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Home My WebLink AboutBLD2021-00699 MFG Home - BLD Application - 5/10/2021 o o co q PLOT PLAN PLANNING MIKE VEACH PARCEL 22325-50-05002 N 181 NE STEELHEAD DR S SCALE 1"=25' BELFAIR WA 98528 178.96' 13.5' EXISTING DF 1 W 4' c1 � y,�n@Ings AREA �� 42'to Mlssion Creek -----44"---- 42'to Mlssion Creek ��USC1NG�b� 24 Ul) m p 0 N�A k a�`� Proposed New MH n m o 4 T Ladin ndin .yO 29.6 2 Q Fns" M! N 38' RECEIVED MAY 10 2n9' 615 VV- Alder Street PLANNING : ALL SETBACKS ARE MEASURED FROM THE FURTHEST PROJECTION OF THE BUILDING Aft �� Fleetwood WESTON SUPER VALUE HOMES„ �� 2021 0� � �I 44'-0.. OFT,WDW Oif.WDW. O ___ �❑ a l — _ UTILITY BEDROOM#2 i ovr .1 . . __ - ° DOOR ..�. ...... :.:.. .:. ... ... _ KITCHEN _ DININ&AREA BATH 9'-3"x 11'-4 ! ! rK - °z wI ! S of BATH. _ :.... E 23'-4,. X 23' ALTERNATE ENTRANCE LIVING ROOM 17'111'-4" — ® \\ _ r_ - MASTER BEDROOM A` 11'-6"X 11'-4" i l�� G%y 'OPT CEILING _. 5EDR00M#3 FAN i ENTRANCE 0 E N ----- __ __ --P NNI RECEIVED ® . MAY 10 7n9i i N a _ BACKS ARE ME-ASURED 615 W. Alder Street FROM THE FURTHEST PR IJECTION OFTrIE BUILDING MODEL 24443V � II 3 Bedroom • 2 Bath • 1 ,026 Square Feet O 1 • N r • r Important:Because we continually update and modify our products,it is important for you to know that our brochures and literature are for illustrative purposes only.ILLUSTRATIONS MAY SHOW OPTIONAL FEATURES.All information contained herein may vary from the actual home we build.Dimensions are nominal length and width measurements are from exterior wall to exterior wall.We reserve the right to make changes at any time,without notice or obligation.in prices, colors,materials,specifications,features and models,Please check with your retailer for specific information about the home you select. ��2.a� J-euJe� �fie. ,�{�,tc� c�c•�e� � yic( <�eS.l� b �b�st 6C`E au A- V( . _Ov 411",to IZL rTIO-114 60 .re SU�Ow��f �lavr � li�'� P(w,J Oettk y 64t c q ki MAR- srS v !?�1 r �i©lam t -EXceF _��c�fii Gl e14�tf o�rocr(,cc� �a(�t >� A--lit DEVELOPMENT IN A FLOOD ZONE A WITH OUT A BFE This project is approved construct a dwelling structure with a new foundation system in accordance with the Mason County Flood Damage Ordinance and the 2015 International Residential Code Section R322. The location of the structure is identified as an A Flood Hazard area in accordance with FEMA determination. Minimum construction criteria are as follows: The floor of the structure shall be elevated at least two-foot(2'0")above the highest • adjacent grade (HAG). The finish floor must be at height of(Insert HAG plus 2') feet, in accordance with the preliminary Elevation Certificate completed by Holman and Associates. (Insert name of surveyor or engineer) prepared an Elevation Certificate and must perform an inspection of the foundation/footings and placement prior for pour to ensure compliance prior to footing inspection by Mason County Building Department. (Insert name of surveyor or engineer) shall provide documentation to be onsite for Mason County Building Inspector. The crawlspace shall be provided with at least 2-openings on each side of the enclosed crawl space and be equal to at least 1 sq. inch for each sq. ft. of enclosed area. The openings shall allow for the automatic entry and exit of floodwaters and be placed such that the bottom of each flood vent is not more than 1-foot above the lowest adjacent exterior grade. Electrical systems, equipment,heating, ventilation, air conditioning,plumbing appliances and plumbing fixtures, duct systems, and other similar systems shall be located at or above the BFE unless designed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses. International Residential Code Section R322.1.6 All building materials used below the HAG shall be pressure-preservative treated in accordance with AWPA U1 or be naturally resistant to decay. In addition, materials and installation methods used for flooring and interior and exterior walls and walls coverings shall conform to the provisions of FEMA/FIA-TB-2. (IRC R322.1.8) X Name UP Parcel# 29,32 5- SQ ' l)5b() ,�_ BLD# t/GPR621 ' oO�9 7 r A� Mason County RECEIVED13 U I L. I N Coepartment of Comm unity Development a A V Small Parcel Stormwater Management Application/Worksheetliphg, `n- 70A) 615 VV. 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 44' X 24' = 1056 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X 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) 1056 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. 1 declare that I am the owner,owner's legal representative,or the contractor. I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner gen ontractor(circle one)Date:4/29/2021 I e Total 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 � L 9 0�0021 00 (ag BUILDING Mason County Community Services-Building Division DECEIVED MANUFACTURED HOME PLAN REVIEW SPECIFICATIO Y 10 9n91 UNIT INFORMATION: Snow Load 25# 615 W. Alder Street Make FLEETWOOD WESTON SV Model 24443V Year 2022 Square feet 1056 Width 24' Length 44' Single/Double/triple-wide (indicate) NEW or Replacement (indicate) All footings must be min. 12" below grade within 24" of the skirting when perimeter blocking is required. When manufacture specification is not available use ANSI A225.1 or HUD 24 CFR 3285. Must provide pier plan with reference sections. 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: / 1�i Manufacturer's Pier Plan 1 ANSI A225.1/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 O Pads 0 Continuous concrete footing (runners) O Slab ANCHORING: 1 Ground f l Magnum 0 Concrete-2500 PSI O J-bolt 91 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 ANSI A 225.1/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 Applicant/Dealer nstaller(i dicate) Date 4/29/2021 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 400 COMMUNITY SERVICES BELF :360- - 6 ,EXT 400 ELMAMA:360-482482-525269,EXT 400 B.Iding.Planning,Environmental Heahh,Community Health FAX:360-427-7787 ENVIRONMENTAL HEALTH REVIEW OF BUILDING PERMIT PAT HALL CONSTRUCTION INC. 06/09/2021 4235 SE MILE HILL DRIVE SUITE B PORT ORCHARD, WA 98366 Applicant: VEACH, MIKE Parcel Owner: NIEMANN-VEACH LAURA K Site Address: 181 NE STEELHEAD DR SOUTH Primary Parcel Number: 223255005002 Permit Number: BLD2021-00699 Permit Description: NEW MFG Permit Submitted Date: 05/10/2021 Permit Review Date: 06/09/2021 The above mentioned building permit has been reviewed by Environmental Health and found more information is required. Environmental Health will require a reserve drainfield to be designated by a licensed septic designer in the event the primary drainfield fails. Please a hire a septic designer and submit a site plan showing adequate reserve. We will also require an up to date and satisfactory Operations and Maintenance inspection on septic system. If you have any questions or concerns let us know. Sin erely, Rhonda Thompson, EH ecialist 360-427-9670, Extension 581 Thompson@co.mason.wa.us [ ] Jeff Wilmoth, EH Specialist 360-427-9670, Extension 543 jwilmoth@co.mason.wa.us [ ] Luke Cencula, EH Specialist 360-427-9670, Extension 584 Icencula@co.mason.wa.us ..,..,,.,,y �iironrNe iu.�iout,r�oo-i iar-vaHr-Hurts-t;LtHUtt(:;iUt3F MASON COUNTY COMMUNITY SERVICES Permit No:ALJO `�a,� �01)(91 7 PERMIT ASSISTANCE CENTER: 1� .BUILDING•PLANNING .PUBLIC HEALTH.FIRE MARSHAL RECEIVED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7 o 44��® A I Av 1 p �0?_1 (QD Belfair. (360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:MIKE VEACH NAME:PAT HALL CONSTRUCTION INC MAILING ADDRESS: , Sfb MAILING ADDRESS:4235 SE MILE HILL DRIVE SUITE B CITY:' bvfi Ov holv6l STATE:_ZIP: CJS�U(p CITY:PORT ORCHARD STATE:WA ZIP:98366 PHONE#1: S-14 0-0(05-75'j 1 PHONE:360-908-7357 CELL: PHONE#2: EMAIL :pat@pathallconstruction.com EMAIL:mike@pathallconstruction.com L&I REG#PATHAHC817BN EXP. 01 / 15 / 2023 PRIMARY CONTACT: OWNER ❑ CONTRACTOR OTHER❑ NAME EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 22325-50-05002 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) MISSION CREEK BLK:5 LOT:2,S 48/190 FIRE DISTRICT NMRFA SITE ADDRESS 181 NE STEELHEAD DR SOUTH CITY BELFAIR DIRECTIONS TO SITE ADDRESS E on W Alder St toward N 6th St,take the 1 st exit onto N 1 st St, left onto E Pine St,Continue onto WA-3 N Turn left after Dairy Queen left to stay on WA-300 W right onto NE Mission Creek Rd left to stay on NE Mission Creek Rd left onto NE Steelhead Dr S e o stay on tee ea r .1 of one mile IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO J1 SNOW LOAD: 25#psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAMV TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER J/REPLACMENT MH USE OF STRUCTURE (Residence,Garage,Commercial Bldg,Etc)RESIDENTIAL IS USE: PRIMARY V SEASONAL ❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2 HEATED STRUCTURE? YES (Whole Bldg) V YES (PartA]of Bldg) ❑ NO ❑ DESCRIBE WORK INSTALL NEW MH TO REPLACE OLD SOUARE FOOTAGE: (proposed) IST FLOOR 1056 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. ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE FLEETWOOD WESTON SV MODEL 24443V YEAR2022 44 LENGTH WIDTH 24 BEDROOMS 3 BATHS 2 SERIAL NUMBER N/A ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC V SEWER❑ / NEW❑ EXISTING 'REPLACEMENT] PLUMBING IN STRUCTURE? YES NO ❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO& EXISTING SQ.FT. 896 EXISTING BEDROOMS 2 PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 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 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 xf-Docusigned by: COUNTY CODE 14.08.42) 4/29/2021 zs,®Rf §f�of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT CC �p�8121 PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH