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HomeMy WebLinkAboutBLD2022-01128 MFG Home - BLD Application - 8/24/2022 RECEIVED MASON COUNTY COMMUNITY SERVICES Permit No.h 1d'20 2Z- O 1 1ZS PERMIT ASSISTANCE CENTER: AUG U V Ifs 2 4 2022 •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL H 615 W.Alder Street,Shelton,WA 98584 • Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone 615 W. Alder Street Belfair.(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:TBC ENTERPRISES LLC NAME;FUTURE HOME SERVICES MAILING ADDRESS:PO BOX 2503 MAILING ADDRESS:PO BOX 2503 CITY:GIG HARBOR STATE:WA ZIP:98335 CITY:GIG HARBOR STATE:WA ZIP:98M PHONE#1:360-900-7069 PHONE:360-900-9777 CELL: PHONE#2: EMAIL.:angie@futurehomesbremerton.com EMAIL:mariah@tbcenterprisesllc.com L&I REG#TBCENEL804RJ EXP. 12. /04.R2 PRIMARY CONTACT: OWNER E] CONTRACTOR❑ OTHER❑ �� NAME ANGIE AMIDON STROH EMAIL angie@futurehomesbremerton.com Q MAILING ADDRESS PO BOX 25M CITy GIG HARBOR STATE WA ZIP 98335 PHONE 360.900-9777 CELL J PARCEL INFORMATION: rr�� //��^/� ' � PARCEL NUMBER(12 Digit Number) ,��Q�,G tJp�U3r- � ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS 41G CITY DIRECTIONS TO SITE ADDRESS 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: (Checkall thatapp/y): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW El ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,DO SINGLE FAMILY RESIDENCE IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑Q YES(Pon/sjofB/dg)❑ NO❑ DESCRIBE WORK NEW MANUFACTURED HOME SQUARE FOOTAGE:(proposed) I ST FLOOR�a 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:/ 2 *4 COPIES OF THE FLOOR PLAN REC�Q/UIRED* MAKE�II�EgC-NFZE�t MODEL o'0�J F_ YEAR(L�E,N�GTH 5 6 WIDTH_,,r%, J BEDROOMS 3 BATHS SERIAL NUMBER TW ENVIRONMENTAL HEALTH: SEWAGE(SEWER SOURCE: SEPTIC E] SEWER❑ / NEW E] EXISTING❑ PLUMBING IN STRUCTURE? YES El NO❑ Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NOD EXISTING SQ.FT. EXISTING BEDROOMS 0 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 180 days or If construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X �//9/�ZZ Sign ,ato of OWNER(Must be signed by the OWNER) —7' Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT Or/ PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH I b NameT3C, CL-1 Vj Parcel#1399091 -55 V903 q BLD# �Lc Mason County AUG 2 4 2022 Department of Community Development Small Parcel Stormwater Management Application/Worksheetgl3 Vt N(W Street 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)2e(ir The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in 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 der/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Ackn led ement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I forth r ackn wledge that the information provided is accurate and employees of Mason County are granted access to the above- desc 'bed p erty for review and inspection as may be required. X Owne Agent/ ontractor(circle one)Date: Page 2 of 2 L Name Tk -PKisEs Parcel#�,�a� f 5�-���03`T BLD# Lul 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 X d _ X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X Ao = 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) o�- '? If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor. I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)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 I F ' FUTURE HOMES EVERGREEN ® OF BREMERTON �� MODEL 2 8 5 6 3 E www.FutureHomesBremerton.com • 4021 State Hwy 16 W • 360.479.4663 T 3 Bedroom ° 2 Bath 1,493 Square Feet (© 10 ®G � �'� dTG.il'.J � CO/i+37G1 r 1'.STt!• � �GLiJ �t+..... - I ❑❑ -- r 9lL6 ell _ — - I I I 13'-6"XI3l31-0'-O" y_..� J 0 _ �- .I I _-__ 111X73 0- i '. l g F. ...- _ ---- - - ---------- -- O --------------- 7� fi\\ OPFfGYFBtED tEUW - -------- 1 /p its ,( .. -7. I \\ 1 ir r, cpr `I. 10'-S"X70'-10" 11'-8'XTO'-6" j \\ 1` Fanl 1 ya 1 -- ISO C0>r-aAII0I.ReA174 � � m �' n I agree that all drawings,markups and drawing are to my satisfaction. Notes: N m X m Customer Acceptance Q Due to product updating and process improvement,prices,plans,dimensions,features,materials,specifications and availability are subject to change without notice or obligation. y Please refer to working drawings for actual dimensions.Renderings and floor plans are artist's depictions only and may vary from the completed home.Square footage calculations and t room dimensions are approximate subject to industry standards.Some features shown are optional. iSI�Zb2i - C�►!'� ounty Stamp EH Setbacks - N A.) DrainfieldiReserve requires 1 D'setback from footing/foundations el 190' 64 el 187' E EH APPROVED B.)Septic tank(s)requires 5'setback from all footing/foundations Rhonda Thompson i voa2o22 C.)No foundationiPerimeter Drains within 30ft,downgradient of Drainfiel&Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within C 50ft,down gradient of Drainfield/Reserve area J 40'5" h Designer Stamp 5 5 ' 17'- 6' 5 5 Slope. '1-3 Th#2 Designer Info: Jim Zimny APD 7178 Windflower PL NW Seabeck,WA 98380 APDdesigns@icloud.com 21'6" 0 O h#3 0 � 5 5' Applicant Info: TBC Enterpises 41 E View PI 30 Reserve Shelton #320215502034 el 84' 38'8-31/ Date: 3 1 36'2 Pa 6/30/2022 - t View PI D/W Qo� g e VK, Scale 1„el181 eh74' County Stamp 64' plc 202 Z - 01 l 28 — Designer Stamp 1d2o2Z - D1128 Primary Slope Designer Info: 1 Jim Zimny NY APD O �1 7178 Windflower PL NW Seabeck, WA 98380 APDdesigns@icloud.com 9'8-27/64" o Applicant Info: TBC Enterpises 9'27/64" 4 4 41 E View PI 4'3R 6huLLC'r6!�?� Date: 29'6-3/64 6/12/2022 3 View PI Slope Page 24'3-19/64" Scale 1 1 — 2 0'