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HomeMy WebLinkAboutBLD98-01054 Final SFR - BLD Permit / Conditions - 11/25/2008 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 IP14 Shelton, WA 98584 Q' )I S I RESIDENTIAL BUILDING PERMIT BLD98-01054 OWNER: LARRY PARKHURST RECEIVED: 11/3/1998 CONTRACTOR: LICENSE: EXP-. ISSUED: 6/9/2000 SITE ADDRESS: 146 NE MOW LN BELFAIR EXPIRES: 12/18/2007 PARCEL NUMBER: 123307590021 LEGAL DESCRIPTION: TR 2-A OF SURV 2/145 LOT: 1 OF SP#2622 PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE NORTH SHORE SAND HILL BELFAIR MANOR MEEKS HILL RIGHT ON MOW LN IMMEDIATE LEFT 200' ON RIGHT General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 4 Type of Constr.: 5N Type of Use: SF Insp. Area: 2 No. of Bathrooms: 4 Occ. Group: R3U1 Lot Size:0 Desk: 288 Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: 0 Building:3,244 Garage-Attach 720 Valuation: Building Height: 26 Occ. Status: Primary Basement:1,076 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: 0 Ft. Front: S 125.0 Ft. Shoreline: 0.0 Ft. Water Body: Rear: N 50.0 Ft. Slope: Ft. SEPA?: No Model: Width: 0 Ft. Side 1: E 40.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 500.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 2 Adjust Plan Check Fee MJB 5/8/2000 $165.75 53676 Hosebibs 4 Ventilation Fan 5 Building State Fee MJB 5/8/2000 $4.50 53676 Kitchen Sink 2 Woodstove 1 Building Permit Fee MJB 5/8/2000 $1,402.25 53676 Lavatories 4 Mechanical Fee MJB 5/8/2000 $93.50 53676 Showers 1 Mechanical Base Fee MJB 5/8/2000 $22.00 53676 Water Closets (Toilets) 4 Plumbing Fee MJB 5/8/2000 $138.00 53676 Water Heaters 2 Plumbing Base Fee MJB 5/8/2000 $20.00 53676 Bath Tubs 3 eled Permit/Plan Check NJP 3/3/2003 Clothes Washer 2 EH Permit Revision CMH 10/1/2007 $35.00 B12007000 Plan Check Fee RTB 10/2/2007 $64.00 612007000 Building Permit Fee RTB 10/2/200711.25 612007000 Building plan check* KW $745.71 48722 EH Plan Review $50.00 53676 Total $3,553.09 BLD98-01054 Please referto the following pages for conditions of this permit. 1 of 3 Inspection Line (360)427-7262 MASON COUNTY PERMIT ASSISTANCE CENTER Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 N $ Shelton, WA 98584 i RESIDENTIAL BUILDING PERMIT BLD98-01054 OWNER: LARRY PARKHURST CONTRACTOR: RECEIVED: 11/03/1998 SITE ADDRESS: 146 NE MOW LN BELFAIR ISSUED: 12/09/2000 EXPIRES: /09/2000 PARCEL NUMBER: 123307590021 LEGAL DESCRIPTION: PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE NORTH SHORE SAND HILL BELFAIR MANOR MEEKS HILL RIGHT ON MOW LN IMMEDIATE LEFT 200' ON RIGHT General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: 4 Type of Constr.: 5N Type of Use: SF Insp. Area: 2 No. of Bathrooms: 4 Occ. Group: R3U1 Lot Size:O Deck: 288 Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: 0 Building:3,244 Garage-Attached 720 Valuation: $202,394 Building Height: 26 Occ. Status: Basement:1,076 Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: 0 Ft. Front: S 125.0 Ft. Shoreline: 0.0 Ft. Water Body: SEPA?: No Model: Width: 0 Ft. Rear: N 50.0 Ft. Slope: Ft. Shoreline Desi Side 1: E 40.0 Ft. g"" Year: Serial No.: Side 2: W 500.0 Ft. Comp. Plan Desi .: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 2 Building plan check' KW $745.71 48722 Hosebibs 4 Ventilation Fan 5 EH Plan Review $50.00 53676 Kitchen Sink 2 Woodstove 1 Adjust Plan Check Fee MJB 05/08/200 $165.75 53676 Lavatories 4 Building State Fee MJB 05/08/200 $4.50 53676 Showers 1 Building Permit Fee MJB 05/08/200 $1,402.25 53676 Water Closets (Toilets) 4 Mechanical Fee MJB 05/08/200 $93.50 53676 Water Heaters 2 Mechanical Base Fee MJB 05/08/200 $22.00 53676 Bath Tubs 3 Plumbing Fee MJB 05/08/200 $138.00 53676 Clothes Washer 2 Plumbing Base Fee MJB 05/08/200 $20.00 53676 Total $2,641.71 BLD98-01054 Please refer to the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD98-01054 CONDITIONS FOR BLD98-01054 1) All approved plans are required to be on-site for inspection purposes. If inspectio is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour �m 1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X 2) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO ST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X --C 3) The app ved plot plan is required to be on-site for inspection purposes. If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-inspection fee in the amount of$42.00 per hour(minimu hour)will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X 4) UMC Chapter 7. In buildings of unusua t construction, fuel burning appliances shall obtain combustion air from outside (excluding cooking appliances and clothes dryers). X 5) ALL CONSTRUCTION MUST MEET O EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF(erR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x 6) Changes to approved building plans that effect compliance to the 1991 Jashington State Energy Code, 1991 Ventilation and Ind it Quality Code, the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 7) CONSTRUCTION PROC S BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE.x 8) All property lines shall be cle rly identified at the time of foundation inspection. X 0__ 9) This application�Fect to Buffer and Landscaping requirements as established unde Mason County Ordinance 1.03.036.X BLD98-01054 Please refer to the following pages for conditions of this permit. 2 of 3 1'0 The use, handling and storage of hazardous ials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 11) Provisions for surface/subsurface drainage c ntrol must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction whic posed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work wh ch affect your project. X 12) Proposed structur or any portion thereof greater than 30" in height from g(at Line, must maintain a minimum of 5' setback from all property lines, easements and 10' from all County and State Road right of ways. X _ 13) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X -YL-- This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before buildi an b occupied. OWNER R AGENT: DATE: U� BLD98-01054 Please refer to the following pages for conditions of this permit. 3 of 3 r CONCRETE MECHANICAL . N MANUFACTURED HOME Footings!SetbacksData By +C#aa Piping Rlbbona. Interior Date By Interior-Date By Do" By Ixteft Date By Exterior-Date By Set-UP Mint Load i Isolated Footings INSULATION t oke Date By BG f SLAB INSULATION By Data By FIRE DEPARTMENT Foundation Wall* Floors Date By Lwe By Date By DECKS FRAMING waft Data By Date B Data By y PRUPIANE TANKS I ....... ... PLUMBING Vault [Sate By Date By OTHER Groundwork Date Data By Cate By T�pe; Data By DXV DRYWALL Type: Date By Int Braes Wall Date By W -° DWO By FINAL IlV�PECTFt�t+(' r 2 Water Line :Dale e Ssperation �n Data By By Data N / - S C�4� By1FD . o Kass air Request Inspect. rn Type of Insp. Fail Date Date Done SY Comments t N­4 � c�r✓� l-ooTrN /�S-s" -/�-U� -�G� 79 g o i � _ I CONCi;ETE MECHANICAL MOBILE HOME Fooungs-,-,etbackA date by Ribbons date by Gas Piping ✓T— date b Foundation Walls — date p b Set Up date INSULATION date by BG/S°.AB Insulation Floors Final date by date by date by FRAMING _ s Walls l ' FIRE DEPT. r,te / © by date , 1 b L<'° date by LUMBING Attic _ THER Groundwork date IL �� 7L, � by �j 1j date 77 by WALLBOARD NAILING D.W.V. date by date by - FINAL INSPECTION Water Line date � by date by date by 2,3 2-63 Q5 2� Xi �- y t�f� lZH • wry OWVI'- ter/ 70(X W� Ste` / T7�y IS41 f / f Lyls clYCe> O/ �f�cp b Pe&LRS e- o -fk+v I��LU� �/� 41 A*. a A 14vaZZ 41•e-el tv b� rIr -n vpwI-V Ur s vrsc of s f epcv.-�Co V- J? 3 -�13 �-xJ^-T- 'G/ci/=-r0 -ram �s 7, v'—� lt/1/ Cc��-c�i?�cI' �n��T/�•�f G � Z G _�� dL ,7•. 6 -c�c� ..J. r �i, Sri L Ai?,� 729 c- -2 -3%-� -r8-P 's A,-Id � l� "°lc .��,� O 2 Z3 o Z Gw L PA6mo 410/0 1 z JV ems- Z zz�as - �/20 0� - Prv��►r-ss �1` Lp a(RA, OIL, �r s March 30, 2003 Mr. Larry Parkhurst Voice 928-246-2144 Fax 928-343-0181 Swartz Engineering Kenneth H Swartz, PE 17505 NW Stavis Bay Rd Seabeck WA 98380 Voice 360-830-4762 SUBJ: PARKHURST BUILDING ENGINEERING ANALYSIS BASEMENT WALLS ON SLAB 1. Scope of Work. A 40' X 54'one story with a daylight basement residential building is under construction in Mason County. The basement floor slab has been poured. The main floor joists were to be supported by the perimeter walls and exterior thickened floor slab. The owner would like to change the main floor joists to span only to interior walls and/or headers, and a determination needs to be made if the floor slab can adequately support the weight of the interior supports without altering the concrete slab. 2. Analysis. According to the owner, the floor slab was constructed on natural grade (hardpan), is 4"thick, and has 6x6 welded wire fabric. The roof trusses span to the perimeter walls, and there are no load bearing interior walls on the main floor. The building is partially detailed in enclosure (1). I performed an engineering analysis assuming the slab is homogeneous, isotropic, and elastic; the reaction of the subgrade is assumed to be proportional to the deflection. I have conservatively assumed a subgrade reaction of 100 lb/in3. I did not account for the welded wire fabric. The calculations are attached as enclosure (2). 3. Summary. The foundation slab can support interior load bearing walls as detailed in enclosure (1) without alterations. The allowable supported area of the main floor shall not exceed 70 square feet. 4. Recommendation. Based on my engineering analysis, it is acceptable to support the main floor joists by the interior walls if the supported area does not exceed 70 sf. 5. Please fee ttty tact me if you have any questions or concerns. Z4 Pt??P,&iNSP � AI c MASON 1LVING = ROYAL Res ctfully, CH UBIECT A �qT eth H Sw SE P Ns � y� JD Sir N, -- -- r3LO , 03/2.11/2003 16:01 9283430181 MAIL BOXES ETC PAGE 03/04 Lower floor header s II Floor joists 12"on center Basement 11_ f Il 6x10 HIF— dotted lines represent joists 1/8 —1 -Q in each area - - - - - ----- Eli__-- - ----s ,< IL Ct. -to a ------ -- ------- - Floor joins 2x10XH1F Floor joists 2x10 HIF - _ __ _ ___ __ __ ___ _k ., ',----- - - n -- -------- -- ---C: -- - - - - - - - -- - � 41U0 WL4 Jf4 fOf'lIRIYS�10 CtrtCo>w MY _______ a b P 1 S' All walls supporting floor — joists are 2x6 framing -.-- -_______ f 8,ub wNh un for p,,yo,,,o„y Floor joists 2x10 H/F�_ Y 2x10 H/F - r_� -_-- - -- - -_______= a _ __ _ _ _ __ 14' I 2x10 HIF joists I' Bath I 200 HIF joists Greatroom �r Bedroom 2x10 H IF joists 2x10 HIF joists KITCHEN Bedroom Dvv-L, � /Z - 03/2Q./2003 16:01 9283430181 MAIL BOXES ETC PAGE 04/04 -- —————————— —� I ------- --------------- -_---- —, I I I I I ' Foundation I I i 1/8"=1'- 0" 8'x8"concrete wall i Step in elevation j 13 I Garage foundation wall I I I 2'x6" I I I I I axe foundation piers I 'x t "-12" below grade �l i 2'x6"concrete wall_ � � � I I I I --, rI I I _ --I �--- ,a I I j 8'x8" concrete wall,--' I I I � I f I SCI joist 600 series 16" i 1 Q 12" on center i I I I I � I I Thickened slab for � wall bearing floor joist I � b I I ---------- --J I I I I -&;02 footin I I I I I 2x6 frame wai I i i i qy BCI joist 600 se es 16"r Q 16"on center �� 4 R-10 slab insulation__ I I I � f 8'x8" concrete wallr--:�,j f I I I t c�yT v� F'riv O a';lcrl 4' return 8'x8" I I concrete wail 2x6 frame wail � I I I I i I �llt3rnrr clay:,_,•. •. roK AP" U ff., . ,.i ------- ----------- ----- -------------� I MOST MEET ALL CUKKUM I --------------------------------------------------� 7/ vVASHINGTON STATE CODES l-'? M ► d -75 ►,G (v , , 1 Z I 2 .� 5511 I I vt _ c) S 9 I i I 2 c 5 ' I Letter marking for doors& BWP EL Ma Of windows refer to Window&Door TGarage door opening 6'wide x 7'high — — ' Q" schedule Deck approx 9'above Grade with Garage door opening 8'wide x 36"Guard rail. Bautsters 2"x 2" high x6 10 Fir``ara a door 9 9 set 6"oc. f headers L Deck support beam 4x8. Support 6x10 Fir Header for Bay windovpn posts 4x4 set V OC. i i/Z t�tl GARAGE study.Remainder 4x8 Hemfir#' Z 5/8"Type x drywall t-• 6x10 Fir Header for Bay g LA w rz door opening onto deck. Note:drawing shows Bay window looking onto deck I(, area. ,a ,yo s O �F h g wk t!< BWP LRP i�q BWP �. A;;_-4 —.3 W r � B � _ _, uz WF ABP r, KITCHEN >r ' DINING q g NOOK BWP D L O� ENTRY BWP r F ' o CLOSET Electric fireplace es 5+ BWP BWP LIVING 01 m uro 2x8 pressure treated foist 16"oc ; E _...._ BATH A/ I IBWP � r yIBwP CL,,, . 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Instal Eled snple auras orw tnasaxy opx,in{ls. e r/..r.wn�rerw rr ran I Ito>aJe. rUeO - - — Site per weal coda. rG /t w1 rw.>.r r.r.rt er ►rrb rr err ZrS ..r.Y•r+� Chkwwp sW 41r d at beat 2 Yet _ .•A'- / .�Kat v1 -- _ WVtm then troy p01bn of Iha buPdnp _ ® R. -- F MMIt 10 Yet•b A*d"M be Mp than - YL.1 9 feet above tM polra whore the li, v.y dvnwwy penes tleomW the roof. I._r, =.��hr- �•- El - , q'.,f. Vewl�—1 All u tom` 1 JtAe,* y � Y I LM/i Lwtfi>oM-� / n- -- r thy' a'G r.(i ;d>•b0+ MVFi) \ I �'a •ilr!�T� _- 1 { . In -- N --- --- _ F- i-A r _.._ _ G/�r•.ttu►tlMa•'s`.c`.� T � __ - �- - lilt � Microsoft Expedia Maps - Printable Map Page 1 of 1 Print this page using the print function in your browser. tIl6� 1' Q L � (U r-I S'_. �`r`4 146 NE Mow Ln ,¢ a �u rt s> F Yp BqYp E w. jig, r AK MR by _ :3 i �•• 'Asp W gt'Si 'ir Wa kar{ K ©1998 hfcrosoft Corp and/or its suppliers. www.expediamapsisom'. Put your business on the map with Expedia Streets 98 on CD-ROM (http://www.microsoft.com/expedia/streets). With the most accurate place and address finder on CD, you can make and print perfect maps that clearly show the locations of your customers, dealers or friends. Buy it now online at http://www.microsoft.conVexpedia/buyit. Expe ia- a ps hftp:/twww.expediamaps.com Technical Support and Feedback / Terms of Use Privacy Policy 01997-1998 Microsoft Corporation and/or its suppliers.All rights reserved. S ''✓ ✓ ✓1 v JJ USA street mapping data®Copyright 1996 by Geographic Data Technology,Inc.All rights reserved. Use provided under license by Geographic Data Technology,Inc. 1Zy '� .../pnnt_map.asp'!UKL=http%3A%21�111o2N maps%2hmsn%2hcom%2k'isapi%21-'msmap%2hdll 10/26/98 3 11:.=J95E3Ft2323 :£ EN'.ERP:'E PAGE 7i X ' 4rHtigNNaY —'t �yjynS ! 1 Ra►rn awtt to aupport wooda0an t♦Ipat.nd m w r .►. desltranw M..on�o 7/t --- 3 D i � 1 I .' rr.e• - 1 I 2;::pa to 1 �-I 8r bobw top of 11{ a;cichrrg�rx1tl I �i house foundaht.'t JO ' C�•s.ellc u.► ... Grade nsutt t0 h01Jss E"betty to(,of ! kundsdoe well and ataps to �:onsmM•.emr.a' driveway IYO ! Grade W.*or:a to too of �t fuaong for sons W w+ds y^]I ':a.l.. ..1 v.r Grade Otiveway 7v wds horn a:npirp a wy hmxn douse Dorm's property line t'foot Dhow top . - with t'M to ZV of house ftwndeaon wag aFapay to mmh grade at Chad's driveway it mplYred 1 � wme 1-41 7.1 S"'i^from top of butog V*o to 6"below top of fw4ss tnurrdation t� v tinq vs- 9 ' ----vrM on spprtat t to t slops OM Grade level arse to top of foal-, j r continue out to Chads dtMwsy ~/1� 32's 32'from there 440.to c-r,w aA to Chad's dniveway and gr o-;.m ' To match grads at Chats wwewery j - •Y.,,4 !j2�g Im match basement 000ea0 f —03 I i se'/27* 7 66 � m r T \ i m N On � r n9 W 12 ,- cm Z C m f m -.� z -a - ---- m i �0 70 � rn Ol Ivio It:----------- ------------= � ,1 -3 l �1,8 wt D 73 m m c 6 571 N ui 61 r-) _ m A CD CFLD ,Y � Z. Cn C7 U'D A �o� 00 N X CD OD { � a s Q izooM kS � s r.-_ , ® ' Q m D m N 01/02,119=6 14: 43 01134956482028 LABELA ENTERPISES PAGE 01 12 r�rcLd� House PL1 revisions 1 st floor Attach deokto house ti note:Cpwing aft de&will be j �}X/(;//f K,�✓Z� bay dons Instead of wmdvwa as DECK drawing e"M O A -7 Living room Master Bedroom A 6reaktast nook Y ro a n s sIF7, Garage VV Dining room I 17V L A � b C = C Parlor j rn Bedroom S /r� Cl_l �� L7 u ((�/ v LIVING AREA 1068 cq ft 1 MASON COUNTY BUIMING DEPARTMENT SLAB INSULATION T'he illustrations shown below are typical installations. Other installations may be acceptable - when in doubt ask the Building Inspector for the area you are working in. It is recommended that you take some measure to hold the rigid insulation in place while you pour the concrete. Two methods that have worked well for area contractors are: 1) Spread two (2) inches of sand on top of the insulation to weigh it down and hold it in place; 2) drive rebar stubs through the insulation into the ground, spaced intermittently, to secure the material. 4 tow 2 tal:r .j�rl.r{ J��•�.:r. j' _`.fit..;: ~_.:: of c,-vteie corer $ZDZNG FL,1s OG FIASNXNG (TOP) M / CO (D - D E. '. Frostline or nunimum 24 inChtS— Monolithic Pour Zxg r AT PLAT � A ZN.50LATSON DECK PLAN EXAMPLE ONLY APPROVED JOIST HANGERS EXISTING BUILDING -;BEARING REQ'D FOR MFG.HOME CRIBE DECKING MATERIALS ��58'dors"r 16 N L � ES IBE Ldh APACING *DESCRIBE POSTS & PIER BLOCK SIZES & SPACI G t- . DESCRIBE RIM JOIST *D CRIBE BEAM SIZE & SPACING 11 if 0011 • DETaIL6 oR.autt ro 6c4LE v.,• . I'_m• oR . . t•_o•• , • VIETAIL6 PROVIDE 114- z ATION REGGAROW. MATEwaL6,81 =6,00Nh C;TI0N5, AND FINISHES FOR CONSTRUCTION. FOR A BUILDW-z SECTION PLEA_eE PR ADE� • ALL FRAMM MM-t8ER8 �MtD THEIR 81XE8 - ROOFF - WALL - FLOOR • HEIGM$ OF CRALLOPAcE,FLOOR°,, CEILM AND ADJAC N.T GRADE • FOOTING AND FOUNDATION slzE8. • INDIcATE CONSTRICTION MATERIALS AND mws-m: • $NOW N%LATION AREAS AND U-VALUES. • PROVIDE rt Off ATION ON $TRLI07URAL TIES AND FASTENERS WHEN USED. • VVNTILATION REQUIRMM IS 1 ea FT. OF VENT PER 150 8Q.FT. ATTIC/CRA.WL.SPACE AREA. VExrm Btu r,G EACH P,4MER BAY RAPr>x CLIP ELL IN ,AS RFQ'P, n ROOFMG MATERIAL= "2Lt� ROOF SHEAT7am TNICfQz--,5. bza YP _, Ct•t IL TTOht R?OF SYSTEMr /t/ 4 l i >u 5 :5:-.s;- 5 COL TOP otz DE LroP TE ROOF INSULATION:__ r-m' C YP.W. u LITOOF GYP.t0. R PITOI4: SIDING: MATERIAL: r WALL SI-iEATNIt-s REQ'D (Y /N .)L TNICIQZ54� WALL FR,4I1INs:_ X TE - WALL INSULATION: / - FLOOR FRAMING:: L ./ �/� % MIL 110L FLOOR INSULATION: FOOTINGx WIDTH: .a l� MIL ll �' FOOTING: THIC,NE88: Cross Section deScaic I/8" = I'o" STEM WALL I-IEIGI-ITs TYPICAL WALL SECTION i/ TYPICAL WALL SECTION WW-s Pf:E-EW5VZEfED STEM WALL TNICfQMSS: U5IN3 2 x 12 RAMFZ' ROOF TRt1SSE8. MINUIuM FoomG REINFORCEMENT: BEAR Ri=C�UIITS CONCRETEUldl ► Q, �_-� (2)#4 bars,typical all cases. L-------------- ]l1 x 19,kum ga-T 1f�laIlS 4 VERTICAL WALL REINFORCEMENT: ArIAV O.C.&I2"FF 1'UK1E IIQ5less: ------Y--- - (ED NX NZ&WMM) FtGt OC #4 bars not to exceed spacing of 18"on center ' 3 NlUfMMM 11 ORLONTAL WALL REINFORCEMENT: }IFRE03S{�8 '' ��im_tnslo`n'�" IIOf)'�OnW&tcCl :• Less than24"V 1#4bar #4 Ei4Et :•_f Ovu 24"to 36" 2 94 bars' (2) /4&IRS a.6"a Over 36"to 48" 3 64 bars' Q E 'Spacing not to exceed 18-on center,top bar placed E not more than T'from top of wa 1 FOUNDATIONS FOR STUD BEARING WALLS 1IL = GII— •�:,•.' ' MINIMUMREQU[REMENTS= fuppocted -mill� y;;•"` �` vyi lfjQ4ion ? width TYPICAL GARAGE SLAB (UNUFATEDSrACF.) 3 �4•, 8.. 18.. 10•'25/1?38 11; 24 6,0426r- ILITER-MT IkS(LLM(IRS FACE h'1 WI NDOW , ; DOOR SCHEDULI~, WvfvOws INCLUDE ALL WINDOWS, SKYUGHTS, SLIDING GLASS DOORS, FRENCH DOORS AND 9MRE DOORS, ANY WINDOWS IN DOORS(LESS THAN 10% OF AREA)MUST BE TAKEN OVT OF THE DOOR ARfiA AND PUT INTO THE WINDOW AREA ON THE SCKEDU L BRAND MODEL V-VALUE QUANTITY - SIZE TOTAL SQ. Fr. '.. -.0 Pit rJfil 70 TOTAL WINDOW AREA. DOORS FIB WL} MODEL U-VALUP- LOCATION SIZE TOTAI SQ. I'I'. TOTAL DOOR AREA :j :i O i I + M -- I i I I 1111111111 ROO-F TRUSS PLAN f I - - - - - - _ I rurr Y f J 1 4 NOTE, ALL TRUSSES ENGINEERED AND MMACTURI j - CHET'S TRUSS CO, P,O,B, 1980 Dr �� Bfil Wl 98528 AgCA5 1 PARKHURST / 40CG / 1 / 1 COM, GAB CAL 10- 14- 199B ' JT X— (LEFT) X— (RIGHT) Y RUN UP JT X— (LEFT) X— (RIGHT) Y RUN UP 1 00-00-00 40-00-00 00-04-03 00-00-00 14 15-01-10 24-10-06 00-00-00 15-01-10 2 05-04-14 34-07-02 03-00-10 06-00-09 15 10-03-04 29-06-12 00-00-00 10-03-04 3 10-03-04 29-08-12 05-05-13 11-05-13 16 05-04-14 34-07-02 00-00-00 05-04-14 4 15-01-10 24-10-06 07-11-00 16-11-01 1 00-00-00 40-00-00 00-00-00 00-00-00 5 20-00-00 20-00-00 10-04-03 22-04-05 5 20-00-00 20-00-00 10-04-03 22-04-05 6 24-10-06 15-01-10 07-11-00 16-11-01 7 29-06-12 10-03-04 05-05-13 11-05-13 8 34-07-02 05-04-14 03-00-10 06-00-09 r!'iET'S TRUSS CO. 9 40-00-00 00-00-00 00-04-03 00-00-00 9 40-00-00 00-00-00 00-00-00 40-00-00 +s ;;N.E.OLD BELFAIR HWY. 10 34-07-02 05-04-14 00-00-00 34-07-02 P. 0. BOX 1980 i i 29-06-12 10-03-04 00-00-00 29-06-12 BELFAIR,WA 98528 12 24-10-06 15-01-10 00-00-00 24-10-06 13 20-00-00 20-00-00 00-00-00 20-00-00 (360)275-0455 20'-0" 20'-0" 5'-4"-14. 4'-10"-6 4'-10"-6 4 '-10"-6 4'-10"-6 . 4'-10"-6 1 4 '-10"-5 5'-4"-14 12 12 5 4 6 3 7 10 ' -4"-3 10 ' -4"-3 2 8 4`3 1 9 4"-3 16 15 14 13 12 11 10 5.5 IN 5.5 IN 2'—O" BRG BRG 40'-0" 2.-0„ SUPLEFT: SUPRIGHT: 22'-4"-5 5'-4"-14 i 4'-10"-6 4 '-10"-6 4 ' -10"-6 4 '-10`6 4 ' -10"-6 4 '-10' -6 5'-4"-14 22'-4"-5 SCALE: 1 FT—. 1799" 223315 Va.00 s J CARPORT .AND COVERED , DECK DETAIL EXIST.SDW& EX15T.I'D11.L 5tiTb EXIST,2x 5riw 0 24'MAX. - NOTE: METAL FLISF{� RAFTW,D1 41 C a.W sa AND TFEIRS CON EGTION U2'058 R00F SNib YV ob'OG ARE BA`+EO ON TiE FOLLDW1µ5 A55Lt.p t'9ft Rf -`- RTED Pµg �. ROOF 5NT6 TO LED6ER NAIUN6 SC.NDL `�ERTk,&LOAD: FM lb"W, AND bd 6 Ad041�G ROOF DL=10 f5F 00 TILE FZCOF) OR LCC,& pN ��m %oH =25 f5F R00F65►L1TERIAL YUIr<J:EXPO G,w W t*G, /"\ MIN LEWER S1ZE MF4{W=1. ZX8 Rt,L / M K (0-10'DIST TO 6LD5) SEISMIC ZOFJF 3,501E 71'FE=3,I:1 BIRD ffC/1fH A7 =0 MW,OR=r 00-I6'DIST TO BLD6) 2X12 BF.ARDJS MAJ.OR 2X14 (Ib-20'DIS TT 0 M X44 KTN RAFTER s>zF ° � RA�TcR 5f Z LE XER TO EAON W,1LL STUD NAILIN6 5C4jX DISTA)&2a To 8111LD1i5 RAFTER Df42-�RAFTER 5aM " R)16d STSTAR�VW T�p� 12'Ix 2� �X 8 2-IO(4)-W STA66M 0046'DIST TO ELW) ` 16.x 2 X 6 2 X IO MLL6d 5TK6t(16-20'D5T TO BLDb) ,s 24'a 2 X 8 2 X 12 2 X 12 58'P OAR AT Eh END OF RAFTER FETAL 2 X µ E2K NANSER Sm pN LSUZ (2*RAFTER) 51Mf'SON L5WZ aX8 RAFTr� BE,4M SI Z�5 (D�#2) z c �PM-5E BEAM 5CrvL 51MF�ON L55=0(2=&P RAFTER)OR ECJUAI DISTANCE To W=[NS FETAL fbST G4P UWSOM AO4 AM COLLW S 4 X 4 4 X 6 �AC&(4X6 CCUhW OR 4 X b b' 4X6 4Xb 4Xb T' 4Xb 4Xb 4X6 10 MAX 8' 4X6 4X 4X10 4X4(04a DI5T TO BLDQ L b 4' 4 X 8 4 X 10 4 X 10 4)(b(10-Ib'DST TO BLD&) "T7 ' 10' 4Xb 4 X!0 4X6(16-20'DW TO BLD6) 0 Z aG � W � SEAM 5E,4I T q�., NQI AGGd'TABtt �'V' �— SPAN !•ELAL POST&LF(6AVAW W) SN't"U544 A" MW 5D L� f'� LCB46 AA*COU.W OR ��0 �: " ��� � DLSTANGE TO 9LD6. roonk&4 b'MIN i (fYP) 'ry W L=W + COLLFW(TTP) 8_Am rTY ) r3 - AGC�PTA91.t .Y r r !Z na"6= - 1-t 9t71'.DINb r-6•Mw FOOTW .0 3'C1R f,-2`00 PU W/ M L Y1 I ?) 2-44 EA rtAY_TOPgWT LATER AGGEPf 19LE STANDARD lZTAIL FOR A7AC HffD �---2.52 FTT& M•PISTAGL'To SLD6. RE51DENTIAL CARPORT nyp ) PLAN i.c.s.o.Oleic&F 9&LA CHAPTER xrs N.TS SCAT F PAT: DR BY jbB NO DI ib ND ' NOW: 33/M98 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Permit Processing/Inspections/Addressing Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Slabs-on-Ground with Nut and Turned-Down Footings Y," x 3"x 3"Washers !� DO NOT COUNTERSINK( C pL,AN� NUT&WASHER e '" "' ON THE • C3b Pressure treated plate or dec R SPL resistant heartwood of redwood , black locust or cedars. See notes below. Q i ° ., 3 W concrete slab tGrade ottW x 10"anchor bolt at 6'0"o.c. ° �, ° 2 bolts.minimum per Level plate section located not °a" b o �\� more than 12"or less Min. a "' a ' // �,'�\1 than 7 bolt diameters from the ends. 12" m Extend 7"into concrete. below ° ' ` '�� grade ° O of o Q � Slabs-on-ground with turned down footings shall have a minimum of one(1)#4 at the top and bottom of the footing. Footing Width: EXCEPTION: For slabs-on-ground cast Footing Drain 12"single story monolithically with a footing, 15"two story one(1)#5 bar or two(2)#4 bars shall be located in the middle 1/3 of the footing depth. (R403.1.3.2) Protection Against Decay (IRC 11319.1) Approved pressure treated material or decay-resistant heartwood of redwood, black locust, or cedars are required where: 1. Wood framing members rest on concrete or masonry at exterior foundation walls and are less than 8"from the exposed ground. 2. Sills and sleepers are located on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. R-10 slab insulation shall be installed to create a thermal break between heated and unheated spaces. The insulation shall extend downward from the top of the slab to the bottom of the footing. Roof Beam[2003 International Residential Code(01 NDS)1 Ver: 7.01.10 By: rich balderston , mason county dcd on: 10-02-2007: 10:50:34 AM Project: Parkhurst porch-Location: roof beam Summary: 3.5 IN x 5.5 IN x 8.0 FT /#2-Hem-Fir-Dry Use Section Adequate By:26.3% Controlling Factor: Section Modulus/Depth Required 4.89 In Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.18 IN =LJ526 Total Load: TLD= 0.27 IN=L/356 Reactions(Each End): Live Load: LL-Rxn= 500 LB Dead Load: DL-Rxn= 238 LB Total Load: TL-Rxn= 738 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.52 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6. : 12 Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Roof Loadinq: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor: UST 9E. Cd= 1.15 Beam Self Weiqht: ESE PL,AWD BSW= 4 PLF Slope/Pitch Adjusted Lenqths and Loads:T THE (� Adjusted Beam Lenqth: ON Ladi= 8.0 FT Beam Uniform Live Load: ��R IN ' �it3�' wL= 125 PLF Beam Uniform Dead Load: wD_adi= 59 PLF Total Uniform Load: wT= 184 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1267 PSI Adjustment Factors: Cd=1.15 CI=1.00 CF=1.30 Fv': Fv'= 173 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 1476 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 664 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 13.97 IN3 S= 17.65 IN3 Area (Shear): Areq= 5.78 IN2 A= 19.25 IN2 Moment of Inertia(Deflection): Ireq= 33.23 IN4 1= 48.53 IN4 10'5 BWP lam ' 1 BW El L c N � m ABP UTILI KITCHEN c e t DIMING A 4.R G4.P I I 1 _'� - z NOOK to UST MEET ALL CURRENT F F k ��tP �,� BWP C ASHINGTON STATE CODES Ei t N CK ' IT4 t 00 / 0 97 0 O ENTRY - F D Y m i 17 BWP CLOSET P We B Wood burning fireplace ry ,BWP ESE n LAN� MUST [3 ` tole IH S4 ON TE J03 SITE. FOR INSPECTION. c 0 �{ BWP t7 LIVING tDo Ic9 1v I —BATH' �� E 2c8 pressure treated joi 16"oc 2n STUDY B IBWP � w. OR {BWP /'�. SUBMI C�p1GES 1APPROVAL RK L" 5: BWP OI N nau�t. Rea', ' tO3 \41 A i� m 3 MASTER BDRM O BEDROOM CHANCa`-'.S rOR P., . MAST R 3MIT BATH r� G" ra BWP 1619 BWP L S 4 MEET hl' BWP A '�5. ... BWP A L I , ( i i-- a . Lq e. � d I i -! r 'T P. Of, 4- t--- - - e- �- - - - _ / d r Win. r I ? , I i Y .i- A, iqw-I -PT- 4 o i I I i ! I N_t�►Dc,'s it c � cL Ep , j T Oro �1NIU 1�► _ _ I �—_ PRQVAI-i NGES FOR A - ' SUBMIT C _pR101? TO PERrORMING I _ _T._ .T. - - - - - - -- -- - - ' r it 00 I i r I I a > , I PLA PLOT REVISION AAIE AP lot u �` o a am.— q- 1 . THESE PLANS MUSS' BE ON THE J O El 5 ei:tt etl3ass;�e:ers 5-;� ter' >k `,,W` `"'may TE � FOR INSPECTrON. M.4S,, q pp tno �, p roR�NTrR `gyp ,�. M, GFS E �RF4 p °hk ar ast Appj O;SjTF .�.. 44 It t S CHANGES v-5— LJ,4 WSMIT CHANGES FOR APPROVAL � PRIOR TO PERFORMING WORK MUST MEET ALL CURRENT WASHINCTON STATE CODES -- - r I ...._ _ i - I I i I I - i GE C-iI ANG�_- ---iI - �i -_ j S F,L j M - - INGTO II 4AN © 1v7r lBM F RREN7 i i I -v IiI -- II - It i , i I t--- I : , -' - --- - �- I _ _ i- 131,P IE ).3 30 7 S— A ( FILE . 1'119 v,1 & ,j COPY arZ � (4"'P� THESE PLAN,, MUST RV ON THE JOB SITE FOR INSPECTION. MUST MEET Ate CURRENT Documents attac ed to approved plans: wASHiNGTON STATE CODES k S AaeS Plan revie check ' Engineering: Y Lateral Vertical Number of pages 0 oZ �a-5 eJ' r'f a SO h CG • de- /4 If Q�e /ft.,c Cq /c , CHANGES SUBMIT CHANGES FOk A,PPROM PRIOR TO PFRFORIMING WORK REMSED 2L�5_DATE44!:42 APPROVED MASON BUILDING INSPECTOR CH GES SUBJECT TO APP VA DATE Request To Revise An Approved Plan Permit Number: - b 10 S� Name L-t-rv-LA PAeY--hu Parcel Number --75 _- gOOa--I Phone Number davigne c3l, a Project )ddress i,4LO nL M nLjL) Lea n E Mailing Address 'P.O. InX 3ad� 1 Q.n _ WA Gg 58�—I �.I l t_J '185 _ Please provide a complete, detai e cripti of the proposed revisions to the approved plans: Aaid pE a3 ate- q z Are two sets of the revised plans or addendum indicating the changes include�,? Yes ❑ No Are the approved site plans included? Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? s Q No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes\ No If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note: No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record 1 Does the proposed revision modify the footprint or location of the structure? ',�Yyes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included with this request? ❑ Yes ❑ No Additional formation: Applicant's signature C`� c`fLs �—� Date: /8 Sep r 0-2 Office Use Only Received by: Date nt Assigned To Approved By Date Original Valuation: $ B' 1 p Additional Valuation: $ P. la lC m Sq.Ft. x$ $ 9416io Sq. Ft. o�,3J1_ x$�97$ d Q EH Total New Valuation $ d l�JI Cr7 Additional Fees: Additional Planning Dept. $ Additional Plan Review $� aG Additional Conditions /Comments: Additional Building Permit $��//- Additional Plumbing $ Additional Mechanical $ Additional E.H. Dept. �� —� OtherAt - / $ Total Amount Due: $ Amount To Be Paid Up-Front$ � gee �2� ✓��c�.� • �--I �- D� ` PERMIT NO.: BLD S MASON COUNTY BUILDING PERMIT APPLICATION ��'3 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner 2 Contractor Name Mailing Address Mailing Address city, State Zip Code City State Zip Code Phone(1,60 31-L94Z Other Ph.(?60 ).27S 602-0 Ph.( -Other Ph.(_ Lien/Title Holder Contractor Reg. # Address Expiration J / SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic�Existing Septic Connect to Sewer System Name of Sewer System Well_X__Water System X Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. / / OD Fire District Z Legal Description d Sar�v 2 / 0 6 Site Address(Please include street name, stree n �r and city) Directions to site - °^' -` N Rr ill timber be cut and sold in parcel preparation? (Yes/No)_,6/,---> ^� Is your property within 200' of the following: Body of Water(Name) L v e, Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New-,&Add Alt Repair Other Use of Building i F�rlc Describe Work No. of Bedrooms_44_No. of Bathrooms SQUARE FOOTAGE-1 st Floor2.000 2nd Floo 3rd Floor...-- - ' Loft Basement ZOvO Deck:a,?e Other sq. ft. Garage 77.0 Attached Detached Carport Attached Detached MOBILE HO INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Typ of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approv first obt iai approval. 1< X Date�6-�_� T X Date FOR OFFICIAL USE BE OND THIS POINT L r ' r Accepted by Date)"_Submittal Amount Due 1 . � Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED' I CONDITJON CODES ........... . ......... .. Building Department /tl Occ Group 0 T "e Constr. S&) 5 O Planning Department Environmental Health Department Public Works Department 1 Fire Marshal Valuation $ 3Ct 4, Li d FEI*S .. _. Building Permit Fee I t_) 015 Site Inspection Y Plan Review Fee I Li S is ( I UFC Plan Review Fee Plumbing & Base Fee `s s' vD Public Works Review Fee Mechanical & Base Fee l < S Sc7 Other STA�r-� y Sp Wood/Gas/Pellet Stove Fee Other C Violation Fee Pre-Paid at Submittal ( y s•1 ) +. t< f.q. W11y TOTAL FEES :;+w�?i:v�: :.�•y2+r3i3frlf '1,+; �C ff.+..&j '::YfYh'JAS:f,.:F4•'.rf4'ff/...M+N.+C llF:u+ fF+F. r � � PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner&.41ziz y P.42,(t.jJ zi y t-t i. Contractor Name Mailing Address Mailing Address City 17s State&) Zip Code Z City State Zip Code Ph one,4C-�)173�3&!! 2.Qther Ph.�7S=-zez0 Ph.0 Other Ph.(� Lien/Title Holder Contractor Reg. # Address Expiration SEPTIC INFORMATION-Connect to New Septic_& _Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax jrcel No. / / Fire District , Legal Description — Site Address(Please include street name, street n ber a cit ) Directions to site 5 YA,V Is your property within 200' of the following: Body of Water(Name) Me, Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB Newt Add Alt Repair Other Use of Building g ov c Location of Fixtures/ nits 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric_ Type of Fixture No. of Fixtures Fees LPG Natural Gas Heatpump Toilets Type of Unit No. of Units Fees Bath Basins _ Furnace Bath Tubs Heatpumps Showers i'i ®7�v° 13 Vent Fans Water Heater Propane Tank Laundry Wsher erec utlets Sinks _ Z as/Pellet Stove Dishwasher �_ t Vent? Other6af 3,sa _ 5•"d Othe — _ Other Other Base Fee VO Base Fee �2•ap TOTAL PLUMBING i51c. TOTAL MECHANICAL I I S,SO A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. c first obtaining approval. Date I/0-zD-/e X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. . F3ET 'IRT(i+E 1111E i1wV{ VY< 1tPFRL7�F£p DENIE#3 ..<? )NDiTIClNCt)CfES Building Department Occ Group Type Constr. Planning Department Other Other .....................................:..........:........................„....:.............:::::::::...........:::...::_.::::::::::::::::::::::::::::::::::::::::::::._:::::::::::::::::::::::::::::.::;: ..........:..............::............:: ::.::.:.:.......................................................................................................................................................... Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal Violation Fee TOTAL FEES