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Home My WebLink AboutBLD2019-00318 Mobile Home - BLD Application - 4/8/2019 _ MASON COUNTY COMMUNITY SERVICES \ PERMIT ASSISTANCE CENTER: Permit No: -BUILDING.PLANNING-PUBLIC HEALTH.FIRE MARSHAL 111l; A 615 W.Alder Street,Shelton,WA 98584 1 1 Phone Sheton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone 0 f Belfair.(360)275-4467•Phone Elms:(360)482-5269 aonBUILDING PERMIT APPLICATION '9 �� /Ojp FO PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: S/,_ 8<�11'9 NAME:WAL.Te Ubl i i E 12#WRA {NGL.E NAME: MAILING ADDRESS: Y161 0 MAILING ADDRESS: CITY.? - --A(S, STATE:WA ZIP:9<6-52Y CITY: STATE: ZIP: Sl/�Lp PHONE#1: 3too-:2,±0— 5SO(o PHONE: CELL: 0t PHONE#2: EMAIL: EMAIL:VJCWI Y)alvw-I-C&a g)V CeY" L&I REG# EXP, PRIMARY CONTACT: OWNER, CONTRACTOR❑ OTHER❑ NAME tA r ypp- EMAIL MAILING ADDRESS 192 744 CITY 3F L1;,A)K_- STATE WA ZIP PHONE CELL - PARCEL INFORMATION: p �'� ING PARCEL NUMBER(12 Digit Number)_!.__b.�a p 0 t.Cy.2.�9 ZONING LEGAL DESCRIPTION(Abbreviated) _ FIRE DISTRICT SITE ADDRESS rUl E e 5'rA rE xT y7„ DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO.9 IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW)( ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Cnmmercial Bldg,F.rc.) A $1ck"c-,- IS USE: PRIMARY SEASONAL❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS t HEATEDSTRUCTU ? YES(RholeBldg)9 YES IPurr/s/4'81dg1❑ NO❑ DESCRIBE WORK SOUARE FOOTAGE:(propose+existing) IST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE_ —sq.ft. Attached❑ Delachea CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE FLEA ,,I' Wow) MODEL A4-LI„' &*A5tPcNEA"L1 LENG H �fJP WIDTH ��/ BEDROOMS_ BATHS Z SERIAL NUMBER G ENVIRONMENTAL HEALTH: LER '9-O0Ctp7SEWAGE/SEWER SOURCE: SEPTIC$ ❑ / NEW$ EXISTING❑ PLUMBING IN STRUCTURE? YES)g NO❑ /fyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOA EXISTING SQ.FT. EXISTING BEDROOMS 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 �_E� 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 It It11 P` �_1 + MI THESE PI..ANIS MUST BE %i i i .x L.i4:,.7 i�l)Iti rir Cli(�)�/r{� O' ATE FOR IiVJrtGTION" 39-0 1/4 L E G E N D WATER INLET 35-2 ❑ STANDARD FOOTING PANEL BOX 29'-1 3/4" ,�- INnALLArION ,�I ry I D00R r i ^I I1----�� • I. THIS DRAWING IS i ❑ J-- —1 -----❑-------❑i ` NOTES: • L oes[cxeD FOR THE STANDARD WIND ZONE .-I AND IS TO BE USED IN CONJUNCTION WITH f` THL INSTALLATION MANUAL AND ITS r SUPPLEMENTS. ® 6-6 DRAIN OUTL T A-UNIT 2. FOOTINGS ARE I NLTALLA^.IOU ONLY. FOP EXAMPLE 35-2 1/B I MAN AL ONLY. QUANTITY AND FLEX DUCT CONNECTION SPACING NAY VARY BASED ON PAD TYPE, SOIL CONDITION, ETC. El m �— I A E -------------- 3. FOOTING PADS f PIERS ARE REQUIRE? ut AT SUS PORT POSTS. ® SEE INSTALLATION B-UNIT MANUAL FOR REOUIRE- 26 4 MENTS. FLEX DUCT CONNECTION ❑-----❑-------❑- 1-1 ----a-----❑-------❑-------❑; HOMES 3B 1 DOOR 294 III- WIN DON 17 -1 3/4" WOODBURN 210 PRODUCT MNR EAGLE S CC ,VZ S r 4+r o <M 4 Ly R MDDLL JJ��11_� 1. 2 8 8 4 8 3 5 POST DATA g-4J✓ .�(� p�C �Q�U 4✓L(G.�' NOTE IS f011 FOUNDATION READY HOMES LIVE LOAD: 30 LBS. 30 DRAYIxY TITLL LABEL LOCATION UNIT PIER LOA]•3300 1 BEARING CAPACITY OF NATURAL SOIL OR COMPACTED FILL SHALL EQUAL OR EXCEED 150OPSF. PIER LAYOUT A B Q.� ?7�� 0�� T(Ubt aT f 30t ROOF LOAD B 141-4" A 9100 \ LATERAL BEARING PSF. B 11'-4" B oRAYN Rr, C 28'-10314" A 4900 `^� `C) 1*t4, PER IBC(CBC)TABLE 1806.2 Layton R. C 28'-10 314" B D 35'-4 3/4" A 6000 uxrc, 06/30/16 D 35'-4 3/4" B - THIS FOUNDATION SYSTEM HAS NOT BEEN DESIGNED TO RESIST LOADS FROM:EXPANSIVE SOILS,AND/OR Lxr Rcv E 48'-0" A 3100 SOILS OTHER THAN AS I NDICATEDIN THE IBC(CBC)TABLE 1806.2,SCOUR,FLOODHALLRDS,WATER PRESSURE B 48'-0" B BY WIND OR WAVE ACTION,WIND SPEEDUP EFFECfS,FROST ACTION,HIGH GROUNDWATER OR OTHER SP.IE.1 C ' EMPT PIER LOAD IS COMBINED IN NUMBER ABOVE NATURAL EVENT NOT LISTED ON THE ASSUNVT1014S 21EG28483S A N;,!!S MEfT ALL CURRENT t��: a►� (;rnlV s rA1'E CODES jJy rf` 4■J y�f'gi Future Homes" S BU'LDING P T C yr. _ ,1 S of Bremerton 46'-0" „�I i 1 I OPT.SHOWER 7V N let I OPT SFIDWEK - t- KITCHEN 1 BEDROOM#3 1 MASTER l Q I .- MASTER 1 0% 1..- - I BATH 10'-0"X 12'-10" BATH O ® ,i BATH FO ® r t i E T _ i IstANv L-_. r , 42 W136 O -r'-r-i-r -, III 1- 1 H16HEIAR Y: 1 O f.... _-r- O ----:- --_� - �_. DN1NG� -- 1 Y� WALK IN WALK IN CL05ET T,N �. CLOSET IS) O 1 ---- ----- OPT.GLAMOUR BATH OPT.GUE5_Tj CLOSET 11 MASTER BEDROOM z� lr J LIVING ROOM BEDROOM#2 14'-6"X 13'-0" ` 21'-1"X 13'-0" 11'-0"X 13'-0" I ENTRANCE OPT.KITCHEN15LAND �� It:i.° ? t ir'x'' ;i "i''t,";,.,rUVF i W/42"HIGHBAR DORMER THESE PI A1\IS MUST BE O 3'1TE w�A, t(e-A-t 044 Gt va ( kAu�r-F ht pvt s r-� a, FOR iiN errt.CT10N. +1w.Q U � ion-11H� fct5Iu44;ek EAGLE MODEL 2 8 4 8 3 S e>4111ee, 3 Bedroom • 2 Bath - 1 ,279 Square Feet TTZC . 4021 State Hwy 16 W I Bremerton, WA 98312 360.479.4663 Mon-Sat 9a-5p Sun 12p-5pFleetwood www.futurehomesbremerton.com -HOMESt- MUST MEET ALL CURRENT N 11 TTe1C (� 0 FILE COPY THESE p1 Ar'S MUST BE REVIEWED FOR G z1ITE CODE COMPLIANCE FOR 11'Jr-LCTION. MASON COUNTY Ic. B;jILDING DEPARTMENT j Date Documents attached to approved plans, Site Plan -� Plan review checkl' /0__ pages Engineering: Y (0 Lateral Vertic f—0 -q ( Number of pages __7ial T S.A E T ALL CURRENT G10N STATE CODES t 7/1✓ Ar ��->< -r/lam� R Name_ ZP' T J)6/ _._-- Parcel#1�Z G 8'��j- p p p,L G BLD# Mason County UIDING Department of Community Development $'� W. Alder Street mall Parcel Stormwater Management A lication/Worksheet (page 1 of 2 PP �P g ) 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 '-' X 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) JZ 741 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. G 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 �•j A i I I_ }._- I I -i -i I {-- i 3 : APR t ) . : �Iw I •-i I I _ . I i i _ 15 W. Alder.Street __ Y L 1 T . LAP i I i +--, NN1 n I , -. - SI i �G 1- T P1_Aii REQUIRED TO 8E ON SITE K NN I G AL j) �_-�` t ALL SETBACKS ARE MEASURED --! l FROM THE FURTHEST PROJECTION OF THE BUILDING