Loading...
HomeMy WebLinkAboutBLD2024-00925 Replace MFG Home - BLD Application - 7/30/2024 MASON COUNTY Permit No:an OW -ptS�a COMMUNITY DEYELOPME C E I V E D Permit Assistance Center,Building,Planning JUL 30 2024 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMhAW. Alder street NAME:STEVEN&MARY LOVE NAME:ENVISION EXCAVATION MAILING ADDRESS:14160 E STATE ROUTE 106 MAILING ADDRESS:14015 144TH ST NW CPI'Y:BELFAIR STATE:WA ZIP:98528 CITY:GIG HARBOR STATE:WA ZIP;9832 PHONE#1:360-277-1675 PHONE:253-509-5361 CELL: PHONE#2: EMAIL:ENVISIONEXCAVATION@GMAILCOM EMAIL:MYACCT.JUS4LUV@GMAILCOM L&I REG#ENVISEL770N9 9 /1 /25 PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME SHANFJ BOWMAN-BOWMAN PERMIT CONSULTING EMAIL BOWMANPERMFrS@OUTLOOK.COM MAILING ADDRESS PO BOX 3422 CITY BELFAIR STATE WA ZIP98528 PHONE WA"Wiau CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)322325219009 ZONINGRR 25 LEGAL DESCRIPTION(Abbreviated) UNION-GRAYS HARBOR&UCRR ADD,Block 19 FIRE DISTRICT 6 SITE ADDRESS 160 E SPRUCE ST CITYUNION DIRECTIONS TO SITE ADDRESS FROM E STATE RTE 106,TURN SOUTH ON E MCREAVY RD,THEN WEST ON E 5TH ST,SOUTH ON E PORT TOWNSEND ST,EAST ON E SPRUCE ST TO 160. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkan that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER n 10.0 t?� USE OF STRUCTURE(Residence,Gamge,Commercial Bldg,Etc.)IESIDENCE IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS 2_ NUMBER OF BATHROOMS HEATED STRUCTURE? YES(whoteBldg)Q YES(Part/s)ofBidg)❑ NO❑ DESCRIBE WORK PROPOSING SFR MANUFACTURED HOME SQUARE FOOTAGE:(proposed) 1ST FLOOR N sq.ft. 2ND FLOOR N.ft. 3RD FLOOR sq.ft BASEMENT sq.ft. DECK sq,ft. COVERED DECK tq 2 sq.ft STORAGE sq.ft OTHER sq.ft. GARAGE sq.fL Attached❑ Detached❑ CARPORT sq.R Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKERL4A goo(t,bN&MODEL—C gas22 A YEAR—aw LENGTH Cam_ WIDTH '1:4 BEDROOMS Z BATHS Z SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC K SEWER 0 / NEW❑ EXISTING I] PLUMBING IN STRUCTURE? YES E] NO❑ Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NOW EXISTING SQ.FT. EXISTING BEDROOMS -f)-- PROPOSED BEDROOMS / .i_ 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 x COUNTY CODE 14.08.42) `SAVCA ': -cove.,r -06y .(A a{°r` 07/17/2024 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Doc ID:d4fa7fc55825ac641b60b5abd4fae595505b7a54 RECEIVELE. JUL 3 0 2024 100' 61 %' Alder Str— Bowman Permit Reserve Drainfield �_-_--- Consulting 30'Stormwater Buffer i- - - ----- - - - - --- ----- - --- - ----- ---------- -•-i Shanea Bowman 360.860.1234 _ I bowman permits®outlook.com j ------- ---------------g----- i�25'Setback DATE: Landin 04 7/6/24 . . _ — --- —10'No Build Zone _ DRAWING: Site Plan I i OWNER: i K--25' I i Steven&Mary Love i ij Existing 2 BR i w i Drainfield i V i --- --- -• I PARCEL: 1 Proposed SFR 322325219009 N) Nlanuf. Home Landing i ! 160 E Spruce St ! Landing-' anding ' 1,404 SF ! U I Union,98592 4x4 i I i Uj i SCALE: 29' N Existing I Septic Tank i I ---- - ---- --- -- - ----. I SYMBOL LEGEND I fi i —-- Existing ----- Building Setbacks Driveway From - - m -.-•-.-•-•-•-•-•-.---•_._. ._._._._._.J 5'Contours p Direction of Natural Drainage Previous SFR Existing Water Meter to H Proposed Downspouts/Splash Blocks N 380' E SPRUCE ST j U L 3 0 2024' o�doY ib W. Alder Street tH alm arbor yr_r omes S4'i• 22'-4 1/2• 13-t t/Y y_p tr_ty COPYRIGHT®2021 t4 0' Palm Harbor Homes,Inc. 44'-W t All Rights Reserved TOWS J4 I oo J4 M EGRESS i-t 20-Millersburg 38x24 ABOVE J8z24 ABODE 36zSB 38xS9 SBzSo Location. T RAL Customer. S 8t M LOVE / I m m i F.U.f,VD. EGRESS m S tr R m m By GJA I Daa FYW%w l r----------------i 1 are: 6-6-2024 TOWER DORMER --� Study 117.2 ii eriea. 1 v I I I I j j SET l i H r, 4G28522A I I Living Room I I u I I Mast�room SP= Numper is, I 3007Sf l I I e3.tsF r Deaignauon I I I l I I �m I i i I l S R 8 Floor Plan k I I �/�Q O Rev.By:- l L---------------� I 9i L5A5/CO2 Revision:- I I Y tl-st t/e• I 3 T 3 L————————————— h 30•ARCH PEW 1 30 Ly, 42 W)1S a S h R SAR O Approvals B W/H p ______ ?• + 'W i A P.E. p ` `` BATH /2 30 " 24 Y --- PLA F w c dt r 30 a t5 Dining Room D/N' (SASJCO241 '� b f✓ 781A SF �F p �2 9 Y GFI KITCHEN c3 JJ, ° BeZY6om 2 D.LO g UTILIW 1; tts.esF �>� � 3 WA� � 2 B3855 B2855 i� m 3M Party. AB!)YE WIDOWS P8T PAN Q A o RAI 842 2 3&M m E ESS 3-llTE 46x4O awZ (1 35x 12 (2)12x12 W. OR add cawot bodur. T-e• B'- ttl-e• 4-1 1/2• 0'-1 t/,V tY-s• 10'-0 t/4 37-Y SER# •_ �-P Zc�24 �.8 M�.G✓_`-'.P26=tK!-4�285LZA-vRG';..v. x?�"Jwq.6i6iZJ2?Z:��79 P'1 -�aggcwJcy OPT. MASTER BATH OPT. BEDROOM #3 29 lb snow load 36.59 Bedroom 3 13'-5"x 9'-4" O 4ex40 -52'-0" (3)36.59 36.59 W6 59 3SX59 3e 1 4xe Study 12'-11"x 9'-4" Master Bedroom 16-1"x 13'-0" Living Room �n 19'-4"x 13'-0" 0 1` ® Oi N BATH/2 ` P 0 w � NRN P � Dining Room 1 Bedroom 2 DO 11'-0"x 13'-0" ,, � El3 0 0 0 o P�^ � ❑o RAIL M.0 4e.40 MX59 —aP&'i 4W OPT. PROW PORCH E I VE D COPYRIGHT®2022 BY PALM HARBOR HOMES, INC. Model:4P252J4 All Rights Reserved JUL 3 0 2024 4G281404 S .F 404 Sq.Ft. Revised:8-14-2023 �. Alder Street 2L92oa�-oa�a 60L:191 OGMason County Building Division RECEIVED MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS JUL 3 0 2024 UNIT INFORMATION: *****Snow Load 15 W. Alder Street Make`1�km Ckd4ffl QS Model 4C-�2.$�j22 A Year 2� � Square feet L Width length GM Single Doubl triple-wide (indicate) 04lo4eplaceme 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 arf'k 2.285 FOUNDATION: Check the type of foundation and attach detail plans from manufacturer's or the ANSI A225.1/ HUD24 CFR part 3285 t Pads O Concrete (pre-cast) Cl ABS Pads(Poly) provide manufactures specification with capacities. Continuous concrete footing(runners) O Slab ANCHORING: "7 Ground 71 Magnum Concrete-2500 PSI '�r, J-bolt rJ 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 in7si on. X icant/Dealer/Installer(indicate) Date _ Name SK-40(N Mac' L OVe+ Parcel # Mason County RECEIVED De artment of Community Development JUL 3 0 2024 1 r -ter Management Application/Worksheet (page 1 of 22 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. ZCommon 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 cl 5 X = 2. 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 i I 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 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- de ri property f iew and inspection as may be required. X Owner/ en ontractor(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 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/d rainfield 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. 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 08/20/2024 EH Setbacks RR2.5 Zoning A.) Drainfield/Reserve requires 10'setback from footing/foundations EH APPROVED Front Yard Setback.25'. B. Septictank(s)requires 5'setback from all footing/foundations Rhonda Thompson 08/21/2024 Side&Rear Yard Setbacks. Residential dwellin APPROVED C.)No foundation/Perimeter Drains within 30ft,downgradient of g Drainfield/Reservearea and accessory structures is 20'. MASON COUNTY DCD PLANNING D.)No Cut Bank(s)(greater than 5tt and over 45 degrees)within OR 10%width of lot if not more than 100'wide Sea f RLIOV,ArCP 50ft,down gradient of Drainfiekl/Reserve area 100, nR amroved ADV 370' Digit* bowman Permit Reserve REAR 20' MIN Scotl Rua* Drainfleld b9 Consulting 30'Stormwater Btrffor Ruedy Shanea Bomnan - — - — - — - — - — • — — - — - — . 360 860.1234 1 bowmanpermrts 9autlook.com DATE, I I „� k--25'Setback 4`+J16124 t I l ' I 10'No ikf Zone DRAWING: I ( t • — . — • — • — I l , Site Plan I t ( 1 OWNER: 1 �25' --�. r I I Steven&Mary Love i I ' min Exi3ting 2 BR W I Dfairtfield I V I PARCEL: t —I eds� — - — - — - + - 322325219009 o I D E 1 ' MIN �'�a OAS Hie "",ng Illil I I +w 160 E Splice St 21'_7 1,404 SF I I ��/�Inv V/ .= I I I I Union,98592 +K4 I � SCALe t I I W 1"=20' l l I t r • I I I N t 29 — — — I t I � E�islnp • Sep``Tank I I n SYMBOL I.F.GEND Exlsfjng - - - riding Driveway From Natural — . Corrcours Previous SFR reetlon of Natural Dralnaae ro sang Water Meier .+ ropnrrdDawnspouu;SptaABtocla FRONT 20' MIN N 380' Disclaimer: Mason County does not require a E SPRUCE ST survey to obtain a building permit. As a result, site plans may not reflect accurate data. It is the applicant's responsibility to comply with setback BjLDZa2` - C017-6 requirements. 08/20/2024 EH Setbacks Zoning A.) Drainfield/Reserve requires 10'setback from footing/foundations EH APPROVED Front Yard Setback. 25'. B.)Septic tank(s)requires 5'setback from all footing/foundations Rhonda Thompson 08/21/2024 Side& Rear Yard Setbacks. Residential dwellini. APPROVED C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area and accessory structures is 20'. MASON COUNTY DChDPLANNING D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within OR 10%width of lot if not more than 100'wide SCOTT WEDY,AICP 50ft,down gradient of Drainfield/Reserve area 100' OR anoroved ADV 370' Digitally Bowman Permit ' Reserve REAR 20' M I Nned Drainfield Sooft Ruedy Sig Consulting Scutt by 30'Stormwater Buffer Reedy Shanea Bowman � �---•—•-----•— —-—-—.—-—-—-—.—-— —-—-— —-— I I 360.860.1234 I I bowman perm its@outlook.com I I r------- -------------------------�25'Setback DATE: i Landing i 4x4 7/6/24 10'No Build Zone— — — — — i DRAWING: r ' I ' I Site Plan i I i OWNER: � i I 25'� I I Steven&Mary Love / i I ' min Existing 2 BR Drainfield i (� i-------------- PARCEL: Proposed SFRIDE 1 ' MIN Landing322325219009 Manuf. N i Home 4x4 ! 160 E Spruce St 21'_7 �" ! 1,404 SF w �ntling I I Union,98592 4x4 L1J I SCALE: i I 1"=20' I— — — — — — I i I I I i i I N 29' Existing l I Septic Tank iI I i R 27' I SYMBOL LEGEND Existing - ---- Building Setbacks I Driveway From ---------- — ---•---•—•—•-- -----------j 5'Contours Previous SFR Direction of Natural Drainage W Existing Water Meter Cl)r 1 Proposed Downspouts/SplashBlocks I FRONT 20,,'MIN N 380' Disclaimer: Mason County does not require a E SPRUCE ST survey to obtain a building permit. As a result, site plans may not reflect accurate data. It is the applicant's responsibility to comply with setback requirements.