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Home My WebLink AboutBLD2024-00434 MFG Home Replacement - BLD Application - 2/28/2024 MASON COUNTY Permit No bld I`tb9#,Lzb x COMMUNITY DEVELOPMENT MAR 14 2024 Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFO TT ON: NAME: Kima �y,r NAME: 1'/ 9 MAILING ADDRESS: 0 c MAILING ADDRESS: CITY:C3-c/Fes_,�S ATE:��Z ._J{-6,W CITY: STATE: ZIP: Cz PHONE#I: O O PHONE: CELL: PHONE#2: EMAIL: z EMAIL: Vm c L&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ Q NAME EMAIL MAILING ADDRESS 7 ( CITY STATE ZIPMai PHONE ELL PARCEL INFORMATION:PARCEL NUMBER(12 Digit Number) 12.3 16 13 060 00 ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS ;� 'M r J h n CITY DlItECTIONS TO SITE ADDRESS F r olN /47.s,� Q O w 0 rfh 0.l iAe (dry f�r,pl� ,dgtd e h r.t tty.ke .3ra� en;� F041L' � IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO,( SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check aN that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Gawge,Commercial Bldg,Eta) IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)Q YES(P Bldg)❑ NO❑ DESCRIBE WORK MFA Home .f - aa- SQUARE FOOTAGE:(pwpose4 1ST FLOOR 4 jW sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft, DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.fL Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF CT�HE/FLOOR PLAN REQUIRED* MAKE L 1 LC,fbf,�) H/ V MODEL �t t?�[L e YEAR ,�LEN�G/TH7Off WIDTH I�I T BEDROOMS �— BATHS SERIAL NUMBER f&rCr[nu J" N i'` ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING PLUMBING IN STRUCTURE? YES)q NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ N?�(, EXISTING SQ.FT. EXISTING BEDROOMS t;(11 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 8 void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) 14-1,4 Signature of-OWNER(Must be oforled by the OWNER I Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH t � f ► Mason County WA GIS Web Map a � 0 40 A 2624 - oo4'4 4/2/2024, 3:55:54 PM 1:3,056 _ 0 0.03 0.05 0.1 mi -J County Boundary 0 0.04 0.08 0.16 km No Filled ❑ Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,METI,Esri China(Hong Kong),(c)OpenStreelMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it.https://www.masoncountywa.gov/disclaimer.php Replacement new home is BLD2023-01195 \ / This home was,: demoed �x ►s�+� /�Ix70 (W/ EH APPROVED � ! y/ Rhonda Thompson 04/16/2024 � Shed Sf�Ps F EH Setbacks mi ,r A.) Drainfield/Reserve requires 10'setback from footing/foundations B.)Septic tank(s)requires 5'setback from all footing/foundations f C.) No foundation/Perimeter Drains within 30ft,downgradient of I Drainfield/Reserve area l V er1Rc:$hi �;>� ' D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 1 50ft,down gradient of Drainfield/Reserve area l ��r�►t:� irrtp�ft G ,/ r,1rt�Cr r vo _/ w Mason County WA GIS Web Map D�tJ C�QJD "w oCZ=.om17 06 m ° 0 72 W = ,cy%-r63, D ° 0° d m 0 0� a� `rae ^j� 3 qxm o'H 70 0 o Oti.fC^ fD N a m v� w3y� m rn � A v a j N E H O `F O 7 f.�yrr m co 3 w d a - -- - y c ate i r w c O 7 N rANI V (y10 V i rit� i 4/2/2024, 3:55:54 PM 1:3,056 0 0.03 0,05 0.1 ml L County Boundary 1) ' 1 T— � '� 0 0.04 0.08 0.16 km I No Filled El Tax Parcels (Zoom in to 1:30,000) Sources:Earl,HERE,Gamin.Intermep,increment P Corp.,13E8CO3 U303, FAO, NPS,NRCAN, GeoDase,IGN, Kedaster NL,Ordnance Survey,Esri Japan,ME11,Ear,China(Hong Kong),(c)OpenStreatMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of webade info,not liable for losses from reliance on it.hllps:/Mww.mosoncountywe.govldisclaimetphp �J 570L�� 1 -4v oh Iw��u,��►1daJ Sde�S pals 'V'�' CAL Xfsl f�-r5 Q I 6 OL (noPI4 I(VI "w%vod �AQK VI 1 re vk- cl� J7 12 it tt 4. 6 cO. tit Mason County Building Division MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS UNIT INFORMATION: *****Snow Load oZ5 Make.R i Wocd Model w I n '� year `cq bo Square feet Width 14 Length 10 Single/Double/triple-wide(indicate) NEW or Replacement (indicate) All footings must be min. 12" below natural grade within 24" of the skirting when perimeter blocking is required. When a relocated unit AND the manufactures specification are not available the HUD 24 CFR 3285 must be used for required pier plan, standards and set-up. Allowable Pressure(Pound Per Square Foot)No Allowances made for overburden pressure,embedment depth,water table height,or settlement problems Soil bearing is assumed at 1500 psi If set-up is using a greater soil bearing capacity a soil report from a design professional is required Fill(compact or uncompacted) Compaction Report required through Special analysis Peat or organic clays Compaction Report required through Special analysis SET UP SPECIFICATIONS: Manufacturer's Pier Plan ^.� HUD24 CFR part 3285 FOUNDATION: Check the type of foundation and attach detail plans from manufacturer's or the ANSI A225.1/ HUD24 CFR part 3285 Pads XConcrete(pre-cast) 71 ABS Pads (Poly) provide manufactures specification with capacities. -1 Continuous concrete footing (runners) Slab ANCHORING: ;1 Ground -1 Magnum -1 Concrete-2500 PSI O J-bolt O Expansion bolt For new units,this information can be obtained from the home retailer or contractor. Previously owned units,which manufacture's instruction are not available must utilize the HUD24 CFR part 3285 code for installation. Washington State law requires that a certified installer install manufactured homes. The undersigned I hereby acknowledge he/she does understand that the Mason County submittal and review processes will be based on the information provided herein and will be verified at time of inspection. X pplicant/Dealer/Installer(indicate) Date '�7 ti Name r1/;" Va-K YOOLlet- Parcel# / )-3 (y1 13 00D0V BLD#��7�)L'7 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'. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area 'All dimensions in feet Buildings 70 X X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X J = 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 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) 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 Plum tS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X—�-,�� AAA #alk� 1// Owner/Agent/Contractor(circle one)Date: � Z� �/ 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 I of 2 r • Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: 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 A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the 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. I Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 ✓ 1 ASCE ASCE Hazards Report AMERICAN SOCIETY OF CNIL ENGINEERS Address: Standard: ASCE/sEI7-22 Latitude: 47.484126 420 Frog Pond Ln Risk Category: II Longitude: -122.808129 Belfair, Washington Soil Class: Default 98528 Elevation: 221.30989422430483 ft (NAVD 88) �,�,ir Wotan P.r i� I f d f� LO s° I httpS:llascehazardtool.org/ Page 1 of 2 Tue Apr 16 2024 E� AMERICAN SOCIETY Or CML ENGINEERS Snow Results: 2 Ground Snow Load, pg: 75 Ib/ft 20-year MRI Value: 17.18 Ib/ft^2 Winter Wind Parameter: 0.35 Mapped Elevation: 266.1 ft Data Source: ASCE/SEI 7-22, Figures 7.6-1 and 7.6-2 A-D Date Accessed: Tue Apr 16 2024 Values provided are ground snow loads. In areas designated "case study required,"extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported 'elevation' and 'mapped elevation' differ significantly from each other. 2 Ground Snow Loads for IRC only, pg(asd): 52.5 Ib/ft The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. httos://ascehazardtool.org/ Page 2 of 2 Tue Apr 16 2024