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BLD2018-01188 SFR with Garage - BLD Permit / Conditions - 10/29/2018
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I a w0 C LL <ƒ S0 �® co / S � wC ° Ce ) }$�cL wB !CF) \ L) (n < ƒ ° m � I .- m E c & E E _ � 2 � \ k / & o « ■ ° .§ k ■ £ .g / \/ a0 _j S � $ c -in- -J o . a in2 § � k ° 2 / kb \ § Q / \2 (D C< ■ ) E = E $ & D A o m e n �_ o _ = m • _ ■ ® ® e &-000 \ \ ƒ k / � U. D0 k 2 f m > W .$ /2 Mof7 § 2o � ® ± f - = mF- . a L � mo ._ « a ¥ �k :D0 k Co Q) o � CL 2 ° CL k CU kk � & / \ ■ �_ 8 fO \ 7 § � \ '7komoa 7 ± MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL n 615 W.Alder Street,Shelton,WA 98584 w I / Phone Shelton:(360)427-9670 ext.352•Fax:(380)427-7798 Phone 4�1 , Beltalr.(360)275-4467•Phone Elms:060)482-5269 _ BUILDING PERMIT APPLICATION �— PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: IXT 2 9 11 NAME: I(Qf kJ We('rnf4R NAME: /"'5 `�Ow'�^+�W Fm H��S�C G MAILING ADDRESS: ZZ MAILING ADDRESS:lDcit a CTTY:St�f 1� STATE: ZIP:¢ T CITY: 1�45�1 STATE: 4 Z[P: t PHONE rt l: ' O 3 Z 7 c/3 z H PHONE: CELL: 36U 6�O 17,67 PHONE#2: EMAIL-f&t keacl ttn g?iZcAa-'P_ NHS it.rur+ EMAIL: L&I REG#•f Khe4c eJC4 j A? EXP. y /3r1/i PRIMARY CONTACT• /� OWNER❑ CONTRACTOR g/+ OTHER L NAME / ji,' 411A EMAIL`kX C6%5)/f4dit% e;-%S In•t� j MAILINGADDRESS /Oq 1 5E CRNtt N1 CITY Sh.I*PL STATE LA44- ZI PHONE CELL 6C1 670 116-) PARCEL INFORMATION: PARCEL NUMBER 1 er) 3ZZ 3�� Z`Q 11 ZONING LEGAL, TION(Abhrc�iatcd s t h.) FIRE DISTRICT c�G6[ SITE,., � 54-4) 5� t►- J crry l-tm.t'aK ECTIONS T c• r-cw t3 �JOu "Wrb-A IS THE PROJECT V1ITHFN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NOI� IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply'): SALTWATER❑ LAKE❑ R1VF;R/CREFK❑ POND❑ WETLAND❑ SEASONAL,RUNOFF❑ STREAM❑ TYPE OF WORK: NFW JK ADDITION❑ ALTERATION[] REPAIR P -.OTHER ❑ } USE OF STRUCTURF(Residener,Garage,Cvntmoviol Bldg,Etc.) �( i ., 4)0�'C[ i IS USE: PRIMARY. SEASONAL❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(almleB/dg)A YES(Part(s)afB/dg)❑ NO❑ DESCRIBE WORK_A eW kffp L SQUARE FOOTAGE:(propose+erisa,.g) 1ST FLOOR 1 v7 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK 3713 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.It. GARAGE S71, sq,ft. Attached#Q 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❑ / NEW EXISTING❑ PLUMBING IN STRUCTURE? YES NO❑ lfyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES JA NO[] 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 permitlapplication becomes null 8 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 WNER(MUM be sinned by the OWNER) Date DE TMENT.AL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ` /g� PLANNING DEPARTMENT FIRE MARSHAL, PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: i •BUILDING •PLANNING •FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 f R Phone Belfair.•(360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: 6� 6 NAME:r(}xu 5 �� tear hr�Q ccv,s L MAILING ADDRESS: L1,5Z2 3,ith ACz MAILING ADDRESS:10cL1 sFCPAZ;-Pd. CITY: 5•e,4)'-E STATE: 1-- ZIP: 9b I* CITY: STATE: " ZIP:�6'pw I'`PHONE: 206 L13z4 PHONE: CELL: 36U ¢)?O i Ze� 7 2"'PHONE: EMAIL :fiKheaeey+5tr)u},e., C EMAIL: L&I REG#-&kr,tit c.'"'3 k'� EXP. Lt 1/b / I f PARCEL INFORMATION: PARCEL NUMBER (l'Di.-it Au 7 Zoning: +„�(C LEGAL DESCRI AI�h,al , : ,"m )6'�, I-) Cyr SITE ADD RF�S St 5 CITY: l,Ln: CTIONS T SITE ADD :irk fe,o, 1� c-• S 5—` ) 5T X�, c�jC�.c-1 ram( I TYPE OF JOB: NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURESIUNITS—I sT FLOOR 2V°FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES (SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric�LPG Natural Gas—Ductless— Toilets Z_ Type of Unit No. of Units Fees Bathroom Sink 3 Furnace Bath Tubs ► Heat Pump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer I Gas Out ets Kitchen Sinks I Wood Pcllct Stove I Dishwasher I Kitchen Exhaust Hood Hose bibs s Dryer Vent I 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 PPLI CATION. f X ature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENTC_ PLANNING DEPARTMENT FIRE MARSHAL Job: THOMPSON Date: 3 By: ` E N G 1 N ■ E R I N G } r` Sheet: Page ofOUILDI —1/— 0-5 low 54' - - S�ona� 15' 1 q' 611 .rmer - 2 Locations - 3' -3' 3' 3' 6" 6' :ion R-4 — -T -1 3OD05H ipson EPC66 Post to Beam ons CA I -all sides w/ 1/2', Plywood )ne as Selected by Owner DE K X — -- -- --- ----C- 3T-4" 14'-211 cY I i I 30wFx 30us y 6X5 DF #2 Beam G V. YNOO — LIVIN PORCH DINING i \ \ 16'-61, x2 1 '-1It X 11'-611 T-11" X 12'- ' , ---r I ENTRY q CLG Height 11' Ceiling Height I — a in . BEDROOM - #�_ _3'-4 1/4" - -- a T `-�- - - - -- ge 15-211 /�\/ 7t-GJn 824R ' O ` I 5836 DW N - '50, - If V REC �KS ARE MEAStI^ - OCT -... _J JECTtO �! HEST 2 9 2 18 -___�_- o o N c N 615 W. Ali Jer treet 24' �b O - o no ttl E N f ! 6a c� rye-- w I TIT I orch �\ 12' � 2. cp 1b � u,` n ? M P / L ',F / L FIL 1w/ W w / W W / LEI- Dirt Road - Driveway Water t�eter 01 +2' +4' Z - 150' PLOT PLAN 1" 20' Nj DE516N FOR: s n Page n SELBY DESIGN LTD � Addres � XXXX 5th Street 1 1-(g2HoUy Park 6tNV4,13remerton,Wa9d312 Cal Cathy Weirather Feb. 20, 2015 1813 %0-64g-t82E a Union, Na. REFERENCE SURVEYS NOTES DESCRIPTION T e RETRACEI BNT OF TW PLAT OF GRAYS �{... WE SURVEY BY HARRY IRON BK 5,PAGE 59 HARBOR AND UNION CITY RAILROAD J LOTS V AND 3,BLOCK I PLAT OF GR4Y5 HARBOR SEE SURVEYS BY NOLMAN$ASSOC,BK 25,PAGE 131, ADDITION TO UNION CITY 15 BASED ON THE AND LNION CITY RAILROAD ADDITION TO WION CITY BK 35,PAGE 136,SK 40.PAGE 110,OK 44,PAGE 6 RECOVERY OF STREET INTERSECTION AND VOLUME 1 OF PLATS PAGE I.RECORDS OF MASON BLOCK CORNER MOM/MENiS AS SET BY -{-� COUNTY,WASHINGTCN MERLE LINOGREN P15 AND TED `J VANOVERBEKE PL.S IN BLOCKS /1 TGYsETNER WITH AND SUBJECT TO EASEMENTS 7�,7,S,9,I1,14,15,18,19 AND 10.NO RECORD OF RESTRICTIONS AND RESERVATIONS OF RECORD. SURVEY HOOD CANAL LAND AND IMPROVEMENT ADDITION TO UNION CITY VOLUME 1,PAGES a AND 9 1•TROY PIPE A9 SFIOIIIJ ——_ BLOCK 10 BLOCK 51 Q ON pREvlcUs SURVEY 500K 10,PAGECA 166 32 lVATED BY OPERATION qv CENTER OF SECTION 37 31 sago CALCULATED PER SURVEY BS I' •E ?R40. BY HARRY IRUIN SK 5,PAGE 7 00 8 TN ---_ __ _ 5� _ ,F \ o IY.O/15. 2500 S a`+7379'E � 1 2 3 20a00 I L 25OU12 7500 TS Oo S 8373'Ip•E BO6,T9 PLAT OF GRAYS HARBOR 1 U M 576.27 y--— �-- w' RAILROAD ADDITION TO Wl 1 VOLUME 1,PAGE I h n e µ W a NORTNEA57 CORNER OF BLOCK 2 Q CALCULATED PER MONUMENTS FOUND A$SET BY MERLE LINDGREN AND TED VANOVERBEKE SEE NOTE HOOD CANAL Q AND IMPROVEMENT z z z ^� u ABOVE 1 UNION CITY IA58 23 2 VOLUME I,PAGES S AND 9 I � .5966 -703"E 3N.56 W� m LL R 20a00 2loo Z100 25.00 p J � 1- I CENTER OF?0'ALLEr Gk ^ QED BY OPERATION _. BLOCK 1 OF RRR I o i W o BLOCK I �QUQ LEGEND RIB ` E YSELLOW CAP UP SET PLASTIC 0 -5 IRON BAR W/PLASTIC 3" •YELLOW CAP FROM PREVIOUS 3e5.Ir I FOUND 5 REBAR SURVEY UJLESS OTHERWISE NOTED j i 036 NORTH,031 1 � F4LDERNEY ___ I ST, FOUND LINDGREN�= n S 83.26'r4"f 64333�-0 BAR 4 CAP �FOLWD VANOVERSEKE BAR r CAP I m WI BLOCK 10 FRS iN BLOCK 9 10 !.--i "'I— IRUIN BAR I CAP AS SNOAN ON SURVEY BY HARRY IRWIN OK 5, 13AR 4 CAP FROM BOUNDARY O' ON IRON PIPE R EY PAGE TM AND BOUNDARY LINE 111 LINE ADJUSTMENT NO.97-23 r ON PREVIOUS SURVEY ADJUSTMENT NO.91-73 f rrrtNyo 7� BOCK 11,PAGE 201 x v 31 32 SCALE, 1"=50 FEET AL LAj1 M,/I IFOUIP-MNT AND PICOC/CURES 6 5 0 25 50 100 l7-I55LOib123DIW {�g�■ EOJIP"NTH LIETZ 6 SECOND T VOD (M I1-1555MVASCII wi y MW ED TCAO'C LI AMV CNAM Yll F1 O 00W,FIELD TRAVERSE R-� t a rO'O CERrslr..Are I 1 `, �/ NOLM13�N d CEJ"50L"�GTE$ cm�■ FILED FOR RECORD TNIa....�..DAY O F N. ......xil1.... BI.RVEYOR'e GERrIFICATE SUR 1/E 1 PI¢CfESDIQLIL LNO 64RVEYCRO Q 2A d o o bw Wo 23M rwe nA'cora+ecn.r REPReeEMe A eueveY nape eY r�aR FOR NIEL raN wa 0s36� aLLYCCyS...AT ✓IDER nY DIReL/KN W CQfCR MLE YYiN THE REOUIREf1EN/6 366i Ax-2sao PNOrE h b--h cco. ''//,, GF Tl9U¢veY REG019Pp AL+dT rIe 1Q,Due9rCF GREG STAIRS PAGE..�T�!...Ar 1iE REOleTp OANIRJ..I.IA�LMAN.. 61FEG.8TA1lFb OaN CY DATE A7D Na ............................. 1XH NOV 101 N j .. .. ........................ . An/«.'L-Y1 .. 9ECTIdJ 31.iOYWSHIP 27 NORTH,RAIJGE 3 WEST,Wl'l eca•E arEeT I OF 1 OQMY AlpRpl! PIurE NO.IS693.... �I I n �• I I .,Krcu,�ws•vo:Awr t'=td R I >ry Iwo I a I 5 II :..LI Ulu dddd LU to N co+nwaut.2J.�s✓+reR= /�:i ..` " - iLL w+l�laRMeRs,roavrzrRr.• - 1 1.,I �... `^ j o000 0o0a ,ti 0000 0000 1_ I' f..a 1 _ 1 .ir'-rF� 00a0 ogoo 0000 0000 f ro I R/,HT 5/17 >=C EVATION � o N J I ,7� re \ � c II IN , ,, X1 P `1,ti1T�i,I`Zr Yir., ��'�•,/.i. I I1.• j LEFT SIDE FLF✓AT/ON il.r it.-� -r,- .z. •�.,� �1. i o 4 `' r114ri 7 1T 1 z W v REAR ELEVAT/ON IL_ O I _ DESIGN FOR: DATE:Jan, 15.2018 DE516NED BY: PAGE CA THK JIVEIRA THER SCALE: 1/411=r=0r 5ELBYDE516N, LTD. 1 of4 1TEUCTI:AAL NQTES �•YwBe rw _m• -- "•w'OC ABBREVIATIONS CONTIu<'roa. gtM[a. 1EMD {[[li[ [A[ A _.,�..� ORIXIGXLY PLVtp TR[B[DOCgOtT{AID LSIR /LL^ Yv �[avnSE wiE� Nl1J1TIONSNIP TV TNt ARCNS1LCit[IAL PWi{. ][ •"LK z NLA[ AAE ANT Q-TIONS, M DISCP[PANCI[{ V�I +w p 3 1./ n ,� u• R• Bfw tvv -.AEwATfD vtAFE.,iwA ABOUT TIQ IgT[L, DETAILS, OA PLA[S. CCfgCT �w�a�IP Z -w1AE J J i ..DI Rot aLcoAD AT TA91Y!{Br &3 t� - [ tNl.tJt[A(]{01 91B-BOTB •�n,r ESrs .. _ IL S` ., `�� �e�*e•n.,ec I r __ _..... •{. ••<••• •dw�: L17Mets- �- w tl.w f15 e2At"tY6E Z3 wit _ Prw r � IiA r FI.254 °_�--:,s:=�'.,�•-'bv�" ,>. 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A. .•,..tom..... ........ _ w 1 1tAr ALL ENGINEERING CALLOUTS ON THESE PLANS MUST THOMPSON ENGINEERING ro j�;�,.� BE STRR:TLY FOLLOWED NO EXCEPTIONS'ANY opL1NDA71.�N PL4N j,ACEVrw�Ttlµ IIn tSn:•t CHANGES OR MODIFICATIONS MUST B[PRf-.LPPROVED na.'e E.w,tl[an p ,I ,.... .rB.,r.o-.,..f...f.t..r..... i 81'THE ENGINEER OF RECORD! P AI EI RATil iR RESIDENCE dM 1 PROJE('1•I9-1126 DATE:Jan. 15,2018 DESIGNED BY: r �r_ PA„ . 2of4 SCALE: 114N= P-o" 5ELErDE5/6N, LTV. c swoeal _ Z m 46 a j _ •.a M.._.. _. �.� `I' .-7 ; _E k - !•-_'i•i7... 7 .�-!_i g_.0? O T O 1.rf -.'..I.. Sn SeUv..,♦.a I }i- I S s,trr rouws»q.o� rortm sr+ T Nlt A0.lYALL P�"SR_x. 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SCALE-: GENERAL NOTE5 1 Of 1 11/20/2018 Mason County WA GIS i ( � Search by Parcel or Addres C� ill 1I�Y1 \ 290 E,51 41 I 131 ESEAT ST xW* t . X t . T d e rt > r y , > ---«..:_ s�� ',• �;� �t5'f E TAKEREASY �T � „>�.., p �i r � q 2$6 E all i iF.F: " z 300 E AL©ERNEY `N Gtrft .i https://gis.co.mason.wa.us/mason/ 1/1 Mason County WA GIS Web Map 322325018006 3 22325 01 800 1 322325019016 322325018014 322319999999 322329999999 r-- 322325201004 322325037001 151 E TAKEREASY STI 1 322325201026 322325201022 322325201018 3 223 25 03 702 2 3223 23 290141 11/1/2018 2:54:03 PM 1:766 0 0.01 0.01 0.02 mi 13 County Boundary 0 0.01 0.02 0.04 km Site Address (Zoom in to 1:5,000) 0 Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, m OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Bureau of Land Management,Esri Canada,Esri,HERE,Garmin,USGS,NGA,EPA,USDA,NPS '. . �a Name 1&VJ'?uw1C,Ut Parcel# -3 ZZ3Z-5-2-610cll Unit Mason County ®/ Department of Community Development �G 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. 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 = �1 X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X IT = Z� 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) Z 4 77, 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 Name✓ S lG�.vr� Parcel# 3 ZZ 3 Z —5 e—o i oo I 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 Stormivater 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.btm Please follow the links to "Title 14, Chapter 14.48 Ston-nwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stonnwater 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 Stonn 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 cyst m 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 stonnwater 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 props for review and inspection as may be required. X Owner!Agent/ ontracto ircle one)Date: 4age 2 of 2 r BLD DATE STAMP MASON COUNTY _ COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health RCV D BY: APPLICANT INFORMATION (please print clearly) Name of Applicant: 1(u ',5 T,0--r,11 ay,,�t Site Address: Lkv jr-t E==> This checklist MUST be complete. ***A completed document must be present at submittal. *** ******Incomplete applications will NOT be accepted****** PERMIT APPLICATION Applicant Verified N/A Provide a completed and signed(by owner or authorized representative) application and applicable fees are due at submittal. Provide a completed plumbing and Mechanical Application SITE PLAN o/ Provide one(1)copy of proposed site plan. Drawn to scale of either / 1"= 10' or 1"=20' depending on lot size. North Arrow, location and dimensions of all property lines and casements. Vicinity snap showing location and names of all roads and easements. (public and private) Show distances to all structures, septic tanks,drain fields,property lines,top of slopes or cuts and casements. Zoning(indicate): Rural Residential: 2.5 5 10 20 Other: Urban Growth Area: Zone: Front yard: W 76 Direction: X Side yard: Direction: Rear yard: L Direction: f Sideyard: 2,6 Direction: 4., All access points,width of access. (easements and driveways). / Contour lines in twenty(20)foot increments. See Parcel Map Viewer on website Building height shown on elevations views. Floodplain boundaries and setback distances. See Plans for additional / requirements. Wetland or surface water(if any)and any applicable buffers. If yes, a wetland report may need to be submitted. Is the site near a Shoreline stream,creek, lake, saltwater if yes,please indicate? Awe, Name of shoreline: Shoreline designation: Stream type ,S,Ns,N ): Is the proposed site within 300 feet of a slope 15%of greater? If yes,a geological report or assessment may be required. V'O Existing/proposcd on-site septic system and reserve areas,providing setback to structures. Existing/proposed wells(show 100 ft well radius,with distances to structures). Existing and proposed stormwater controls(downspouts,dry wells,etc.) Exterior storage tanks(propane)and HVAC equipment. ✓" r G PLANS Applicant Verified N/A Provide three(3)copies of plans(2 full size min. 18"x 24"and I small size)and two(2)copies of all specifications and engineering. Plans must be drawn to scale / of/4"= 1'. All notations and drawings must be clear and legible. All Engineering call-outs must be detailed on plans. Engineered plans must provide calculations/analysis. Analysis must include the following information: • 2015 International Building Code r • Snow load(by location) tr// • Seismic zone (D-2) • Exposure (by location and topography) • Windspeed(85 MPH basic and 110 ultimate w/3 secondgust) If project is in a flood hazard area,the submittal MUST include an Elevation Certificate, flood venting compliance and an elevation detail indicating the location of finished floor relative to the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer. FOUNDATION PLAN Plan view of foundation/footin s/iads Type, size and location of footing(steppcd foundation provide detail) i Elevation view of foundation steps,with final grade Cross-sections of footing and foundation(including height of wall). Floor joist andspacing(each floor). Show location of flood venting and detail the method and compliance for venting. Type and locations of hold-downs and anchors. Crawl access location and size. Insulation value for foundation(if slab or basement). See Energy Credits for additional requirements,credits must be indicated on the plans. If project is in Flood Hazard Area provide flood venting compliance including vent locations,vent type,elevation detail for venting location interior and exterior of the crawls ace. FLOOR PLAN Square-footage of each floor Use of each room Location and size of attic access Dimensions of building and rooms. Location and type of furnaces,water heaters, smoke detectors,and carbon monoxide detectors. Include location of bollard for appliances located in garage. Plumbing fixture locations Location of doors,windows (include size,egress, tempered andskylights) Insulation value in floor. See Energy Credits for additional requirements, must be indicated on the plans. Location of ventilation fans and CFM for each. / Location of whole house fan and CFM continuous or intermittent Location, side and type of brace wall or shear-wall panels. If structure is engineered, must supply two copies of required analysis(calculations) Dimensions and framing details of decks(including joists,beams, posts, ledgers. Plan MUST include size, grade, spacing, length andspecies or type of material Dimensions and framing details of stairs. Plan MUST include size,material, spacing, length. ELEVATIONS AND WALL DETAILS Typical and rated walls details (garage separation) Listing of fire-resistive wall designs (duplex or townhouse) Building elevations-all 4 sides Show distance from grade at each corner. Exterior wall details when distance between overhangs is less than 5 feet. Insulation value for walls. See Energy Credits for additional requirements, must be indicated on the plans. If project is in floodplain must provide Elevation detail indicating the location of finished floor relative to the Base Flood Elevation or Design Flood Elevation as v��} designated by surveyor or engineer. ROOF PLAN Layout of roofs stem Label type of roofs stem,rafters, engineered trusses&spacing Headers noted at each location or typical header noted. Roof pitch and covering materials Sheathing types,dimensions and fastening Attic venting(type, location and amount) Insulation value for roof(R38 vault and R49 ceiling) See Energy Credits for / m t t� addition re uire en s,must be indicated on the plans. ENERGY CODE REQUIREMENTS Applicant Verified N/A Completed Washington State Energy Code form Plans must indicate fuel source for furnaces,water heaters and other appliances. Completed Heating/Cooling Heating/Cooling system size worksheet. Compliance to the Washington State Energy Code and required Credits. Construction drawings/plans MUST include all credit information on the plan / details such as insulation,ventilation,furnaces,windows etc. Plans must also include the amount of credits and which credits are chosen. I verify that all required documents,plans and specification associated with this application have been submitted and are accurate. If information, details are not provide the application will be place on HOLD until all required details are provided and accurate. O—Z f I S' ature of owner or authorized agent Print Name Date I I I I I II Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Cathy Weirather foxhead construction 5th street union wa 98592 3608701287 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as__Qbosen by the permit applicant. Authorized Representative Date 11L Climate Zones � R-Values U-Factors Fenestration U-Factor n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb e n/a n/a Ceilingk 4Y 0.026 Wood Frame Wall9'm n 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall m 10/15/21 int+TB 0.042 Slab R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary O Description Credit(s) 1a Efficient Building Envelope 1a 0.5 121 0.5 lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3 High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 1.0 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ High Efficiency HVAC Distribution System 1.0 ❑ 5 Efficient Water Heating 5a 0.5 2 0.5 5b Efficient Water Heating 5b 1.0 ❑ c Efficient Water Heating 5c 1.5 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Window, Skylight and Door Schedule Project Information Contact Information Cathy Weirather Travis rowland 5th st union 360-870-1287 Union wa 98592 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet mph Feet Inch Area UA laundry 0.28 1 3 ° 3 ° 9.0 2.52 bedroom 3 0.28 2 4 0 6 ° 48.0 13.44 dining 0.28 3 3 0 6 ° 54.0 15.12 living room 0.28 2 3 0 6 ° 36.0 10.08 living room 10.28 1 6 10 6 10 41.0 11.48 master bed 0.28 3 3 ° 6 ° 54.0 15.12 master bath 0.28 1 3 ° 3 ° 9.0 2.52 bedroom 2 0.28 2 3 ° 16 ° 36.0 10.08 bath 0.28 1 3 ° 13 ° 9.0 2.52 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 1 296.01 82.88 Vertical Fenestration Area Weighted U = UA/Area . 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 296.01 82.88 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Cathy Weirather foxhead construction Sth st union wa 3608701287 union wa 98S92 Heating System Type: OAII other Systems ®Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Design Temperature Difference(AT) 47 1T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instrucno;,. Conditioned Floor Area(sq ft) 1,787 Average Ceiling Height Conditioned Volume Instruction, Average Ceiling Height(ft) 9.0 16,083 Glazing and Doors U-Factor X Area = UA Instructions 0.30 296 88.80 Skviicihts U-Factor X Area = UA instructions 0.50 --- Insulation Attic U-Factor X Area = UA "�tions c R-49 0.026 1.787 46.46 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions I R-38 vented V. 0.027 Above Grade Walls(see Floure i) U-Factor X Area UA Instructions R-21 Inediate _ 0.056 1,854 103.82 term Floors U-Factor X Area UA Instructions 0.025 1,787 44.68 38 �; Below Grade Walls(see lapure+) U-Factor X Area UA Instructions Select Rvalue � j No S@IeCtlOn --- Slab Below Grade(see Fioure 1) F-Factor X Length UA Instructions No selection 0 _:.Select conditioning { --- Slab on Grade(see Fioum 1) F-Factor X Length UA Instructions Select R-Value V', ; No selection 0 --- Location of Ducts Instructions _ _ _- Duct Leakage Coefficient rr .Pd Space 1.10 Sum of UA 283.76 Envelope Heat Load 13,337 Btu/Hour Figure 1. Sumof UAX 1T Air Leakage Heat Load 8,164 Btu/Hour volume X 0.6 X AT X.018 A6ova G ade Building Design Heat Load 21,500 Btu/Hour Air Leakage+Envelope Heat Loss 9e1low Grade Building and Duct Heat Load 23,651 Btu/Hour Ducts in unconditioned space.Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum or Building Heat Loss X 1 Maximum Heat Equipment Output 29,563 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced An Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (0710V13)