT BATHS CONTAINING TUB AND/OR SHOWER AND IN LAUNDRY ROOMS. L VAULTED CEILING AREAS. O SMOKE DETECTOR 16.PROVIDE FIRE BLOCKING,DRAFT STOPS AND FIRE BTO/S AS PER I.B.G. GARAGES SHALL BE VENTED WRH 60 SQUARE INCHES LOCATED 6"ABOVE SEC.R502.12. THE FLOOR SURFACE. ® corMOKE vErecroa W 11.PROVIDE POSITIVE CONFECTIONS AT EACH END OF ALL POSTS AND Lu COLUMNS TO RE51ST LATERAL DISPLACEMENT. UNDER FLOOR SPACES SHALL HAVE VENTILATION EQUAL TO ONE 50.FOOT CXNAUST FAN O PER 150 5Q.FEET OF FLOOR SPACE.VENTS SHALL 0E CAST INTO THE FIN15H NOTES CONCRETE STEM WALLS AND COVERED MTH GALVANIZED"RE SCREEN. VENTS SHALL BE LOCATED TO PROVIDE GROSS VENTILATION. EXHAUST FAN w HEAT LAMP TOTAL CRAWL SPACE 50.FT.-166/150-5.12 SQ.FT.REQUIRED RENDERINGS ARE NOT TO SCALE;ALL RENDERINGS ARE FOR ARTISTIC WX16'SCREENED FOUNDATION VENTS•.50 SQ.FT.5.12 50.FT./ .50 5Q. DEPICTION ONLY.PLAN UPDATES MAY NOT BE REFLECTED IN FT•10.24-11 56REENED VENTS EQUALLY SPACED AROUND EXTERIOR OF INTERIOa EuvArION OALLOUT DATE: RENDERINGS.RENDERINGS SHALL NOT BE USED FOR CONSTRUCTION. ® OBI2gIZO1� DRAWL SPADE. FINAL FIN15HE5 SHALL BE CONFIRMED WITH THE HOME OWNER PRIOR TO WILDiN65EcnON Wr uwe � . APPLICATION. \AMi�J ❑ rxNDowsYMeoLacewNDowxwewLel NlA ray SHEET: D06 DOOR SYMBOL(5EE DOOR SCHEWLE) 2^ l - El z I I x d I MABrEI[ODRM tra•x era e`F § Z l a, e• 2 „I BEDROOM n § I Y W OG M P II La P I� bl IL- 1� —� ®P®»I 4 z z 12 9 vn • r 7+ 4 _ ® I g lu Q try",;.• a..... § 0"I" § I h • ® Y bf•i,3t,' � • t I I ► = z OH o .. © ®_ _ 0 r. ra wit va w-r�nn is EL r O IL MAIN FLOOR PLAN UPPER FLOOR PLAN U-- SCALE: 1/8"=1'-0" JIM SCALE: 118"a 1'-0" wire: ow�arloti swt�e: sneer: A-3 a O,— w 6� 10 Lu ¢ "'� v a mZ� EAST ELEVATION n SOUTH ELEVATION w Z SCALE: 1/8"= 1'-0" OL a a p p W p ff Lu W DATE 0 612 9/20 1'1 5GALE: it WEST ELEVATION i�NORTH ELEVATION ELEVATION 5GALE: 115"= 1'-0" ry / SHEET: �y 5GALE: 1/8"= 1'-0" A-4 /A utsi wos.asn•,roc. - _�I [[ z(y 3 Lu vu Lu25 5 WW _ry w C Z m FOUNDATION & MAIN FLOOR FRAMIN6 PLAN z iT iT UPPER FLOOR FRAMING PLAN � SCALE: 1/B"= 1'-0" SCALE: 1/6"= 1'-0" 06 IL Z � O Z Q � o Z O F aA�\pe, � Ob/29/�017 5� 5HEET: >,�-t y.•�n-�--�,,. wor rnNerwcrlDN METAL ROOF TO OWNER'S SPEGy. MPS.Sawit TIW BSEB A 24.O.G. 8i4 AT 9112 MTGN Li RIR INSULATION 2 $ irr I g Y B� 7dFi e i/B'GWB N MAMORTIIUNlf�N'OL.AT W FR(M - CONTINUOUS S4ITTEItD _ PYDOWNSPOUTSTO--� i3 APPROVED DISCOAME ^ —— W 2XS TOP FLATH e W g BIaN6 PERoraeR'Berecti. 8' V TYVEKH000E V~TO CODE g I 1/1S'OSPONZATMING UPrER FLOOR CONSTRUCTION W ry DC 2XB WOOD STUDS is'O.L. 1. 15M FLOOR5 TO OWNER'5 6rEC5. QryQ T R31 INSULATION ON ALL WMPJOR WALLS O W BASE MOLDING TO OWNER'55rEL5. Sla'5UBFXOR V! m 2XS MUD SILL 2X10 TGI FLOOR Xt5-5 X 16'0 L. W 2 6 ^ 2X4 RIM JOIST m Z h g (2)2Xb TOP"TE J �$sZ 5-e GWB —w -- - W z10 L- 9 ��ROOF FRAMING PLAN SAW m DOE MEMO= 5GALE: 1/8"= 1'-0" rtNISMFLOMTOOWNER'SSPEG'S. BASE MOLDINS TO OYNERS SPECS. Z 2M MUD SILL XP SUBFLOOR 00 'n O 2"RIM JOIST 2X10 TSI FLOOR.O15TS 01Y O.L. V L TRCATED 2XS MUD S" R-SO FLOOR INSULATION 2 f 04 REBAR Lu 04 VERTICAL L REBAR 0 IB'O.G.EXTEND TO o' J OF THE FOOTIMS SASE.EXTEND 14'MIN.INTO I J STEMPHLL VArOR BARRIER LL 4 DRAIN O (2)w REBAR s. ,.-B.14, �1 TYP. WALL 5EGTION DAB: NO 5GALE ob�wzo�7 N srnLE: LNG U.L�y��S`0 1IB"�1'-0" F�ypSA 5r♦EET: A-b MPG.SU550R TRUSSES 0 24-O.G. �R IN5ULATION 7 S� W 07 1n \vv� LU m V Z 5b"H RAILING AT YULL� a 7 9TAR TOOOOE MA u.RISERER HCICIOHT 7-314" m= IN.TREAD OEPTH ID' `ix'.'vi•LooR.�S'S 0't �6%L BEAM NOTE ROOF LORCCL 1"BEAH ARGHREl.TURAL ,,1 W W 'A 6X5 B000000 EAN DESIGN PER OWNER'S W^ Z21 5PE0'S. PQ BEAM R.71 INSULATION y.IDI 11 STORAGE D09 Bb'H RAILING TO CODE 5TA; STAIRS Z O H J XS PT BEAM L 2X', •_OORl W50lb 0.c. 4xID BEA. bRAOE R9c INS...A-tON 11 {--� T EXb P05T 4X4 P.T.POST V LONORETE P.ER"IEEBAR Z 1 Q CD BUILDING 5EGTION - A DATE' is"=,I-oll oe/syso„ 5GALE: SHEET' I e n n o- o-- Y --- Yo---� I 0 �J o- — —O —'CIO — C k w s I y DRAWING LEGEND um, 2 — BRACE:YAALL 5E BOa ORKED YWLL a�'!tBOL ?lu UJI b ~ >ir W Q MAIN FLOOR - BRACED ALL PLAN iT UPPER FLOOR - BRACED WALL PLAN SCALE: 1/b"= 1'-0" Jill SCALE: 1/b"= V-0" Dane po<wnrn�w/wrmlIe.+ee,--_. �MMEatrn/ona�amawxPaR9�^�1 MAIN FLOOR BRACED WALL ANALY515 BWL# WALL LENGTH METHOD LENGTH REQ.ZONE 02 LENGTH PROVIDED w" °° / two—t"epol.liTA21 tops.J'yle —Atn WOO la dtapoppma.srgt7fYp pafRrn n nraae, A 32' G5-W5P 14.94' 16' .0e N1� Eaa .a°.lxnuaeat—.\ Q D— B 32' 05-W5P 14.94' 16, + u+ry FaflantopplteI.hwt W .2a' doUble oRR.a�a.nxtoepnaua. W R1prorang Mled 2xapml ana vttu Mtept j YY NwtlJ'vc tro ewrrw 0...1" v O 1 24' G5-W5P 11.24' 12' s M"""n-aa'la Mw2.4nnrop aroacdn�tptamxgwrq 0 2 24' G5-W5P 11.24' 12, M.s,— 4' ueepRea. Mw M.2,'� J c.m Vie oral of a nan 1e'ma. 3 24' lPFG 1 U-- ?+.'e ..s.mn.wneccw caaae la a nna o auclur panel i!RaIMy T UPPER FLOOR BRACED WALL ANALY515 Nm"" " "�' Ww paw ilpfM iRlyTb UlxtN--- Vm crosbucteper Mm.,De90 ArOevete Avlevxn H'Mneeq bb f BW W mn,2Do b L# ALL LENGTH METHOD LENGTH REQ.ZONE D2 LENGTH PROVIDED flwp.N ,W itxD,. mRaxwyp.e"TW 3I DI.TE' A 32' CS-W5P 14.g4' lb,B , r_� tRao -o.Molwll Ob/29r2011 32, CS-W5P 14.g4' lb' rate ppun°aapns ux ae 4 OtRV°ctte per c0°e FRONT ELEVATION SECTION BGALE: 1 24' G5-W5P 11.24' 12, ve•-r-o" 2 24' G5-W5P 11.24' 12, PORTAL FRAME ON BWL#3(SOUTH ELEVATION)DETAIL-NO SCALE SHEET: 3 24' G5-W5P 11.24' 112, IRG R602.10.6.3 A_8 t. R fiELI_ I �. o F rEt Li — V Z W s ` N 1 KITCHEN ELEVATION ^ KITCHEN ELEVATION ^ KITCHEN ELEVATION n LIVING ROOM ILLUSTRATION A 9 1/4"= 1'-0" `{ 1/4"= 1'-0" A'9 1/4"= 1'-0" V _w ILI 0 - 4 c ,�. .. w W KITCHEN/DINING RM ILLUSTRATION J BATHRM ELEVATION ^ Z LL1 I " `' 5 ENTRY ELEVATION 6- MUD RM ELEVATION _ DATE 06/29I201� BGALE: � tl4'�1'•0" s+♦eeT: A-9 oN Coo MASON COUNTY COMMUNITY SERVICES PERMIT ASSISTANCE CENTER: Permit No: •BUILDING •PLANNING •FIRE MARSHAL RECEIVED 615 W.Alder St-Shelton, WA 98584 -- . www.co.mason.wa.us OCT 7 2017 �ssa Phone Shelton: (360)427-9670 ext. 352• Fax:(360)427-7798 Phone Belfair. (360)275-4467• Phone Elma:(360)482-5269 615 W.°alder Street PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: VLCJ 0, F7.f7er,,U— NAME: liv1L MAILING ADDRESS: 41111 6161YvC MAILING ADDRESS: CITY:13/eane-•fox STATE: W,+ ZIP: 993la ;CITY: STATE: ZIP: I"PHONE: _!260 5-09 k yz PHONE: CELL: 2nd PHONE: EMAIL : EMAIL:davi ecerccL L&I REG# EXP. PARCEL INFORMATION: Oki) PARCEL NUMBER(12 Digit Number): �`-7331 ,50000.23 Zoning: / Al Oki) � /a S LEGAL DESCRIPTION(Abbreviated): 11lGtJ%/ a-,C t9,e S E-%, 5 .3/ 7-:I3 n/, h!,L✓/4 SITE ADDRESS: 85-1 NE- Col/Ins /_ccke bg CITY: DIRECTIONS TO SITE ADDRESS: �t �&, , WT a•, fv /UE CD1114S 1oc,r%o fie. TYPE OF JOB: NEW A_ADD ALT REPAIR OTHER USE OF BUILDING reS tc�enc� LOCATION OF FIXTURES/UNITS—IST FLOOR__&2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNJ'S Type of Fixture No.of Fixtures Fees Fuel Type:Electric V LPG Natural Gas Ductless, Toilets / Type of Unit No.of Units Fees Bathroom Sink / Furnace Bath Tubs —' Heat Pump Showers / Spot Vent Fan / Water Heater / Propane Tank / Clothes Washer / Gas O s GL Kitchen Sinks I Woo Gas ellet Stove Dishwasher Kitchen xhaust Hood / Hose bibs / Dryer Vent Other Solar Panel 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 INVALIDATE THE APPLICATION. Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT J� Z-t3- PLANNING DEPARTMENT FIRE MARSHAL Visit us on-line: http://www.co.mason.wa.us/community_dev/ Rev:1/27/2016 JBN o ��... MASON COUNTY COa' MUN'ITY SERVICES ��� - /(��� PERMIT ASSISTANCE CENTER: Permit No: •BUILDING •PLANNING •PUBLIC HEALTH•FIRE MARSHAL Pnoid b� 615 W.Alder Street,Shelton,WA 98584 RECEIVED Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone Belfalr.(360)275-4467•Phone Elma:(360)482-5iB91 � At`v1" 2017 1834 �i t, BUILDING PERMIT APPLICATION 6!5 AlderSbv* PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: David, 0. Frec(er,��L NAME: <:: yaW f, MAILING ADDRESS:_ 14)t 1 6 Ied5oZ MAILING ADDRESS: CITY: Qrems-foA STATE: WA- ZIP: $3tD CITY: STATE: ZIP: PHONE#I: 3(oD-tq -3- ro y�2, PHONE: CELL: PHONE#2: EMAIL : EMAII,:p(Cty+cQ.�rt'cit�iclC® ,eco eQyasis,ccm L&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME Da1,tt• 1='reeCertclL EMAILeIQu It fy-edereck-&-'ieLc eet�usi5. G�wt MAILINGADDRESS_4111 hie Soe a4tr- CITY l3rg,,wr'fow,. STATES ZIP 98J/D PHONE % CELL Z(o& S'b 9 F&5e A PARCEL INFORMATION: Nv\ e( : I e 1I PARCEL NUMBER(12 Digit Number) a 3 31 6 D 0 00 a3 ZONING n hDY j>7 ' /Q pt LEGAL DESCRIPTION(Abbreviated) NW� any SeG31 T.73N R�1✓ w,M• FIRE DISTRICT SITE ADDRESS f 11%Lakes D4 CITY -aMl� a_ DIRECTIONS TO SITE ADDRESS 08st on Fair—TQ ku y�c 2iQ 21- o n -la M67 s IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NOX IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKER RIVER/CREEK❑ POND ❑ WETLAND51 SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW/k ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) ►r651d e-Vt to IS USE: PRIMARY❑ SEASONAL)' NUMBER OF BEDROOMS ;9— NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) YES(Part[s]of Bldg) ❑ NO ❑ DESCRIBE WORK Y)5 5 / ""t reS 1�C� SOUARE FOOTAGE: (propose+existing) 1ST FLOOR '76� sq. ft. ZND FLOOR 7/0 sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. ft. DECK /1 sq. ft. COVERED DECK sq.ft. STORAGE sq,ft. OTHER sq. ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL LENGTH W H BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING X PLUMBING IN STRUCTURE? YES`X NO❑ Ifyes, attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES ❑ NOJ EXISTING SQ.FT. EXISTING BEDROOMS O 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 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 160 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 f E� 6�� . /0 —/ /5�_ Signature of OWNEIR(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT Z PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH