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HomeMy WebLinkAboutBLD203-00165, FLD2023-00012, ADV2023-00016 Addition - BLD Application - 2/9/2023 0 MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 PhoneQ) RECEIVED BeNair(360)2754467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: FEB O 9 2023 NAME:Teresa H.Barnes NAME:Self MAILING ADDRESS:768 East Lagoon Drive MAILING ADDRESS: 1 CITY:Shelton STATE:WA ZIp:98584 CITY: STATE: ZIP: der Sfr61et PHONE#1:(210)328-9210 PHONE: CELL: PHONE#2: EMAIL: EMAIL:teresab49@gmail.com L&I REG# E PRIMARY CONTACT: OWNER 0 CONTRACTOR❑ OTHER[] iNG NAME Teresa H.Barnes EMAILteresab49@gmail.com MAILING ADDRESS 768 East Lagoon Drive CITY Shelton STATE WA ZIP9a5� PHONE CELL(210)328-9210 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)121195700034 ZONINGSingle Family LEGAL DESCRIPTION(Abbreviated)Single Family Residence FIRE DISTRICT SITE ADDRESS768 East Lagoon Drive CITYShelton DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESD NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Cheatauihatappiy): SALTWATER E] LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION E] ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)Residence IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(WholeBldg)E] YES(Parr(s)ofBldg)❑ NO❑ DESCRIBE WORKAddition to Master bedroom and bath and downstairs bedroom SQUARE FOOTAGE:(proposed) 1ST FLOOR145 sq.ft. 2ND FLOORI45 sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK70 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 MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER 0 / NEW❑ EXISTING 0 PLUMBING IN STRUCTURE? YES❑ NO❑ /Eyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOE] EXISTING SQ.FT. EXISTING BEDROOMS 3 PROPOSED BEDROOMS 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 pernitlapplication 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) Signature of OWNER(Must be signed by the OWNER) DateOD DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 0 MASON COUNTY COMMUNITY SERVICES Permit No: uZ3 _ 0 01�5 PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL 615 W.Alder St-Shelton, WA 98584 p�n www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 V EQ) ` Phone Belfair.-(360)275-4467• Phone Elma.(360)482-5269 �y PLUMBING & MECHANICAL PERMIT APPLICXn , ?023 OWNER INFORMATION: CONTRACTOR INFORMATION: trOGt NAME:Teresa H.Barnes NAME:Self MAILING ADDRESS:768 East Lagoon Drive MAILING ADDRESS: CITY:Shelton STATE:wA ZIP:98584 CITY: STATE: ZIP: 1s'PHONE:(210)328-9210 PHONE: CELL: 2nd PHONE: EMAIL : EMAIL:TERESAB49@GMAIL.COM L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):121195700034 Zoninzsoingle Family Residential LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS:768 East Lagoon Drive CITYShelton DIRECTIONS TO SITE ADDRESS: BUILDING- TYPE OF JOB: NEW=ADD=AL'I=REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS-1 ST FLOOR=2ND FLOOR=BASEMENT=GARAGE[-_—]OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric�LPG=Natural Gas[ Ductless0 Toilets 1 Type of Unit No.of Units Fees Bathroom Sink 2 Furnace Bath Tubs 1 Heat Pump Showers 1 Spot Vent Fan 2 Water Heater 1 Propane Tank Clothes Washer Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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,owners legal representative,or contractor. 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 authorized agent 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Q / XA" ( r Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN L 106N Er '— •-1A•� .. - •�. �I \:e -, ` y ... .. mac To .. --� �-�z�•.=i-w�max- — ._.. '�'x '___ •R , ..nt. 1 <' _i°rl --Y --•-fit .' _ ._.. FLAN RECEIVED �'° ''fig - ±•-S' Q�Id2oL3-col�c5 t _ _ :cg 03 2UZS PAnQ'-tY,1 c sFL V 5= - 615 W.Alder Street LOT a-- of _- .'JF WA:c-, !J� • MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES ADv ZD 23 - 000110 Building,Planning,Environmental Health,Community Health 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks PLANNING For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Teresa and Steven Barnes Applicant/Owners: Mailing Address: 768 East Lagoon Drive City: Shelton State: Washington 7i�: 98584 _ 210-328-9210 Telephone: Email: teresab49@gmail.com If this reduction is tied to a building permit, please give permit case number. B L D ?Z Z'7.) - (nG(ro S 121195700034 Parcel Number(s): Zoning Site Address: 768 East Lagoon Drive C�5 Requested setback variance: F ft. ❑ Front ❑ Rear 0 Side 61S 1Q ft ❑ Front ❑ Rear ❑ Side IV gtaer ?3 ft. ❑ Front ❑ Rear ❑ Side treat ft ❑ Front ❑ Rear ❑ Side Front Setbacks—From access easements and road right of ways. Minimum 10 feet. Rear Setbacks—From the rear property line. Minimum 10 feet. Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water,wetlands, critical areas, septic, well and driveway. Show all proposed new development. FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre; ❑ e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot (check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; El c) lot width at the front yard line of no more than 50 feet; 0 d) lot size of no more than one-half acre; 0 e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. The size of the lot prevents anmy addition to the house without the variance. Owner/Agent(please indicate) / Signature Date Official Use Only / Approved by: ,�(/�y' /�/ Date Denied by: Date Reason for denial: S i 3 F ^1 �'f t r } rJT �XJ / ;ts�'s'•ir-JI'7 � :•-�}'�,�.,Y � � "'` `` _b5�,�;' T "� t � _'e w 1 E pp IV ( � ilt, �'� v:. r� { rxsaPpE3 cs 3 ntp4� Blit M q Y' t4 �+� p h CsJh KY . t 77C.�'° .: 14 rZ tv �{j 4 ., 1. C 3 / `��7 µ �T.1Y��#.fti�it.� �ls4�r ��� t t-�-€ i/ fiJ Mmin,u 4'0-Panelwidth Maximum 12 height 3t'3'APA rated sheathing Se,,re with 6d common nails �) 6-o.c at edges:12'o.c.in the field.&6'o.c.at gable end wens. Align ve!acal joinm over studs 7 d . I df ,.. j t-1ocking at horizontal nts sheathing to foundatim sll Plate. f - Exterior braced wall!inas shall � ' have a braced wall panel located at esch end of the wail line. Ezceptfon.When a 3WP begins 1 off g no more than l O"from tlta end one of the following is allowed: , braced wan lines shah have a braced wall panel for Methods MP,CS-WSP,CS- I G and CS-PF is applied at comer and the(2)24"wide •—.._.�4-•-",-.,.„ ..,.,,r``�w - 6 panels at the comer snarl Cx I attached in accorCance whh figure R602 10.7 r €E.!`/ , .�•t"7' __ _ (2)The end of each braced v .tl ❑he.See '3P panel d a er ariest 10 the cner pr ri'1,exterior wav J `.„..., shai;have a1 160G#capac ty�yy fa52ned to the stud at the edge of the �.._.. braced wall panel dosest to the toner and to the I .-..�_.......-.-..... ! foundation or fra ning below. �j The tie down device shall be SSS i-`7/� installed in accordance with r .••. S"<< � o ( .. -� �T1y-w^ .r^' t manufacturer,spedncaeons. STANDARD 4'0"EXTERIOR OR INTERIOR BRACED WALL PANEL(WSP or IWSP) IRC R602.10.4 .. zx t ( , ITT J G uxx 7 t I 3-2``rC�'�X 3 s� cotrrrax >( yJtwPbu} 4DP,khkt C40 NTS :�*'4t t_.v.t.,{ ,"+'•c_ '4!-;, ji r..eP`1 f 1�, ,„'ryr`" �".KY 1.'r"' .. —... —._,. ... 441 c^ ^1Jft. "� J r` te phi sal n # '!---- Y� --;a�-• �,'� "� Y '"' 1 --._ R.-tfJ SfKc+LA —`,>`�'"�Ci/ _ �[(I.S�jj� lc � I T i EJ IS r c�tSTaiY , , �.. r , - , ---sue ..a.+s.>.�...,.• "^'- _ ;_r. 4— _ .. _._ ,......-.., l'_ `S, ` "a� i"�a.t".'7'fs $°,'_ 4t T.• L± Y - —S Car A Mw r or y _ he%" 157, ----— _..-_ _-psea gG tC.wyy,ewe:1Yt C�c4r n Slabs-on-Ground with ,.aw.,•.,s I,'�wFx �,.e,.. Turned-Down Footings Sivaitin ; �' •tl/ enmrt neamtiooe c+rea.:coo.o� � �y y�� lavat Per SeLLom .ceemeo.,4..r I R404126 R317.1 TYP .. , /.xa10w'no,CM`emr D�ORRrt LTr ERN a.ue . w ©� AT�tEroBa GU ALL PANEL—METHOD ,:A plin. B� q FIRER602.10.6.1 _ ' 6ne�a r�vo m�aene panels shag be wpported directly m a foundation,wmnuous . 7 � ' 41ew ' • i f me eves aelross fie entire length of tine braced wall gne. "... •,,......... ......_... algae M.. to 17 12'A to ed d slab shall be ilte t innings Mini wrap is x m own a e perm a a won on r+{ O i smDe«'Vag m t d y',µ�LL,� The foundation shag be reinforce with Mt w wt less than one a4 bar top and bottom Lap „ �I V I zi bars 15'min. USE 18004 UPLIFT CAPACITY TIE DOWNS ON SINGLE STORY. F F.SVW. e.r« es e.a nine mneK rang we,e Faobp Ilealn 01111maFeb —USE b0000 UPLIFT CAPACITY TIE DOWNS ON THE FIRST STORY OF A TWO-—_ trees ta4oa.t.axt — j STORY STRUCTURE. TO W : t1*'c IV f 'r AM, �'ad 0 3, -v:.n'i' s �de✓r<G.-"T•�S"r' *L.l'�" gg ;`��c{Fk.>y� " � j;:-. ,t3� 1 `, r " C 'r 14 a 94r-- ..\ a r _----'__.� Y ,� ( -Yt•)'� LA`S 1F.)trTLEJI.1#'s ':! z� � . .. � � I. Lh �,;,•s^` L 7't I �'J�r�J}.� �'� l.vi���,t- ?',y �� .. s— �t.���Pl 1 i �Eiw, TiJ5t3LR;'�1� �.a�-�;;-? ,d*t .'^',;,Q '✓'d�'`,�I;x" ()TF 617t1 � Exterior tWSP) Minimum 4'0"Panel width ) Maximum 12'height i 7 318'FPA rated sheathing F r'r I NQ.r'll k' Secure with6d cwnrrhon nails 6'o.cm at edges.12'o.c.in the �'. {ST^3 J." � '• �'� 4 3 ✓ field,&6'o.c.at gable and walls. ✓ t t ��t s Align wrtcal onts over ads. l.. .... f .< blocking at honzontal . i`\' _ .•LYI - + Extend sheathing a foundamn sill II plate. Exterior braced wall linessnail ve how a a braced wall panel boated at each n of the be 1 Exceptionnione than , the en s one of the Polkr irg is allowed: j l (1)Exterior braced wall tines shall Inve a braced v211 pan for i I Methods WSP CS-WSP,C6- I 3 I G and C&Pf is applied at } � eacn side of the buiid.rhg . comer and the(2)24'wide y panele the s4a11be aattachedached m in accordance with��a ) _ figure R6[!2 10.7 t800e uprh apacuyU. I y: y i, I (2)The end of each braced wall !it device.see I closest to the co emer xcepwn n,eztenor WSP i ` snailll haw an 1&fas capacty , -•"'^•--,.._-„ {� i ,ie down device. red to the stud at the edge of the _r braced wallpanel closest to ' the comer and to the foundation or frarmng below. _ ` ✓,./ The tie down device shall be mars#ed u or Woarhcewdh ••�`" rnarwfach,rer apecincatiorhs STANDARD 4'0"EXTERIOR OR INTERIOR BRACED WALL PANEL(WSP or IWSP) IRC R602.10.4 Try !"�'�• ZZI._�.,,__ _ 'a. t' Ia �i�' � �� �T�1, t E ' 3f3ir0 *% �F1� `,' 1,0 c7r,'Z FA I _0Fi t '1IL F3t fg' I 3-2WaT �t �g - SOFt �ott'f1N A f r"tea\ ➢l I �1T5 / z i ---...— .._ ,g-_— Y=`rµ---j- ,.f..._.__ �� `�- � s- <:��;✓ z�✓ €� _.>� • ""`� "iJ�` Ag _rALL FOV fN al . ------------ t � x ` ' � ,,� •x® .;—� �'. vs. �t �� ",� less � ��� r� �n fit, �S ,4 ss Li ,u _ �x T nn., sit" for heihht �► pot - °`n+.`u`cw.°Oi°.x. f t �— ✓._ �^gar 57 F— °'rR.. s'aoucta sxa„va r.t �0ww�rsaadxf er&�ix ; Slabs-on-Ground with .'..ct- �. ............. .... .... .... ...._-____Y _ _ ,y' f 1� J� ILcswet rr Turned-Down Footings Rlea�,.ra Pressure Fealec pare m deray � *i�urt°a`w.0 ��\ 1—h rt�`� r'au w ,�,mrl oeem•,me r,edwwa.bl.a � ' Ibmrt or ceGrc.See noass beloa. — -..r yy .:} • _.-.._,,,_, T --.. __ _ ,;•bbrCalI IIIE ti5a81 °C p ,,. ..._..._�... Per Serlone r. wxw y m I X'x 10•e!fGhOr D°Nrt �iQacur~e`� R317,7 TYP e eedm min ed ne ALTERNATE BRACE WALLPANEL-METROD ABR' 2j «.« ..•.. �a. w.«. �LJ 3 s� _ hin `Grade L.rs e o e ma t,o»,. FIGURE R602.10.6.1 d»r..w.- ,.� 7 bu;ean,mn, I NIn. _ _ h°m ern enes. 3 E, ,,d T seo m:,aeti,. P'I shernahe bracedpanels she;be supported directly me foundation.con5nuous beleewe" : I across the entire length of the braced wall fine. _ op Mini—footing is I Z'02'.A turned down d n slab shall be penited at door openings. f �t O The foundation shah be midoroed with nct less than one C4 bar top and bottom.Lap y ,Swsonao°dt:mm dew„tmr� Shall h—. daro r„MMr� bars 75'min. "^ae"t°°mg°rpla6 USE 18000 UPLIFT CAPACITY TIE DOWNS ON SINGLE STORY. Feeling ytrq� wrx(x)w ea me nines atd orals I FaaGnp Watt lmbkow grf °OKg a°I'' j USE 20000 UPLIFT CAPACITY TIE DOWNS ON THE FIRST STORY OF A TWO- / tTere uay t 't'0'st I STORY STRUCTURE. i a t � t 1 t; j7- =77 Vf I1 jj 'Ej j t 5t It I i t ( � i a I 'Al ��;tQt3,kCICIH J�;:'Cv i a� ,__..m.....,,.�-____ _.. ,..... m...... ._. . w I _ PLANNING RECEIVED FEB 09 2023 615 W. Alder Street MASON COUNTY Mason County Pen-nit Center Use: COMMUNITY SERVICES FLD 20 23 _ 0001 2 Building,Planning,Environmental Health,Community Health n n 615 W.Alder Street—Bldg.8,Shelton,WA 98584 Date Rcvd l� L Phone:(360)427-9670 Ext.352 ♦ Fax:(360)427-7798 >e . <perm No fee i FDPO Development Permit Application j3142OZ3 -co Applicant:Teresa H. Barnes Contractor:Self Mailing Address:768 East Lagoon Drive Mailing Address: City, State, Zip Shelton, Washington, 98584 City, State, Zip Phone: ( )(210) 328-9210 teresab49@gmail.com Phone: ( ) Email: Email: Parcel Number: 121195700034 Property Address: I understand I am making application for a permit to develop in a designated flood hazard area. The undersigned agrees that all such work shall be done in accordance with the requirements of the County Flood Damage Prevention Ordinance,building codes and all other applicable Local, State and Federal regulations. This application does not create liability on the part of the County or any officer or employee thereof for any flood damage that results from reliance on this application or any administrative decision made lawfully thereunder. Applicants Signature: / Date: Official Use: A. Description of Work (complete for all worl): PLANNING 1. Pro osed Develo ment Description: ew buildin Additi n ❑ Manufactured home ❑ Fill/grade ❑ Other: ❑ Commercial (see section D) ❑ Remodel/repair to existing building (see section C) RECEIVED 2. The parcel has been identified in the following Flood Hazard Area: FEB 0 9 2023 ❑ A 26AE ❑ AO ❑ vE 615 W. Alder Street 3. Are any other Federal, State or local permits required? Must attach ,1 copies of permits. ® Yes ❑ No If yes, list type: I-ppe,rm;+ 4. Is the proposed development in an identified floodway? ❑Yes L No 5. If yes to#4, a No Rise Certification must be attached. 0 Yes 0 No B. Complete for New Structures and Building Sites: 1. A FEMA Elevation Certificate is required, must be completed by a Washington State licensed Surveyor. Must attach a copy of certificate. 2. Base Flood Elevation at the building site: feet NAVD 88 3. Required lowest floor elevation (including basement floor): feet NAVD88 4. In flood hazard areas without a base flood elevation (BFE), what is the highest adjacent Grade? (HAG) Structure must be a minimum of two (2) feet above the HAG. The required finish floor height is C. Complete for Alterations, Additions, or Improvements to Existing Structures: ******(See attached Substantial Improvement & Substantial Repair)******* 1. What is the estimated market value of the existing structure? $ 2. What is the cost/valuation of the proposed construction? $ Percentage 3. If the cost or valuation of the proposed construction equals or exceeds 50 percent of the market value of the structure. then the substantial improvement/repair provisions shall apply. Is the proposed work a substantial repair/improvement ❑ Yes ❑ No D. Complete for Non-Residential Floodproofed Construction: 1. Type of floodproofing method: 2. The required floodproofing elevation is: feet NAVD88 3. F000dproofing certification by a registered engineer is attached: ❑ Yes ❑ No E. Complete for Subdivisions and Planned Unit Developments: 1. Will the subdivision or other development contain 50 lots or 5 acres? ❑ Yes ❑ No 2. If yes, does the plat or proposal clearly identify base flood elevations? ❑ Yes ❑ No 3. Are the 100 Year Floodplain and Floodway delineated on the site plan? ❑ Yes ❑ No - Administfative 1. APPROVED:Y LJ DENIED: statement attached 1�� Lt4l_cl� 2. Elevation Certificate attached: Yes ❑ No 3. As-built lowest floor elevation: 20 feet NAVD88 Comments/Conditions: c)( 4L6 rA 1 Mason County Flood Damage Prevention Ordinance #41-17 & Int rnational Building Codes U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and (3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Steven&Teresa Barnes A2. Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 768 E Lagoon Dr City State ZIP Code Shelton Washington 98584 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Hartstene Pointe#10 Lot 34 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.47.29978N Long.122.84889W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1182.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 480.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Mason County 530115 Mason County Washington B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 69. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 0515 E 06-20-2019 06-20-2019 AE B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑x FIS Profile ❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 768 E Lagoon Dr City State ZIP Code Company NAIC Number Shelton Washington 98584 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ❑x Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30, AE,AH,A(with BFE), VE,V1—V30, V(with BFE),AR, AR/A,AR/AE, AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: GPS/Opus Vertical Datum: NAVD 88 EL 14.79' Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(includinc, rawlspace, or enclosure floor) ❑x feet ❑ meters b) Top of the next higher floor 29.7 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑x feet ❑ meters d) Attached garage(top of slab) 29.7 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 20.3 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 29.8 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support x❑ feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑x Check here if attachments. Certifier's Name License Number David Raymond Rose 44645 i Title Professional Land Surveyor * Q Company Name Chehalis Valley Asoo S61 Address �� 222 SE Snider Rd CityState ZIP Code Shelton Washington 98584 Signat ��' \ Date Telephone Ext. 9 )1) 05-24-2023 (360)427-8392 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments includin t e of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 MASON COUNTY' °"°"' WASHINGTON TAXSIFTER SIMPLE SEARCH SALES SEARCH REETSIFTER COUNTY HOME PAGE CONTACT DISCLAIMER PAYMENT CART(0) Patti McLean Mason County Assessor 411 N STH ST Shelton,WA 98584 Assessor Treasurer Appraisal MapSifter Parcel Parcel#: 12119-57-00034 Owner Name; BARNES, STEVEN L&TERESA H DOR Code: 19 - Residential -Vacation and Cabin Addressi: 768 E LAGOON DR Situs: 768 E LAGOON DR, SHELTON 98584 Address2: Map Number City,State: SHELTON WA Status: Zip: 98584 Description: HARTSTENE POINTE #10 LOT: 34 Comment: Land - Land Land Cry, 1 Unit Type A6 N1 HP View Acres 0.12000000 Single Family Residence - Building 1 One Story - Single-family Residence Total Area Year Built ;Remodel Year Quali i Conclitic 1222 1982 I 0 4.0 - Good 3.0 -Average Components_ 108 Frame, Siding,Wood 0 100% Architecture 1618 Paving, Concrete w/Base (SF) 168 Bedrooms 3 208 Composition Shingle 0 100% Bathrooms 3 352 Heat Pump 0 100% Total Rooms 402 Automatic Floor Cover Allowance Foundation Concrete 502 Automatic Appliance Allowance Garage Stalls 601 Plumbing Fixtures (#) 11 622 Raised Subfloor (% or SF) 0 100% 645 Double 2-Story Fireplace (#) 1 701 Attached Garage (SF) 480 801 Total Basement Area (SF) 1182 803 Partition Finish Area (SF) 1182 903 Wood Deck (SF) 276 906 Wood Deck (SF) with Roof 52 Property Images OPUS solution : 01481351.23o OP1684353492558 From: opus (opus@ngs.noaa.gov) To: drsurveying@yahoo.com Date: Wednesday, May 17, 2023 at 01:01 PM PDT FILE: 01481351.23o OP1684353492558 NGS OPUS SOLUTION REPORT ------------------------ ------------------------ All computed coordinate accuracies are listed as peak-to-peak values. For additional information: https://www.nas.noaa.gov/OPUS/about.jap#accuracy_ USER: drsurveyL -phoo.com DATE: May 17, 2023 RINEX FILE: 0148135q.23o TIME: 20:00:04 UTC SOFTWARE: page5 2008.25 master252.pl 160321 START: 2023/05/15 16:50:00 EPHEMERIS: igr22621.eph [rapid] STOP: 2023/05/15 19:50:00 NAV FILE: brdc1350.23n OBS USED: 4439/ 6111 73% ANT NAME: SPP91564_1 NONE # FIXED AMB: 26/ 44 : 59% ARP HEIGHT: 1.762 OVERALL RMS: 0.016(m) REF FRAME: NAD_83(2011)(EPOCH:2010.0000) ITRF2014 (EPOCH:2023.3693) X: -2350423.195(m) 0.201(m) -2350424.143(m) 0.201(m) Y: -3640489.481(m) 0.109(m) -3640488.296(m) 0.109(m) Z: 4664346.257(m) 0.138(m) 4664346.257(m) 0.138(m) LAT: 47 17 55.81777 0.051(m) 47 17 55,82922 0.051(m) E LON: 237 9 8.44103 0.189(m) 237 9 8.37252 0.189(m) W LON: 122 50 51.55897 0.189(m) 122 50 51.62748 0.189(m) EL HGT: -17.793(m) 0.211(m) -18.120(m) 0.211(m) ORTHO HGT: 4.507(m) 0.252(m) [NAVD88 (Computed using GEOID18)] UTM COORDINATES STATE PLANE COORDINATES UTM (Zone 10) SPC (4602 WA S) Northing (Y)[meters] 5238385.046 221117.079 Easting (X) [meters] 511517.358 322472.318 Convergence [degrees] 0.11195833 -1.70532778 Point Scale 0.99960163 0.99999229 Combined Factor 0.99960442 0.99999508 US NATIONAL GRID DESIGNATOR: 10TET1151738385(NAD 83) BASE STATIONS USED PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) AJ7210 TWHL TWHL PNGA WA2001 CORS GRP N470057.244 W1225522.290 31968.4 DN6068 GRMD GRAND MOUND CORS GRP N464743.735 W1230121.288 57515.9 DJ9210 SSHO ROOSEVELT CORS ARP N474056.263 W1221854.531 58547.5 NEAREST NGS PUBLISHED CONTROL POINT SY3427 STYLE N471746.515 W1225143.201 1122.4 OPUS solution : 00191350.23o OP1684353668519 From: opus (opus@ngs.noaa.gov) To: drsurveying@yahoo.com Date: Wednesday, May 17, 2023 at 01:03 PM PDT FILE: 00191350.23o OP1684353668519 NGS OPUS SOLUTION REPORT ------------------------ ------------------------ All computed coordinate accuracies are listed as peak-to-peak values. For additional information: https://www.ncis.noaa.aov/OPUS/about.isp#accuracy USER: drsurveying@yahoo.com DATE: May 17, 2023 RINEX FILE: 0019135q.23o TIME: 20:02:54 UTC SOFTWARE: page5 2008.25 master253.p1 160321 START: 2023/05/15 16:56:00 EPHEMERIS: igr22621.eph [rapid] STOP: 2023/05/15 20:02:00 NAV FILE: brdc1350.23n OBS USED: 6563/ 6934 : 95% ANT NAME: SPP91564_1 NONE #FIXED AMB: 39/ 40 : 98% ARP HEIGHT: 1.835 OVERALL RMS: 0.011(m) REF FRAME: NAD_83(2011)(EPOCH:2010.0000) ITRF2014 (EPOCH:2023.3692) X: -2350352.139(m) 0.014(m) -2350353.087(m) 0.014(m) Y: -3640386.437(m) 0.008(m) -3640385.252(m) 0.008(m) Z: 4664460.977(m) 0.014(m) 4664460.977(m) 0.014(m) LAT: 4718 1.31425 0.013(m) 4718 1.32570 0.013(m) E LON: 237 9 8,62207 0.008(m) 237 9 8.55356 0.008(m) W LON: 122 50 51.37793 0.008(m) 122 50 51.44644 0.008(m) EL HGT: -18.330(m) 0.017(m) -18.656(m) 0.017(m) ORTHO HGT: 3.969(m) 0.063(m) [NAVD88 (Computed using GEOID18)] UTM COORDINATES STATE PLANE COORDINATES UTM (Zone 10) SPC (4602 WA S) Northing (Y) [meters] 5238554.730 221286.634 Easting (X) [meters] 511520.828 322481.171 Convergence [degrees] 0.11199722 -1.70529167 Point Scale 0.99960163 0.99999262 Combined Factor 0.99960450 0.99999549 US NATIONAL GRID DESIGNATOR: 10TET1152138555(NAD 83) BASE STATIONS USED PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) AJ7210 TWHL TWHL PNGA WA2001 CORS GRP N470057.244 W1225522.290 32136.1 DJ9210 SSHO ROOSEVELT CORS ARP N474056.263 W1221854.531 58421.1 DN6068 GRMD GRAND MOUND CORS GRP N464743.735 W1230121.288 57681.9 NEAREST NGS PUBLISHED CONTROL POINT SY3427 STYLE N471746.515 W1225143.201 1180.8 National Flood Hazard Layer FIRMette FEMA Legend 122°51'14"W 47°16'11"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT l7�'EItiJ 114Tt� WitthoAut Base Flood Elevation(BFE) SPECIAL FLOOD With BFE or Depth are AE.AO.AH.VE.AR HAZARD AREAS Regulatory Floodway 0.2%Annual Chance Flood Hazard,Areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zo„e x Future Conditions 1%Annual T21N R1W S17 chance Flood Hazard T'-2 N RTA Si18 Area with Reduced Flood Risk due to OTHER AREAS OF I Levee.See Notes. ,x FLOOD HAZARD Area with Flood Risk due to Levee NO SCREEN Area of Minimal Flood Hazard Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard GENERAL '—-- Channel,Culvert,or Storm Sewer STRUCTURES!I I I I I I I Levee.Dike.or Floodwall AEU 20,Feet') u 20.2 Cross Sections with 1%Annual Chance 17 s Water Surface Elevation - Coastal Transe 5oI1 CO1111 s t `J Base Flood Elevcation Line(BFE) 5301115 Limit of Study one. Jurisdiction Boundary (EL 1yF®et) —--- Coastal Transect Baseline OTHER ----- Profile Baseline FEATURES Hydrographic Feature y- ;r � L.J Digital Data Available ti Zr.•1�e 4F AREA OF MINIMAL�FLQOD HAZARD (EL-i('y et) ElNo Digital Data Available ZCna MAP PANELS ' � Unmapped The pin displayed on the map is an approximate T21N R1W S19 point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. LOnF rt�� The basemap shown complies with FEMA's basemap (ELT 20 Feet) accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 4'28i2023 at 6:25 PM and does not reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, legend,scale bar,map creation date,community identifiers, Feet 122°50'37"W 47°1747"N FIRM panel number,and FIRM effective date.Map images for unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 1:6,000 regulatory purposes. Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020 -ram, 768 E Lagoon Dr �� � Goo le Earth N g 100 ft .. .o: .Ajk lr r 2. h a h ' �J el,.�, tip: le �r as •S* { . of r ARIPWMNL-7 �.. -NI _ Y9 °) t' i `' ' '. }• , '• .�, ; � '. . la /� [ ✓ r�-j � �• ,fir � A �is • - ate►`' cYY�+,��• � � ./•i ,• #.r��•,ram^ �I j'� T� ' .t • 4 u Ad w T S" .rr .�'+"< ��"•- ter"`" � � �� ` d�r,Nor-NO/NI ifflallp dam PF T r t + • L x r , • tYFA . .. Olk i ' t AD or • - 5 r 1 1 A v* It 1M" v ZONE E r�,000 F. EIE b a 1, r .A ... / At (EL 2a ZONE VE ZONE E '} EL aj (E 2p ie l �J-ZONE E A t 4 ZONE E HEL 13 Ji Soao F1 e�s •�' �`• ae a •J.A„ tt0000 ZONE HE 15 .rvus ur u u •aa�N '10m°'E e1tm.E .rt IS 'tlr'E '13-t tar.e.s•s FLOOD HAZARD INFORMATION NOTES TO USERS SCALE SEE F6 REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP ^^'^-'--^^^"'+'"^" '�"" +�-'^"^'"'� ,zeis>s,n,F NATIONAL FLOOD INSURANCE PROGRAM MEINFORMAUON DEPICTED ON THIS MAP AND SUPPORTING �«fs�rw��.`���-^n.�l�w� , Be �� coE DOCUMENTATION ARE ALSO AVAI LABLE IN DIGITAL FORMAT AT wo`.�p..rw.w.r.errrwrs.r oPr..rrr.�srvw er wwr ........,..+ r,...r r�.+.�.r r.. I RII C -1,000 find1:12,000 th MASON�COUM WASHINGTOIl:;�:.. HTTP://MSC.FEMA.GOV rw.4ppiNrFFiv.iYF4wati�rrsper.ya FOur+.��...w..aw O..00o 0 1,000 2. n►�RYj�%I' �e..w. ..+..w........or....a.a...r.w. oao W p. —515.775 -� WOW Base Flood Elmuon(BFEI n...+.r awyrr.s s..e r..�....re.... Feet -. WN BFE a Depth. 0 255 SID 1Opten V Q1 SPECIAL FIDOD pf-�S.t;;Regulatory,o Way rm n...e nw.""'�.eao� uema�""�.'s.aw n......e.+>.✓'e.r.sr ` HAZARD AREAS MRAr4e's _ PANEL LOCATOR 0.2%M.-I Chance Flood Hazard.Areas '""`"•"b�4'"°een6°`��"r'�'r"""t"'m'"��wtl'°°"'� y all%annualchance ll000wdhaeerage c01A1Rllffa AI1lFA A1� SIFFQ depth less roan one Ina or Mth drainage wsoxmaatr 'anus osss s areas of less than oce square mile Fotun Conditions l%Annual OSM C Chance Flood Hazard OTHERAREASOF Area MW Reduced Flood Risk due to Levee _ FLOOD HAZARD See Notes. L�5 Meas Determined to W Outside the C OTHER _ 0.2%Annual Chance FloodDlain. 0 AREAS Alta of Unikt—ined Flood Hazard.' i•I 0525 Z -----Channel.CUIWe ur St—Sewer DIFS ST"L"URFS •.•.•.•,.•••••"twee.Dlke.or Flood-11 Cross I.--MN 1%Annual Chanty �`/ Water Surface Elevation(BFE) � t Trish Woolett From: Trish Woolett Sent: Monday,April 24, 2023 1:42 PM To: 'teresab49@gmail.com' Cc: Luke Viscusi;Joshua Luck Subject: Addition Attachments: FEMA Guidance.png Teresa, I hope this finds you well.You and I met at the front counter at time of application. Attached is a matrix from FEMA guidelines to help give you information regarding my comments. Your residence was built in 1982 which makes your residence Post-FEMA FIRM. Our date of original adoption of FIRM maps for Mason County is 1977.This is important as it relates to how we regulate the new addition.There is two parts to reviewing this project under guidelines in a FEMA Flood Zone. First step is to make an determination in regards to whether this is a Substantial Improvement.This is something we discussed at the front desk.This is the "50% rule".The value of the work cannot exceed 50%of the value of structure only. I recall we determined this would not be a Substantial Improvement. As you can see on the highlighted area of the matrix, I am using the item, not SI (Substantial Improvement) line item. Moving forward on highlighted area you are a Building Post-Firm as it was built after the first adoption of FEMA Flood FIRM's. This means that the addition is required to meet elevation and flood venting requirements. The first thing to be addressed is an FEMA Elevation Certificate must be supplied.This is will set the required height in relation to the Base Flood Elevation on site,the finished floor must be at minimum of one foot above the Base Flood Elevation (Mapped BFE is 13 feet). In some cases this is not significant, however without the Elevation Certificate this is an unknown.Additionally,the construction plans will need some revisions to show and include Flood Venting in the foundation.You can contact a Washington State licensed Surveyor to obtain a FEMA Elevation Certificate. If I can assist you or answer any question please let me know. Professionally Yours, Tricia Woolett Building Inspector-Plan Review tw@masoncountywa.gov (360)427-9670 ext. 281 Make today great! 1 Table 6-1 b. Compliance Matrix(V Zones ti Types of Pre-FIRM Building is Post-FIRM Rehabilitation (renovate Compliance not required Work shall comply and shall not be allowed to or remodel),nQt.61 make the building non-compliant with any aspect of the building that was required for compliance _. .-- _-_...... . ...._ __. Rehabilitation (renovate Building required to comply Work shall comply and shall not be allowed to or remodel), Sl make the building non-compliant with any aspect 3 at the building that was required for compliance (see Note below table) Lateral addition and Addition required to comply; Addition required to comply, and rehabilitation Rehabilitation, Sl building required to comply work shall comply and shall not be allowed to make the building noncompliant with any aspect of the building that was required for compliance (see below table - icr r of required t cz �i st v P! � r �. Lateral addition,Sf, Addition required to comply. Addition required to comply (see Norte below) structurally conned building required to comply Lateral addition,SI, Addition required to comply; Addition required to comply;building required to structurally connected building required to comply comply (see (dote below table) Vertical addition above Compliance not required Work shall comply and shall not be allowed to building, not SI make the building non-compliant with any aspect of the building that was required for compliance Vertical addition above Building required to comply Work shall comply and shall not be allowed to building, Sl make the building non-compliant with any aspect of the building that was required for compliance l (see Nate below table) Repair foundation, naL Compliance not required Repairs shall comply and shall not be allowed to 51 make the building noncompliant with any aspect of the building that was required for compliance ___. ..�.. _ ___. __�_.� _ .�_ . _...... _._ Repair foundation, SI Building required to comply Building required to comply (see Note below table) Replace/extend Building required to comply Building required to comply (see Note below foundation, SI (including table) "elevate-in-place") _......... _. Repair damage, SID Building required to comply Work shall comply and shall not be allowed to make the budding non-compliant with any aspect of the building that was required for compliance (see Note below table) Reconstruct new Reconstructed building required Reconstructed building required to comply(see hijilydinn n•n AxiOnn nr to Mwiniy Nntn hAlnw ughlal